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HomeMy WebLinkAboutMITIGATION_MONITORING_FIBER_OPTICMITIGATION -MONITORING - FIBER -OPTIC 1 1 I t_J 1 I I J 1 4MACTEC slotz6 Zoe engineering and constructing a better tomorrow February 25, 2008 Ms. Sylvia Botero, AIA Senior Vice President RBB Architects, Inc. 10980 Wilshire Boulevard Los Angeles, California 90024 Subject: Geotechnical Consultation Proposed 125738-CW-PED Link Fiber Optic Cable Re -Route Hoag Memorial Hospital Presbyterian — South Campus One Hoag Drive Newport Beach, California MACTEC Project 4953-07-1981 Dear Ms. Botero: We are pleased to submit the results of our geotechnical consultation for the proposed PED Link Fiber Optic Cable Re -Route located on the south campus of the Hoag Memorial Hospital Presbyterian campus in Newport Beach, California. Our predecessor firms of LeRoy Crandall and Associates (LCA) and LAW/Crandall, Inc. (LAW) previously performed geotechnical investigations for numerous nearby buildings at the hospital campus; a number of our prior projects are in the immediate vicinity of the proposed PED Link Fiber Optic Cable Re -Route alignment. The results of the prior pertinent geotechnical investigations are presented in the following reports: • Outpatient Services Buildings; report dated March 9, 1994 (LAW Project 2661.30916.0001) • Master Plan and Environmental Impact Report; report dated May 20, 1991 (LCA Project No. 089034.AEO) • Employee Child Care Center; report dated April 20, 1990 (LCA 089083.AEB) • Parking Structure and Sewer and Storm Drain Relocation; reports dated August 19, 1988 and August 8, 1988 (LCA Projects No. A-882260-A and B, respectively); • Cancer Center; report dated May 26, 1987 (LCA Project AE-87147) MACTEC Engineering and Consulting, Inc. 5628 East slauson Avenue • Los Angeles, CA 90040-2922 • Phone: 323.889.5300 • Fax: 323.721.6700 C, C I 1 II I RBB Architects—Geotechnical Consultation February 25, 2008 MACTEC Engineering and Consulting, Inc., Project 4953-07-I981 In addition, we also have available a report prepared by Foundation Engineering Co., Inc. dated March 30, 1987. Data from the prior pertinent subsurface explorations adjacent to the proposed PED Link Fiber Optic Cable Re -Route alignment as presented in the prior reports referenced above are considered applicable for the proposed alignment. We accept responsibility for the use and interpretation of the data presented in these reports, and we concur with the interpretation of data as presented in the reports. No new borings were drilled for this geotechnical consultation. PROJECT DESCRIPTION It is planned to re-route the link fiber optic cable located on the Hoag Memorial Hospital Presbyterian south campus in Newport Beach, California. The proposed fiber optic re-route project will include the construction of new precast concrete pull boxes (Boxes C-114, C-116, C-122), and new underground conduits routing between the proposed new pull boxes and existing manholes that are planned to be left in place as shown on the attached Plot Plan. The logs of selected borings adjacent to the proposed alignment are attached. The proposed new pull boxes are approximately 5'-9" by 3'-9" in plan dimensions and approximately 5'-6" feet in height. According the specifications provided by Jensen Precast, the weight of the new pull boxes will be on the order of 5,400 pounds. SOIL CONDITIONS Our prior pertinent borings show fill soils, 0 to 22 feet in thickness, were found in some of the borings previously drilled adjacent to the cable re-route. The fill soils consist predominantly of silty sand, sandy silt, clay and clayey silt. The natural soils beneath the fill or beneath the ground surface consist of silty sand, silt and clay, and sand. Shallow siltstone was encountered in the prior borings at the southern portion of the re- route at the Conference Center and support Services Building, north of Pacific Coast Highway. The upper natural soils are moderately firm. I t 1 RBB Architects—Geotechnical Consultation February 25, 2008 MACTEC Engineering and Consulting, Inc., Project 4953-07-1981 Ground water was encountered in the previous borings adjacent to the site at depths of 14 to 39 feet below the existing ground surface. Ground water was encountered at 8 feet below the ground surface in Boring 10 by others. The prior corrosion studies indicate that the on -site soils were severely corrosive to ferrous metals and detrimental to portland cement concrete. The prior report of corrosion studies and test results are presented attached and should be referred to for a discussion of the corrosion potential of the soils, and for potential mitigation measures. RECOMMENDATIONS Because of the relatively light weight, the proposed pull boxes may be founded in the existing fill or natural soils. Where existing fill soils are encountered, the existing fill soils should be over - excavated to a depth of at least one foot below the bottom of the pull box and replaced as properly compacted fill. The pull boxes can be designed to impose a net dead -plus -live load pressure of up to 1,000 pounds per square foot. The underground conduits may be established in the existing fill or natural soils. If disturbed, loose, or deleterious materials are encountered in the conduit excavations, the materials should be removed and replaced with properly compacted fill. Settlement We estimate the settlement of the proposed pull boxes, supported in the manner recommended, will be less than'/4 inch. Foundation Inspection To assure that the soils at the design foundation level will provide satisfactory support, foundation excavations should be cleaned of loose soils and subsequently inspected by personnel of our firm prior to placing concrete. 3 RBB Architects--Geotechnical Consultation February 25, 2008 MACTEC Engineering and Consulting, Inc., Project 4953-07-1981 Lateral Earth Pressure For walls below grade, where the surface of the backfill is level, it can be assumed that drained soils will exert a lateral pressure equal to that developed by a fluid with a density of 35 pounds per cubic foot. In addition to the recommended earth pressure, wall adjacent to areas subject to vehicular traffic should be designed to resist a uniform lateral pressure of 100 pounds per square foot, acting as a result of an assumed 300 pounds per square foot surcharge behind the walls due to normal vehicular traffic. Grading All required fill should be uniformly well compacted and observed and tested during placement. The on -site soils can be used in any required fill. Site Preparation After excavating as recommended, the exposed soils should be carefully observed for the removal of all unsuitable deposits. Next, the exposed soils should be scarified to a depth of 6 inches, brought to near -optimum moisture content, and compacted with appropriate. At least the upper 6 inches of the exposed soils should be compacted to at least 90% of the maximum dry density obtainable by the ASTM Designation D 1557-07 method of compaction. Excavations and Temporary Slopes Where excavations are deeper than about 4 feet, the sides of the excavations should be sloped back at 1:1 (horizontal to vertical) or shored for safety. Unshored excavations should not extend below a plane drawn at 1 %::1 (horizontal to vertical) extending downward from adjacent existing footings. For design of cantilevered walls below grade, where the surface of the backfill is level, it may be assumed that drained soils will exert a lateral pressure equal to that developed by a fluid with a density of 30 pounds per cubic foot. 0 J LJ H U D RBB Architects—Geotechnical Consultation February 25, 2008 MACTEC Engineering and Consulting, Inc., Project 4953-07-1981 Excavations should be observed by personnel of our firm so that any necessary modifications based on variations in the soil conditions can be made. All applicable safety requirements and regulations, including OSHA regulations, should be met. Compaction Any required fill should be placed in loose lifts not more than 8-inches-thick and compacted. The fill should be compacted to at least 90% of the maximum density obtainable by the ASTM Designation D 1557-07 method of compaction. The moisture content of the on -site soils at the time of compaction should vary no more than 2% below or above optimum moisture content. Backfill All required backfill should be mechanically compacted in layers; flooding should not be permitted. Proper compaction of backfill will be necessary to reduce settlement of the backfill and to reduce settlement of overlying slabs and paving. Backfill should be compacted to at least 90% of the maximum dry density obtainable by the ASTM Designation D 1557-07 method of compaction. The on -site soils can be used in the compacted backfill. Material for Fill The on -site soils, less any debris or organic matter, can be used in required fills. Cobbles larger than 4 inches in diameter should not be used in the fill. Any required import material should consist of relatively non -expansive soils with an expansion index of less than 35. The imported materials should contain sufficient fines (binder material) so as to be relatively impermeable and result in a stable subgrade when compacted. All proposed import materials should be approved by our personnel prior to being placed at the site. GENERAL LIMITATIONS Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, expressed or implied, is made as to the professional advice included in this letter. The scope of this consultation did not include geologic or seismic studies for the site. Accordingly, our conclusions and recommendations are for static loading conditions only; however, this does not 5 RBB.4rchitects—Geolechnical Consultation MACTEC Engineering and Consulting, Inc., Project 4953-07-1981 February 25, 2008 imply that there is a geologic or seismic hazard affecting the site. Also, the assessment of general site environmental conditions for the presence of contaminants in the soils and ground water of the site was beyond the scope of this consultation. A It has been a pleasure to be of professional service to you. Please call if you have any questions or if we can be of further assistance. Sincerely, 40 1 W _ ;�'��_ oRT SFRVtDFSJ PACjjjj CAA- -- ------ ST.HlGy�Ay ,NU G 34 0 L, 5 SUppo ar SSRV/ciS 10 i G REFERENCE LOWER LOOP PARTIAL SITE PLAN, SHEEP E1.0 (ISSUE DATE 11-01-07) BY RBB ARCHITECTS INC. LEGEND• 3 • PRIOR MACTEC INVESTIGATION (PROJECTNO- 2661.30916.0001) 4 0 PRIOR MACTEC INVESTIGATION (PROJECT NO.089034.AEO) ((� 2 Q� PRIOR MACTEC INVESTIGATION = } Y (PROJECTNO.08WWAEB) . rWARE 4Q PRIOR MACTEC INVESTIGATION (PROJECT NO. A-88260-A&B �10 0 PRIOR MACTEC INVESTIGATION _ (PROJECT NO. AE-87147) 12*BORING BY OTHERS 1 BORING LOCATION AND NUMBER VA - ,C 0 40 80 160 Scale in Feet Wo, Ary MACTEC E SLAWON AVENW LOSANGMW.CWFORM 90M (373)8846300 FAX(=)S98G198 t / FIGURE 1 PLOT PLAN' \\\\ 125738-CW-PED. LINK FIBER OPTIC CABLE RE-ROUTE HOAG MEMORIAL HOSPITAL PRESBYiERIAN \ \ ONE HOAG DRIVE, NEWPORT BEACH, CA _\l PROJECT NO. 4953-07-1981 REV19plt i SCNE� BATE: 1' 18 OB =8C 8NG SY: 5 1 30 PREVIOUS INVESTIGATION 2661.30916.0001 BORING 1 Z in w DATE DRILLED: December27, 7993 toc o ff a EQUIPMENT USED: 18"-Diameter Bucket m (0 ELEVATION 13.4" 3" Asphaft Concrete - 3" Base Course ML FILL - SANDY SILT - some Clay, mottled brown 17.5 107 2 SURFACE OF NATURAL MATERIAL SILTSTONE - some Clay, poorly bedded and cemented, 53.8 66 2 some thin interbeds of Sandstone, dark brown 57.8 1 631 2 65.8 1 571 2 60.3 1 61 1 2 NOTE: Slight water seepage encountered at a depth of 14'. No caving. Number of blows required to drive the Crandall sampler 12 inches for depths of: 0 to 26 feet using a 1590 pound hammer falling 12 inches Below_26 feet using a 765 pound hammerfailing 12 inches. Elevations refer to reference drawing, see Plate 1. LOG OF BORING LAW/CRANDALL, INC. FIGURE 2 z v O = r 5. a Lu w W O r r 10 m U r� C ro in v m rY ; O c � m E c 0 Q U N C C � r0� � o 0 :0 yUy t O. O O Q C « C m o -5 Cd T V rO m U CN C !U � 0.0 Q = NO -10 h ti c m z� N C N m y 03 o mi rn r n. ra a� 15 O tl 0 ma H - c Q y R N W 3 o 0 o -20 c c � N m 0 w m z a -25 0] O 10 35 PREVIOUS INVESTIGATION 2661.30916.0001 BORING 2 v m w DATE DRILLED: December30, 1993 a w o N a EQUIPMENT USED: 18" - Diameter Bucket m co o ELEVATION 13.0 3" Asphalt Concrete - 3-112" Base Course SM FILL - SILTY SAND -fine, some Clay, brown 11.4 110 1 SURFACE OF NATURAL MATERIAL SILTSTONE - some Clay, poorly bedded and cemented, 65.1 58 1 dark brown 47.2 72 3 48.7 71 2 53.0 1 671 2 52.0 53.4 i Some gypsum seams NOTE: Slight water seepage encountered at depths of 12' and 30'. No caving. Number of blows required to drive the Crandall sampler 12 inches for depths of: 0 to 26 feet using a 1590 pound hammer falling 12 inches Below 26 feet using a 765 pound hammer falling 12 inches. LOG OF BORING LAW/CRANDALL, INC. AAA r r o a �LLI w a w 5 1 25 PREVIOUS INVESTIGATION 2661.30916.0001 uj �: •. o BORING 3 o w W DATE DRILLED: December 29, 1993 c p y Ja EQUIPMENT USED: 18" - Diameter Bucket �o cca JO CO p vi ELEVATION 12.3 3-1/2" Asphalt Concrete - 6" Base Course IHASM FILL - SILTY SAND - fine, some Clay, some Siltstone 13.1 108 4 Ifff.1 fragments, brown 18.3 102 2 Greyish brown 19.9 T622 SURFACE OF NATURAL MATERIAL SILTSTONE - some Clay, poorly bedded and cemented, 564 I dark brown Some gypsum seams 70.4 1 551 2 531 3 NOTE: Slight water seepage encountered at depths of 11' and 33'. No caving. Number of blows required to drive the Crandall sampler 12 inches for depths of: 0 to 26 feet using a 1590 pound hammerfalling 12 inches Below 26 feet using a 765 pound hammer falling 12 inches. for 10" LOG OF BORING LAW/CRANDALL, INC.zk Z I ^ g 4t tz is o- w w w 5 3.3 98 17 10 2.7 100 13 15 4.1 103 8 20 2.5 108 10 25 30.7 91 10 30 35.2 86 6 35 48.7 69 10 40 PREVIOUS INVESTIGATION 089034.AEO BORING 1 DATE DRILLED: April 5, 1990 EQUIPMENT USED: 20" - Diameter Bucket ELEVATION 60' SMI SILTY SAND- fine, few Gravel, light brown SP I SAND - fine, light brown Few Clay lenses Elevations refer to datum of reference survey; see Plate 1. Few Gravel .Layers of Sandy Silt Dark grey SILTY SAND -fine, grey SANDY SILT - grey CL SILTYCLAY-grey SHALE - weathered, dark greyish brown NOTE: Water seepage encountered at 26' and 32'. Water level measured at 38-1/3' 5 minutes and at 37' 10 minutes after completion of drilling, respectively. Slight raveling below 25'. LOG OF BORING LeROY CRANDALL AND ASSOCIATES 1 i'!Tl-TTOL' Q E 10 15 SHALE -weathered, darkgrey (HARD LAYER, GAD USED) (BORING TERMINATED DUE TO LACK OF DRILLING PROGRESS) NOTE Slight water seepage an at T and 11-1/2'. Water level measured at 71' at completion of drilling. Sloughing between T and 9'. PREVIOUS INVESTIGATION 089034.AEO � BORING 2 C 3 = Ir y � m w w itz z n w DATE DRILLED: April 5,1990 C o } 9 w Y EQUIPMENT USED: 20" - Diameter Bucket � a CC v v 0 v o 0) ELEVATION 26 ML FILL -SANDY SILT -some Clay, pieces of wood, dark brown 23.3 90 2 8.2 106 2 10.6 106 10 16.9 107 10 19.0 1 109 I 5 -* SURFACE OF NATURAL SOIL SP SAND -fine, light brown SM SILTY SAND -fine, grey LOG OF BORING LeROY CRANDALL AND ASSOCIATES FIGURE 6 ' Tz v o � w w � PREVIOUS INVESTIGATION 089034.AE0 w �: � _ CC c5 BORING 4 o w w z S.a o w DATE DRILLED: May 16 8 17, 1989 MO ay 0 y w Y a EQUIPMENT USED: 16"- Diameter Bucket to 50' 2 o s .n a > ¢o v ¢ 5" - Diameter Rotary Wash to 70' o ELEVATION 64 SM FILL - SILTY SAND - fine, few Clay nodules, brown 112 116 5 SURFACE OF NATURAL SOIL _- Sp SAND -fine, light brown 2.6 109 16 •5 6.7 90 7 6.8 92 11 10 28 102 20 3.4 103 11 15 3.3 101 11 20 2.5 116 13 5.8 104 20 25 9.3 99 96 20.3 104 22 30 24.4 102 14 26.4 97 9 35 40 SAND - fine, some Silt, light brown Fine to medium Sp SAND - fine, light brown Fine to medium SILTY SAND - fine, light grey Oxide stains MLI SANDYSILT-grey (CONTINUED ON FOLLOWING PLATE) LOG OF BORING LeROY CRANDALL AND ASSOCIATES z W �� z Z ; woJR z W a W m� 0 Y >_ J W O 0 20 15 10 1 -5 II PREVIOUS INVESTIGATION 089034.AEO BORING 4 (Continued) DATE DRILLED: May 16 & 17, 1989 EQUIPMENT USED: 16" - Diameter Bucket to 50' 5" - Diameter Rotary Wash to 70' 45 CL SILTY CLAY -reddish brown SILTSTONE - some Clay, thinly bedded, interbedded lenses of Sand, dark brown 50 I (BUCKET BORING TERMINATED AT 50' DUE TO CAVING AND WATER SEEPAGE) 55 IT NOTES: BUCKET BORING Water level measured at 44' immediately after termination of boring and at 41' 10 minutes later. Caving below 43. Boring terminated at 50' due to caving and water seepage. gpTARY WASH BORING Drilling mud used in drilling process. Water level not established. Hole grouted with bentonite-cement mixture. LOG OF BORING LeROY CRANDALL AND ASSOCIATES II rlcnvtv�� uv vD311liA11l)1N A-6826U Z Lu d BORING 1 O ¢ 3 rn = w o w w a w_ DATE DRILLED: July 8& 19, 1988 W w p o N w " a EQUIPMENT USED: 18" - Diameter Bucket 0'to 34' o ¢ M 5" - Diameter Rotary Wash 0'to 71' Edp 0 o kn ELEVATION 38.9' 3-1/2" Asphaltic Paving - 7" Base Course SM FILL - SILTY SAND, SAND and CLAY - pieces of brick and 8.5 116 8 SP CL mortar, some rootlets, brown and grey 35 12.7 98 2 • •` Elevations refer to datum of reference drawing; see o 5 i Plate 1 for location and elevation of bench mark. 14.7 108 2 m Y 18.1 102 < 1 �I Pieces of asphaltic paving 15 30 m o 10 21.3 97 < 1 c E o t/ 1� 11.6 109 2 r1l CC�1 Reddish brown m a -a — 25 18.1 111 2 j1 Reddish brown and greyish brown o j •co 15 i {•��1 j 18.0 106 <1 Brownish grey m m Pieces of glass and metal, dark grey 142 113 5 � o ° 20/ Odorous H 20 10:0 122 8 }• • m m 11.3 123 5 I SURFACE OF NATURAL SOIL cSm m SILTY SAND -fine, some Clay, brownish grey N 15 20.2 102 <1 Lenses of Silt and Clay, grey with brown c m c° 'ro 25 SILTY CLAY- light grey with brown CL m c 36.4 84 7 N Layer of Sand 0 o SILT - some Clay, lens of Silty Sand, grey ML 37.8 82 3 8 s 10 CL SILTY CLAY - layers of Silty Sand, streaks of sulfur, grey m o m ° 30 m c 53.8 69 , <1 y ° 3 o Layers of Sand H • 5 46.1 75 <1 (BUCKET BORING TERMINATED DUE TO CAVING. DRILLED ROTARY WASH BORING 8' TO EAST) 35 20.5 107 17 m 0 Z SM SILTY SAND -fine, light grey 0 40 LOG OF BORING LeROY CRANDALL AND ASSOCIATES PLATE A- 1.1a z - W= 2 3 r O D to z w z {- U W U W W LW O \ ' cc O 22.1 104 8 -5 45 -to- so 1$ 55 20 60 25 65 70 36.6 1 86 1 10 25.5 1 90 1 11 64.3 1 61 1 5 77.6 1 53 1 7 73.4 1 55 1 11 50.6 1 68 1 10 d O PREVIOUS INVESTIGATION A-88260 BORING 1 (Continued) DATE DRILLED: July 8 & 19, 1988 EQUIPMENT USED: 18"- Diameter Bucket 0'to 34' 5" - Diameter Rotary Wash 0' to 71' SILTY CLAY (POSSIBLY WEATHERED CLAYSTONE) - blueish grey Lens of Silty Sand Layer of Clayey Sift, dark blueish grey Lenses of Sand, dark brownish grey CLAYSTONE - dark brownish grey NOTE: BUCKET BORING: Water seepage encountered from 26' to 2T.'Caving below 26' (to 3' in diameter). 75 ROTARY WASH BORING: Drilling mud used in drilling process. Mud removed at completion of drilling. LOG OF BORING LeROY CRANDALL AND ASSOCIATES FIGURE 10 -- z o EL LLI J Lu W ' 25 m � Y 5 U c 20 1n v m o. m o 10 c E 15 o .? c 25 m 'R c o m iq 15 ui 0c 10 d m N m Co r � OC N O. �•O C c 1 N V 20 ' m ro o 'a co c.0 o 0 m `o Q c m 3 o � L ' LL c m O .. o. ' � c 0 U O � V j t m H b .n `o o S= ' Fr m o S Z 'N oD Q 23.4 1 104 1 <1 33.9 1 89 1 < 1 51.6 1 74 1 2 PREVIOUS INVESTIGATION A-8826( BORING 3 DATE DRILLED: July 8, 1988 EQUIPMENT USED: 18' - Diameter Bucket ELEVATION 25.4 I SM FILL - SILTY SAND - fine, few Gravel and rootlets, light ! greyish brown Fine to medium, lenses of Sift and Clay, light brownish grey Reddish brown with grey SURFACE OF NATURAL SOIL SANDY SILT - grey with brown SAND - well graded, some organic matter, grey SILTY CLAY - streaks of sulfur, grey Thin layers of Sandy Sift /I I Dark grey NOTE: Water seepage encountered from 8'to 10-1/2. Caving from 8'to 10-1/2' (to 3-1/2' in diameter). LOG OF BORING LeROY CRANDALL AND ASSOCIATES 1TfC THE II PREVIOUS INVESTIGATION A-88260 3 BORING 4 fn cc.o W tz J w z n w DATE DRILLED: July 8, 1988 oO o } w y — EQUIPMENT USED: 18" - Diameter Bucket CC v o v FrV o U) ELEVATION 20.9 1 SM SILTY SAND - fine, few Gravel, lenses of Clayey Sand, 1 light greyish brown 2.1 113 3 29.5 93 3 l SILTY CLAY - layers of Sand, grey CL 5 42.8 81 5 33.4 84 <1 Dark grey 10 Layers of Silty Sand, light grey 31.9 91 3 Dark brownish grey 15 20 35.3 1 83 1 2 SAND - fine, grey SILTY SAND - fine, dark grey NOTE: Water seepage encountered at 8-1/2'. Water level measured at 16-1/2. Caving below 16-1/2. LOG OF BORING LeROY CRANDALL AND ASSOCIATES FIGURE 12 PREVIOUS INVESTIGATION A-87 BORING 1 C s o z 0 Ll w DATE DRILLED: April 25,1987 o w N ? y EQUIPMENTUSED: 5"- Diameter Rotary Wash in v M o ELEVATION 52-10 SM SILTY SAND - fine, light brown SP SAND - fine, oxide stains, light grey 3.9 1 101 1 14 5 12.4 98 1 11 10 132 1 95 1 15 15 13.91 100 1 20 30 48.7 1 71 1 14 Fine to medium Fine to coarse, few Gravel Fine SM ( SILTY SAND -fine, light grey Some Clay layers CLAY - brown CLAYSTONE - dark grey !F111' 1 Petroleum odor 35 M Elevations refer to datum of reference topographic, plan; see Plate 1 for boring location. 40 1 ( 48.8 I 70 I 13 I I (CONTINUED ON FOLLOWING PLATE) LOG OF BORING LeROY CRANDALL AND ASSOCIATES rivuKr" i� I LI m O Z POD �1. i.. i.. PREVIOUS INVESTIGATION A-87147 - BORING 1 (Continued) )RILLED: April25, 1987 MENT USED: 5"- Diameter Rotary Wash Slight petroleum odor Interbedded lenses of Sand a w O 5 PUVIOUS INVESTIGATION A-87147 BORING 2 DATE DRILLED: Apri125, 1987 EQUIPMENT USED: 5'- Diameter Rotary Wash ELEVATION 53-1/2 SM I SILTY SAND -find, some Clay, light reddish brown 6.7 ( 115 ) 14 SC CLAYEY SAND -fine to coarse, few Gravel, light grey and brown Lenses of Clay 8.1 111 7 SP SAND - fine, some Sift, oxide stains, light brown 10 9.9 92 18 15 13.3 95 14 20 27.3 94 47 25 27.1 97 27 61.4 64 4 30 57.9 64 4 35 57.3 66 7 40 Some nodules SANDY SILT- light grey CLAYSTONE - bedded, grey Oxide stains (CONTINUED ON FOLLOWING PLATE) LOG OF BORING LeROY AND ASSOCIATES FIGURE 15 C 'N w Q m O Z ♦+4 1 4 •+++• 4 +++4 NMI +NW,M' NMI' WMI NW. �Nt 1 +++'t + + + NM .' PREVIOUS INVESTIGATION A-87147 BORING 2 (Continue DRILLED: April 25,1987 MENT USED: 5 Diameter Rotary Wash Layer of Chert Slight petroleum odor Dark grey Lu �_ ` o PREVIOUS IIdVESTIGATIONA-87147 BORING 5 P o �`- ,w 'o W � J w a J DATE DRILLED: April 23, 1987 O m } y � EQUIPMENT USED: 20'- Diameter Bucket o > v p (0 ELEVATION 51 52 117 5 SM SILTY SAND - fine, some Clay, few rootlets, light broth 21 99 3 • SAND -fine, oxide stains, light reddish brown ? SP 5 10 15 7.1 1 102 1 6 Lenses of Clay 4.1 •98 6 Light grey 3.1 109 5 NOTE: Water not encountered. No Caving. LOG OF BORING LeROY CRANDALL AND ASSOCIATES FIGURE 17 PREVIOUS INVESTIGATION A-87147 Z v �F v `Y CO~ z Qa.* W \ z O ✓V�I���M V DATE DRILLED: April 23,1987 o w 5 }a > y EOUIPMENTUSED: 20% Diameter Bucket J w o \ CC `- Fr v w o p U) ELEVATION 53-1/2 SM SILTY SAND -fine to medium, light reddish brown 22 103 5 SP SAND -fine to medium, lenses of Clay, Cn .=. reddish brown 5 3.1 91 10 45 10 3.4 98 $ Fine Light grey 15 12.6 1 98 1 5 iiiii als""1 SILTY SAND - fine, light grey NOTE: Water not encountered. No caving. r Gy 10 15 20 cc 3Cn w LZ Z LU O `a 06 LU �o �-_8 v p p PREVIOUS INVESTIGATION A-87147 BORING 10 DATE DRILLED: May 7, 1987 EQUIPMENT USED: 8"-Diameter Hollow Stem Flight Auger ELEVATION 19 �JSMI FILL-SILTYSAND- brown SP SAND - fine to coarse, few Gravel, oxide stains, light brown to grey 0 Some Sift SILTY CLAY - micaceous, grey SANDY SILT - oxide stains, light brown Layers of Clayey Sift 25 Sandier, grey, dipping 09 CLAYSTONE - some fine Sand, sulfur stained, oxidized, micaceous, light brown and grey 35 M WK Unoxidized, laminated, dark grey, dipping 35o. NOTE: Water encountered at a depth of 5'. No caving. LOG OF BORING LeROY CRANDALL AND ASSOCIATES I :FIGURE 19 '1 Soil Engineering Report PREVIOUS INVESTIGATION BY OTHERS 301 Newport Blvd. Newport Beach, California LOG OF TEST HOLE No. 8 0 N I w 4 200 DESCRIPTION 45' ,,;.,...•. SAND, Grayish brown, dense, moist ''"•"Q" "' 20 4 100 12 28 7 100 34 'AA;- 27 89 96 12 SILTY SAND,- Dark gray, dense, wet, with traces of clay, some gravel 2 6 26 98 46 . 29 92 100 85 SILTSTONE, Grayish black, very stiff, moist 34 '58 100 83 41 53 100 80 Drilled 10-2-86 Groundwater F❑ U N D A T 10 N E N G I N E E R I N G C ❑., FIGURE ZC I 1 N C. Soil Engineering Report ' PREVIOUS VESTIGATION BY OTHERS 301 Newport Blvd. IN Newport Beach, California LOG 09 TEST HOLE No. 9 I 1F--NT—W7 DESCRIPTION 0 ' 18' 26' 38' ' 441 50' SAND, Dark brown, very dense, moist 6 107 100 15 20 9 98 20 5 101 100 13 30 25 100 80 SANDY SILT, Brownish gray to white, very stiff, moist . GRAVELLY SAND, Light gray to white, p;9d�,;°•d^ very dense, moist, coarse :da'b9 0 31 9 95 9 °o-R�do.a 5 111 94 5 o�o0e. 25 96 100 70 SANDY SILT, Gray, very stiff, wet 1 °'�•'0• 48 18 100 11 GRAVELLY SAND, Grayish white, very' ;q%apb ?t�OeAo c.ense,'• moist, veryhoarse •Odb 9q. y;b0opA4; :,ii�'•:o:o' F 0 U N D A Soil Engineering Report 301 Newport Blvd. Newport Beach, California PREVIOUS INVESTIGATION BY OTHERS LOG OF TEST HOLE No. 10 N I w 1 4 1200 1 DESCRIPTION 0 :?f:c SAND, Brown to grayish white, ver syi?: dense, moist, coarse 29' 351 F 0 U r Soil Engineering Report 301 Newport Blvd. PREVIOUS INVESTIGATION BY OTHERS Newport Beach, California LOG OR TEST HOLE No. 12 N I w 1 `y` 4 12001 DESCRIPTION '% J 18, 24" 6" A.C., FILL, Clayey sand, reddish brown, moderately compact 9 15 98 1 45 1 moist Some gravel 9 11131 97 67 . 9 15 - 100 60 Mzu�lmnmll ORm %% M ®M_ ,o .o Mottled brown, mixed soils.(sand, clay, silt) CLAYEY SAND, dark brown, medium dense, moist to wet SAND, Light brown, dense, wet, some gravel Intermittent thin layers of gray clay and white fine sandy silt Drilled 10-3-86 Groundwater @ 25' F 0 U N D A T 1 O N E N G I N E E R I N G 0 ❑., FIGURE 23 I N C. 1v1..J. it-rurr a /1JJVl.IHICJ, nv�. Consulting Corrosion Engineers 1291 NORTH INDIAN HILL BOULEVARD CLAREMONT, CALIFORNIA 91711-3897 9091626-0967 FAX 909/621-1419 March 21, 1994 LAW/CRANDALL, INC. PREVIOUS INVESTIGATION 2661.30916.0001 200 Citadel Drive Los Angeles, California 90040-1554 Attention: Mr. Michael Han Re: Soil Corrosivity Study Hoag Memorial Hospital Newport Beach, California Your #2661.30916, MJS&A #94005 INTRODUCTION Laboratory tests have been completed on four soil samples we selected from your boring logs for the subject project on the Pacific Coast Highway side of the property consisting of a two story building over a two level subterranean parking structure. The purpose of these tests was to determine if the soils may have deleterious effects on underground utilities, hydraulic elevator cylinders, and concrete foundations. The scope, of this study is limited to a determination of soil corrosivity and its general effects on materials likely to be used for construction. If the architects and/or engineers desire more specific information, designs, specifications, or review of design, we will be happy to work with them as a separate phase of this project. TEST PROCEDURE The electrical resistivity of each sample was measured in its as —received condition and again after saturation with distilled water. Resistivities are at about their lowest value when the soil is saturated. The samples were chemically analyzed for the major anions and -cations, and pH was measured. Sulfides and oxidation—reduction (redox) potential were determined on the two dark siltstone samples. Test results are shown on Table 1. CORROSION AND SURVEYS PLANS AND SPECIFICATIONS CATHODIC PROTECTION ENGINEERING SERVICES • INTERFERENCE PROBLEMS SOIL TESTS SUPERVISION, INSPECTION AND ADJUSTMENT OF INSTALLATIONS FIGURE 24 ' LAW/CRANDALL, INC. March 21, 1994 MJS&A #94005 Page 2 SOIL CORROSIVITY A major factor in determining soil corrosivity is electrical resistivity. The electrical resistivity of a soil is a measure of its resistance to the flow of electrical current. Corrosion of buried metal is an electrochemical process in which the amount of metal loss due to corrosion is directly proportional to the flow of electrical current (DC) from the metal into the soil. Corrosion currents, following Ohm's Law, are inversely proportional to soil resistivity. Lower electrical resistivities result from higher moisture and chemical contents and indicate corrosive soil. A correlation between electrical resistivity and corrosivity toward ferrous metals is: Soil Resistivity in ohm —centimeters Corrosivity Category 0 to 1,000 severely corrosive 1,000 to 2,000 corrosive 2,000 to 10,000 moderately corrosive over 10,000 mildly corrosive Electrical resistivities measured in the laboratory with as —received moisture and after saturation were in severely corrosive category. r The pH values of the fill samples are 4.7 and 5.1 which is strongly acidic. The total acidity of the fill samples was determined to be 200 and >320 milliequivalent per kilogram of dry soil for the samples from boring 1 and 8, respectively. These soils are highly buffered (resistant to changes in pH). The siltstone pH values are 6.2 and 7.3 which are slightly acidic and neutral. The chemical content of the•.samples was very high. Chloride ions which are particularly corrosive to ferrous metals, and in a high concentration where they can overcome the corrosion inhibiting effect of concrete on reinforcing steel. Sulfate ions were in a range where sulfate resistant cement is advisable. Sulfides, which are aggressive to copper and ferrous metals, had positive reactions in a qualitative - test. The low and negative redox potentials indicate oxidizing conditions in which anaerobic, sulfide producing bacteria thrive. This soil is classified as severely corrosive to ferrous metals and aggressive to copper and concrete. The life of buried materials depends on thickness, strength, loads, construction details, soil moisture, etc. in addition to soil corrosivity, and is, therefore, difficult to predict. Of more practical value are corrosion control methods that will increase the life of materials that would be subject to significant corrosion. Li FIGURE 25 it LAW/CRANDALL, INC. MJS&A #94005 RECOMMENDATIONS • The following corrosion control measures are recommended. March 21, 1994 Page 3 • Abrasive blast underground steel utilities and apply a high quality protective coating such as extruded polyethylene, a tape coating system, hot applied coal tar enamel, or fusion bonded epoxy. • Apply cathodic protection to steel piping. • Electrically insulate buried steel piping from dissimilar metals, cement —mortar or concrete coated steel, and above ground steel pipe to prevent dissimilar metal corrosion cells and to facilitate the application of cathodic protection. • Bond underground steel pipe with rubber gasketed, mechanical, grooved end, or other nonconductive type joints for electrical continuity. Electrical continuity is necessary for corrosion monitoring and cathodic protection. • Coat hydraulic elevator cylinders as described above. Isolate each cylinder from -building metals by installing dielectric material between the piston platen and car, insulating the bolts, and installing an insulated joint in the oil line. The oil line should be placed above ground if possible but, if underground, should be protected as described above for steel utilities. Cathodic protection is recommended for hydraulic cylinders or, as an alternative, each cylinder may be placed in a plastic casing with a plastic watertight seal at the bottom. • Encase cast and ductile iron pipe, valves, and fittings in an 8 mil polyethylene tube or wrap per AW WA Standard C105/ANSI 21.5. Electrically insulate underground iron pipe from dissimilar metals and above ground iron pipe with insulated joints. Apply cathodic protection. • Bare copper tubing should be, bedded and backfilled in alkalized sand at least 3 inches thick surrounding the tubing. However, if a recirculating hot water system is installed underground, buried hot copper tubing would be subject to corrosion by a thermogalvanic cell. The best corrosion control measure would be to place the hot copper tubing above ground. If buried, bare copper tubing should be encased in impermeable, unstretched, non —shrink insulation with the joints and seams sealed. • No special precautions are required for reinforced asbestos —cement or plastic piping placed underground from a corrosion viewpoint. Protect any iron valves and fittings as mentioned above. FIGURE 26 i LAW/CRANDALL, INC. March 21, 1994 MJS&A #94005 Page 4 • Where metallic pipelines penetrate concrete structures such as building floors or walls, use plastic sleeves, rubber seals, or other dielectric material to prevent pipe contact with the concrete and reinforcing steel. • On any type of pipe, coat bare steel appurtenances such as bolts, joint harnesses, or flexible couplings with a coal tar or rubber based mastic, coal tar epoxy, pipe wrapping tape, or equivalent after assembly. • Concrete structures and pipe in contact with these soils should be made with a seven sack mix using type 2 cement, type 2 cement with 25 percent replaced by class F bituminous fly ash with a sulfate resistance factor less than 1.5, or type 5 cement. • Concrete structures and pipe should be protected from acid attack where soil pH is less than approximately 5.0, unless the total acidity is less than 150 milliequivalent per kilogram. Concrete can be prevented with a coating such as coal tar epoxy or waterproofing, a gravel capillary break, or plastic moisture barrier. The soil can be neutralized by using an extra rich concrete mix, extra thickness of concrete, or mixing 3% by weight of hydrated time into the soil. Protection by neutralization should not be -attempted if soil moisture conditions are such that the acid can be replenished. • We recommend one or more of the following measures to mitigate chloride attack on reinforced concrete structures and pipe: 1) increased concrete cover, 2) a low water/cement ratio, 3) a corrosion inhibitor, 4) silica fume admixture, 5) fusion bonded epoxy coated rebar, G) waterproofing or coal tar epoxy coating the concrete exterior, 7) cathodic protection. Respe M.J. 5 IN Paul P tk/jjj Enc: WPI- vaa PREVIOUS INVESTIGATION M61.30916.0001 TABLE 1 RESULTS OF LABORATORY 'ANALYSIS ON SOIL SAMPLES Soil Resistivity Chemical Analysis in mg/kg (ppm) of dry soil Sample Soil Type As —receiver} Saturated Saturated 1D (ohm —cm) Soil EC' Ca Mg Na NH4 CO3 HCO3 Cl SO, S` Redox (ohm —cm) nH (mS/cm) 2661-30916 fill —sandy 1,000 350 5.1 1.91 640 595 435 NA nd 134 935 3,456 positive —30 1 @ 1.5' silt 2661-30916 siltstone 750 400 7.3 1.17 540 221 117 NA nd 403 885 900 NA NA 4 @ 7.5' 2661-30916 fill —clayey 540 280 4.7 3.05 2,368 427 nd NA nd 134 680 5,088 positive +30 8 @ 1.5' silt 2661-30916 silsione 540 310 6: 1.82 348 547 655 NA nd 171 779 3,192 —382 9 @ 5.5' positive nd = not detected NA = Not Analyzed 'Electrical Conductivity measured on a 1:5 soil to distilled water extract. Hoag Hospital Newport Beach, California Your #2661.30916, MJS&A #94005 F1 I M. J. SCHIFF & ASSOCIATES LI I I II II Consulting Corrosion Engineers 1291 NORTH INDIAN HILL BOULEVARD CLAREMONT, CALIFORNIA 91711 (714) 626.0967 July 29, 1988 LeROY CRANDALL & ASSOCIATES 900 Grand Central Avenue Glendale, California 91201-3009 PREVIOUS INVESTIGATION A-88260 Attention: Mr. Ben Weiss Re: Soil Corrosivity Tests Hoag Memorial Hospital Newport Beach, California Your IIA-88260, MJS&A f88178 Gentlemen: Laboratory tests have been completed on four soil samples we selected from your borings for the subject parking structure project at 301 Newport Boule- vard. The purpose of these tests was to determine if these soils may have deleterious effects on Underground utilities, hydraulic elevator cylinders, prestressed concrete piles, and concrete foundations. The electrical resistivity of each sample was measured in its as -received condition and again with distilled water added to create the standardized condition of saturation. Resistivities are at about their lowest value when the soil is saturated. The samples were chemically analyzed for the major anions and cations, and pH was measured. Results are shown in Table 1. One of the most useful factors in determining soil corrosivity is electrical resistivity. The electrical resistivity of a soil is a measure of its resis- tance to the flow of electrical current. Corrosion of buried metal is an electro-chemical process in which the amount of metal loss due to corrosion is directly proportional to the flow of electrical current (DC) through the soil. A soil's resistivity decreases and therefore its corrosivity increases pri- marily as its moisture and chemical contents increase. A commonly accepted correlation between electrical resistivity and corrosivity toward ferrous metals is: Soil Resistivity in ohm -centimeters Corrosivity Category 0 to 1,000 severely corrosive ' 1,000 to 2,000 corrosive 2,000 to 10,000 moderately corrosive over 10,000 mildly corrosive Electrical resistivities measured in the laboratory with as -received moisture content placed the fill in the moderately corrosive category and the other ' samples were severely corrosive. When saturated, they were all in the severe- ly corrosive category. pH values varied from 7.3 to 7.4 which is essentially neutral. This is not significant in evaluating corrosivity in this case. ' CORROSION AND CATHODIC PROTECTION ENGINEERING SERVICES SURVEYS PLANS AND SPECIFICATIONS INTERFERENCE PROBLEMS SOIL TESTS SUPERVISION INSPECTION AND ADJUSTMENT OF INSTALLATIONS FIGURE 29 ' } LeROY CRANDALL & ASSOCIATES — July 29, 1988 MJS&A #88178 Page 2 ' The chemical content was high in the sample from boring 2 and moderate in the others. The chloride ion concentration at boring 2 was at the low end of the range where they can overcome the corrosion inhibiting effect of concrete on ' reinforcing steel. We classify this site as severely corrosive to ferrous metals and recommend. ' the following corrosion control measures. Underground steel utilities should be blasted and given a high quality protec- tive coating such as 40 mil extruded polyethylene, 20 mil plastic tape over primer, or hot applied coal tar enamel or tape. Buried steel piping should be electrically insulated from dissimilar metals, cement -mortar or concrete coated steel, and above ground steel pipe Under- ground steel pipe must be bonded for electrical continuity if rubber gasketed, mechanical, grooved end, or other nonconductive type joints are used. ' Cathodic protection is recommended for underground steel utilities. Hydraulic elevator cylinders should be well coated as described above. Each cylinder should be isolated from building metals by installing dielectric material between the piston platen and car and also in the oil line. The oil line should be placed above ground if possible but, if underground, should be protected as described above for steel utilities. Cathodic protection is recommended for hydraulic cylinders or, as an alternate, each cylinder may be placed in a plastic casing with a plastic watertight seal at the bottom., ' Cast or ductile iron pipe, valves, and fittings should be encased in an 8 mil polyethylene tube or wrap per AWWA Standard C105 or ANSI 21.5. Underground ' iron pipe should be electrically insulated from dissimilar metals, cement - mortar or concrete coated iron,'and above ground iron pipe. Bare copper tubing should be bedded and backfilled with clean sand at least 3 inches thick surrounding the. tubing. No special precautions are required for asbestos -cement or plastic utilities ' placed underground from a corrosion viewpoint. However, any iron valves or fittings should be protected as mentioned above. ' Sand or gravel would be better than the existing clay for bedding and backfill of metallic and reinforced concrete piping from a corrosion standpoint. Where metallic pipelines penetrate concrete structures such as building floors ' or walls, plastic sleeves, rubber seals, or other, dielectric material should be used to prevent pipe contact with the concrete and reinforcing steel. On any type of pipe, bare steel appurtenances such as bolts, joint harnesses, or flexible couplings should be coated with a coal tar or rubber based mastic after assembly. ' FIGURE 30 POOR QUALITY ORIGINAL (S) LeROY CRANDALL & ASSOCIATES - July 29, 1988 MJS&A #88178 Page 3 Standard construction practices and concrete mixes may be used for concrete in contact with these soils using type 1 or 2 cement. Concrete cover over reinforcing steel in concrete contacting these soils should be at least 2 inches thick if placed against forms and 3 inches thick if placed against earth. Also a water/cement ratio not exceeding 0.55 is recommended to reduce concrete permeability. Assuming reinforced concrete pipe will have 1 inch of concrete cover on the soil side, the concrete should have a water/cement ratio not exceeding 0.50. As an alterma te, the reinforcing steel can be protected with a coating such as fusion bonded epoxy or by coating the concrete with a coal tar epoxy. It is assumed that prestressed concrete piles will contain at least 8 sacks of type 2 prestress cement per cubic yard of concrete, have a water/cement ratio not exceeding 0.45, and concrete cover at least 1.5 inches thick over embedded steel. This is sufficient protection from a corrosion viewpoint. Solid steel lifting lugs are recommended to prevent groundwater from wicking into the pile interior. If wire rope lifting lugs are used, they should be carefully drill- ed out 1 inch deep and the hole filled with epoxy. The scope of this study was limited to a determination of soil corrosivity and l its general effects on materials likely to be used for construction. If the / architect and/or engineers desire more specific information, designs, specifi- cations, or review of design, we will be happy to work with them as a separate phase of this .project Respectfully submitted, M. J. SCHIFF & ASSOCIATES i Paul R. Smith, P.E. cb Enc: Table 1 L22 FIGURE 31 M; M M M . v-1 v Location and Depth Soil Type B1 3.5' fill - silty sand B1 45.5' clay B2 29.5' clay B3 12.5' clay Table 1 - LABORATORY TESTS ON SOIL SA4PLES Soil Resistivity ----------Chemical Analysis in mg/kg (ppm) of dry soil--------- ohm-centimeters Calcium Magnesium Sodium Bicarbonate Chloride Sulfate As Rec'd Sat'd pH Ca Mg Na HCO3 C1 SO4 6,000 450 7.4 trace trace 402 trace 708 115 670 370 7.3 40 trace 472 122 637 200 550 330 7.3 520 trace 575 610 779 895 510 390 7.3 40 trace 460 122 637 i 170 Carbonates = 0 for all samples Hoag Memorial Hospital Newport Beach, California Your #A-88260, MJS&A #88178 F7 I M. J. SCHIFF & ASSOCIATES Consulting Corrosion Engineers 1291 NORTH INDIAN HILL BOULEVARD CLAREMONT, CALIFORNIA 9171T (714) 626.0967 May 18, 1987 LeRoy Crandall & Associates 900 Grand Central Avenue Glendale, California 91201-3009 PREVIOUS IIVVESTIGATION A-87147 Attention: Ms. Susana Kemmerrer Re: Soil Corrosivity Tests Hoag Memorial Hospital Newport Beach, California Your #AE-87147, MJS&A #87051 Gentlemen: Laboratory tests have been completed on four soil samples we selected from your borings for the proposed cancer center. The purpose of these tests was to determine if the soils may have deleterious effects on underground utili- ties, hydraulic elevator cylinders, and concrete foundations. The' electrical resistivity of each sample was measured in its "as received" condition and again with distilled water added to create the standardized condition of saturation. Resistivities are at about their lowest value when the soil is saturated. The samples were chemically analyzed for the major anions and cations, and pH was measured. Sulfides and oxidation-reduction (redox) potential, and pH were also measured. Results are shown on Table 1. Electrical resistivities of soils are a measure of their resistance to the flow of corrosion currents. Corrosion currents, following Ohm's Law, tend to be lower in high resistivity soils. The electrical resistivity of a soil varies, primarily with its chemical and moisture contents. A commonly accepted correlation between electrical resistivity and corrosivity toward ferrous metals is: below 1,000 ohm -centimeters severely corrosive 1,000 to 2,000 " " corrosive 2,000 to 10,000 " " moderately corrosive over 10,000 " " mildly corrosive Electrical resistivities measured in the laboratory with "as received" moisture content were in moderately corrosive and corrosive categories. When saturated, the sand remained in the moderately corrosive category, but the claystone dropped into the severely corrosive category. The sands were near their most corrosive moisture content as -received. The wide variations in soil resistivity can create concentration type corrosion cells that increase corrosivity beyond what would be expected based on the resistivities alone. pH values of the claystone varied from 4.6 to 6.3 which is very strongly acid to slightly acid. The sand pH was 7.7 to 8.1 which is mildly to moderately alkaline. Soils with a pH of less than 5.0 to 5.5 are detrimental to concrete 'and asbestos -cement. Oxidizing acids are corrosive to copper. CORROSION AND CATHODIC PROTECTION ENGINEERING SERVICES SURVEYS PLANS AND SPECIFICATIONS INTERFERENCE PROBLEMS SOIL TESTS SUPERVISION INSPECTION AND ADJUSTMENT OF INSTALLATIONS FICIDRR 3a 1 II LeRoy Crandall & Associates MJS&A #i87051 May 18, 1987 Page 2 The chemical content of the claystone was moderate with the predominant com- pound being calcium chloride in the shallow sample. The sands had low chemi- cal content. Sulfides, which are aggressive to copper, showed a trace reaction in the shal- low clay -stone in a qualitative test and no reaction with the other samples. The lowest redox potential indicates mildly oxidizing conditions in which anaerobic, sulfide producing bacteria may function. They require negative redox potentials to thrive. We classify this site as severely corrosive to ferrous metals and deleterious to concrete. The following corrosion control measures are recommended. Underground steel utilities should be given a high quality protective coating such as 40 mil extruded polyethylene, 20 mil plastic tape over primer per AWWA Standard C209, or hot applied coal tar enamel or tape per Standard C203. All underground steel should be electrically insulated from above ground steel, dissimilar metals, and cement -mortar or concrete coated steel. Under- ground steel pipe should be made electrically continuous if rubber gasketed, mechanical, grooved end, or other nonconductive type joints are used. For steel piping placed wholly in the sand and protected as recommended above, we would not anticipate corrosion problems for 20 years and probably much longer. Cathodic protection is recommended for underground steel utilities placed wholly or partially in the claystone. A sand backfill would be helpful but does not preclude this recommendation. Hydraulic elevator cylinders should be well coated as described above. Each cylinder should be isolated from building metals by installing dielectric material between the piston platen and car and also in the oil line. The oil line should be placed above ground if possible but, if underground, should be - protected as described above for steel utilities. Cathodic protection is recommended for hydraulic cylinders or, as an alternate, each cylinder may be placed in a plastic casing with a plastic watertight seal at the bottom. Cast or ductile iron pipe, valves, and fittings should be encased in an 8 mil polyethylene tube or wrap per AWWA Standard C105'or ANSI 21.5. This is not necessary for iron placed in the sand; however, such iron should not be placed in contact with concrete, cement -mortar, or dissimilar metals. Polyethylene plastic sheets 8 mils thick and dielectric joints may be used to prevent such contact. Copper placed in claystone should be coated with an 18 mil minimum plastic pipe wrapping tape over primer. In addition, an alkalized sand backfill (25 lbs. hydrated lime per cubic yard of sand) is recommended to counteract the acidic claystone. Bare copper should perform well in the sand. FIGURE 34 LeRoy Crandall & Associates May 18, 1987 ' MJS&A #87051 Page 3 ' An alkalized backfill is also recommended for asbestos -cement. No special precautions are required for plastic utilities placed underground from a cor- rosion viewpoint. However, any iron valves or fittings should be protected as mentioned above. Where metallic pipelines penetrate concrete structures such as building floors ' or walls, plastic sleeves or other dielectric material should be used to pre- vent pipe contact with the concrete and reinforcing steel. ' On any type of pipe, bare steel appurtenances such as bolts, joint harnesses, or flexible couplings should be coated with a coal tar or rubber based mastic after assembly. ' Standard concrete mixes may be used for concrete in contact with these soils using type 1 or 2 cement. Concrete structures should be protected from soils with a pH lower than 3.5. Protection could consist of neutralizing the soil with limestone or hydrated lime or preventing contact with waterproofing or a gravel capillary barrier. ' Concrete cover over reinforcing steel in concrete contacting these soil's should be at least 2 inches thick if placed against forms and 3 inches'thick ■� if placed against earth. Also a water/cement ratio not exceeding 0.50 is recommended to reduce concrete permeability. The scope of this study was limited to a determination of soil corrosivity and its general effects on materials likely to be used for construction. If the architect and/or engineers desire more specific information, designs, specifi- cations, or review of design, we will be happy to work with them as a separate phase of this project. Respectfully submitted, M. J., CHIFF &,AS�SQCIATES Paul .Smith, P.E. M, Encl: Table 1 - Laboratory Tests on Soil Samples FIGURE 35 NWAr aIrL■mr- IEPL IMPE surL now NNIK■rENFW now own fon= EWE Table 1 - LABORATORY TESTS ON SOIL SAMPLES Boring Soil Resistivity -------Chemical Analysis in mg/kg (ppm) of dry soil------- andSoil ohm -centimeters Calcium .Magnesium Sodium Bicarbonate Chloride Sulfate Sulfide Redox Depth Type As Rec'd Sat'd pH Ca Mg Na HCO3 C1 SO4 S - MV B2 40.5' claystone 1,300 690 4.6 80 24 253 244 283 400 none +290 B3 7.5' claystone 1,600 420 6.3 800 48 138 366 1345 600 trace +90 B4 7.5' sand 4,800 4,500 8.1 40 trace 23 122 71 95 none +240 B4 10.5' sand 3,700 2,400 7.7 40 trace 34 122 71 105 none +250 Carbonate - 0 for all samples Hoag Memorial Hospital Newport Beach, California MJS&A #87051 F4 • RBB ARCHITECTS INC Ea¢crz AIA ,r 11a: F ?mde: AAA ryW,L 80:01(i MIA A"'tA Jaffe AIA [Fnew. Purcell Ali. !09f0"w!snire Boulevard i 95 Calllomia 90024-3906 CW — PED LINK FIBER OPTIC CABLE REROUTE —LOWER LOOP HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE, P.O. BOX 6100 NEWPORT BEACH, CA 92658 RBB # 0611300 November 1. 2007 9 L J RBB ARCHITECTS INC i5?ne>s Poo N� i,IA ,�krs'� t°Aicr a; Etou�ea.;rd •DJ24 GSpC CW — PED LINK FIBER OPTIC CABLE REROUTE — LOWER LOOP HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE, P.O. BOX 6100 NEWPORT BEACH, CA 92658 RBB # 0611300 November 1, 2007 Architect ZZ& Structural Engineer Electrical Engineer 1. :. 3i 46 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 DIRECTORY DIRECTORY Page 1 OWNER: HOAG MEMORIAL HOSPITAL PRESBYTERIAN One Hoag Drive, P.O. Box 6100 Newport Beach, California 92658 Greg McClure TEL (949) 7644468 FAX (949) 764A466 ARCHITECT: RBB ARCHITECTS. INC 10980 Wilshire Boulevard Los Angeles, California 90024 TEL (310) 473- 3555 FAX (310) 312-3646 STRUCTURAL ENGINEERS: KPFF CONSULTING ENGINEERS 6080 Center Drive, Suite 300 Los Angeles, California 90045 TEL (310) 665-1536 FAX (310) 665-9070 CIVIL ENGINEERS: RBA PARTNERS, INC. 707 Wilshire Blvd., 40'' Floor Los Angeles, California 90017 TEL (213) 381-3400 FAX (213) 381-3037 LANDSCAPE ARCITECT: RABBEN/HERMAN DESIGN OFFICE, LTD 833 Dover Drive, Suite 9 Newport Beach, California 92663 TEL (949) 4548-3459 FAX (949) 548-5743 ELECTRICAL ENGINEERS: FUNDAMENT & ASSOCIATES 26 Executive Park,, Suite 100 Irvine, CA 92614 TEL (949) 251-1131 FAX (949) 251-9434 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN PROJECT MANUAL CW-PED LINK FIBER OPTIC CABLE REROUTE TABLE OF CONTENTS HOAG 125738 Page 1 RBB 0611300 Title Page Fly Sheet Signature Page Directory Table of Contents BIDDING REQUIREMENTS Document 00435. Substitution Request Form 2 00440 Substitution Listing 1 00930 Request for Information 2 Request for Information Form 1 RFI Log 1 Conditions of the Contract SPECIFICATIONS DIVISION 1 GENERAL REQUIREMENTS Section 01110 Summary of Work 8 01120 Special On -Site Requirements 5 Safety Incident Log 1 Accident Investigation Report 1 Instructions for Follow Up Care Document 1 01140 Work Restrictions 3 Utility Shutdown Request Form 1 01250 Contract Modification 6 Change Order Bulletin 1 OSHPD Form 1 Daily Time & Materials Report 1 01290 Payment Procedures 4 01310 Coordination 4 01315 Project Meetings 3 01320 Project Schedules 12 01326 Digital Construction Photographs 2 01340 Shop Drawings, Product Data, and Samples 6 Shop Drawings Log 1 01351 Hazardous Material Procedures 1 01351.A Supplementary Agreement Asbestos Notification and Disclosure 1 01355 Environment of Care Policy 1 EOC Project Reference Checklist 1 Utility Shutdown Request Form 1 Interim Life Safety Measures Form 1 Construction Site Daily Inspection Sheets 1 Fire Watch Log 1 Penetration Permit 1 Hot Work Permit 1 Tips for Working Construction at Hoag Hospital 1 Emergency Codes and Response 1 Construction Disruption Notice 1 01410 Regulatory Requirements 2 01420 Definitions 3 _ 01425 Reference Standards 2 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PROJECT MANUAL TABLE OF CONTENTS Page 2 01450 Quality Control 5 01520 Temporary Construction Facilities 9 015W Project Identification and Signs 3 01610 Product Requirements 4 01630 Substitutions and Product Options 4 01710 Examination Requirements 1 01720 Preparation Requirements 2 01730 Execution Requirements 3 01732 Culling and Patching 2 01740 Cleaning 2 01770 Contract Closeout 7 Punch List 1 01780 Project Record Documents 3 01840 Product Warranties and, Bonds 5 01840-A Form of Warranty 1 DIVISION 2 SITE WORK Section 02050 Demolition 4 02315 Excavating, Backfilling, and Compacting 5 02510 Asphalt Concrete Paving 5 02520 Site Concrete 5 02810 Irrigation 20 02920 Soll Preparation 10 02930 Turf & Grasses 5 02950 Plants 13 02970 Operation & Maintenance Landscape 5 DIVISION 3 CONCRETE 03200 Concrete Reinforcement 03300 Cast -In -Place Concrete DIVISION 4 MASONRY Not Used DIVISION 5 METALS 05120 Structural Steel 05730 Perforated Metal Panels DIVISION 6 WOOD AND PLASTICS Not Used DIVISION 7 THERMAL AND MOISTURE PROTECTION Section 07910 Preformed Seals 3 8 0 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 DIVISION 8 DOORS AND WINDOWS Not Used DIVISION 9 FINISHES Section 09900 Painting , DIVISION 10 SPECIALTIES Not Used DIVISION 11 EQUIPMENT Not Used DIVISION 12 FURNISHINGS Not Used DIVISION 13 SPECIAL CONSTRUCTION Not Used DIVISION 14 CONVEYING SYSTEMS Not Used DIVISION 15 MECHANICAL Not Used DIVISION NO.16 ELECTRICAL Section 16110 Conduit and Raceways 16117 Manholes 16130 Boxes END OF TABLE OF CONTENTS I0 PROJECT MANUAL TABLE OF CONTENTS Page 3 4 6 3 2 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 00435 SUBSTITUTION REQUEST FORM Page 1 SUBSTITUTION REQUEST FORM (To be filled out and submitted by General Contractors only) PROJECT: We hereby submit for your consideration the following product instead of the specified item for the above project. Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Submit with request all necessary samples and substantiating data to prove equal quality and performance to that which is specified. Submit specified manufacturer's data for ease of comparison to proposed manufacturer's data. Where more than one manufacturer is specified, select one for comparison. Clearly mark specified and proposed manufacturer's literature to indicate equality in (or superior) performance. Fill in blanks below (attach additional pages if required): A. Reason for request: . Specification Section or Drawing No. Proposed Substitution: Proposed Cost Savings: B. Does the substitution affect If yes, clearly indicate c C. Will the underChe ay fc cost caused b uesiE If no, clearly fu 0 E. What affect does to the building design, including engineering and detailing ion? Yes No have on other contracts or trades? What affect does substitution have on construction schedule? Manufacturers' warranties of the proposed and specified items are: Same Different If different, fully explain on attachment. G. Itemized comparison of specified item(s) with the proposed substitution; list significant variations: HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 00435 CW-PED LINK FIBER OPTIC CABLE REROUTE SUBSTITUTION REQUEST HOAG 125738 FORM RBB 0611300 Page 2 H. Accurate cost data comparing proposed substitution with product specified: Designation of maintenance -services and sources: CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL PERFORMANCE The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: Signature Dale Title Signature shall be by pe havin hoW to legally bind his firm to th abo a term Failure to provide legally binding wi esuil in retraction of approval. For use by the Architect only: Accepted Accepted as noted Not Accepted Received late END OF SECTION • 0 • r1 L_J • HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SUBSTITUTION LISTING DOCUMENT 00440 SUBSTITUTION LISTING Page 1 Pursuant to bidding requirements stated for this Work, the Contract Sum proposed by the undersigned on the Bid Form is for the Work as shown on the Drawings, described in the Specifications, and otherwise defined in the proposed Contract Documents. However, the undersigned proposes the following substitutions, this bidder's proposed Contract Sum will be reduced by the amount indicated. (If no substitutions are proposed, so state) Specified product Drawing No. Proposed Proposed reduction or material or Spec. Section substitution in Contract Sum NOTE: After Bids are received substitutions will not be considered except as specified in Section 01630 - Substitutions and Product Options. PROVIDE SIGNATURE IDENTICAL TO THAT SHOWN ON THE BID FORM CONTRACTOR: 0 Date: END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 00930 CW-PED LINK FIBER OPTIC CABLE REROUTE REQUEST FOR HOAG 125738 RBB 061130 INTERPRETATION PAGE 1 PART 1 GENERAL 1.01 REQUEST FOR INTERPRETATION A. Contractor request for Interpretation shall be submitted electronically via e-mail on the attached form "Request For Interpretation". Failure to submit questions electronically on this form or failure to complete "Contractors Recommended Solution" will be cause for rejection of the request for Interpretation by the Architect. The Contractor shall indicate if there will be a cost or time impact for the complete "Contractors Recommerded Solution", at the time of submission. Contractor is not obligated to identify the extent of cost or time impact at the time of submission. 1. Contractors wishing to use construction administration software which might include RFI Modules are welcome to do so; however, they will be required to export the required fields of information to our provided MS. Word template. Most CA software provides for this function to occur automatically and electronically in a seamless manner. 2. Contractor shall provide digital photographs attached within the electronic RFI to the Architect when applicable to describe field conditions or when required by Architect. Sketches, Drawings or other data shall be similarly attached. Refer to Section 01326. B. The Contractor and Architect will maintain an RFI log to track information pertaining to the RFI and its response. See attached sample. This Log will be available to all members of the construction team on a weekly basis as a minimum and the outstanding RFI log will be distributed at each OAC meeting to be discussed as an agenda item. C. All RFI's will be graded by the Architect at the time a response is generated and the RFI is returned to the Contractor. RFI's will be graded as follows: 1. Grade 1 - A Request For Interpretation that is not required to be answered by the Architect. Issues defined to be under the, control and coordination of the Contractor by the Contract Documents. Contractor is prohibited from claims for delay or cost for any RFI responses that are in this category. 2. Grade 2 - A Request For Interpretation that the Architect directs the Contractor an existing response or answer within the Contract Documents. Issues that the Contractor has.not exhausted their capabilities to find the information within the Contract Documents, including referenced standards incorporated and made part of the Contract Documents. Contractor is prohibited from claims for delay or cost for any RFI responses that are in this category. 3. Grade 3 - A Request For Interpretation that the Architect is required to respond to with a clarification or modification to the Contract Documents, which results in a no cost or time change to the Contract. An Architectural Supplemental Instruction will be issued in which the Contractor shall confirm that there is no cost or time impact. Contractor is prohibited from claims for delay or cost for any RFI responses that are in this category. 4. Grade 4 - A Request For Interpretation that the Architect is required to respond to with a clarification or modification to the Contract Documents, which results in a cost or time change to the Contract. Contractor will be requested to address claims for delay or cost if any, by responding to a Bulletin that the Architect will issue as a result of RFI's in this category. A Construction Change Directive or Change Order will be required to proceed with the work. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 061130 SECTION 00030 REQUEST FOR INTERPRETATION PACE 2 5. Grade 5 — A Request For Interpretation related to corrections required due to work found not to be in compliance with Contract Document Requirements will be considered additional scope services to be paid by the Contractor through the Owner. The Architect shag be paid hourly at 2.5 times direct payroll expenses and charge Consultants time at 1.26 times the amount billed the Architect for time required to respond to this classification. D. Review and response to all RFI's of Grade 3 & 4 will be included in the ArchiteclslConsugants scope. Review and response to Grade 1 & 2 RFI's that exceed 15% of the entire RFI quantity. The Architect shag be paid hourly at 2.6 times direct payroll expenses and charge Consultants time at 1.25 times the amount billed the Architect. A unit cost of 1 hour per discipline involved per RFI will be used as the basis for these charges. See par. C.5 for grade 6 compensation. E. Considering the front end planning and review diligence, placed on preconstruction services, the quantity of RFI's shall not be considered a reason in and of itself for claims for time or money (cumulative or dkecQ on the part of the Contractor. All Claims for time and money shall be associated with respective Bulletins and documented with a scheduling analysis as outlined in Section 01320. F. RFI's shag be responded to and distributed within 7 working days from the date the RFI is received by the Architect. Failure to respond to RFI's within this time frame will not be considered grounds for Contractors claim for time impact, unless substantial evidence is provided as outlined In Section 01320 - PROJECT SCHEDULES. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION 0 !I ISSUE DATE: REQUEST FOR INTERPRETATION RFI #: RESPONSE REQUIRED BY: PROJECT FACILITY: HOAG MEMORIAL HOSPITAL PRESBYTERIAN PROJECT NAME: CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT NO: RBB #0611300 TO: RBB ARCHITECTS INC 10980 WILSHIRE BOULEVARD LOS ANGELES CA 90024 ATTN: FAX NO: (310) 312-3646 DETAIL OR DRAWING REFERENCE(S): SPECIFICATION REFERENCE(S): INTERPRETATION REQUEST INSERT ATTACHMENT: 0 THIS REQUEST FOR INTERPRETATION WILL INFORMATION REPLY: INSERT ATTACHMENT: WRITTEN BY: ARCHITECT: RBB ARCHITECTS INC DATE: RECOMMENDED SOULUTION. xC: Classification of RFI: 0 RFI LOG Status as of., RBB ARCHITECTS INC Faclllty: Hoag Medical Hospital Presbyterian Classification Codes: HOAG Status Codes: • Project: CW-Ped Link Fiber Optic Re -Route 1= NO RESPONSE REQUIRED. CONTRACTOR RESPONSIBILITY qs ARCH. REVIEWING HOSPITAL 2=ANSWER EXIST, DIRECT CONTRACTOR TO LOCATION OF ANSWER 8• CONSULTANT REVIEWING Contractor: 3= REQUIRES A/E RESPONSE, NO COST OR TIME IMPACT C=COMPLETED RBB a 0611300 4e REQUIRES A/E RESPONSE, WITH COST OR TIME IMPACT Re CM TO RESUBMIT File Name: tRBB TO ISSUE BULLETIN) q= BULLETIN ISSUED COPIES TO c z Cl z o p LL DESCRIPTION u to z in I— to a t7 m EXPLANATION z ix vi 8 y < oiin v z 3 r z o o c m 0 o N a Page 1 of 1 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01110 CW-PED LINK FIBER OPTIC CABLE REROUTE SUMMARY OF WORK HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.01 WORK COVERED BY CONTRACT A. Work covers CW-Ped Link Fiber Optic Re -Route located at: Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, CA 92658 Work not included in this Contract: a. Items marked N.I.C. (Not In Contract) on Drawings. B. Contractor's duties: 1. Except as specifically noted, provide and pay for. a. Labor, materials and equipment. b. Tools, construction equipment and machinery. c. Other facilities and services necessary for proper execution and completion of Work. • 2. Pay legally required sales, consumer, and use taxes. 3. Secure and pay for,'as necessary for proper execution and completion of Work which are customarily. secured after the start of construction and which are applicable at time of receipt of bids: a. Permits. (General Construction permit will be reimbursed at cost by the Owner - do not include in Contract Sum) b. Government fees. c. Licenses and inspections. 4. Give required notices. 5. Comply with laws, codes, ordinances, rules, regulations, lawful orders and other legal requirements of public and quasi -public authorities which bear on performance of Work. 6. Promptly submit written notice to Architect of observed variance of Contract Documents from legal requirements. a. Appropriate Modifications to Contract Documents will adjust necessary changes. b. Assume responsibility for Work known to be contrary to such requirements, without such notice. 7. Enforce strict discipline and good order among employees. Do not employ on Work unfit persons or persons not skilled on assigned task. 1.02 CONTRACTOR USE OF PREMISES HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01110 CW-PED LINK FIBER OPTIC CABLE REROUTE SUMMARY OF WORK HOAG 125738 Page 2 RBB 0611300 A. Business as usual: Contractor is hereby made aware of the 24-hours "Business as usual" policy of the Bpikling Facility. Employees, patrons and visitors shall have unobstructed ingress and egress. Parking facilitles shall not be blocked or hindered. B. Access to occupied areas: Contractor shall give the Owner and/or occupant at least 30 days written notice prior to requiring access to or work in all occupied areas except the immediate remodeled area(s) as indicated on the Drawings. C. Confine operations at Project Site to areas permitted by: 1. Law. 2. Permits. 3. Ordinances. 4. Contract Documents. D. Do not unreasonably encumber Project Site with materials or equipment. E. Do not bad structure with weights that will endanger structure. F. Assume full responsibility for protection and safekeeping of products stored on premises.. G. Move any stored products which interfere with operations of Owner or other contractor. 1.03 PERMITS, LICENSES AND FEES A. OSHPD Plancheck and Permit: Owner will obtain and pay for permits from the Office of Statewidt! Health Planning and Design (OSHPD). B. Deferred Approvals from OSHPD: In accordance with Part 1, Title 24, California Code of Regulations, Section 7-153, where certain items, equipment or portions of their installation cannot be fully detailed or structurally calculated prior to selection of a specific manufacturer, the items or portions thereof may be indicated in the Documents as "Deferred Approval'. 2. All items noted or listed in the Contract Documents as "Deferred Approvar' shall not be fabricated or installed until they have been approved by the Office of Statewide Health Planning and Development (OSHPD). 3. All submittals for approval shall be submitted to the Architect through the Owner for the Architect's review and signature prior to submission to OSHPD. 4. For all "Deferred Approval" items provided by the Contractor, the Contractor shall be responsible for providing the details, structural calculations and other necessary data or material as required to complete the installation of the items and equipment without extra cost to the Owner. C. OSHPD Approvals for Substitute Products: Costs, if any, of plancheck and permit by OSHPD for substitute products proposed by Contractor will be paid by Owner and reimbursed to Owner by Contractor through an Owner Change Order. Refer to substitution provisions specified in Section 01630 - Substitution and Product Options. 11 G HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01110 SUMMARY OF WORK Page 3 D. Other Planchecks and Permits: Contractor shall obtain and pay for all fees from other authorities, utility companies and agencies having jurisdiction over the Work, including plancheck and permit fees. Owner will reimburse Contractor for the cost of plancheck or permit fee for the amount of the fee without markup. E. Assessments: Owner will pay all assessments and utility service connection fees. Costs of assessments and utility service connection fees shall not be included in the Contract Sum. F_ Licenses: Contractor shall obtain and pay all licenses associated with construction activities, such as business licenses, contractors' licenses and vehicle and equipment licenses. All costs for licenses shall be included in the Contract Sum. G. Test and Inspection Fees: 1. Contractor shall pay all fees charged by authorities having jurisdiction and from serving utility companies and agencies, for tests and special inspections conducted by those authorities, companies and agencies. 'Owner will reimburse Contractor for actual amount of such fees, without mark-up. 2. Owner will pay for all construction quality control tests and inspections performed by testing laboratory engaged by Owner. Refer to Section 01450 - Quality Control. Owner will deduct from Contractor payment the costs of repeating any failed tests and for additional costs due to Contractor's negligence or for their convenience. 1.04 LINES AND LEVELS A. Be responsible for the accuracy of the building lines and levels. Employ a licensed civil engineer or surveyor to establish and maintain all lines and levels necessary for the location and construction of the Work. B. Verify the levels shown on Drawings with existing levels and notify the Architect of any discrepancies before proceeding with the Work. 1.05 APPLICABLE CODES A. Refer to Drawings, end elsewhere herein. 1.06 ABBREVIATIONS IN SPECIFICATIONS accord accordance lbs. pounds Co. Company Mfg. Manufacturing Corp. Corporation No. number cu. cubic ' O.C. on centers Div. Division O.D. outside diameter dia. diameter psi pounds per square ft. foot (feet) inch gal. gallon (gallons) psi pounds per square hr. hour foot in. inch (inches) sq. square Inc. Incorporated T & G tongue and groove U.S. United States yd. yard (yards) HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01110 CW-PED LINK FIBER OPTIC CABLE REROUTE SUMMARY OF WORK HOAG 125738 Page 4 RBB 0611300 1.07 SYMBOLS IN SPECIFICATIONS "shall be" or "shall" - where used within sentences or phrases. #1 number 1# pound & and % percent C. Centigrade F. Fahrenheit ° degree per, except where used to combine words; example: powepfuel. inch (inches) foot (feet) (a� at 1.08 REFERENCE STANDARDS AND SPECIFICATIONS A. Comply with the applicable portions of standards and specifications published by the technical societies, institutions, associations and governmental agencies referred to in the Plans and Specifications. B. Comply with referenced standards and specifications; latest revision in effect at the time the • Contract is executed, unless otherwise identified by date. C. Listed hereinafter are the various organizations or references which may appear in the Plans and Specifications, along with their respective acronyms: AA Aluminum Association AABC Associated Air Balance Council AAMA Architectural Aluminum Manufacturers Association AASHTO American Association of Slate Highway and Transportation Officials ABMA American Bearing Manufacturers Association ACI American Concrete Institute AFPA American Forest and Paper Association AGA American Gas Association AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement and Control Association, Inc. ANSI American National Standards Institute APA APA The Engineered Wood Association ARI Air Conditioning and Refrigeration Institute ASHRAE American Society of Healing, Refrigeration and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWCI Association of the Wall and Ceiling Industries AWPA American Wood Preservers Association AWPI Amercan Wood Preservers Institute AWS American Welding Society AWWA American Water Works Association CBC California Building Code CISPI Cast Iron Soil Pipe Institute HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01110 CW-PED LINK FIBER OPTIC CABLE REROUTE SUMMARY OF WORK HOAG 125738 Page 5 RBB 0611300 CLMFI Chain Link Manufacturers Institute CRA California Redwood Association CRSI Concrete Reinforcing Steel Institute CS Commercial Standards, U.S. Department of Commerce CTIOA Ceramic Tile Institute of America DHI Door and Hardware Institute FM Factory Mutual FS Federal Specifications GA Gypsum Association GANA Glass Association of North America HPVA Hardwood Plywood & Veneer Association ICA International Copper Association ILEA Insulated Cable Engineers Association IEEE Institute of Electrical and Electronic Engineers, Inc: IESNA Illuminating Engineering Society of North America MIA Masonry Institute of America . MIA Marble Institute of America MLSFA Metal Lath/Steel Framing Association MS Military Specifications MSS . Manufacturers Standardization Society of the Valve & Fitting Industry NAAMM National Association of Architectural Manufacturers NADCA National Air Duct Cleaners Association NAIMA North American Insulation Manufacturers Association NBS National Bureau of Standards NEC National Electrical Code NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NOFMA National Oak Flooring Manufacturers Association NSF National Sanitation Foundation NTMA National Terrazzo & Mosaic Association OSHA Occupational Safety and Health Organization PCA Portland Cement Association PCI Precast/Prestressed Concrete Institute PDI Plumbing and Drainage Institute PS Product Standard, U.S. Department of Commerce RIS Redwood Inspection Service SDI Steel Deck Institute SIGMA Sealed Insulating Glass Manufacturers Association Sit Steel Joist Institute SMACNA Sheet Metal and Air Conditioning Contractors National Association . SPIB SSPC Southern Pine Inspection Bureau The Society for Protective Coatings SWI Steel Window Institute TCNA Tile Council of North America HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 UBC Uniform Building Code UL Underwriters' Laboratories, Inc. WCLIB West Coast Lumber Inspection Bureau WDMA Window and Door Manufacturers Association WI Woodwork Institute WHI Warnock Hersey International WWPA Western Wood Products Association 1.09 PRODUCT HANDLING AND PROTECTION SECTION 01110 SUMMARY OF WORK page 6 A. Transport, deliver, handle, and store materials and equipment at the Project Site in such a manner as to prevent the intrusions of foreign matter or moisture and to prevent damage. B. Hazardous substance compliance: Provide the Medical Center with copies of the OSHA Material Safety Data Sheets (MSDS) for all products containing a hazardous substance, examples: Adhesives, paints, sealants, and the like. C. Packaging: Provide packaged material in manufacturer's original containers with seals unbroken and labels intact until Incorporated into the Work. D. Remove all damaged or otherwise unsuitable material and equipment promptly from the Project Site. E. Protection: Protect all finished surfaces. 1A0 CONTRACT CLOSEOUT A. The following supplements the requirements of the General Conditions: 1. Closeout submittals: a. OSHPD Closeout: Refer to the requirements of Section 01770. b. Project Record Documents: Refer to the requirements of Section 01780. c. Warranties - Guarantees and Bonds: Refer to the requirements of Specification Section 01840. d.. Spare pans and maintenance materials: Refer to the requirements of Specification Sections. e. Deliver evidence of compliance with requirements of governing authorities: (1) Certificates of inspections: Mechanical and Electrical, and others as required. (2) Certificate of occupancy. I. Deliver certificates of insurance for products and completed operations. 2. Instructions: Instruct Owner's personnel in operation of all systems, mechanical, electrical and other equipment. 0 0 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 1.12 PUNCH LIST VERIFICATION SECTION 01110 SUMMARY OF WORK - Page 7 A. A punch list examination will be performed upon Substantial Completion of construction. One follow-up review of punch list items for each discipline will be provided. If further site visits are required to review punch list items due to incompleteness oUthe work by the Contractor, these visits will be reimbursed by the Contractor through the Owner. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 REQUIRED SITE PERSONNEL A. Within 7 days from the NTP, Contractor shall submit the qualifications for all required personnel for approval by the Owner in accordance with the requirements below. B. General Contractor. 1. Site Superintendent: All Superintendents have experience on at least two comparably sized hospital projects within the past seven years. All Superintendents have experience on at least two hospital projects under the jurisdictional review of OSHPD within the past seven years. 2. Project Executive: The Project Executive has experience on at least one comparably sized hospital project within the past seven years. The Project Executive has experience on at least one hospital project under the jurisdictional review of OSHPI) within the past seven years. 3. Lead Project Scheduler: The Lead Project Scheduler shall have been the responsible person in charge of scheduling for the projects named. 4. Lead Site Foreman: All Lead Site Foremen have experience on at least two comparably sized hospital projects within the past seven years. All Lead Site Foremen have experience on at least two hospital projects under the jurisdictional review of OSHPD within the past seven years. B. Electrical Contractor: 1. Site Superintendent: All Superintendents have experience on at least two comparably sized hospital projects within the past seven years. All Superintendents have experience on at least two hospital projects under the jurisdictional review of OSHPD within the past seven years. 2. Project'Execulive: The Project Executive has experience on at least one comparably sized hospital project within the past seven years. The Project Executive has experience on at least one hospital project under the jurisdictional review of OSHPD within the past seven years. 3. Lead Site Foreman: All Lead Site Foremen have experience on at least two comparably sized hospital projects within the past seven years. All Lead Site Foremen have experience on at least two hospital projects under the jurisdictional review of OSHPD within the past seven years. HOAG MEMORIAL HOSPITAL PRES13YTERIAN SECTION 01110 CW-PED LINK FIBER OPTIC CABLE REROUTE SUMMARY OF WORK HOAG 125738 Page 8 RBB 061130D C. Structural Steel Contractor. 1. Site Superintendent AN Superintendents have experience on at least two comparably sized hospital projects within the past seven years. AN Superintendents have experience on at least two hospital projects wider the jurisdictional review of OSHPD within the past seven years. 2. Project Executive: The Project Executive has experience on at least one comparably sized hospital project within the past seven years. The Project Executive has experience on at least one hospital project under the jurisdictional review of OSHPD within the past seven years. 3. Lead Site Foreman: All Lead Site Foremen have experience on at least two comparably sized hospital projects within the past seven years. AN Lead Site Foremen have experience on at least two hospital projects under the jurisdictional review of OSHPD within the past seven years. END OF SECTION 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART 1GENERAL 1.01 SUMMARY A. Section includes: Special on -site requirements, including: 1. Notification by Contractor to disturb normal operation of the facility. 2. Pollution and sound control. 3. Conduct on site. 4. Security requirements. 5. Special project procedures. 1.02 EXISTING HOSPITAL - REQUIREMENTS SECTION 01120 SPECIAL ON -SITE REQUIREMENTS Page 1 A. All activities and normal operation of the existing facility shall be maintained at all times. B. All measures as necessary shall be taken to prevent hospital personnel and -patients from entering the construction work area. Contractor's staging and storage areas, including stored equipment and tools are not to come in contact with hospital personnel and patients. 0 1.03 NOTIFICATION TO DISTURB NORMAL FACILITY OPERATIONS A. Notify the Owner's Representative two weeks in advance and in strict compliance with Hoag Policy of any construction activity that would disturb normal operation of the facility, such as temporary water and power outages, elimination of exits and entrances, road access and any other existing item necessary to be temporarily interrupted. Submit completed Utility Shutdown Request Form (enclosed). B. When possible, discuss these items at weekly project meeting prior to notification. C. Coordinate and provide temporary by-passes of existing utilities when possible or provide alternative supply of services required so as to minimize disruption of hospitals normal functions. D. Schedule and phase required shut downs of existing facilities utilities at odd hours and 'low use" periods as acceptable to Owner. Provide multiple shifts or additional labor, or overtime labor as required to meet the minimal disruption of services at no additional cost -to the Owner. Submit existing services shut -down plan (script) to the Owner for acceptance. Failure to obtain acceptance for this plan or to accommodate this plan in the construction schedule will not be considered grounds for claims of delay or extra cost by the Contractor. . E. Provide and maintain temporary exiting of existing building during all construction phases. Exiting requirements may include but not be limited to temporary construction barriers, exiting tunnels, temporary fire protection measures, and phased construction. Submit exiting plan to the Owner for acceptance and obtain acceptance from jurisdiction having authority during construction prior to commencement of construction in that area. Failure to obtain acceptance for this plan or to accommodate this plan in the construction schedule will not be considered grounds for claims of delay or extra cost by the Contractor. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01120 CW-PED LINK FIBER OPTIC CABLE REROUTE SPECIAL ON -SITE HOAG 125738 REQUIREMENTS RBB 0611300 Page 2 F. Submission and acceptance of exiting plan, and existing services shut -down plan, and inclusion of both into construction schedule will be a condition precedent for performing the work. 1,04 SPECIAL ON -SITE REQUIREMENTS A. Keep bud construction noise and pollution to a minimum. Provide sound barriers when noise would interfere with normal facility operations. Provide sound mufflers on all equipment which will permit such device. 1. Due to the proximity of the neighbor residences, Work that generates noise beyond Hoag's property shah be restricted to the following hours: a. Monday — Friday: 7:00 a.m. —7:00 p.m. b. Saturday: 8:00 a.m. — 6:00 p.m. c. Sunday-. No Work (Requires special permit from the City of Newport Beach). 2. Radios and other musk producing equipment are not permitted on the Construction site. 3. Use of offensive and vulgar language is not permitted. 4. Smoking is not permitted anywhere on the Hoag Campus. B. West Hoag Drive, from Hospital Road to South Hoag Drive is closed from 7:00 p.m. — 7:00 a.m. daily. C. Construction area, Contractor's staging and storage areas, etc., shah be property fenced with secure gates to keep hospital personnel and patients away from these areas. D. Contractor shall not permit: 1. Hospital personnel (statf) to obtain construction materials or construction waste materials. 2. Construction personnel to drink alcoholic beverages on the Hoag Campus. E. Before work is started, the Contractor shall furnish Owner's Representative the name of his (her) principal responsible official for the Contract plus at least one alternate, with their home addresses and phone numbers, who may be contacted in case of emergencies occurring outside the regular hours of work. The Contractor, at his (her) option, may also submit the names of additional persons to be contacted concerning other matters such as injuries, deliveries of materials, and similar items. F. Contractor shall arrange for the deliveries of supplies of materials and equipment to the work site or designated storage areas. Wherever practicable, deliveries shall be made during regular working hours. Hospital will not under any circumstances accept responsibility for receiving, unloading, or storing Contractor's materials. G. Contractor's worker:; will not be permitted in hospital buildings other than authorized work areas. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE • HOAG 125738 RBB 0611300 SECTION 01120 SPECIAL ON -SITE REQUIREMENTS Page 3 H. Contractor shall safeguard the work site and perform all operations in such a manner as to ensure that their employees, hospital personnel, visitors, and others who may gain access to the site will not be endangered. Provide and maintain warning lights, barricades, and other safety equipment as the Contractor may deem necessary. 1. Contractor shall not use elevators for moving material and equipment in buildings occupied by Hospital. J. Contractor shall be responsible for security of their property and material from theft and vandalism. K Contractor shall be responsible for excluding all but authorized persons from their work sites. L. All persons driving motor vehicles on Hospital premises in connection with Contractor business, including the driving of employees' personal vehicles, shall abide by the official Hospital motor vehicle and parking regulations as a condition of being permitted to enter the premises and as part of the Contract requirements. M. Employees of Contractor are not permitted to park in the general parking areas of Hospital except as approved by the Hospital Administration. Contractor shall provide or arrange for parking facilities for their employees to park only in designated areas. N. Contractor shall use only the truck routes designated by the Hospital for deliveries of material • and other contract operations. Designation .of truck routes shall be required and approved before the start of construction. Contractor shall be responsible for notifying all suppliers to make deliveries via the designated routes and post approved signs where necessary. O. Vehicles operated over hospital roads in connection with Contract work shall be loaded so as to minimize spillage of dirt, gravel, and other debris, The Contractor shall remove inadvertent spillages of construction materials, scrap, nails, and so on. Dirt and gravel spillages or accumulations shall be removed as soon as practicable, but in every case they shall be removed no later than the end of each workday. Where dust becomes a problem to hospital operations, the Contractor will be required to keep the area sprinkled to keep the dust out of operating buildings. P. Contractor is requested to use special care in maintaining their working areas free from food debris and wrappers. Contractor shall provide covered trash containers and shall be responsible for the sanitary collection and prompt removal of trash in these containers from Hospital grounds. 1.05 SPECIAL PROJECT PROCEDURES A. Products for patching and extending work: New Materials: As specified in applicable Sections of the Specifications, provide suitable products and construction procedures for patching and extending Work. B. Examination: See Section 01710 — Examination Requirements. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01120 CW-PED LINK FIBER OPTIC CABLE REROUTE SPECIAL ON -SITE HOAG 125738 REQUIREMENTS RBB 0611300 Page 4 C. Preparation: See Section 01720 — Preparation Requirements. 1. See Section 01354 — Infection Control Measures for requirements to contain dust and debris. 2. Coordinate construction to enable Owner to continue operation of existing areas and spaces. 3. See Section 01520-Temporary Construction Facilities for additional requirements. 4. Protective Devices and Directional Signage: Provide barricades, directional signage and other protective devices to enable Owner to continue operation of existing areas and spaces. The design and location of all temporary signage shall receive approval by the Owner prior to installation. See Section 01520-Temporary Construction Facilities for additional requirements. 5. Access for Work: Cut, move or remove items as necessary for Work, Replace and restore at completion. See Section 01732 — Cutting and Patching for additional requirements. 6. Disposal of Materials: Immediately remove unsuitable material not marked for salvage, such as decayed wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work. a. Do not allow debris.to accumulate in Work areas. b. Remove debris and abandoned items from Work area and from concealed spaces, daily. D. Execution: See Section 01730 — Execution Requirements. 1. Coordinate Work in a timely manner to expedite completion and minimize disruption to Owner's spaces. 2. Remove, cut and patch Work in a manner to minimize damage and to provide a means of restoring products and finishes to original or specified new condition. Refer to Section 01732-Cutting and Patching. 3. Install products as specified in applicable Sections. E Transitions: 1. Where Work abuts or aligns with existing construction, perform a smooth and even transition. Patches shall match existing adjacent construction in texture and appearance. 2. When finished surfaces are cut so that a smooth transition is not possible, terminate existing surface along a straight line at a natural line of division. Refer to Section 01732-Cutting and Patching. F. Adjustments: 1. Where a change of plane of 1/4-inch or more occurs, submit recommendation for — providing a smooth transition for Architect's review and approval. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01120 CW-PED LINK FIBER OPTIC CABLE REROUTE SPECIAL ON -SITE HOAG 125738 REQUIREMENTS RBB 0611300 Page 5 G. Repair of damaged surfaces: 1. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections. 2_ Repair substrate prior to patching finish. H. Finishes: Finish surfaces as specified in applicable Sections. Cleaning: 1. In addition to cleaning specified in Section 01740-Cleaning, clean Owner occupied areas affected by construction activities. 1.06 ON -SITE SAFETY REPORTING A. The Contractor is responsible for the safety on the Project Site. Within -twenty four (24) hours after occurrence of an accident or safety incident on the Project Site or premises surrounding the Project Site, caused directly or indirectly by Project activities, the Contractor is required to notify the Owner by submitting a Safety Incident Report. • B. The Contractor shall identify each Safety Incident Report with a separate number and each Report shall consist of the following: 1. An updated Safety Incident Log listing all previous accidents and incidents up to the date of submittal, showing date and time of occurrence, involved Contractors or Subcontractors, name of injured person, type of injury/brief description of accident, and classification of Safety Incident, for example First Aid Visit, Doctor's Visit, or OSHA Recordable. (Refer to attached form at the end of this Section). 2. An Accident Investigation Report filled out by the Contractor's Safety Representative, explaining the reasons of the accidentfincident, damages, and corrective actions. (Refer to attached form at the end of this Section). 3. A follow-up care record outing the treatment given to the injured party after the incident. (Refer to attached form at the end of this Section). PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION m1 nr. 0 6 0 c. m a n. a N ``o J U 0 Z ) LL: -' m cl) Z U o m a L S a N 3 LL LL- ti 55 OY FFW c O O �= O U i n..,..__ ..__,_.�__.__._�. Care CentP- • 1 190 BakcrStrect, $uitc }oo a, )-aiTrriew,;,t �-osCa �-! 626 : i4,`uo`o-250"v FAX 7i 4ioo'8-25 th Streci at ;NcuPon Bou evard, Costa Mesa, CA ➢2627 9491631-8300 FAX 9491645-4241 18Z55 Bronkhurst St, Suitt 100, South of Talbot, Fountain Valley, CA 92708 714/378-5330 F.AX ?1 4/378-5320 53-�-` Wamcr Avenuc, East of Bolsa Chica, Hnnriogton Beach, CA 92649',14,1840-0050 F. AK 7 14i840-5655 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 061130011300 PART IGENERAL 1.01 GENERAL SCOPE A. Utility Shut Down Procedure. B. Special Medical Gas Shut Down Procedure. PART 2 PRODUCTS Not applicable to this Sectibn. PART 3 EXECUTION 3.01 UTILITY SHUT DOWN PROCEDURE A. Procedure: 1. Preliminary Planning 2. Notification 3. Post -shutdown Procedure B. Preliminary Planning: SECTION 01140 WORK RESTRICTIONS Page 1 1. Two weeks prior to proposed shutdown date, The Contractor shall schedule a preliminary planning meeting with the following attendees: a. Owner's Representative. b. Hoag Engineering Representative. c. Contractor. 2. Agenda: Discuss shutdowmand prepare shutdown notification memo C. Notification: 1. The Contractor shall submit Utility Shutdown Request Form and obtain approval of such a minimum of three (3) working days prior to requested shutdown date. A script of the procedures required to complete the required activity shall be attached as applicable to the work. 2. The Owner's Representative will bwe responsible for notifying Haog Engineering and other affected departments (i.e. surgery, nursing tower, patient care/treatment) and departments adjacent to the Work. D. Post —shutdown procedure • 1. The Contractor shall submit a completed Utility Shutdown Notification Form verifying that the work was completed and the utility was re-established to thye original location. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 3.02 SPECIAL MEDICAL GAS SHUTDOWN REQUIREMENTS A. Procedure: 1, Preliminary Planning 2. Notification 3. Pre -shutdown meeting. 4. Shutdown procedure. 5. Post -shutdown Procedure B. Preliminary Planning: SECTION 01140 WORK RESTRICTIONS Page 2 1. Two weeks prior to proposed shutdown date, the Contractor shag schedule a preliminary planning meeting with the following attendees: a. Owner's Representative. b. Hoag Engineering Representative. c. Contractor. 2. Agenda: Discuss shutdown and prepare shutdown notification memo C. Notification: 1. The Contractor shag submit Utility Shutdown Request Form and obtain approval of such a minimum of fourtenn (14) calendar days prior to requested shutdown date. A script of the procedures required to complete the required activity shag be attached as applicable to the work. 2. The Owner's Representative wig bwe responsible for notifying Haog Engineering and other affected departments (i.e. surgery, nursing tower, patient care/treatment) and departments adjacent to the Work. D. Pre -shutdown meeting: 1. One week prior to proposed shutdown date, hold pre -shutdown meeting. 2. Conduct meeting per the following Agenda: a. Review: Proposed plan compliance with Master Plan Existing Plans — demo abandoned pipe Identify other maintenance that can be done concurrently Valve locations b. Confirm date and time for shutdown 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01140 WORK RESTRICTIONS Page 3 c. Review responsibilities: General responsible person in charge of shutdown Responsible person to shut down and turn on (Hoag Engineering turns valves off and on) d. Review Shutdown Procedure (outlined below) 3. All responsible parties shall sign plan. 4. Owner's representative to send Intra-hospital Memo. E. Shutdown Procedure: 1_ Pre -improvement. a. Set up back feed. b. Notify all areas. c. Turn valve(s) off. d. Wait 15-20 minutes. e. Call all departments on Medical Gas Shutdown Agenda Memo and confirm that there are no problems. f. Make improvements or modifications. g. Hoag Engineering turn on valve(s). 2_ Post -improvement: a. Certification by certification contractor, verify system integrity. b. IOR witnesses certification. c. Hoag Engineering Representative shall notify all departments that system is on-line, okay to remove portables. d. Certification Representative shall take bottles back to Materials Management. 3. Post -shutdown Procedure: a. As -built drawings b. Update document control c. Distribute drawings PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION r- UTILITY SHUTDOWN REQUEST FORM DATE: 1ROJECT: PROJECT MANAGER: LOCATION: DATE OF SHUTDOWN: TIME REQUIRED: .COMPANY: PHONEIBEEPER: CONTACT PERSON: AUTHORIZED: Reason for shutdown: AREA(S)AFFECTED: Project Manager Approval: Engineering Approval: Affected User Approval *E- Mail Needed ❑ ALL SHUTDOWNS ARE CONSIDERED wrr" RESPECTTO LIFE SAFETY wuEs (ILSM)_ ANY AREAS NEEDING FIRE WATCH WILL NEED TO BE REMEWED AND AUTHORIZED BYTHE PROJECT MANAGER. NORMAL HOURS OF OPERATION ARE 7:00 A.M. To 2:00 P.M., MONDAYTHROUGH FRIDAY. WORK DONE OUTSIDE OF THESE HOURS WILL REQUIRE REVIEW WITH THE ENGINEERING DEPARTMENT AND PROJECT MANAGERS. UnurrSRtrrDOWNSRfOWREAADHINUYOFTHREE f3I DAysnoncEPR1orrTOSHUrDOMHDATE. VY WORK DISABLING ANY FIRE ALARM DEVICE FOR MORE THAN HOURS REQUIRES NOTIFICATION OF FIRE DEPARTMENT BY THE ROJECT MANAGER. PROJECT MANAGER: DATE: TIME: Medical Gases Oxygen Medical Air Medical Waste Nitrogen Nitrous Other ❑ ❑ Vacuum Vacuum 1 ❑ Oxide 1 ❑ ❑ ❑ ❑ Fire Alarm System Smoke Water Flow Tamper Chime/strobe Smoke DEL Pull Stations Dete ,tor ❑ ❑ ❑ Cover ❑ ❑ ❑ (oy.) Fire Sprinkler System' Drain System Pneumatic Tube System `Fire sprinkler shutdown requires ❑ ❑ shutdown of Fire Alarm System. Domestic Water Cold Water Hot Water D.I. Water Steam Supply Condensate Return System ❑ ❑ ❑ ❑ ❑ Plant Operations Chilled Water Heating Water Air Handler Control Air Shutdown ❑ ❑ ❑ ❑ Electrical Branch Circuit Nurse Call Main Panel �I ❑ ❑ ❑ i Sewer System Branch Main ❑ ❑ Paging Overhead Intercom 1r -House Long Range ❑ ❑ —OMPLETION OF WORK WITH VERIFICATION UTILITY RE-ESTABLISHED TO ORIGINAL CONDITION. 0 CONTRACTOR: HOSPITAL REPRESENTATIVE: Fdt D%350CG A•UTgiTY SHTCwN FOMAdx HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01250 • CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT MODIFICATION' HOAG 125738 PROCEDURES Page 1 RBB 06113DO 1.00 GENERAL 1.01 SUMMARY A. Section includes: 1. Change Order Submittals. 2. Documentation of Change in Contract Sum and Contract Time. 3. Change Procedures. 4. Field Order Directives. 5_ Stipulated Sum Change Orders. 6. Time and Material Change Orders. 7. Execution of Change Orders. 8. Correlation of Contractor submittals. B. Related'documents sections: 1. Governing requirements for changes in the Work, in contract Sum and Contract Time: General Conditions of the Contract. 2. Applications for payment: Section 01290-Measurement and Payment. 3. Product options and substitutions: Section 01630-Substitutions and Product Options. 4. Project record documents: Section 01770-Contract Closeout. 1.02 ADMINISTRATIVE REQUIREMENTS A. Responsible Person for Contractor: Submit name of the individual authorized to receive construction change documents, and who is responsible for informing others in Contractor's employ or subcontractors of changes in the Work. B. Change Order Forms: Hoag Hospital Change Order Template. Attachment 01250.A 1.03 DEFINITIONS A Instruction Bulletin (IB): Written instruction, narrative or graphic in form, or both, with supplementary Drawings and/or Specifications, approved by the Owner and issued by the Architect to the Contractor after the date of the Contract, in response to a Request for Information (RFI), an Architect requested change, or Owner requested change. B. Change Order Request (COR): Written request, issued by the Contractor to the Architect and/or Owner after the date of the Contract, in response to an Instruction Bulletin. C. Change Order (CO): Refer to the Contract for definition. D. Field Order (FO): Written work order issued by the Owner directing a change in the work that is to commence immediately in order to prevent or mitigate Project delay, and when Project delay cannot otherwise be avoided. It is issued prior to agreement on adjustment, if any, in the Contract Sum or Contract Time, or both, and will be followed up by a Change Order. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01250 CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT MODIFICATION HOAG 125738 PROCEDURES Page 2 RBB 0611300 E. Refer to the Contract, the General Conditions Section, and other Division 1 Sections for further information. 1.04 CHANGE PROCEDURES A. Architect or Owner Initiated Changes: The Owner may issue a Bulletin which includes a detailed description of a proposed change with supplementary or revised Drawings and Specifications. 1. The Architect will identify each IB with a separate number and, if amendments to an ID are required, the Architect will identify each amendment with a numeric suffix (.1, .2, .3, etc.) to the original number. 2. Such bulletin may be issued as Request For Quote (RFQ) only. Contractor is to submit an itemized quotation for changes in the Contract Sum and / or Time, incidental to proposed modifications to the Contract Documents. Contractor is not to proceed with the work until so authorized. 3. Such Bulletin may be issued as Architects Supplemental Instructions (ASI) for minor changes to the work, not involving an adjustment In either the Contract Sum or Time. Contractor shall submit acceptance of the Bulletin for mirror changes as consistent with the Contract Documents. 4. Such Bulletin may be Issued as Field Order (FO) in order to expedite the work and avoid • or minimize delays in the work which may affect the Contract Sum or Time. The Contract Documents are amended immediately, and Contractor is required to proceed With the modification promptly. a. FO will be signed by the Owner. b. FO will indicate the change in Contract Sum and Time (if any), and will indicate it these amounts are fixed, estimated, or maximum. C. The Contractor Is required to submit final cost and changes in time for the work involved (if any), for inclusion in a subsequent Change Order. B. Contractor Initiated Changes: The Contractor may propose a change by submitting a request for change to the Architect describing the proposed change and its full impact on the work. Contractor must identify request by a number obtained from the Architect which utilizes the Bulletin numbering system. 1. Include statement describing reason for change, and full description of effects on Contract Sum and Time, related work and work being performed under separate contracts. 2. Request for substitutions shall be included in this category, with procedures as specified in Section 01600 - Product Requirements. 3. If accepted by the Owner, a FO will be issued using methods outlined in Par. 1.04.A.3. C. Change Order Requests (CORs): 1. Contractor may propose a change in the Contract Sum or Contract Time, or both, by submitting a COR to the Architect and Owner for review and action. Changes may consist of additions, deletions, or other revisions, if the Contractor believes that an Instruction Bulletin, RFI response, or any other document issued by the Architect and approved by the Owner results in a change in the Contract Sum or Contract Time, or both, it shall submit its COR promptly, and within fourteen (14) calendar days of the date of receipt of HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01250 . CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT MODIFICATION HOAG 125738 PROCEDURES Page 3 RBB 0611300 the Instruction Bulletin, RFI response, or any other document, or,within other time period as mutually agreed in writing between the Contractor and Owner. 2. Contractor shall identify each COR with a separate number. If amendments to a COR are required, each amendment shall be identified with a numeric suffix (.1, .2, .3, etc.) to the original number. 3. Change Order Documentation Procedure: a) Instructions: i. The information listed below is listed and needs to be submitted by the Contractor and any affected Contractor(s) with any proposal for additive or deductive changes OR MODIFICATIONS TO THE CONTRACT. Previously submitted information used to substantiate a prior proposal is not required to be resubmitted with the new proposal, provided the information is explicitly referenced and identified. Higher -tier Contractors are responsible for performing cost1price analysis on their lower -tier Contractors. In the event the higher -tier Contractor is unable to perform the required cost/price analysis, the higher -tier Contractor shall ensure that all lower -tier Contractor proposals include the required submission information identified below. Proposals that do not include, as a minimum, the required information listed below, will be returned for resubmission. Construction delays resulting from incomplete or . improper change order or claim proposals shall be the responsibility of the submitting Contractor. ii. Provide full information required for evaluation of proposed changes and to substantiate costs of changes in the Work. b) , General Submittals: Submit all proposals for additive or deductive changes of modifications to the contract to the Owner and include the following: A detailed narrative summarizing the scope of the change by each contractor requesting an adjustment of their contract. ii. A summary of all costs by cost element. iii. Identification, description, and submittal of all rate agreements utilized. iv. Identification and submittal of cost or pricing data that is based on verifiable factual information. v. Documentation and explanation of the estimating process used, including the judgmental factors applied and the mathematical or other methods used in the estimate, including those used in projecting from known data. vi. Schedule fragment for each change order. . vii. The schedule impact in days for each change order. c) Materials: Proposals involving materials shall include the following: An explanation of the basis for the kinds, quantities, and cost of all material elements proposed. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01250 CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT MODIFICATION HOAG 125738 PROCEDURES Page A RBB 0611300 n. A priced bill of material for the entire proposal showing part numbeddescription, unit cost, quantity required, extended cost, basis for the proposed price (quotation, prior purchase, similar item, and Ike items), and the rationale for the proposed price, unless an alternate method of estimaft material costs has been accepted by the Owner. iii. A summary by class of material (subcontracts, purchase parts, raw materials, and like items) showing base material costs and any factors applied (i.e., escalation, attrition, usage variance, and like items) and the basis for the development and application of these factors. iv. Specific contract effort to be performed and identification of each Contractor. For each contract change, provide a listirrg by source, Rem, quantity, and price, including the results of review of subcontract proposals. Where the required data or reviews have not been made available, provide the reasons for the omission. v. Identification of any Inter-organizailonal transfers. Provide complete supporting data and basis for these transfers. d) Direct Labor: Proposals involving direct labor shall include the following: 1. identificalion of Tabor hours by task by labor category/skill mix. If. A component breakdown of each labor rate by category. Identify any adjustment factors to these rates including the effect of union agreements and like Hems. !if. Backup justification for labor units required performing the work. e) Other Job Site Costs: Proposals involving other job site costs shall include a list of all other costs by category and/or element (e.g., utilities, equipment rental, supervision, etc.) and provide supporting schedules and tationaledor the amount proposed for each category element. Rental charges for necessary machinery and equipment, exclusive of hand tools, used directly in the performance of the change order shall be at rates not exceeding competitive rates, as approved by the Owner, obtainable from unrelated third parties in the area of the project site. f) Mark -Ups: Proposals involving rnatk-ups shall reflect the allowable percentages, in accordance with the General Conditions. g) Review and validate all lower -tier Contractor -pricing proposals by the Contractor prior to submittal to the Owner. Lower -bier Contractor cost breakdown backup information is required as described above. Failure to thoroughly review and validate subcontractor's price proposals is grounds for rejection. A. Upon the Owner's request, the Contractor shall promptly submit additional information needed by the Architect or Owner to properly evaluate the Contractor's proposal. 5. The Architect and Owner will review the Contractor's proposal and make a decision regarding action. 6. Architect and Owner may accept or reject the Contractor's proposal, request further documentation, and/or Owner may negotiate acceptable terms with -the -Contractor. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01250 • CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT MODIFICATION HOAG 125738 PROCEDURES Page 5 RBB 0611300 D. Field Orders (Fos): 1. In certain instances, the Owner may deem it necessary to issue a document instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a change order. 2. The document will describe changes in the Work, and will designate method of determining any change in contract sum/price and contract time based on either a lump sum amount or based on Time & Materials . The work will be based upon a "not to exceed" cost and a schedule to complete the work established by the Owner with the Contractor's concurrence, approved by the Architect. 3. The Contractor shall promptly execute the change in Work. 4. The Contractor shall comply with the procedures outlined above for documentation of Change Oroer_ 5. If the work is to be compensated based on Time & Materials, the Contractor shall utilize the Hoag Daily Time & Materials Work Report to document the Work (Attachment 01250.01). It shall be filled out and signed daily by the General Contractor's representative and by the Owner's representative. Reports over 24 hours old may be declared invalid. • 1.06 EXECUTION OF CHANGE ORDERS A. Contractor's proposed change order requests (CORs) that are accepted by the Architect and Owner, or are amended through discussions and agreement between the A[chitecl or Owner and Contractor, will be finalized by a Change Order to the Contract. Each Change Order shall constitute full compensation and final settlement of all costs for time and for direct, indirect, and consequential costs, including costs of delays, inconvenience, disruption of schedule, and loss of efficiency or productivity related to any Work either covered or affected by the change in the Work or related to the events giving rise to the contract modification. 1. In addition, an OSHPD Post Approval Document form will be issued. This form will be referred to herein -as an OSHPD Change Order. B. Upon proper execution of the Change Order, the Contractor shall proceed without delay with the Work described in the Change Order in compliance with the requirements of the Contract Documents. 1.07 WAGE RATES FOR WORK UNDER CHANGE ORDERS A. Within fourteen (14) calendar days after issuance of Notice of Award, the Contractor shall submit proposed wage rates for classes of personnel for both its work and for any Subcontractors regardless of tier. Final negotiated wage rates as agreed to by the Contractor and the Owner shall be used for future change order negotiations. Proposed wage rates shall be submitted in a format of the attached spreadsheet at the end of this Section (Attachment 01250.C. Proposed changes to the final negotiated wage rates shall be submitted to the Owner for approval. B. Provide union labor agreements and actual payroll accounting to Owner if required to resolve labor rates. C. Provide separate breakdown for Apprentice (include as many levels as necessary), Journeyman, Foreman, and General Foreman, as applicable. Do not use a composite rate. include a wage rate for straight time, time and one-half, and double time. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01250 CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT MODIFICATION HOAG 125738 PROCEDURES Page 6 RBB 0611300 D. A comprehensive breakdown of each labor classification may include, but is not necessarily limited to. Base Wage Vacation Health & Welfare Pensk nMrust Fund Apprentice Fund Training Fund Unemployment Social Security FUTA SUTA SUl Date through which wage rate is valid E NOTE: Any category other than those listed above shall include a detailed explanation as to what it constitutes (i.e., other, miscellaneous funds, and like items). 1.07 CUMULATIVE COST AND TIME ADJUSTMENTS A. Cumulative claims for cost and time will not be allowed. All cost and time claims shall be directly and proportionately assigned to specific Bulletins and accompanied by a detailed scheduling analysis required by Section 01320. B. The Contractor may not reserve a right to assess impact cost, extended job site costs, extended overhead, and/or construction acceleration at some later date as related to any and all changes. These costs or eAfmated costs shall be supported with full schedule and cost documentation • with each proposed change within the prescribed submission times. If a request for change is denied and the Contractor disputes the denial, the Contractor shall supply the aforementioned documentation to support the claim in accordance with Article 4.4 of the General Conditions for the Contract for Construction. The Contractor shall waive his right to impact, extended overhead costs and construction acceleration due to multiplicity of changes and clarifications. 1.08 RECONCILIATION OF CHANGE ORDERS A. Schedule of Values: Promptly revise the Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjustment to the Contract Sum. B. Schedules: Promptly revise progress schedules to reflect changes in Contract Time, revising sub -schedules to adjust time for other items of Work as may be affected by the Change. Submit revised schedules at next Application for Payment. END OF SECTION 0 r'1 LJ ATTACHMENT 01250.01 FACILITIES DESIGN b CONSTRUCTION ONE HOAG DRIVE • BOX 6100 • NEWPORT BEACH • CA 92658-6100 (949) 764-4488 (949) 7644466 FAX DAILY TIME AND MATERIALS WORK REPORT Project Name: Date: Project Number. Superintendent/Foreman: Company: DESCRIPTION OF WORK: LABOR HOURS NAME&TRADE STRAIGHT• OVERTIME TOTAL CLASSIFICATION MATERIALS AND EQUIPMENT USED QUANTITY DESCRIPTION ADDITIONAL COMMENTS Contractor's representative: Date: Acknowledged by: Date: Hoag representative The signature above serves only as an acknowledgement that the labor hours, materials and equipment indicated were used to perform the work described, and is not an acknowledgement that the described work is extra or modified contract work, or that a change order will be issued therefor. The signature — above does not approve any costs associated with the described work nor does it serve as an agreement by Hoag Memorial Hospital Presbyterian to pay any amount for this work. (T) 7M SHM 1 .R1v 12.9 4.do 9/2812006 of Issuance: ;lion Bulletin No: ATT: RBB ARCHITECTS INC Contract for. Bulletin 01 Owner. HOAG MEMORIAL HOSPITAL PRESBYTERIAN Project: CWPED LINK FIBER OPTIC CABLE REROUTE •Project No: RBB 0611300 DESCRIPTION OF WORK TO BE PERFORMED: REASON FOR CHANGE: REQUESTED BY: ACTION TO BE TAKEN: REQUESTFORQUOTE 0 Please submit an itemized quotation f angesi e nMEITi to sed modir nstolhe Co ad Doamenlsdescnbedheda NOT PROCEED wfr�M E WO DOECTS SUPPLEMENTAL INSTRUCTIONS STRUCTIONS EIN Uz signature r w. I- '; work shall be carried out In accardrance with the following supplemental Instructions Issued in accordance with the Contract Documents without change In Conrad Sum ur ContmctTime. Prior to proceeding In accordance with these instructions, indicate your acceptance of these Instructions for mlorchange to the Work as consistent with the Contract Documents and return a copy to the Architect. (Architects and Conlractors signatures required) CONSTRUCTION CHANGE AUTHORIZATION 0 In order to expedite the Work and avoid or minimize delays in the Work which may affect Contract Sum or Contract Time, the Contract Documents are herebt amended as desWbedbelow_ Proceed with this Workprompdy. Sumbit final costs for Work incolved and change In Contract Time (if any),for inclusion in a subject Change Order. (Architect, Owner and Contractor's signature required). The following is based on information provided by the contractor. Method of Delemaning Change In Contract Sum: (lump sum, unit prices, cast plus fee or other) Fixed r Estimated r Maximum r Fixed r Estimated r Maximum Change in Contract Sum $ Change in Contract Time Days ISSUED: CONFIRMED: AUTHORIZED: By Architect: Contractor By Owner Date Date Dale XC: - --___. ENCL: 0 41 in FACILITIES DEVELOPMENT DIVISION 1600 9 th Street. Room 420— Sacramento, California 95814 18319 th Street— Sacramento California 95814 311 South Spring Street, Suite 1001, Los Angeles, CA 90013 Post Approval Documents Phone (916) 654-3362 FAX (916) 654-2973 Phone (916) 324-9090 FAX (916) 324-9145 (North and Central Region) Phone (213) 697-0166 FAX (213) $97-0168 ' A Name of Facility OSHPD # Address - Street Facility I.D. # City County ZIP Title of Project Applicant Job # Date B ❑ Change Order CO* ❑ Addendum AD # ❑ Instruction Bulletin IB # ❑ Defferred Item DA # _ IB must be confirmed by change order ❑ C Scope of Change: SEE ATTACHED BULLETIN # Reason for Change: SEE ATTACHEDSIAMPLE List of Enclosures: SEE ATTACHED BULLETIN # D Total contract amount prior to this change: By reason of this modification, the contract completion date is changed Amount of this change: From ❑ Add ❑ Deduct Revised contract amount to dale: To Owner Contractor Signature Date Signature Date E Architect or Engineer in responsible charge of project Structural -Engineer (If applicable) Signature Dale Signature Date Firm Name RBR ARCHITECTS INC Firm Name Address Address City Slate Zip Cily State Zip Los Angeles CA 90024-3905 _ OSHPD APPROVAL: Signature: Date: HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01290 CW-PED LINK FIBER OPTIC CABLE REROUTE PAYMENT PROCEDURES - HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.01 SECTION INCLUDES A. Procedures for application for progress payments and for final payment under the Contract. 1.2 RELATED DOCUMENTS AND SECTIONS A. General Conditions of the Contract: Ptovisions for Progress Payments and payments upon achieving Substantial Completion and Completion of the Work. B. Accounting of costs for changes to the Work: Section 01250- Contract Modification Procedures. 1.3 SCHEDULE OF VALUES A. Schedule of Values, General: Prior to start of construction, secure the Owner's and Architect's approval of the Schedule of Values required to be submitted under paragraph 9.2 of the General Conditions and further described in this Section. 2. During progress of the Work, modify the Schedule of Values as approved by the Owner and to • reflect changes in the Contract Sum due to Change Orders or other modifications of the Contract. Said changes shall be tabulated and tracked separate from the original Schedule of Values under a section titled Summary of Changes. Each approved change shall be reviewed as an independent value with regard to percentage of completion of work and approval for payment of Work. 3. Base requests for payment on the approved Schedule of Values. B. Schedule of Values Procedures: 1. Schedule of Values shall be compatible with the "Continuation Sheet" accompanying applications for,payment. 2. Provide a detailed breakdown of the agreed Contract Sum showing values allocated to each of the various parts of the Work, as specified herein and in other provisions of the Contract Documents. 3. Prior to first application for payment, submit a proposed Schedule of Values to the Owner. a. Meet with the Owner and determine additional data, if any, required to be submitted. b. Secure the Owner's approval of the Schedule of Values prior to submitting first application for payment. 4. The cost breakdown shall include the following as a minimum content: a. The installed value of each item of work and each subcontracted item of work shall be listed as a separate line item to serve as a basis for computing values for progress payments. In no case shall We value of each item of work consisting principally of labor and materials exceed $50,000. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 b. Listings shah be coordinated with the Project schedule. SECTION 01290 PAYMENT PROCEDURES Page 2 c. Component listings shah each iris" a directly proportional amount of the Contractoes overhead and profit. d. For items on which payments will be requested for stored products, sub -values for the cost of stored products with taxes paid shall also be listed. e. The sum of values listed shall equal the total contract sum. 5. Substantiating information may be required by the Architect or Owner. The Contractor shall submit one copy of justifying data for each fine item amount in question. 6. Updated schedule of values is to accompany each application for payment. 1.4 APPLICATIONS FOR PAYMENT A. Application for Progress Payment: 1. Draft submittal: Unless otherwise directed by the Owner. a. Make a draft submittal of request for payment by filling In, with erasable pencil pertinent provisions of AIA Document G702 "Application and Certificate for Payment", plus continuation sheet or sheets, and or accompanying invoice or invoices. b. Make this preliminary draft to the Owner and the Architect at the last regular job meeting of each month. c. Revise the Draft submittal of request for payment as agreed at their job meeting, initialing all copies. d. At the last regular job meeting of the month, the Owner wig review the status of the Record Drawings to verify they are complete and current. 2. Format submittal: Urdess otherwise directed by the Owner. a. Make formal submittal of request for payment by filling in the agreed data, by typewriter, or neat lettering in ink or other method acceptable to Owner, on AIA Document G702, "Application and Certificate for Payment" or similar form acceptable to Owner, plus continuation sheet or sheets and accompanying invoice or invoices. b. Include with Application for Payment completed and notarized Release of Liens forms. Use Release of Lien forms as furnished by Owner, examples of which are enclosed as: (1) Attachment 01290.A Conditional Waiver and Release upon Progress Payment. (2) Attachment 01290.E Unconditional Waiver and Release upon Progress Payment. (3) Attachment 01290.0 Conditional Waiver and Release upon Final Payment. (4) Attachment 01290.1) Unconditional Waiver and Release upon Final Payment. c. Include with Application for Payment updated Construction Schedule and reports as specified in Section 01320 - Construction Project Schedule. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01290 CW-PED LINK FIBER OPTIC CABLE REROUTE PAYMENT PROCEDURES HOAG 125738 Page 3 RBB 0611300 d. .Include with Application for' Payment completed Consent of Surety to increase the Payment and Performance Bond amounts to excess of ten percent of the original Contract Sum or the most recently -approved amount authorized by the Surety (whichever is greater). e. Application and Certificate for Payment plus all Release of Liens forms and Consent of Surety shall be signed in blue ink by an authorized officer of the entity. Signatures shall be notarized. f. Submit the original of the Application and Certificate for Payment, and the continuation sheet or sheets to the Owner. g. The Owner will compare the formal submittal with the approved informal submittal and, when approved, will sign the Application and Certificate for Payment, will make required copies, and will distribute: (1) One copy to Contractor. (2) One copy to Owner. (3) One copy to File D1.10. (4) One copy to Owner. h. The Owner will, upon approval, disburse directly to the Contractor. . B. Application for Final Payment: 1. Owner's approval of applications for progress payment and final payment is contingent upon the receipt and approval of all Closeout, Commissioning and Project Record Documents, as specified in Section 01770 - Contract Closeout, Section 01780 - Project Record Documents and Section 01840 Product Warranties and Bonds. 2. If Contractor, subcontractor, or supplier has recorded a Mechanic's Lien and has not filed a claim, party making claim shall be required to provide a properly executed Release of Mechanics Lien in recordable form as approved by Owner. 3. If the Contractor, subcontractor or supplier has filed a Claim to perfect a Mechanic's Lien, the Claimant is required to provide the following: a. Release for Dismissal, with Prejudice, in recordable form as approved by Owner. b. Release of Mechanics Lien, in recordable form as approved by Owner. c Release of Stop Notice (if filed), in recordable form as approved by Owner. d. Withdrawal of Lis Pendens, recordable form as approved by Owner, 4. Waiver forms: a. For the sum total of all payments received, use the UNCONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT form, inserting the sum total of all payments received for the Work and completing the form. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01290 CW-PED LINK FIBER OPTIC CABLE REROUTE PAYMENT PROCEDURES HOAG 125738 Page4 RBB 0611300 b. For all payments. applied for (excluding retention) but not yet received, use the CONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT form. c. For the retention payment, use the CONDITIONAL WAIVER AND RELEASE UPON FINAL PAYMENT form. 5. Provide Unconditional and Final Release of Lien, Stop Notice and Bond Rights Upon Final Payment for each of the suppliers and/or subcontractors (in form as approved by the Owner) that has filed a Preliminary Notice. 6. Contractors Affidavit of Payment of Debts and Claims (AIA Document G706) or similar form acceptable to Owner. 7. Contractors Affidavit of Release of Liens (AIA Document G706A) or similar form acceptable to Owner. 8. Signatory Contractors and subcontractors shall be required to provide a Lefler of Good Standing from all the labor unlon(s) draws upon on this Project, which substantiates that employer is current with all fringe benefits and that union has no claims against employer for Work performed under the Contract on this Project. 9. If a payment bond was executed, Consent of Surety to Final Payment shall be prepared, signed and submitted by Surety Company. • 10. All Contract modifications shag be approved in writing by Owner and by Office of Statewide Health Planning and Design (OSHPD). Refer to requirements specified in Section 01250 - Contract Modification Procedures. 11. All corrections to Work ("punch list") shag be completed. For Work to be considered complete, review by Architect shall be completed and Owner's Written acceptance -shall be obtained. Refer to Section 01770 - Contract Closeout Procedures. 12. Inspection reports shall be completed. Refer to Section 01450 - Quality Control and Section 01455 — Structural Test and Inspections. C. Once all the above items are completed, received and approved by Owner, Contractor may submit an Application for Payment for retainage. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. • END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01310 CW-PED LINK FIBER OPTIC CABLE REROUTE COORDINATION HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.01 COORDINATION A. The Contractorshall be responsible for all Project coordination. B. Duties of Contractor. 1. Coordinate Work of all subcontractors and vendors. 2. Establish on -site lines of authority and communication. Schedule and conduct progress meetings among Contractors, Hoag Architect and subcontractors. 3. Construction schedules: a. Prepare detailed schedule of operations of all subcontractors on Project. b. Monitor schedules as Work progresses. c. Observe Work to monitor compliance with schedule. 4. Temporary facilities: a. Allocate space for temporary structures furnished by subcontractors as authorized by the Owner. b. Verify that adequate services are provided to comply with requirements for Work and climatic conditions. c. Administer traffic and parking controls. 5. Changes: a. Recommend necessary or desirable changes to Architect. b. Review subcontractor's request for changes and for substitutions. c. Submit recommendations to Architect. d. Process Change Orders as approved by OSHPD. 6. Permits and fees: Verify that subcontractors have obtained required permits prior to start of any work. 7. Review all Shop Drawings, Product Data, and Samples for compliance with Contract Documents prior to submittal to Architect for'design intent only'. 8. Interpretation of Contract Documents: a. Consult with Architect to obtain interpretations. b. Assist in resolution of questions which may arise. c. Transmit written interpretations to concerned parties. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 9. Maintain reports and records at Project Site. a. Daily log progress of Work, make available to Owner and Architect. b. Records: (1) Contracts. (2) Purchases. (3) Materials and equipment. (4) Applicable handbooks, codes and,standards. SECTION 01310 COORDINATION Page 2 c. Obtain information from subcontractors, and maintain record documents. d. Assemble documentation for handling of claims and disputes. 10. Verify that specified cleaning is done during progress of Work and at completion of each contract. 11. Start-up. a. Direct the check-out of utilities, operational systems and equipment. b. Coordinate initial start-up testing. c. Record dates of start of operation of systems and equipment. 12. Substantial Completion: a. Upon requesting a determination of Substantial Completion of Work from the Owner and Architect or portion thereof, prepare a list of incomplete or unsatisfactory items. b. Upon Owner's certification of Date of Substantial Completion, supervise correction and completion of Work as determined necessary by the Owner and Architect. 13. Final completion: a. Upon completion of punchiist items and all other outstanding Contract Work: (1) Submit written notice to Owner and Architect that Work is ready for final inspection. (2) Secure and transmit to Owner and Architect required closeout submittals. b. Turn over to Owner: (1) Operations and maintenance data. (2) Spare parts and maintenance materials. 0 • •I HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01310 CW-PED LINK FIBER OPTIC CABLE REROUTE COORDINATION HOAG 125738 Page 3 RBB 0611300 1.02 COORDINATION REQUIREMENTS A. Coordination: Contractor shall coordinate -the Work as stated in the General Conditions of the Contract. Contractor shall also coordinate Work under the Contract with work under separate contracts by Owner. Contractor shall cooperate with Owner and others as directed by Owner in scheduling and sequencing the incorporation into the Work of Owner Furnished/Contractor installed products identified in the Contract Drawings and Specifications. B. Relationship of Contract Documents: Drawings, Specifications and other Contract Documents in the Project Manual are intended to be complementary. What is required by one shall be as if required by all. What is shown or required, or may be reasonably inferred to be required, or which is usually and customarily provided for similar work, shall be included in the Work. C. Discrepancies in Contract Documents: In the event of error, omission, ambiguity or conflict in Drawings or Specifications, Contractor shall bring the matter to the Architects attention in a timely manner, for the Architects determination and direction in accordance with provisions of the General Conditions of the Contract. The Contractor will be deemed to have furnished complete working systems and where conflict in the documents is apparent, the greater quantity of materials and/or the higher quality. D. Construction Interfacing and Coordination: Layout, scheduling and sequencing of Work shall be solely Contractor's responsibility. Contractor shall bring together the various parts, components, systems and assemblies as required for the correct interfacing and integration of all elements of Work. 0 1. Contractor shall coordinate Work to correctly and accurately connect abutting adjoining, overlapping and related elements, including work under separate contracts by Owner, utility agencies and companies. 1.03 COORDINATION OF SUBCONTRACTS AND SEPARATE CONTRACTS A. Superintendence of Work: Contractor shall appoint a field superintendent who shall directly and full time supervise and coordinate all Work shown on the Drawings and in the Specifications. B. Subcontractors, Trades and Materials Suppliers: Contractor shall require all subcontractors, trades, crafts and suppliers to coordinate their portions of Work with the Superintendent, Architect, Engineer and Owner to prevent scheduling, sequencing, dimensional and other conflicts and omissions. C. Coordination with Work Under Separate Contracts: Contractor shall coordinate and schedule Work under the Contract with work being performed for Project under separate contracts by Owner, serving utilities and public agencies. Contractor shall make direct contacts with parties responsible for work of the Project under separate contracts, in order to provide timely notifications and to facilitate information. exchanges. 1.04 CONTRACTOR COORDINATION RESPONSIBILITIES A. Notwithstanding the information shown on the Drawings and indicated in the specifications. Contractor fully recognizes that the Drawings are only diagrammatic and are not intended to necessarily represent actual fit, tolerances, clearances, routing, or offsets required to achieve final coordination of systems or buildings components or to otherwise avoid conflicts between such components or systems. Contractor has adequately reviewed these documents to determine the degree of difficulty required on his part to achieve proper coordination and has HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01310 CW-PED LINK FIBER OPTIC CABLE REROUTE COORDINATION HOAG 125738 Page 4 RBB 0611300 allocated -sufficient money and personnel (notwithstanding the minimum personnel, requirements stipulated in the contract) to accomplish the necessary coordination, fit and routing of systems or components. Owner and Architect are not responsible for the quality or content of Contractor's work. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not -Used. END OF SECTION L J HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART IGENERAL 1.01 SUMMARY A. Section includes: 1. Preconstruction conference. 2. Site mobilization conference. 3. Construction progress meetings. 4. Pre -installation conferences. B. Related sections: 1. Summary of the Work: Section 01110. 2. Contract Modification Procedures: Section 01250. 3. Measurement and Payment: Section 01290. 4. Coordination: Section 01310. S. Quality Control: Section 01450. 1.02 PRECONSTRUCTION CONFERENCE SECTION.01315 'PROJECT MEETINGS Page 1 A. Preconstruction Conference: Owner will administer preconstruction conference for execution of Owner Contractor Agreement and exchange of preliminary submittal and other data. B. Schedule: Owner will Schedule Preconstruction Conference within 14 calendar days of Notice to Proceed. C. Location: Preconstruction conference will be held at office of Owner, unless otherwise directed. 1.03 SITE MOBILIZATION CONFERENCE A. Site Mobilization Conference: Owner will administer site mobilization conference at Project site for clarification of responsibilities of Owner, Architect and Contractor, use of site and for review of administrative procedures. B. Schedule: Site mobilization conference shall occur not later than one week after the Contract Award. C. Agenda: Site Mobili.-ation Conference shall cover the following topics as a minimum. 1. Special Project Procedures: Implementation of requirements, including those specified in Section 01120 - Special On -Site Requirements. 2. Subcontractors List: Contractor shall distribute and discuss list of subcontractors and suppliers. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01315 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT MEETINGS HOAG 125738 Page 2 RBB 0611300 3. Construction Schedule: Distribute and discuss initial construction schedule and critical work sequencing of major elements of Work, including coordination of Owner -Furnished/ Contractor -Installed (OFCI) products and work under separate, contracts by serving utility agencies and companies and Owner. 4. Designation of Key Personnel: Designate key personnel and update project directory for Owner, Architect, Architect's consultants, Owner's consultants, Contractor, major subcontractors, major materials suppliers, serving utility agencies and companies, other contractors performing work under separate contractor and governing authorities having jurisdiction. 5. Project Communication Procedures: Review requirements and administrative requirements for written and oral communications. 6. Change Procedures: Review requirements and administrative procedures for Change Orders, Construction Change Directives, Architect's supplemental instructions, Contractor's Requests for Information. 7. Coordination: Review requirements for Contractor's coordination of Work; review sequence and schedule for work being performed for Owner under separate contracts. 8. Submittals Administration: Review administrative procedures for shop drawings, project • data and samples submittals and review of preliminarysubmittals schedule. 9. Project Record Documents: Review requirements and procedures for project record drawings and specifications. . 10. Construction Facilities and Temporary Utilities: Designate storage and staging areas, construction office areas; review temporary utility provisions; present Owner's requirements for use of premises. 11. Materials and Equipment: Review substitution requirements; review schedule for major equipment purchases and deliveries; review materials and equipment to be provided by Owner (OFCI products). 12. Site Access by Owner and Architect: Review requirements and administrative procedures Contractor may wish to institute for identification and reporting purposes. 13. Testing and Inspection: Review tests and inspections by independent testing and inspection agency; review tests, inspections and reports by manufacturers; review tests and inspections by governing authorities having jurisdiction. 14. Permits and Fees: Review Contract requirements; review schedule and process for obtaining permits and paying fees. 1.04 CONSTRUCTION PROGRESS MEETINGS A. Schedule: Project meetings shall be held weekly throughout progress of the Work. B. Administration: Owner will preside at meetings, and the Architect shall record minutes and distribute copies within five days to Owner, Contractor, and all other participants. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC.CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01315 PROJECT MEETINGS . Page 3 C. Attendance: Contractor's project manager and jobsite superintendent shall attend each meeting. Contractor's subcontractors and supplier may attend as appropriate to subject under discussion. Owner will have a representative attend each meeting. Architect, Architect's consultants, and Inspector of record (IOR), as appropriate to agenda topics for each meeting and as provided in Owner -Architect Agreement, will also attend. D. Suggested Agenda for Progress Meetings: 1. Contractor's safety review and safety minutes. 2. Work progress, status of progress schedule and adjustments thereto. 3. Long -lead time equipment and materials delivery schedule. 4. RFI status 5. Submittals status. 6. Maintenance of quality standards. 7. Pending changes and substitutions. 8. Other items affecting progress of Work. • 9. Pay application progress review. 10. Inspection status. 1.05 PRE -INSTALLATION CONFERENCES A. Pre -installation Conferences: When required in individual specification Sections, convene a pre -installation conference prior to commencing Work specified in the Section. 1. Require attendance by representatives of firms whose activities directly affect or are affected by Work specified in the Section. 2. Review conditions of installation, preparation and installation procedures and coordination with related Work and work under separate contracts. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. 0 END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE . HOAG 125738 RBB 0611300 PART 1 GENERAL 1.01 SECTION INCLUDES A. Format. B. Content. C. Method of operation. D. Revisions to schedules. E. Submittals. F. Schedule impact analysis. G. Distribution. H. Execution. 1.02 RELATED SECTIONS A. Section 00930 - Requests for Information (RFI). • B. Section 01110 -Summary of Work. C.. Section 01290 - Measurement and Payment Procedures. D. Section 01310 - Coordination. E. Section 01315 -Project Meetings. F. Section 01340 — Shop Drawings, Product Data, and Samples. 1.03 FORMAT SECTION 01320' PROJECT SCHEDULES Page 1 A. Prepare and submit a cost -loaded Construction Schedule, utilizing the Critical Path Method (CPM), in the format including the Work Breakdown Structure (WBS). Submit six copies of the Construction Schedule to the Owner for review and acceptance within 30 calendar days of Notice to Proceed. The first progress payment shall be made based on the status of the Contractor's mobilization. The second progress payment shall not be made until an acceptable schedule that meets all the requirements of the specifications has been submitted and approved. The schedule shall show in detail the planned sequence of all Work items, including but not limited to such items as the fabrication phase and delivery of, mechanical or electrical equipment, critical submittals and long -lead items, planned mechanical or electrical tie-ins to existing utility systems, and shall clearly indicate the critical path. Update the progress schedule monthly and submit it to the Owner for review and approval. The Construction Schedule shall be built using Primavera Project Planner (P3) for Windows, latest version; upgrade the P3 to its latest version within 3 months whenever it becomes available. • B. In preparing all construction schedules, Contractor shall work with each lower -tiered subcontractor and supplier to obtain information pertinent to the planning and updating of their respective activities and schedules. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 125738 Page 2 RBB 0611300 C. At the Preconstruction Meeting, the use of CPM schedules for the project will be discussed. The Contractor shag make certain that its Project Manager(s), and Superinlendent(s), those of the major lower -tiered contractors, and any scheduling consultants employed, attend this meeting. During this meeting, the Owner will describe the objectives of using CPM schedules and the procedures and requirements for the preparation and use of the Contractor's Construction Schedule. D. The Contractor's Construction Schedule shag include all procurement -related activities that lead to the delivery of permanent materials to the site. Procurement activities Include but may not be limited to preparation of shop drawings, review and acceptance of stop drawings, materials fabrication, and materials delivery, OSHPD Deferred Approval Hems, product data and samples, and the Archftecls/Agency review of such submittals. E. Sequence of Listings: List by chronological order of the start of each Hem of Work. F. Data Media: Schedule submittals shag be in both electronic copies (3-112" floppy disks, Zip disk, or CD-ROM) and hard copies with sheet size In multiples of 8-1/2" x I or as requested by the Owner. G. The Contractors Construction Schedule shag bear the Contractors stamp of approval signed by the Contractor. The Contractors stamp of approval shall constitute a representation to the Owner that the Contractor verified all data in the Contractors Construction Schedule and assumes fug responsibility for doing so, and that the Contractor has reviewed and coordinated all activities and logic in the Contractors Construction Schedule with the requirements of the Work. H. Coordination: Contractor shag coordinate the Work as stated in the Conditions of the Contract. Contractor shag also coordinate Work under the Contract with work under separate contracts by Owner. Contractor shag cooperate with Owner and others as directed by Owner in scheduling and sequencing the'incorporation into the Work of Owner Furnished/Contractor Installed (OFCI) products identified in the Contract Drawings and Specifications. Relationship of Conh act Documents: Drawings, Specifications and other Contract Documents in the Project Manual are intended to be complementary. What is required by one shall be as if required by all. What is shown or required, or may be reasonably inferred to be required, or which is usually and customarily provided for similar work, shall be included in the Work. J. Discrepancies in Contract Documents: In the event of error, omission, ambiguity or conflict in Drawings or Specifications, Contractor shall bring the matter to Architects attention in a timely manner during the bidding period, for Architects determination and direction in accordance with provisions of the Conditions of the Contract. K. Construction Interfacing and Coordination: Layout, scheduling and sequencing of Work shall be solely the Contractors responsibility. 1. Contractor shall verify, confirm and coordinate field measurements so that new construction correctly and accurately interfaces with conditions existing prior to construction. F 1 L J 2. Contractor shall bring together the various parts, components, systems and assemblies as required for the correct interfacing and integration of all elements of Work. Contractor shall coordinate Work to correctly and accurately connect abutting, adjoining, overlapping and • related elements, including work under separate contracts by Owner, utility agencies and companies. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES . HOAG 125738 Page 3 RBB 0611300 L. Superintendence of Work: Contractor shall appoint a field superintendent and a project manager, who shall directly and full time supervise and coordinate all Work of the Contract. M. Subcontractors, Trades and Materials Suppliers: Contractor shall require all subcontractors, trades, crafts and suppliers to coordinate their portions of Work with the Contractor's field superintendent to prevent scheduling, sequencing, dimensional and other conflicts and omissions. N. Coordination with Work Under Separate Contracts: Contractor shall coordinate and schedule Work under the Contract with work being performed for Project under separate contracts by Owner, serving utilities and public agencies. Contractor shall make direct contacts with parties responsible for work of the Project under separate contracts, in order to provide timely notifications and to facilitate information exchanges. 1.04 CONTENT A. The Contractor shall show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. Activities shall be defined in sufficient detail and limited duration to allow for ease of tracking. Include and show all milestone activities. Link all the milestone activities to their logic predecessors and/or successors. The Construction Schedules shall show the breakdown of Work into activities and relationships to the extent required to effectively manage the Work. This shall include submittals requiring approval prior to use, as specified. The Construction Schedules shall show the division of the Work into activities and shall specify the progression from the Notice to Proceed to the completion of the Work. Each construction activity shown on the Construction Schedules will have a respective budget value as a portion of the Contract Price. The Construction Schedule shalt include appropriate time allowances for submittals, items of interface with work performed by others, and specified Construction, Physical Checkout, Field Test, Functional Test, Start-up and Commissioning Test activities. Site -related activities shall not reflect a combining of Work located in different structures, Work corresponding to different specifications, Work performed by different subcontractors (first and second tiers), or rough -in and finish Work of the same trade. Power and control wire shalt not be scheduled together in the same activity. Unless authorized by the Owner, a site -related activity shall span 20 work days or less, and, have a value not exceeding $100,000. All activity durations shall be in work days. B. Activities shall represent the continuous operation of a trade in the defined location. C. The Construction Schedule shalt show the requisite duties of the Contractor, the Architect, and the Owner and shall incorporate all appropriate activities and sequences including Owner furnished equipment including FF&E_ D. Identify Work of separate stages or phases and other logically grouped activities. E. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the last day of each month which is to coincide with the progress payment cut- off date. Also, provide actual start and finish dates for each activity. F. Include submittals and identify procurement of long -lead items in the CPM schedule. Provide a separate schedule of submittal dates for shop drawings, product data, and samples, and dates reviewed submittals will be required from Architect. Indicate decision dates for selection of finishes. 1. Include approval time after review of Architect for any items requiring OSHPD review, including provision for resubmittal time. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 125738 Page 4 RBB 0611300 G. indicate delivery dales for all pieces of equipment. H. Take into consideration time needed for inspection, testing, and surveying of Individual portions of the work. Coordinate content and cost -loading criteria with cost breakdown! schedule of values. J. Float Analysis: List early and late start, early and Tate finish dales for each activity. Identify total float time for each activity. K. Cost Loading: Assign a cost of Work for every activity as required by the cost breakdown/scheduie of values as detailed in Exhibit D and the Activity Code Dictionary in a manner acceptable to the Owner. Cost shag Include allocation for labor, materials, equipment, [overhead, profit, and bonds]. 1.05 METHOD OF OPERATIONS A. Establish method of operation with the Owner concurrent with the submittal of the complete construction schedule. The Contractor shag submit seven copies of the Work statement. B. The Work statement shag include: 1. Description of Work method for each on -she Work element of five working days or more. 2. Manpowepkuading for each on -site Work element of five working days or more. C. The Work statement shag include detailed narrative statements of assumptions and conditions, which provide supportive information for conclusions represented in the network schedules. The narrative shall indicate proposed areas for Work and for storage of specific materials, proposed use of equipment, and assumptions and methods that determine durations and sequences represented in specific areas of the network analysis and schedule. D. The Owner will review and return written comments on the Contractors Construction Schedule to the Contractor within 30 calendar days. E. If revisions are required, the Contractor shag make appropriate adjustments or corrections and shah deliver to the Owner the revised Contractors Construction Schedule directing specific attention, in writing, to adjustments or correclons other than those made in response to the Owner's comments on the previous submittal within 15 calendar days. The Owner will review and return written comments on the revised Contractors Construction Schedule within 15 calendar days. This step shag be repeated until the schedule is accepted. F. The Owners review and comments will be for conformance with the Contract Time and those sequences of Work indicated in or required by the Contract Documents, to record dales for milestones, and for conformance with the requirements of this section and other information given in the Contract Documents that may have a bearing on the schedule. The Owner's review will also be for reasonableness and consistency in the cost loading of the schedule activities. G. Once the Contractors Construction Schedule is accepted by the Owner, it becomes the baseline Contractor's Construction Schedule for the Work, and is the basis for (a) the monitoring of the Contractor's progress against milestones and Contract Time, and (b) the evaluation and reconciliation of extensions in Contract Time and (c) the basis for payment. 0 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 125738 Page 5 db RBB 0611300 1.07 REVISIONS TO SCHEDULES A. Neither the updating of the Contractor's Construction Schedule nor the updating of any report or schedule submitted to the Owner by the Contractor under this section shall have the effect of amending or modifying, in any way, the Contract Time, Contract Completion Date, or Contract Milestone Dates. B. Monthly review meetings between the Owner and the Contractor will be held within seven calendar days prior to the payment application date cut-off designated by the Owner. The purpose of this meeting is to finalize the percent to be paid for activities completed or in progress and to review and discuss any required corrections and proposed revisions to the schedule. C. Prior to the monthly review meeting, the Contractor will update the status of each activity in progress or completed with actual or estimated actual start and finish dates, physical percent complete and remaining duration for activities started but not completed and calculate the schedule using a date of the first day of the following month. The Contractor shall provide an electronic copy of the updated schedule to the Owner three work days prior to the schedule review meeting. The Contractor will provide appropriate reports as required by the Owner at the monthly review meeting. D. After the meeting, the Contractor shall make revisions to the status of activities as directed by the Owner and submit the payment application along with the final update of the Contractor's Construction schedule on or prior to the payment cutoff date. . E. The Contractor's Construction Schedule must be revised when it is no longer useful as a status and control mechanism as determined by the Owner or when a change or delay impacts the subcontractor's timing and sequence of the Work. Contract Time (including all contract milestones) cannot be changed without a formal Change Order approved by the Owner. F. All -schedule revisions must be presented at the monthly review meeting for Owner's coordination and acceptance. T he Contractor shall provide a separate subnetwork schedule for each proposed revision showing the revised activities and how they will be tied into the Contractor's Construction Schedule. No time or cost will be granted under this Contract for the cumulative effect of changes. G. Within five days after a problem which affects the schedule is recognized and documented, the Contractor shall submit to the Owner a recovery schedule that shall consist of proposed revisions to the Contractor's Construction Schedule demonstrating how the Contractor intends to achieve all contractual milestones including Contract completion within the allotted Contract Time. The accompanying narrative should describe the cause of the problems and the actions planned by the Contractor to recover the schedule. The Owner shall review and make recommendations to the Contractor's proposed solution. The Contractor shall promptly undertake appropriate action at no additional cost to the Owner to recover the schedule whenever the current schedule shows that the subcontractor did not or will not achieve a milestone established in the Contractor's Construction schedule. H. Appropriate recovery actions may include, but not be limited to, assignment of additional labor, and/or equipment, shift or overtime work, expediting of submittals or deliveries, overlapping of activities or sequencing changes to increase activity concurrence. I. The Contractor shall indicate on the Construction Schedule the progress of each activity to the monthly status date xnd projected completion date of each activity. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 126738 Page 6 RBB 0611300 J. Total goat and contract float belong to the project and are not for the exclusive benefit of any party. 7dal Fkrat is the number of days by which a part of the work in the Construction Schedule may be delayed from its early dates wigrout necessarily extending the Contract 7lne. Contract Font is the number d days between the subcontractor s anticipated date for early completion of il,e work, or specified part, arxi the cprresporxding Contract Time. Il shall be ava'dable 10 the Owner, their consultants, or the Contractor, lo accommodate changes in the Work, or 10 mitigate the effect d events that may delay performance or completion. The Owner wig monitor and optimize the use of float for the benefit of the Project. K The Contractor shag identify activities modified since the previous submittal, major changes in scope, and other identifiable changes. Proposed change orders shag be scheduled using a detailed fragnet clearly identifiable on the CPM. No changes shag be made to scheduled milestone dates without prior approval by the Owner. Extensions of time can only be made by charge orders approved by the Owner. L The Contractor shag provide a narrative report to define problem areas, anticipated delays, and impact on the schedule. The Contractor shag report corrective action taken or proposed action (including recovery schedules) and its effect, inckxling the effect of changes on schedules of separate prime subcontracts. Immediately notify the Owner of any potential sequencing or phasing conflicts with separate prime contracts that may arise. M. The Owner reserves the right to modify or change4he sequencing of activities or utilize float rune as needed to benefit the overall project as long as said charges do not affect the overall Contract completion or Contract amount. . N. An early completion schedule Is one that antkipales completion of all or specified pall of the Work ahead of the corresponding Contract Time. Since Contract Float belongs to the project, the Contractor shag not be entitled to any extension in contract time, or recovery for bny delay cost incurred because of extensions in an early completion date, until all Contract Float is used or consumed and performance or completion of the Work extends beyond the corresponding contract lime. O. Float suppression techniques are prohibited. The Contractor shall remove any float suppression techniques, e.g., preferential sequencing (crew movements, equipment use, for reuse, etc.), extended durations, imposed dates, scheduling of non -critical Work, artificial logic, and others, as a prerequisite to a request for an increase in contract price or contract time. Use of any type of schedule constraint requires prior approval by the Owner. P. All schedules prepared by The Contractor shag be based solely on the Work as awarded, and shag not include any substitute proposals, even if the Contractor pursues a substitution in accordance with provisions of the contract. In the event a substitute that is proposed by the Contractor involves a schedule impact, this fact shall be brought to the attention of the Owner and a course of action agreed to prior to implementation. Q. The revised construction schedule is to include a time -scaled CPM Plot on D-size paper sorted by area, total float, early start, and early finish. The plot must clearly and legibly show all activities and logical ties and shall display each activity title, original duration, remaining duration, and total float value. The plot must also show the critical path for completion of the Work. R. Four tabular activity reports shall be created by the Contractor sorted by: 1 Bid Item, Activity ID. 2. Bid Item, Responsibility, Activity ID. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 125738 Page 7 RBB 0611300 3. Bid Item, Area, Early Start Date, Early Finish Date. 4. Total Float, Early Start, Early Finish. S. The Activity Reports shall include activity description, total duration, early start and finish dates, late start and finish dates, free float, total float, percent complete and remaining duration. T. A tabular logic report shall be created by the Contractor sorted by Activity ID including activity description, total duration, early start and finish dates, late start and finish dates, free float, total float, percent complete, remaining duration, and detailed predecessor and successor information for each activity, including any lag. U. A tabular cost report shall be created by the Contractor sorted and sub -totaled by bid item, area and responsibility showing activity number, activity description, budgeted cost, physical percent complete, actual cost to date, actual cost for the current period, and estimate to complete. V. A detailed list shall be created by the Contractor of any added or deleted activities, changed actual dates, changes made to schedule activity descriptions, original durations, budgets, or logic since the last revision. W. A histogram shall be created by the Contractor showing on a monthly and cumulative basis the earned value of man-hours as compared to the approved baseline schedule. • X. A histogram shall be created by the Contractor showing on a monthly and cumulative basis the earned value of each loaded resource, e.g., cast -in -place concrete, as compared to the baseline schedule. Y. A schedule narrative shall be created by the Contractor. 1.08 SUBMITTALS A. Submit a preliminary schedule at the preconstruction meeting for review, comment, and coordination with work of separate contracts. Incorporate review comments recommended by the Owner into the CPM schedule required in Paragraph 1.03.A. U. Submit six copies of a cost -loaded CPM schedule as outlined in Paragraph 1.03.A. C. Submit revised construction schedules with..each application for payment. Approval of Contractor's monthly progress payments is contingent upon the submittal of a current, accurate, and logical schedule acceptable to the Owner. D. Schedule submittals submissions in accordance with Section 01340. Resubmittals shall incorporate the same review time as the initial submittal Schedule 120 days for OSHPD review of structural Deferred Approval item, and 90 days for OSHPD review of non-structural Deferred Approval item. OSHPD resubmittals required shah incorporate the same review time as the original. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 126738 Page e RBB O611300 E. Update the Construction Schedule each month. Updating the schedule shall consist of the following: 1. Updating Activity Status: a. Each monk the Contractor shag enter percent complete, remaining duration, actual start, and actual completion dates into the schedule and recalculate the schedule based on the payment cutoff date for that month. Percent complete shag be the percent agreed to by the Owner at the monthly schedule meeting. Remaining duration shag be the Contractor's best estimate of the time required to complete activities that have been started but are not yet complete. Percent complete and remaining duration shag be arrived at independently for each activity. The remaining duration shag not be automatically calculated by the scheduling software based on the percent complete. The retained logic method of schedule calculation shag be used to tabulate the schedule unless otherwise approved by the Owner. 2. Corrections to the Schedule: a. Each month, the Contractor shag make those corrections to the Construction Schedule that have been identified by the Owner since the last update. Generally, these corrections wig include but may not be limited to correction of inaccurate actual dales, correction of logic for activities that did not start or finish as scheduled and are being driven by the data date, inaccurate representation of contract milestones, missing actual start or completion dates, incorrect budget or actual cost amounts, and out of sequence progress. The Contractor shag also correct any similar errors he/she is aware of and shall inform the Owner of any such corrections, 3. Revisions to the Schedule: a. Schedule Revisions are defined as any changes to schedule activities or logic other than the updating of actual start and completion dates, percent complete, or remaining duration. All schedule revisions must be approved by the Owner in writing prior to incorporation into the schedule. Schedule revisions shall be based upon the impact to the schedule of changes in the Work or other delays as agreed to by the Owner during negotiations for the change or other impact in question. The specific activities added and their logical ties to existing schedule activities shall be explained in detail in the schedule narrative. After any schedule impact is negotiated and the specific activities and logic to be added have been approved, the subcontractor shall promptly incorporate the revision into the schedule prior to the next update. Added activities shall be coded as directed by the Owner. Revisions shall be resource loaded. No cost shall be added to the schedule until after a Change Order has been issued and any reallocation or redistribution of costs are approved by the Owner. F. Each schedule update will include the same reports and plots required for the initial submittal of the Contractor's Construction Schedule. G. The amount payable to date of any activity shall always be equal to the physical percent complete of the activity multiplied by the budgeted value for the activity. The resource/cost percent complete field, or it's equivalent in scheduling software other than P3, shall not be used. H. Owner acceptance of the Contractor's schedule does not relieve the Contractor of responsibility for the accuracy or feasibility of the schedule or for its ability to meet the contract completion date. Such acceptance does not warrant, acknowledge, or admit the reasonableness of durations or 0 0 HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES • HOAG 125738 Page 9 RBB 0611300 logic of the Contractors -schedule. The Contractor shall prepare copies of a three-week look -ahead construction schedule for use and distribution during the weekly' construction progress meetings. This schedule shall clearly define all current and projected Work for that three-week iimeframe, including interfaces (i.e., staging, schedule, interferences, and like items) with the Hospitars special equipment installation and other ongoing construction packages. The Contractor shall identify required inspections and shall be prepared to discuss this schedule in detail at the weekly construction progress. meeting. J. Schedule Impact Analysis: Whenever the Contractor requests an extension of the Contract Time or any modification of a Contract Milestone, the Contractor shall provide an analysis of the critical path. At a minimum, the analysis must contain the following: 1. The current construction schedule of the time or impact was identified of the Contractors Construction schedule on which the analysis is based. 2. The contract milestones affected and the dates requested for each change. 3. A plot starting at the time line and showing the controlling path to each affected milestone before the change or delay in question. 4. A plot including the activities that were added to represent the change or delay starting at the. time line and showing the controlling path to each affected milestone after the change or • delay in question. 5. A listing of all activities and logic added, deleted or changed to represent the impact of the change or other delay being analyzed. 6. Provide an electronic copy of both before and after schedules on 3-1/2-inch floppy disks, or CD- ROM. The schedule files shall be in Primavera Project Planner (P3). 1.09 DISTRIBUTION A. Distribute copies of reviewed schedules to Contractor's project site file, lower -tiered subcontractors, suppliers, and other concerned parties. B. Instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules. 1.10 CONSTRUCTION PROGRESS REPORTS A. Construction Progress Reports: In addition to reports related to Construction Schedule,specified above, Contractor shall prepare and submit the following. B. Daily Log: Contractor shall maintain a written daily log at the job site with the following information as a minimum: 1. Date. 2. Weather conditions. 3. Subcontractors and trades performing Work under the Agreement on the Site, and number of workers each and number of hours worked by each worker. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01320 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT SCHEDULES HOAG 125738 Page 10 ! . RBB 0611300 4. Others on the -Site performing work for Owner under separate contracts. 5. List of visitors to site, giving name, company or agency affiliation aril telephone number. 6. Descriptions of situations and circumstances which could delay normal progress of Work or which could be basis of claim for change in Contract rime or Contract Sum. 7. Changes to Work and who authorized changes. 8. Comments, as Contractor determines are appropriate for Project record. C. Submission of Logs: Submit one copy of daily logs to Owner at weekly intervals, for review at Construction Progress Meetings. 1.11 SCHEDULE REVIEWS BY CONTRACTOR A. Schedule Reviews by Contractor. AM schedules shall be reviewed and approved by Contractor prior to submission for review by Owner. B. Changes and Deviations: Identify all deviations from requirements of Drawings and Specifications. 1. Changes in the'Nork shall not be authorized by submittals review actions. 2. No review action, implicit or explicit, shall be interpreted to authorized changes in the Work. 3. Changes shall only be authorized by separate written Change Order or Construction Change Directive, in accordance with the General Conditions of the Contract and Section 01250 - Contract Modification Procedures. 1.12 SCHEDULE REVIEWS BY OWNER A. Schedule Reviews by Owner: Reviews by Owner shall not be interpreted to establish or approve the means, methods, techniques and sequences of construction. 2. Reviews by Owner will be to ascertain the general status of construction and to record dates for completion milestones. 3. Reviews by Owner will be for reasonableness and consistency in the cost loading of scheduled activities. 4. Reviews by Owner will be to assist in planning for disbursement of funds. 5. Reviews by Owner will be to determine compliance with requirements specified in this Section for preparation and submission of schedules and to determine whether other information given in the Contract Documents, having a bearing on the schedules, has been incorporated. • 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01320 PROJECT SCHEDULES Page 11 B. Review Comments by Owner: Owner will promptly review Construction Schedule and respond with written comments to Contractor in a timely manner. Owner's review and acceptance of Construction Schedule shall not reffeve Contractor of responsibility for accuracy or feasibility of the Construction Schedule or for its ability to meet the Contract completion date. 2. Such acceptance shall not warrant, acknowledge or admit the reasonableness of durations or logic of Contractor's schedule. 1.13 SUBMISSION AND DISTRIBUTION OF SCHEDULES AND REPORTS A. Submission of Schedules and Reports: Comply with general requirements specified in Section 01340 — Shop Drawings, Product Data, and Samples. Make submissions at increments and occasions as specified above. 1. Unless otherwise directed, submit seven printed copies of schedules and reports on opaque paper. 2. Unless otherwise directed, submit one copy printed on reproducible paper, where indicated, with one accompanying copy printed on opaque paper. 3. Where electronic media is specified, submit document files on compact disk - read only (CD-ROM) media, in file format of specified computer application program. 4. Unless otherwise directed, make submissions to Owner. B. Distribution of Schedules and Reports: 1. Owner will distribute copies of reviewed schedules and reports to Owner, Architect, Inspector of Record (IOR), Testing Laboratory and other parties providing services to Owner and Architect. 2. Contractor shall distribute copies of reviewed schedules and reports to Contractor's home office and field staff, subcontractors, suppliers and other parties providing products and services to Contractor. 3. Owner and Contractor shall instruct recipients to promptly report, in writing, problems anticipated by projections indicated in schedules and reports. 4. Contractor shall post one copy, minimum, of most recent Construction Schedule in Contractor's jobsite office, readily available for use by Owner, Architect, Inspector of Record (IOR) and Testing Laboratory. 5. Contractor shall preserve minimum of two copies of all superseded schedules and reports, with minimum of one copy available at jobsite office for reference by Owner. 1.14 HOLIDAY SCHEDULE A. Construction workdays are to be scheduled using union holidays at a minimum. Contractor shall make arrangements with the Owner for access to the site on the union holidays. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION SECTION 01320 PROJECT SCHEDULES Page 12 0 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01326 CW-PED LINK FIBER OPTIC CABLE REROUTE DIGITAL CONSTRUCTION HOAG 125738 PHOTOGRAPHS RBB 0611300 Pagel PART 1 GENERAL 1.01 SUMMARY A. Section includes: Administrative and procedural requirements for construction photographs. 1.02 SUBMITTALS A. General: Refer to Section 01340 for general submittal requirements. B. Digital Prints and Electronic Files: Submit 1 print and set of digital files of each view directly to Owner within 5 days of taking photographs. 1.03 QUALITY ASSURANCE A. Qualifications: Photographer may be a firm or an individual of Contractor's staff who is knowledgeable in digital photography, file transfer protocol and construction work. B. Digital camera shall produce digital photos of high resolution equal to 4.0 mega pixels or greater. PART 2 PRODUCTS 2.01 PHOTOGRAPHIC COPIES A. Provide 4" by 6" color prints on 8 112" x I high resolution 20 lb. ink jet paper. Allow a 1" wide margin punched for standard 3-ring binder. B. Identification: Caption each print below the digital image to include the following: 1. Name of the Project. 2. Date the photograph was taken. 3. Description of vantage point, in terms of location, direction (by compass point), and elevation or story of construction. 4. Provide notation of vantage point marked for location and direction of shot, on a key plan of the site and building, with elevation (story height) noted. PART 3 EXECUTION 3.01 PRE -CONSTRUCTION PHOTOGRAPHS A. Before starling construction, take digital photographs of the site and surrounding properties from different points of view as necessary to show all existing conditions. 1. Take digital photographs in sufficient number to show existing conditions adjacent to the work areas before starting Work. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 3.02 PHOTOGRAPHIC REQUIREMENTS SECTION 01326 DIGITAL CONSTRUCTION PHOTOGRAPHS Page 2 A. Take a minimum of 15 digital photographs at biweekly intervals, coinciding with the cutoff date associated with each application for payment. Select the vantage points for each shot each month to best show the status of construction and progress since the last photographs were taken. B. From time to time Architect or Owner will direct the Contractor as to number and frequency of photographs, and general directions regarding vantage points. C. Take photographs as necessary to describe Change Order Requests and Requests for Information (RFIs). Digital photographs shag accompany RFI's when required to clearly describe the field condition. END OF SECTION 0 0 0 9 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 061130D PART 1 GENERAL 1.01 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES A. General: SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES Page 1 1. Submit to the Architect - Shop Drawings, Product Data, and Samples required by Specifications Sections. 2. Designate in construction schedule dates for submission and review of Shop Drawings, Product Data, and Samples that will be needed for each item. 3. Prepare and submit with construction progress schedule, a separate -report listing dates for submission review of submittals. 4. Submittals shall be submitted based on each technical specification section. Submittals containing information about more than one specification section will be returned for resubmittal. 5. Submittals shall include all information requested by each specification section. (No partial submittals) Incomplete submittals will be returned not reviewed by the Architect. 6. Provide a log number and reference to Specifications Section and/or Drawing sheets and details, for each submittal for ease of identification of submittal. B. Shop Drawings: 1. Original drawings prepared by Contractor, Subcontractor, Supplier or Distributor, which illustrate some portion of the Work; showing fabrication; layout wiring diagrams, setting or erection details. 2. Identify details by reference to sheet and detail numbers shown on Contract Drawings. C. Product or Catalog Data: 1. Manufacturers standard drawings modified to delete non -applicable data or include applicable data. 2. Manufacturers catalog sheets, brochures, diagrams, schedules, charts, illustrations and other standard descriptive data. a. Mark each copy to identify pertinent materials, products, or models. b. Show dimensions and clearances required; performance characteristics and capacities; wiring diagrams and controls. D. Samples: Physical examples to illustrate materials, equipment or workmanship, and to establish standards by which completed work is judged. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01340 CW-PED LINK FIBER OPTIC CABLE REROUTE SHOP DRAWINGS, HOAG 125738 PRODUCT DATA, AND SAMPLES RBB 0611300 Page 2 1. Office samples: Of sufficient size and quantity to clearly illustrate: a. Functional characteristics of product or materials, with integrally related parts and attachment devices. b. Full range of color samples. 2. Field samples and mock-ups: a. Erect at Project Site at location acceptable to the Architect. b. Construct each sample or mock-up complete, including Work of trades required in finished work. E. Certifications: 1. Provide certifications as required by various technical sections on the Contractor's letterhead stationary. Certifications shall be identified to this Project, dated and bare Contractor's signature In the same format used for the OwneNContractorAgreement. 2. Certifications shall clearly identify the materials in reference and shall stale that the materials and the intended installation methods, where applicable, are in compliance with the Contract Documents for this project. Attach manufacturer's affidavits where applicable. • F. Contractor's responsibilities: 1. Before making submittals to Architect, review each submission, make changes or notations as necessary to conform to the Contract Documents, identify such review with review stamp and forward reviewed submittal with comments to Architect for review. Return submittals not meeting contract requirements to Subcontractors and do not forward such submittals to the Architect. Submittals that have not been reviewed by the Contractor will be returned not reviewed by the Architect. 2. Verify field measurements, field construction criteria, catalog numbers and similar data. 3. Coordinate each submittal with Work of the Project and Contract Documents. 4. Verify submittal includes all information requested by Specifications Section. 5. Contractor's responsibility for errors and omissions in submittals or deviations from Contract Documents is not relieved by Architect's review of submittals. 6. Contractor's responsibility for deviations in submittals, from requirements of Contract Documents is not relieved by Architects review of submittals, unless Architect gives written acceptance of specific deviation. 7. Notify Architect, in writing at time of submission, of deviations in submittals from requirements of Contract Documents. 8. Begin no Work which requires submittals until return of submittals with Architect's stamp and initials or signature indicating review. 9. After Architect's review, distribute copies. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01340 CW-PED LINK FIBER OPTIC CABLE REROUTE SHOP DRAWINGS, HOAG 125738 PRODUCT DATA, AND SAMPLES RBB 0611300 Page 3 10. All shop drawings and submittals shall .be number identified by the Contractor, prior to submission to the Architect, in accordance with the following: a. The contractor shall use the Project Manual Specifications list as the basis for number identification of all shop drawings and submittals. b. Affix the specification number under which each submittal is made on every copy of each shop drawing, product data, sample, certification, O & M manual, etc. (i.e. overhead coiling doors ship drawings and data would bear the number "08330"). c. On the first type or group of submittals under each specification number, add the suffix designation "1A" (i.e. overhead coiling doors shop drawings with its product data would be numbered 08330-1A). The number suffix indicates it is the first type or kind of submittal under that specification section, the letter suffix indicates whether it is the original submittal or a resubmittal. d. Ali submittals shall include all information requested by each specification section. No partial submittals will be accepted unless previously authorized by the Architect. In the event a partial submittal is authorized, each subsequent different submittal (as opposed to resubmittal) is numbered sequentially. (Le. if O & M manuals are submitted at a later date, they should have the number "2" (i.e. 08330-2A). e. If a submittal is rejected, returned not reviewed or marked revise and resubmit, the subsequent resubmittal is indicated by the letter suffix designation (i.e. the original overhead coiling door shop drawings were marked "revise and resubmit", the first resubmittal would be marked 08330-1 B). I. See attached sample page of Shop Drawing Log. G. Submission requirements: 1. Schedule submissions at least 30 days before dates reviewed submittals will be needed. a. Allow time for re -submissions as deemed appropriate. 2. Provide copies of submittals as follows: a. Product data: Submit 5 copies of original catalog pages or xerographic copies only, with applicable data highlighted and cross-referenced to requirements of the contract Drawings and Contract Specifications. Wet -process and thermal (fax) copies will not be accepted. Black and white copies of product data indicating color will not be acceptable. (1) One reviewed copy will be returned to Contractor. Contractor shall make reproductions of reviewed submittal for Contractor's use and distribution. Costs of reproduction shall be included in Contract Sum. b. Shop drawings: Prepare shop drawings on a minimum sheet size of 17-inches by 22-inches, or smaller if a multiple of 8-1/2 inches by 11-inches. • (1) Submit one reproducible and four prints, typically, except as noted in Contract Specifications. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01340 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES Page 4 (2) The reproducible will be returned to Contractor. The prints will not be returned. Contractor shall make reproductions of reviewed submittal for Contractor's use and distribution. Costs of reproduction shall be included to Contract Sum. c. Samples: Submit four samples of each color, texture and pattern. Submit one item. only of actual assembly or product. Unless otherwise noted, full-size and complete samples will'be returned and may be incorporated into field mock-ups and the work. 3. Accompany submittals with transmittal letter, in duplicate, containing: a. Dale, and revision date and submittal 4 number. b. Project 8tle and Hoag's Project number. c. Contractor's name and address. d. Specification Section clearly Identified. e. The quantity of each Shop Drawing, Product Datum, and Samples submitted. f. Notification of deviations from Contract Documents. g. Materials safety data sheet (MSDS) for each item complying with OSHA's Hazard • Communication Standard 29 CFR 1910.1200. A MSDS log book for all items shall be kept on-ske throughout the project duration h. Other pertinent data. 4. Submittals shall include: a. Date and revision dates. b. Revisions, if any, identified. c. Project Title and Hoag's Project number. d, The names of: Architect, Contractor, Subcontractor, Supplier, Manufacturer, and separate detailer, when pertinent. e. Identification of product material by location within the Project. L Relation to adjacent structure or materials. g. Field dimensions, clearly identified as such. h. 'Specification Section number and applicable detail reference numbers on the Drawings. Applicable standards, such as ASTM, ANSI, FS, NEMA, SMACNA or ACI. A blank space, on each Drawing or data sheet, 5" x 4" for the Architect's stamp. k. Specific identification of deviations from Contract Documents. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01340 CW-PED LINK FIBER OPTIC CABLE REROUTE SHOP DRAWINGS, . HOAG 125738 PRODUCT DATA, AND SAMPLES RBB 0611300 Page 5 I. Contractor's stamp, initialed- or signed, with language certifying the review of submittals, verification of field measurements, construction criteria and technical standards in compliance with Contract Documents. H. Resubmission requirements: 1. Shop Drawings: a. Revise initial Shop Drawings as required and resubmit as specified for • initial submittals. b. Indicate on Shop Drawings any changes which have been made other than those requested by Architect. 2. Product Data and Samples: Submit new Data and Samples as required for initial submittals. I. Number of resubmissions: 1. One reexamination of Contractor's submittals which have been returned for correction or replacement will be included in the Architect/Consultant's scope. Any additional reexamination of Contractor's submittals will be considered additional scope services to be paid by the Contractor through the Owner. The Architect shall be paid hourly at 2.5 - times direct payroll expenses and charge consultants time at 1.25 times the.amount billed the Architect. J. Architect's Duties: 1. Review submittals with reasonable promptness. 2. Review for: a. Design concept of Project. b. Information given in Contract Documents. 3. Review of separate item does not constitute review of an assembly in which item functions. 4. Affix stamp and initials or sigtrature certifying the review of submittal. 5. Return submittals to Contractor for distribution. 1.02 DEFERRED APPROVALS A. Deferred Approvals: Comply with the following for products subject to deferred approval by Office or Statewide Health Planning and Design (OSHPD). 1. Prepare and submit detailed drawings, specifications and engineering calculations for all deferred items. . 2. Drawing and calculations of a structural nature shall be prepared and signed by a Structural Engineer licensed to practice in the State of California. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01340 CW-PED LINK FIBER OPTIC CABLE REROUTE SHOP DRAWINGS, HOAG 125738 PRODUCT DATA, AND SAMPLES RBB 0611300 Page 6 3. Submit six copies or specifications and engineering calculations on 8412 by 11 sizewhite bond paper. 4. Submit one reproducible transparency and five opaque prints of drawings. The reproducible and three prints will be sent to OSHPD by the Architect for review and approval. a. If revisions are required as result of review by Architect or OSHPD, the Architect will return only the transparency to the Contractor. b. Contractor shall revise drawings and resubmit one transparency and five opaque prints, plus OSHPD checkset, to Architect. c. Architect will re -submit to OSHPD. d. After OSHPD review and approval, transparency with notation of OSHPD approval will be returned to Contractor. e. Contractor shall make reproductions of reviewed submittals for Contractor's use and distribution. Costs of reproduction shall be included In Contract Sum. 5. Fabrication and installation of deterred approval Hems shall not be started until detailed drawings, specifications and engineering calculations have been accepted by Architect and approved by OSHPD. 6. Contractor is responsible to provide for adequate time in schedule and planning of work to obtain required Approvals by OSHPD. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION • • 0 SHOP DRAWINGS 1: Facility: HOAG MEMORIAL i Prolect: PRESBYTERIAN Action Codes: A Reviewed Status Codes: A Contractor to Submit • LINK FIBER• C Make Corrections Noted C Consultant Reviewing Contractor: RBB# 0. File Name; E Not Reviewed E Completed ■■■■■■��■�■�■■■■ MINNI■ ■�■■■■ r■■■■■■ 0UN��MEEEN N E MOM■■■■■ ■0■■■■ SESSION MEM■■■■■■ ■OMMIM■■■■ IMMEMINIME MEN■■■■■■� ■■�■�■■■■ �� ■■■■■■��■�■OMMINI■■■■ MEN■■■■■■ ■MMMMII■■■■ ■■■■■■ ■MMMM■■■■ l �■■■■■■i�■i■�■ ■�■■■■ �■■■■■ � �■�■�■■■■ �■■■■■■i_�■MOMI■._■■■■ ■__ �■■N■■■M MEMI■■OM■■■■■ �■■■■ MOMI■MOMMI■■■■ ■■■■■■INIM MOOK■MEMN■■■■ �', M■■BEEN ��■�■�■■■■ � ME No ME■■MINNE■■■■ MEMOMMINE, .�:::C:AM�:�:�:::: �. ISO 0 �:�:::: m0 SEINE moon om MEMO MIMI E :C:'�:mom 0 mom - MIMEMI 1 of, HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE . HOAG 125738 RBB 061130011300 PART 1 GENERAL 1.01 SUMMARY SECTION 01351 HAZARDOUS MATERIAL PROCEDURES Page 1 A. Except as otherwise specified, in the event the Contractor encounters on the project site material reasonably believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop work in the area affected and report the condition to the Owner. The Work in the affected area shall not be resumed except by written agreement of the Owner and the Contractor if in fact the material is asbestos, PCB; or other hazardous materials and has not been rendered harmless. The Work in the affected area shall be resumed in the absence of asbestos, PCB or other hazardous materials, or when such materials have been rendered harmless. B. Refer to Attachment 01351.A for Asbestos Notification and Disclosure requirements. 1. In the event that hazardous waste is discovered during site preparation or construction, the Contractor shall notify the Architect and the Owner. 2. The Owner shall ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5), standard established by the California Department of Health Services, Office of Statewide Health Planning and Development, and according to the requirements of the California Administrative Code Title 30, Chapter 22. PART 2 PRODUCTS Not Used. PART 3 EX Not Used_ 0 ATTACHMENT 01351.A SUPPLEMENTARY AGREEMENT ASBESTOS NOTIFICATION AND DISCLOSURE Interested parties agree: Notices and Obligations- RegardmgAsbestos A. Pre -Construction - All interested parties are notiried that Hoag Memorial Hospital - - -, - low-Idings may contain asbestos. AN parties are requced-to comply with the current hospital asbestos policies and procedures. All parties may review, on file in the Office of the Safety Qfficer, the Asbestos Survey and Asbestos Operations and frtainlenance Manual prepared by: United States Tesfing Company 20969 Ventura Boulevard. Suite 226 Woodland Hills, California 91364 B. Pre -Demolition -Contractor shall give Owner ten-day notice to start asbestos abatement or removal. Contractor shall provide for len-day notice to governing agencies and allow adequate time for asbestos abatement or removal in the schedule for construction. The Owner shag contract and pay for necessary asbestos abatement or removal. Owner shall provide Contractor with a schedule for the abatement. The abatement or removal shall be done in a timely manner. C. Demolition - Contractor shall notify Owner in writing if any asbestos is uncovered during demolition. Contractor shag use due care not to disturb friable asbestos while performing his Work. The Contractor shall not be allowed any additional fees or general conditions if his Work is slopped for abatement or removal. The Contractor may be allowed additional days if the Work is stopped for abatement or removal. - Owner shall contract and pay for necessary asbestos abatement 1 or removal. Owner shall provide Contractor with a schedule for the abatement or removal. The abatement or removal shall be done In a timely manner. D. Construction Contractor shag notify Owner in writing if and when spot abatement or removal is required. Contractor shag bse due care not to disturb friable asbestos while performing his Work. The Contractor shag not be allowed any additional fees or general conditions if his Work is stopped for anticipated abatement or removal. The Contractor may be allowed additional fees and general conditions if his Work is stopped for unanticipated abatement or removal. The Contractor may be allowed additional days if the Work is stopped for abatement or removal • Owner shall contract and pay for necessary asbestos abatement or removal. Owner shall provide Contractor with a schedule for the Work, The Work shall be done in a finely manner. -- ••• ----E:- Post -Construction - Owner may contract and pay for asbestos testing and air sampling at any time to assure that the space exceeds OSHA STANDARDS (.01 Ucc detected by PChl). This Agreement is limited to those and only those terms and conditions enumerated above. The parties have entered into agreement as of the day and year written below Interested Parties Acknowledgment Title Date _ Memorial Hospital General Contractor - ATTACHMENT 01351.A 1 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01355 CW-PED LINK FIBER OPTIC CABLE REROUTE ENVIRONMENT OF . HOAG 125738 CARE POLICY RBB 0611300 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Requirements for compliance with Owner's Environment of Care Policies and procedures. Components include: 1. Infection Control Risk Assesment (ICRA). 2. Infection Control Permit. 3. Utility Shutdown Request Form. 4. Interim Life Safety Measures (ILSM) Evaluation & Permit. 5. Interim Life Safety Measures (ILSM) Advisory 6. Fire Watch Log. 7. Penetration Permit. 8. Hot Work Permit. 9. ID Badges. 10. Training. PART 2 PRODUCTS Not Applicable to this Section. PART 3 EXECUTION 3.01 ENVIRONMENT OF CARE CHECKLIST A. Environment of Care Checklist: The Environment of Care Checklist is a reference for the Contractor of the administrative actions required to be taken to temporarily compensate for hazards posed by construction activities. 1. Contractor shall comply with the Environment of Care Project Reference Checklist as provided in Attachment 01355A, using forms provided by Owner. Example forms are enclosed following this Section. 2. Contractor shad comply with'directions of Owner and Authorities having Jurisdiction in regard to Life Safety, Infection Control, and other Environment of Care concerns. END OF SECTION is • 0 �OC� ppoDc Q UlSUtll"Jl5 � Uc'JlS s"M�o O• w�` Prior to work, these items must be completed, as applicable: �487hiag`� O Pre -Construction Risk Assessment Form (Required for every project) o Original to ECCO o Pre -construction risk assessment form must be submitted to ECCO 3 days before kickoff meeting or construction begins O Infection Control Risk Assessment (ICRA) o Required for every project o Original to ECCO O Infection Control Permit 9 O o Required for every phase of Class]], III, and/or IV project o Prior to signing permit PM will arrange for ECCO to visually inspect site (Both phases) o Copy posted on jobsile, signed by ECCO after controls in place but prior to work o Original to ECCO during and after completion of project Utility Shutdown Request Form (If necessary) o If Fire Alarm/Detection/Suppression system affected, ILSM also required o Submitted to Engineering Department Interim Life Safety Measure (ILSM) Evaluation & Permit o One for each shutdown during the project o Only if necessary, yes to any criteria below Usmption of fire alarm system for more than 4 hours in a 24 hour period Disruption of detection system for more than 4 hours in a 24 dour period Disruption of suppression system for more than 4 hours in a 24 hour period Exits disrupted (changed, than a of si na e, stair dischar e, obstruction Emergency access limited or impaired Evacuation routes disrupted Structuratfcom artmental features are compromised (walls, floors, doors Exit access is through a construction area Access for emergency services is through a construction area O Interim Life Safety Measure (ILSM) Advisory o Only if ILSM in effect o One for each shutdown during the project o Posted in the department during ILSM © Fire Watch Log o Only if Fire Watch in effect based on ILSM o One for each shutdown requiring fire watch ID Penetration Permit (Walls & Ceiling if necessary) o One for each phase of a larger project o Original posted on job site & returned to Engineering LSI O Copy to ECCO 0 flot Work Permit (Welding, if necessary) o For each phase requiring hot work George Diaz, ECCO x44493 122*1754*288 Roxanna Bryant, EMS Mgr x48010 122*1754*104 Don Parker, Life Safety Inspector x48017 122'1754'230 Contact your Hoag PM or PE for any issues. For Emergencies only. Doug Koehler, Director Facilities x48016 122*1754-207 Luke Keeley, Plant Ops. ]Manager x4569122*1754*209 Ray Nilson, Fire Tech Lead x45604 122*1734*203 t0 ID badges given to contractors arranged by ECCO (Required for all projects) 0 Training provided to contractors arranged by ECCO (Required for all projects) 0 • HOAG MEMORIAL HOSPITAL PRESBYTERIAN CONSTRUCTION, RENOVATION & MAINTENANCE PROJECT INFECTION CONTROL RISK ASSESSMENT (ICRA) Project No: Project Manager: Project Name: Contractor or Hoag Crew Supervisor: Floor: Room(s)- Location of Work: Dept_ Head: Date: Work Description Step 1 Using the following table, identify the Patient Risk Group by the Location(s) that will be affected. Circle the Risk Group and Department Name.. Group 1 Office areas and areas not connected to main hospital by ductwork or LOW RISK connecting corridors. Group 2 I Any patient care area. Examples include, but are not limited to: MODERATE RISK • Emergency Room Radiology / Nuclear Medicine • Patient Care Areas • Labor & Delivery • Newborn Nurseries • Pediatrics • Pulmonary Services • Hyperbaric Unit • Admission / Discharge Area • Physical Therapy • Cafeteria / Dietary • Chemical Dependency Unit Short Stay Unit • Laboratories Group 3 I High -risk patient care areas. Examples include, but are not limited to: HIGH RISK • Perioperative Services, Sterile Processing, Central Services • Negative Pressure Rooms • Labor and Delivery Operating Rooms • All Critical Care Units (CCU/ICU/CVICU) • Pharmacy • Gamma Knife • Oncology / Outpatient Treatment Center • Neonatal Intensive Care Unit (NICU) • Cardiology • Anesthesia and Pump Areas • All Endoscopy / GI Areas Hospilal P&P, EOC - New-ICRA 3-09.07 1 of 3 Revised: 6110/05 • Step Two Using the following table, identify the Class of Construction, Renovation or Maintenance Activity. Circle the Construction I Renovation I Maintenance Class. Class A I Minimum Activity. Inspection and Non -Invasive Activities. Small scale, short duration activities which create minimal dust. Disturbance of existing dust and debris in concealed areas (e.g., behind or inside ceiling and wall spaces) is not anticipated, and dust is not expected to be created by the work activity. Examples include, but are not limited to: removal of ceiling tiles for visual inspection only with no disturbance of dust expected, • minor plumbing repairs, wall covering, painting (but not sanding), installation of electrical devices, or working inside utility / electrical closets, • finish carpentry or cabinet work, • simple fastening of fixtures to walls or floors in occupied spaces, and • installation of plastic barriers for Class II work. Class B I Moderate Activity —Short Duration (less than 4 hours). Minimal exposure or disturbance of existing dust and debris in concealed areas (e.g-, behind or inside ceiling and wall spaces) is expected, and, dust is not expected to be created by the work activity. Examples include, but are not limited to: • removal of ceiling tiles for visual inspection with only minor disturbance of dust opening of existing access panels / doors to inspect concealed areas with only minor disturbance of dust, and installing telephones or computers, and pulling data, telephone or TV wiring, Class C I Moderate Activity — Long Duration (more than 4 hours), or Heavy Activity of any duration. Work that generates a moderate to high level of dust, or requires demolition or removal of any fixed building component or assembly. Includes major demolition, such as complete removal of existing walls and ceilings, exposing concealed spaces. Most renovation projects fall into this Class. Moderate to heavy exposure or disturbance of existing dust and debris in concealed areas (e.g., behind or inside ceiling and wall spaces) is expected. Examples include, but are not limited to: sanding of walls for painting or wall covering, • demolition of wallboards, plaster, ceramic tile, ceiling and floor materials, • removal of floor coverings, ceiling tiles, and casework, • new wall construction, new room construction, • minor or major duct work or electrical work above ceilings, crawling in ceiling spaces for inspection, • major wiring or cabling activities, & major utility changes, • major equipment installation or removal, • new construction, and • transporting of debris from construction areas through occupied areas. Hospital P&P. EOC - New-ICRA 3.09-07 2013 Revised: 6/10105 0 Step Three Match the PatientRisk Group with the Planned Construction Class in the following matrix to find the Type of infection control measures required. a) Circle the appropriate Patient Risk Group. b) Circle the Class of Construction. c) Circle the Type of infection control measures required. Type of Infection Control Measures Required Patient Risk Group Construction Classification Class A Class B Class C Group 1 - Low Risk I II* II* Group 2 - Moderate Risk II* II* III* Group 3 - High Risk IP III* IV* *An Infection Control Permit and Infection Control Work Plan will be required when the Construction Class and Risk Group indicates that: • Type 11• • Type 111, or • Type IV infection control measures and procedures are necessary. Approval Signatures Contractor, or Hoag Work Crew Supervisor Date Hoag Project Manager (HPM) Date Department Head Date Environment of Care Compliance Officer (ECCO) Date Hospital P&P. EOC - New-ICRA 3-09-07 3 of 3 Revised: 6110/05 ►. J 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN Project No: CONSTRUCTION, RENOVATION & MAINTENANCE PROJECT Project Name: INFECTION CONTROL PERMIT Contractor, or Hoag Project Manager: Work Crew Supervisor: Floor. Room(s): Dept. Affected: Start of Work: Location of Work: Dept. Head: End of Work: Yes No NIA Pre -Construction Checklist Item 7.1 A Pre -Construction Risk Assessment and an Infection Control Risk Assessment (ICRA) have been performed by the Hoag Project Manager (HPM) and the Hoag Environment of Care Compliance Officer (ECCO). 11.3 Prior to beginning construction, demolition or maintenance work, the ECCO and HPM have reviewed the Pre -Construction Risk Assessment, Infection Control Risk Assessment (ICRA), and the Infection Control Work Plan (ICWP) with the contractor, or Hoag crew supervisor. 11.3 The ECCO and HPM have,inspeeted the worksile after infection control measures have been put in place (and before work begins), and have checked for compliance with the ICWP. Start of Project Approval Final Approval Upon Completion Contractor/Supervisor Acknowledgement. Contractor/Supervisor Acknowledgement. I, of 1, of (Name) (Company or Hoag Dept. Name) (Name) (Company or Hoag Dept. Name) have been advised of, and agree to, the necessary Infection was advised and completely understood the details of the ' Control Measures to be taken as described by the Infection Infection Control Policy and throughout the project, and did Control Work Plan. I completely understand the requirements, comply will all the details and aspects of the ICWP (as noted — and agree to comply with all aspects of the Infection Control copy attached). Work Plan (copy attached). Approval Signatures Approval Signatures Contractor, or Hoag Supervisor Date Contractor, or Hoag Supervisor Dale Hoag Project Manager Date Hoag Project Manager Date Department Head Date Department Head Date Environment of Care Compliance 0117cer (ECCO) Environment of Care Compliance Officer (ECCO) I hereby declare that, to the best of my personal knowledge, the 1 hereby declare that, to the best of my personal knowledge, the environment and air contamination controls are in place. environment and air contamination controls were in place throughout the duration of the project. The project work area is clean and ready for occupancy. ECCO Date ECCO Dale Hospital P&P, EOC - Infection Control Permit Jan 19 2006 030907 PLEASE POST COPIES OF BOTH PAGES AT JOB SITE DURING ALL PHASES Revised: 3/9/2007 Please circle the Class of Precautions according to the Infection Control Risk Assessment (ICRA) • During Construction Project ' Upon Completion of Project Type 1. Execute work by methods to minimize raising dust from the operations. 1. Ensure that any dust generated unexpectedly 2. Immediately replace a ceiling bile displaced for visual inspection. is cleaned up immediately. I 1. Provide active means to prevent airborne dust from dispersing into atmosphere, 1. Wipe work surfaces with disinfectant. such as HEPA Air Filtration, barriers, Control Cube, etc. 2. Contain construction waste before transport in 2. Water mist wok surfaces to control dust while cutting. lightly covered containers. 3. Seal unused, dosed doors with dud lace applied over the frames and door (for 3. Wet mop and/or vacuum with HEPA filtered single room when there are existing walls extending deck to deck). vacuum before leaving work area. 4. Block off and seal air vents. 4. Remove isolation of HVAC system in areas 5. Place dust mat at enrance and exit of work area. where work is being performed. Type 6. Remove or isolate HVAC system in area where work is being performed. 7, if elevator shahs, medhanical shafts, or stairways are within the field of construction, ]I install proper barrier installed and required signs. B. Holes cut or punctures in walls, ceiling, floors, or doors cannot be left exposed. All wall and boor penetrations must be sealed appropriately as soon as possible as the work proceeds. 9. Clean construction areas adjacent to occupied hospital space of debris daily. The adjacent area will be HEPA- vacuumed thoroughly as necessary to maintain a dean drat ronment. Brooms are not to be used. 1. Remove or isolate HVAC system in area where work is being done to prevent 1. Do not remove barriers from work area until contamination of dud system. completed project is inspected by the owner's 2. Complete all critical barriers, i.e. sheetrock, plywood, plastic, to seal area from norm- Safety Department and Infection Control work area or implement control cube method (cart with plastic covering and sealed Department and thoroughly cleaned by the connection to work site with HEPA vacuum for vacuuming prior to exit) before Environmental Services Department. construction begins. 2. Remove barrier materials carefully to minimize 3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration spreading of dirt and debris associated with units that are cable of filtration rates of 300-800 f13/min or exhaust air directly to the construction. Type outside. 3. Vacuum work areas with HEPA filtered 4. Seal holes, pipes. conduits, penetrations and punctures appropriately. vacuums. III 5. Place dust mat at entrance and exit of work area. 4. Wet mop area wnlh disinfectant. 6. Contain kxxistruction waste before transport in lightly covered containers. 5. Remove isolation of HVAC system in areas 7. Cover transport receptacles or carts. Tape covering unless solid lid. where work is being performed. & If elevator shafts, triechanical shafts, or stairways are within the field of construction, install proper barrier installed and required signs. 9. Clean construction areas adjacent to occupied hospital space of debris daily. The adjacent area will be HEPA-vacuumed thoroughly as necessary to maintain a dean environment. Brooms are not to be used. 1- Remove or isolate HVAC system in area where work is being done to prevent 1. Do not remove barriers from work area unlit contamination of duct system. completed proiect is inspected by the 2. Complete all critical barriers, i.e. sbeetrock, plywood, plastic (4mm or thicker), to Environment of Care Compliance Officer and seal area from non -work area or implement control cube method (cart with plastic thoroughly Weaned by the Environmental covering and sealed connection to work site with HEPA vacuum for vacuuming Services Department. prior to exit) before construction begins. 2. Remove barrier materials carefully to minimize 3. Maintain negative air pressure within work site utilizing HEPA equipped air filtration spreading of dirt and debris associated vwih units that are capable of filtration rates of 300-800 f13/min., or exhaust air directly to construction. The outside. 3. Contain construction waste before transport in 4- Seal holes, pipes, conduits, penetrations and punctures appropriately. tightly covered containers. Type 5. Construct anteroom and require all personnel to pass through this room so they can 4. Cover transport receptades or carts. Tape ] V be vacuumed using a HEPA vacuum cleaner before leaving work site or they can covering unless solid lid. wear cloth or paper coveralls That are removed each time they leave The work site. 5. Vacuum work area with HEPA filtered 6. All personnel entering work site are required to wear shoe covers. Shoe covers vacuums. must be changed each time the worker exits the work area. 6. Wet mop area with disinfectant. 7. Contain construction waste before transport in lightly covered containers. 7. Remove isolation of HVAC system in areas S. Cover transport receptacles or caNs. Tape covering unless solid lid. where work is being performed. 9. If elevator shafts, mechanical shafts, or stairways are vrithin the field of construction, install proper barrier installed and required signs. 10. Clean construction areas adjacent to occupied hospital space of debris daily. The , adjacent area will be HEPA-vacuumed. Brooms are not to be used. 11. Full -lime monitoring of infection control measures may be required in some instances _ Hospital P&P, EOC - Infection Control Permit Jan 19 2006 030907 PLEASE POST COPIES OF BOTH PAGES AT JOB SITE DURING ALL PHASES Revised: 3/9/2007 UTILITY SHUTDOWN REQUEST FORM . ' PROJECT MANAGER: LOCATION: DATE OF SHUTDOWN: TIME REQUIRED - COMPANY. PHQNE/BEEPER: CONTACT PERSON: AUTHORIZED: Reason for shutdown: - AREA (S) AFFECTED: Project Manager Approval: 'ILSM Needed: ❑ Engineering Approval:: *Fire Watch Needed: ij ABected User Approval d`E- Ma Needed: ❑ 'PBX Notification: ❑ ALL SHUTDOWNS ARE CONSIDERED WITH RESPECT TO LIFE SAFETY ISSUES (ILSM): ANY AREAS NEEDING FIRE WATCH WILL NEED TO BE REVIEWED AND AUTHORIZED.BY THE PROJECT MANAGER, NORMAL.HOURS OF OPERATION ARE 7:00AM.TO 2:OOPM .- MONDAY THROUGH FRIDAY. WORK DONE OUTSIDE OF THESE HOURS WILL REQUIRE REVIEW WITH THE ENGINEERING DEPARTMENT AND PROJECT MANAGER UTRITY SHUTDOWNS REQUIRE A MINIMUM OF (3) THREE DAYS NOTICE PRIOR TO SNOT DOWN DATE Medical Gases Medical ' Medical Waste _ Nitrogen Nitrous Other Air Vacuum Vacuum Oxide El Ire Alarm System" Smoke Water Flow' Tamper' Chimer Smoke Puil (see ` above) Detector' strobe' Det.Cover Stations' Fire,Sprinkler , Drain System Pneumatic Tube System `•Fire sprinkler shutdown System": requires shutdown of _ ❑ ❑ Fire Alarm System. Domestic Water Cold Water Fiot Water D_I. Water Steam Supply Condensate System "' Return ❑ t7 ❑ ❑ ❑ Plant Irrigation Chilled Water Heating Water Air Handler Control Air Shutdown ❑ ❑ ❑ ❑ ❑ Electrical Branch Circuit Nurse Call -Main Panel t7 ❑ p Sewer Sys -� - Y Branch Main - - - - -- - Paging Overhead Intercom In -Huse Lonq❑Range El E)*ANY WORK DISABLING ANY FIRE ALARM DEVICE FOR MORE THAN 4 HOURS IN A 24 HOUR PERIOD REQUIRES IL- M TO BE FILED WITHXCCO AND NOTIFICATION OF FIRE DEPARTMENT BY PROJECT MANAGER. .' ROJECT MANAGER: _ DATE: TIME: JMPLETION OF WORK WITH VERIFICATION UTILITY RE-ESTABLISHED TO ORIGINAL CONDITION, ....,. HOAG. HOSPITAL. INTERIM LIFE SAFETY MEASURES (ILSM) EVALUATION AND PERMIT •THIS FORM HAS BEEN DEVELOPED TO DETERMINE (PRIOR TO COMMENCEMENT OF THE PROJECT) WHETHER THE SCOPE OF THE PROJECT ADVERSELY AFFECTS LIFE SAFETY ISSUES OR FIRE SYSTEMS OF THE FACILITY. IF THE SCOPE OF WORK CHANGES, THE PROJECT SHALL BE RE-EVALUATED. L.J 0 Project Name & t1 Start/End Dales: Leve11 • (Basic Risks) Disruption of fire alarm system for more than 4 hours in a 24 hour period ILSM's 3 5 6 7 9 Disruption of detection system for more than 4 hours in a 24 hour period Iso suppression system or more than ours m a r period [� Level'2 ' (Intemlediate :. Risks Exits disrupted (changed, change of signage, stair discharge, obstruction) ILSM's 1, 2, 8,10, and Emergency access limited or impaired vacuatron routes disrupted11 Level 3" (Major. risks): Structural/compartmental features are compromised (walls, floors, doors) All 11 ILSM's Exit access is through a construction area ecess for emergency services is through a construction area 'Any combination of levels will require all 11 ILSM's "Each level will be reported to Newport Beach Fire Department 1. Ensure free and unobstructed exits_ a. Maintain escape routes for construction workers at all times and install highly visible exit signs. b. Personnel or designees must inspect means of exiting from construction areas daily. Comments. ❑ 2. Ensure free and unobstructed access to emergency services and for fire, police, etc_ Comments: 3. Ensure that fire alarm, detection, and suppression systems are in good working order. a. Facilities shall provide a temporary but equivalent system when any fire system becomes impaired. O b. Personnel or designees must inspect and test temporary systems monthly. Comments. 4. Ensure that temporary construction partitions are smoke -light and built of noncombustible or limited combustible materials (1 hour fire -rated barricade or partition) Comments: El Provide additional ire lighting equipment (extinguishers) an train personnelin its use. Comments: Comments: El Prohibit smoking throughout its buildings, as we as in an adjacent to construction areas. Comments: Comments: 7. Develop and enforce storage, housekeeping, and debris removal to reduce the building's flammable and E) combustible fire load to lowest feasible level (Flammables not stored on site or are in appropriate cabinet). Comments: El 8. Security must be notified to conduct a minimum of two fire drills per shift each quarter projects >2 mos. . Comments: 9. Dedicated,Fire watch- Increase hazard surveillance of buildings, grounds, and equipment, with special attention given to excavations, construction areas, construction storage, and field offices Comments: 10. Train personnel to compensate for impaired structural or compartmental fire safety features. a. All affected personnel must receive additional training when alternative exits are designated. El b. Update departmental emergency exit map to include any changes of exit routes (temporary/permanent)- Comments: 11. Conduct organization -wide safety education to promote awareness of LSC deficiencies, construction hazards, and ILSM's. Comments, ame ompany (if applicable) Signature ate' Hoag Project Manager I Contractor PM ECCO d t7 Smoke Detectors are taken out of service A Fire Watch has been implemented_ d d Fire Sprinkler System is temporarily shirt down A Fire Watch has been implemented Additional portable Fire Extinguishers are provided. ff ❑ ❑ An Exit Way (e.g, corridor, hallwav, door) is temporarily blocked/ changed Note the location and confitt alternate emergency egress routes. Project Name: I -- —� xpected Completion Date_ Please feel free to call Sam Del Toro, Environment of Care Compliance Officer with any questions at (949) 764-4493 or x4449I Thank you for your coopeiation and patience. L I onn Last Revised On_ 1 1121 P005 ATTACHMENT 01353.0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN i `CONSTRUCTION SITE. DAILY INSPECTION SHEETS NOTE Participation in hocpriat-wide drills Is acceptable. Project*, which are net in involved areas, most conduct *operate dnllt. Records are tobe maintained with hospital fire drills. - RECORD KEEPING - 1. General contractor must till out reverse of this form daily. - -- - - 2. Submit to FD&C project manager for approval at the first meeting of each month. 3. Submit copy of approved form to FD&C for ILSM book et the first meeting of each month. - 4. Submit a copy of the approved form to the department representative at the first meeting of each month- OWNER CONTRACTOR INI rIALS 311B102 ATTACHMENT 01353.C-1 Hoag Hos ip tal This form is to be filled out daily- At the first project meeting of the month the Project Manager will review and . sign The Contractorwtll give a signed copy to the ManagccDircctor of thearca in which the work is being Performed- original signed copies will be forwarded to FD&C. The Contractor will keep copies of the original with I he project records.. ` Contrxt«Wm¢ Hoag rm�tt LWMgtr.. Depa"n Rep - Locatlon• . Wentc- , ..' Sunday Monday , Tuesday, Wednesday] Tfiitrsday Fnday Saturday 1'- Date issue Week Sunday Monday, Tuesday. Wednesday Thursday Friday Saturday Issue. N Week - Sunday .Monday: - Tuesday ,. Wednesday Thursday Friday, Saturday 3 Data -- - - - - Issue - - Week _ _ -.-Sunday,-- , Monday: , _ Tuesday_ Wednesday -,_ Thursday Friday Saturday 4, Date Issue Week -- - Sunday Monday:: Tuesday, Wednesday.;. Thursday , :- Friday Satwday 5; issue Issue Life Safety Deficiencies B_' C D E — F _ c- Issue Corrective Actions 2 —_ 3 4 — 5 8 — 7 ge Hoag Memorial Hospital Presbyterian FIRE WATCH LOG LIFE SAFETY INSPECI`OK DATE UPDATED I1/21105 FOR CUTTING WELDING, TORCHING, BRAZING OR SIMILAR OPERATIONS I.S Ai ITNnR17MTn M rnPILL7. ENGINEERING: SIGNATURE: DATE: PERMIT ISSUE DATE: PERMIT EXPIRATION DATE: Oripinal copy: Er9ineering - - Submit coples to: ECCO Oifwr. Hoag Project Managur - File: FDBC 01.37 Hot Work Polity _ _ At_each site where you work, introduce yourself to the person in charge of that area_ He or she can become and invaluable resource throughout the project - Cons fruction activity is from lam-7nr and is strictly enforced per the city. Weekend work requires prior approval - ID ![rid 1D badges must be visible at all tires and is strictly enforced. For all Emergencies on campus, dial x 53131. For offsite areas, dial 911 Last Revised on- 1 V2112O05 r1 t_ 0. elevators. Clear all hallFvays R Remove any persons in A Actil C Cont like an'a utilities.) .. Disaster your department. Locate your Disaster Manual and follow the instrucfions. Code ABQ is for Infant of Child Abduction: Do not use the elevators. Report anyone or anything suspicions to x5313f_ Do a search of your areas for suspect. Code Green: Security assistance needed immediately. Call x53131 for security stat. Code Purple: Is for a hazardous chemical or radiation contamination. Call xS3131. Stay —out of the area until Instructed by JIai-Mat Team. Clear all hallways and close -all doors to stop further possible contamination. Refer to MSDS and/or the nearest Disaster Manual and follow the instructions. Code Bluc: Is for medical emergency for persons over 14 years old: Do not use the elevators_ Make sure the hallways are clear. Code Pink. 1s for medicnl emergency for persons 3 months to 14 years old: Do not use The elevators. Make sure the hallways are clear. . All other codes: Do tint use elevators FOR ALL EMERGENCIES; DIAL v \y a fl 1\ i A AIJi 1\'mil ('li) Ill l %l 1t�T ftTTT\ �v'l .i L.ri-tvii Uti)1 Vri >I 1 l"rr—;�P1 I n) — �_ Las, Revised on: 1 U21i7065 Disruption Plan: Hoag FMC Contact(s): Safety Contact(s): La;tRevised on- 1I'21?20 5 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01410 CW-PED LINK FIBER OPTIC CABLE REROUTE REGULATORY REQUIREMENTS HOAG 125736 Page 1 RBB 0611300 PART 1 GENERAL 1.01 RELATIONSHIP BETWEEN CODES, ORDINANCES AND STANDARDS AND THE DRAWINGS AND SPECIFICATIONS A. Authority: All codes, ordinances and standards referenced in the Drawings and Specifications shall have the full force and'effect as though printed in their entirety in the Specifications. B. Precedence: Where specified requirements differ from the requirements of applicable codes, ordinances and standards, the more stringent requirements shall take precedence. 2. Where the Drawings or Specifications require or describe products or execution of better quality, higher standard or greater size than required by applicable codes, ordinances and standards, the Drawings and Specifications shall take precedence so long as such increase is permitted by law. 3. Where no requirements are identified in the Drawings or Specifications, comply with all requirements of applicable codes, ordinances and standards of governing authorities having jurisdiction. 1.02 APPLICABLE CODES, LAWS AND ORDINANCE . A. Building Codes: 1. Work shall meet or exceed the requirements of the latest adopted editions of the Uniform Building Code (UBC), The Uniform Plumbing Code (UPC), the Uniform Mechanical Code (UMC) and the National Electrical Code (NEC), with California Amendments as applicable. 2. Work shall also comply with applicable requirements of California Code of Regulations (CCR) as follows: a. Title 8 - Industrial Relations. b. Title 19 - Public Safety. c. Title 22 - Social Security. d. Title 24 - Building Standards, Parts 2 through 12, and Title 25 as applicable. 3. References on the Drawings or in the Specifications to "code' or "building code" not otherwise identified shall mean the codes specified above, together with all additions, amendments, changes, and interpretations adopted by code authorities of the jurisdiction. B. Other Applicable Laws, Ordinances and Regulations: 1. Work shall be accomplished in conformance with all applicable laws, ordinances, rules and regulations of Federal, State and local governmental agencies and jurisdictions having authority over the Project. 2. Work shall be accomplished in conformance with all rules and regulations of public utilities and utility districts. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01410 CW-PED LINK FIBER OPTIC CABLE REROUTE REGULATORY REQUIREMENTS HOAG 125738 Page 2 RBB 0611300 3. Where such laws, ordinances rules and regulations require more care or greater time to accomplish Work, or require better quality, higher standards or greater size of products, Work shah be accomplished in conformance to such requirements with no change to the Contract Time and Contract Sum, except where changes in laws, ordinances, rules and. regulations occur subsequent to the execution date of the Agreement. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used, END OF SECTION 0 • HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART 1GENERAL 1.01 SUMMARY A. Section includes: 1. Definitions and terms used in Contract Documents. 2. Common abbreviations which maybe used in Contract Documents. B. Related sections: SECTION 01420 DEFINITIONS Page 1 Reference Standards and Section 01110 - Summary of Work Article 1.06 abbreviations and 1.07 symbols. 1.02 DEFINITIONS OF TERMS A. Basic Contract Definitions: Words and terms governing the Work are defined in the General Conditions of the Contract, provided by Owner. B. Additional words and terms are used in the Drawings and Specifications and are defined as follows: 1. Specified requirements apply to all work of the same type and class even though the word "all" may not appear. 2. Applicable: As appropriate for the particular condition, circumstance or situation. 3. Approve(d): Used in conjunction with action on submittals, applications, and requests, is limited to duties and responsibilities stated in the General Conditions, in the professional judgment of the Architect and the Architects responsible design consultants. Approvals shall only be valid if obtained in writing and shall not apply to matters regarding the means, methods, techniques, sequences and procedures of construction. Approval shall not release Contractor from responsibility to fulfill Contract requirements, and does not apply to deviations, errors or omissions unless expressly stated otherwise. 4. And/or: If used, shall mean that either or both of the items so joined are required 5. Directed: As required by the Architect or the Owner, in writing, regarding matters other than the means, methods, techniques, sequences and procedures of construction_ Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by the Architect, "requested by the Architect", and similar phrases. No implied meaning shall be interpreted to extend the Architect's responsibility into the Contractor's supervision of construction. 6. Equal or Equivalent: As determined by the Architect as being equivalent, after consideration of quality, durability, finish, function, suitability, utility and performance. 7. Furnish: Means "supply and deliver, ready for unloading, unpacking, assembly, installation, and similar operations." 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01420 DEFINITIONS Page 2 8. Indicated: Refers to graphic representations, notes or schedules on Dfawings, or Paragraphs or Schedules in Specifications, and similar requirements in Contract documents. Where terms such as "shown", "noted", "scheduled", and "specified" are used, it is to help locale the reference. 9. Install: Describes operations at the site including "unloading, unpacking, assembly erection, anchoring, applying, working to dimension, protecting, cleaning and similar operations." 10. installer: "Installer" is the Contractor or an entity engaged by the Contractor, as an employee, subcontractor, or sub sub -contractor for performance of a particular construction activity, inckiding installation, erect'oh, application and similar operations. Installers are required to be experienced in the operations they are engaged to perform. a. Experienced Installer: The term "experienced", when used with "installer" means having a minimum of 5 previous Projects similar in size to this Project, and familiar with the precautions required, and with requirements of the authority having jurisdiction. 11. Jobsile: Same as Site. 12. Necessary: As determined in the professional judgment of the Architect as being as necessary for the Work, in conformance with the requirements of the Contract Documents, and excluding matters regarding the means, methods, techniques, sequences and procedures of construction. 13. Noted: Same as Indicated. 14. Per., in accordance with or incompliance with. 15. Products: Material, system or equipment. 16. Project Site: Same as Site. 17. Proper: As determined by the Architect as being proper for the Work, excluding matters regarding the means, methods, techniques, sequences and procedures of construction, which are solely the Contractor's responsibility to determine. 18. Provide: Means "furnish and install, complete and ready for use." 19. Regulation: Includes laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, and rules, conventions and agreements within the construction industry that control performance of the Work, whether lawfully imposed by authorities having jurisdiction or not. 20. Required: a. As required by regulatory requirements of governing authorities. b. As required by referenced standards. c. As required by existing or job conditions. d. As generally provided by accepted construction practice of the locale. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01420 CW-PED LINK FIBER OPTIC CABLE REROUTE DEFINITIONS HOAG 125738 Page 3 RBB 0611300 e. As indicated on the Drawings and in the Specifications. As otherwise required by the Contract Documents. 21. Scheduled: Same as Indicated. 22. Selected: As selected by Architect or owner from the full national product selection of the manufacturer, unless otherwise specifically limited in the Contract Documents to a particular quality, color, texture or price range. 23. Shall: Means mandatory. 24. Shown: Same 3s Indicated. 25_ Site: Same as Site of the Work or Project site; the area or areas or spaces occupied by 'the Project and including adjacent areas and other related areas occupies or used by the Contractor for construction activities, either exclusively or with others performing other construction on the Project. The extent of the Project Site is shown on the Drawings, and may or may 'not be identical with the description of the land upon which the Project is to be built. 26. Testing Laboratories: Same as Testing and Inspection Agency. 27. Testing and Inspection Agency: An independent entity engaged to perform specific inspections or tests, at the Project Site or elsewhere, and to report on, and, if required, to interpret, results of those inspections or tests. C. Words and terms not otherwise specifically defined in this Specifications, shall be as customarily defined by trade o standard and, by specialty dictionaries such as Dictionary (Cyril M. Harris, McGraw-Hill Book Company) and AIA Construction Industry Terms. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. LJ END OF SECTION Section or in the Drawings and r industry practice, by reference of Architecture and Construction Document M101, Glossary of HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01425 CW-PED LINK FIBER OPTIC CABLE REROUTE REFERENCE STANDARDS • HOAG 125738 Pagel RBB 0611300 PART IGENERAL 1.01 SUMMARY A. Section includes: Relationship of reference standards to Contract Documents. 2. Definitions of abbreviations used for reference standards. 3. Requirements for copies of reference standards at Project Site. B. Related sections: 1. Abbreviations commonly used in Contract Documents: Section 01420-Definitions. 2. Standards as incorporated in Codes and ordinances of governing authorities having jurisdiction: Section 01410-Regulatory Requirements. 1.02 REFERENCE STANDARDS, GENERAL A. References: The Drawings and Specifications contain references to various standards, standard specifications, codes, practices and requirements for products, execution, tests and • inspections. These reference standards are published and issued by the agencies, associations, organizations and societies listed in this Section or identified in individual Sections of the Specifications. B. Relationship to Drawings and Specifications: Such reference are incorporated into and made a part of the Drawings and Specifications to the extent applicable. C. Referenced Grades Classes and Types: Where an alternative or optional grade, class or type of product or execution is included in a reference but is not identified in the Drawings or Specifications, provide the highest, best and greatest of the alternatives or options for the intended use and prevailing conditions. D. Copies of Reference Standards: 1. Reference standards are not furnished with the Drawings and Specifications because it is presumed that the Contractor, subcontractors, manufacturers, suppliers, trades and crafts are familiar with these generally recognized standards of the construction industry. 2. Copies of reference standards may be obtained from publishing sources. The Architect will furnish, upon request, information on how to obtain copies. E. Jobsite Copies: I. Contractor shall obtain and maintain at the Project site copies of reference standards identified on the Drawings and in the Specifications in order to properly execute the Work. 0 HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01425 CW-PED LINK FIBER OPTIC CABLE REROUTE REFERENCE STANDARDS • HOAG 125738 Page 2 RBB 0611300 2. At a minimum, the following shall be readily available at the site: a. Model Codes: Uniform Building Code (UBC), Uniform Fire Code (UFC), Uniform Mechanical Code (UMC), Uniform Plumbing Code (UPC), NFPA 70-National Electric Code (NEC) and NFPA 101-Life Safety Code, including California amendments. b. Slate Codes: California Code of Regulations (CCR) Title 24-Stale of California Building Code (CBC). c. Safety Codes: State of California, Division of Industrial Safety regulations. d. General Standards: UBC- Standards, other model code standards, UL Building Products Listing, FM Approval Guide and ASTM Standards in Building Codes. e. Fire and Life Safety Standards: All referenced standards pertaining to fire rated construction and exiling. I. Common Materials Standards: American Concrete Institute (ACI), American Institute of Steel Construction (AISC), American Welding Society (AWS), Gypsum Association (GA), National Fire Protection Association (NFPA), Tile Council of America (TCA) and Woodwork institute (WI) standards to the extent referenced within the Contract Specifications. g. Research Reports: ICBO Research Reports and CABO National Evaluation Service Reports (NER) for all products used. F. Edition Date of References: 1. When an edilloq or effective date of a reference is not given, it shall be understood to be the current edition or latest revision published as of the date of the Owner -Contractor Agreement (the Contract). 2. All amendments, changes, errata and supplements as of the effective date shall be included. G. ASTM and ANSI References: Specifications and Standards of the American Society for Testing and Materials (ASTM) and the American National Standards Institute (ANSI) are identified in the Drawings and Specifications by abbreviation and number only and may not be further identified by title, date, revision or amendment. It Is presumed that the Contractor is familiar with and has access to these nationally -and industry -recognized specifications anti standards. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION — HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE • HOAG 125738 RBB 0611300 PART 1 GENERAL 1.01 SUMMARY A. Section includes: 1. Regulatory requirements for testing and inspection. 2: Contractor's quality control. 3. Quality of the Work. 4. Inspections and tests by governing authorities. 5. Inspections and tests by serving utilities. 6. Inspections and tests by manufacturer's representatives. 7. Inspections by Independent Testing and Inspection Agency. B. Related sections: SECTION 01450 QUALITY CONTROL Page 1 1. Coordination of Work under Contract: Section 01310-Coordination. • 2. Compliance with applicable codes, ordinances and standards: Section 01410-Regulatory Requirements. 3. Product options, substitutions, transportation and handling requirements, storage and protection requirements, and system completeness requirements: Section 01610-Product Requirements. 1.02 CONTRACTOR'S QUALITY CONTROL A. Contractor's Quality Control: Contractor shall ensure that products, services, workmanship and site conditions comply with requirements of the Drawings and Specifications by coordinating, supervising, testing and inspecting the work and by utilizing only suitably qualified personnel. B. Quality Requirements: Work shall be accomplished in accordance with quality requirements of the Drawings and Specifications, including, by reference, all Codes, laws, rules, regulations and standards. When no quality basis is prescribed, the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project, for projects of this type. C. Quality Control Personnel: Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is provided as required. 1.03 QUALITY OF THE WORK . A. Quality of Products: Unless otherwise indicated or specified, all products shall be new, free of defects and fit for the intended use. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01450 CW-PED LINK FIBER OPTIC CABLE REROUTE QUALITY CONTROL HOAG 125738 Paget RBB 0611300 B. Quality of Installation: AN Work shall be produced plumb, level, square and true, or true to indicated angle, and with proper alignment and relationship between the various elements. C. Protection of Completed Work: Take all measures necessary to preserve completed Work free from damage, deterioration, soiling and staining, until Acceptance by tine Owner. D. Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Unless more stringent requirements are indicated or specified, comply with manufacturer's instructions and recommendations, reference standards and building code research report requirements in preparing, fabricating, erecting, installing, applying, connecting and finishing Work. E. Deviations from Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Document and explain all deviations from reference standards and building code research report requirements and manufacturer's product installation instructions and recommendations, including acknowledgment by the manufacturer that such deviations are acceptable and appropriate for the Project. F. verification of Qualily: Work shall be subject to verification of quality by Owner or Architect in accordance with provisions of the General Conditions of the Contract. 1. Contractor shall cooperate by making Work available for inspection by Owner, Architect or their designated representatives. 2. Such verification may include mill, plant, shop, or field inspection as required. 3. Provide access to all parts of the Work, including plants where materials or equipment are manufactured or fabricated. 4. Provide all information and assistance as required, including that by and from subcontractors, fabricators, materials suppliers and manufacturers, for verification of quality by Owner or Architect. 5. Contract modifications, if any, resulting from such verification activities shall be governed by applicable provisions in the General Conditions of the Contract. G. Observations by Architect and Architect's Consultants: Periodic and occasional observations of Work In progress will be made by Architect and Architect's consultants as deemed necessary to review progress of Work and general conformance with design intent. H. Limitations on Inspection, Test and Observation: Neither employment of an Independent Testing and Inspection Agency nor observations by Architect and Architect's consultants shall in any way relieve Contractor of its obligation to perform Work in full conformance to all requirements of Contract Documents. Acceptance and Rejection of Work: Architect and Owner reserve the right to reject all Work not in conformance to the requirements of the Drawings and Specifications. J. Correction of Non -Conforming Work: Non -conforming Work shall be modified, replaced, repaired or redone by the Contractor at no change in Contract Sum or Contract Time. K. Acceptance of Non -Conforming Work: Acceptance of nonconforming Work, without specific written acknowledgment and approval of the Owner, shall not relieve the Contractor of the obligation to correct such Work. 0 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01450 CW-PED LINK FIBER OPTIC CABLE REROUTE QUALITY CONTROL HOAG 125738 Page 3 RBB 0611300 L. Contract Adjustment for Non -Conforming Work: Should Architect or Owner determine that it is not feasible or in Owner's interest to require non -conforming Work to be repaired or replaced, an equitable reduction in Contract Sum shall be made in accordance with the requirements of the Contract Documents. M. Non -Responsibility for Non -Conforming Work: Architect and Architect's consultants disclaim any and all responsibility for Work produced not in conformance with the Drawings and Specifications. 1.04 INSPECTIONS AND TESTS BY GOVERNING AUTHORITIES A. Regulatory Requirements for testing and Inspection: Comply with Uniform Building Code (UBC) and California Building Code (CBC) requirements and all other requirements of governing authorities having jurisdiction. B. Inspections and Tests by Governing Authorities: Contractor shall cause all tests and inspections required by governing authorities having jurisdiction to be made for Work under this Contract 1. Such authorities include Office of Statewide Health Planning and Development (OSHPD) Public Works Department, City of Newport Beach, Fire Department, and similar agencies. 2. Except as specifically noted, scheduling, conducting and paying for such inspections shall be solely the Contractor's responsibility. • 3. The Owner shall not be liable for any cost or time impact due to the acts or omissions of Governing Authorities. 1.05 INSPECTIONS AND TESTS BY SERVING UTILITIES A. Inspections and Tests by Serving Utilities: Contractor shall cause all tests and inspections required by serving utilities to be made for Work under this Contract. Scheduling conducting and -paying for such inspections shall be solely the Contractor's responsibility. 1.06 INSPECTIONS AND TESTS BY MANUFACTURER'S REPRESENTATIVES A. Inspections and Tests by Manufacturer's Representatives: Contractor shall cause all tests and inspections specified to be conducted by materials or systems manufacturers to be made. Additionally, all tests and inspections required by materials or systems manufacturers as conditions of warranty or certification of Work shall be made, the cost of which shall be included in the Contract Sum. 107 INSPECTIONS BY INDEPENDENT TESTING AND INSPECTION AGENCY A. Owner will select an Independent Testing and Inspection Agency or agencies to conduct tests and inspections as indicated on Drawings, in Specifications, and as required by governing authorities having jurisdiction. B. Responsibility for payment for tests and inspections shall be as indicated below. All time and costs for Contractor's service related to such tests and inspections shall be included in Contract Time and Contract Sum. C. Contractor shall notify Owner and, if directed by Owner, testing and inspection agency, when Work is ready for specified tests and inspections. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01450 CW-PED LINK FIBER OPTIC CABLE REROUTE QUALITY CONTROL HOAG 125738 Page 4 RBB 0611300 D. Contractor shall pay for all additional charges by testing and inspection agencies and governing authorities having jurisdiction due to the following: 1. Contractor's failure to properly schedule or notify testing and inspection agency or authorities having jurisdiction. 2. Changes in sources, lots or suppliers of products after original tests or inspections. 3. Changes in means methods, techniques, sequences and procedures of construction which necessitate additional testing, Inspection and related services. 4. Changes in mix designs for concrete and mortar after review and acceptance of submitted mix design. 5. Fabrication and installation errors. E. Tests and inspections shall include those identified in Specification Section 01455 — Structural Tests and Inspection and those identified in the OSPD approved Testing, Inspection, and Observation (TIO) program. F. Test and Inspection Reports: After each inspection and test, one copy of report shall be promptly submitted each to Architect, Architect's consultant (as applicable), Owner, Owner's field representative, Contractor and to agency having jurisdiction (if required by Code). 1. Reports shall clearly identify the following: • a. Date issued. b. Project name and Hoag's Project number. c. Identification of product and Specification Section in which Work is specified. d. Name of inspector. e. Date and time of sampling or inspection. I. Location in Project where sampling or inspection was conducted. g. Type of inspection or test. h. Date of test. 1. Resulls of tests. J. Comments concerning conformance with Contract Documents and other requirements. 2. Test reports shall indicate specified or required values and shall include statement whether test results indicate satisfactory performance of products. 3. Samples taken but not tested shall be reported. 4. Test reports shall confirm that methods used for sampling and testing conform to specified test procedures. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01450 CW-PED LINK FIBER'OPTIC CABLE REROUTE QUALITY CONTROL HOAG 125738 Page 5 RBB 0611300 5. When requested, testing and inspection agency shall provide interpretations of test results. 6. • Verification reports shall be prepared and submitted, stating that tests and inspections specified or otherwise required for the project, have been completed and that material and workmanship comply with the Contract Drawings and Specifications. Verification reports shall be submitted at intervals not exceeding 6 months, at Substantial Completion of the Project, and at all times when Work of Project is suspended. G. Contractor Responsibilities in Inspections and Tests: 1. Notify testing and inspection' agencies 24 hours in advance of expected time for operations requiring inspection and testing services. 2. Deliver to laboratory or designated location, adequate samples of materials proposed to be used which require advance testing, together with proposed mix designs. 3. Cooperate with testing and inspection agency personnel, Owner's field representative,. Engineer and Engineer's consultants. Provide access to Work areas and off -site fabrication and assembly locations, including during weekends and after normal work hours. 4. Provide incidental labor and facilities to provide safe access to Work to be tested and inspected, to obtain and handle samples at the Project site or at source of products to be tested, and to store and cure test samples. 5. Provide, at least 15 days in advance of first test or inspection of each type, a schedule of tests or inspections indicating types of tests or inspections and their scheduled dates. 6. Provide 24 hours advance notice to the Owner, Architect and Architect's consultants of each test and inspection, as directed. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. 0 END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 01 RBB 0611300 PART 1 GENERAL 1.01 SUMMARY SECTION 01520 TEMPORARY CONSTRUCTION FACILITIES Page 1 A. Provide all temporary construction facilities for the proper execution of Work. B. Maintain strict supervision of use of temporary construction facilities. Enforce compliance with applicable standards. Prevent abuse of services. C. Definition - temporary construction facilities: 1. Temporary facilities: a. Temporary electric lighting and power. b. Temporary water. c. Temporary heat and ventilation. d. Temporary telephone service and fax. e. Temporary utilities. • f. . Temporary sanitary facilities. g. Temporary first aid, fire protection and other temporary facilities as required by and in accord with legal requirements. 2. Construction aids. 3. Traffic and dust barriers. q. Special controls. 5. Traffic regulations. 6. Field offices and storage sheds. D. Costs of installations and operations: 1. Pay costs of temporary power installation, maintenance and removal. 2. Pay costs of temporary heat and ventilation used during construction, including costs of installation, power/fuel, operation, maintenance and removal of temporary apparatus. a. Pay costs of power/fuel used by permanent heating system until date of Substantial Completion. b. Should Owner occupy part of facility during construction, power/fuel costs will be shared proportionately, upon agreed unit costs. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01520 TEMPORARY CONSTRUCTION . FACILITIES Page 2 3. Pay costs for temporary telephone service, including Installation, maintenance, and removal. 4. Pay costs of temporary water, including installation, maintenance, and removal. a. Pay costs of water used. 5. Pay costs of temporary sanitary facilities, including costs of installation, maintenance, and removal. 1.02 LIGHT AND POWER A. Maintain in a safe manner and utilize so as to not constitute a hazard to persons or property. B. Provide temporary electric power for items listed, and as required, throughout the construction period, so that power can be secured at any desired point with not more than a 100 ft. extension. 1. Power centers for miscellaneous tools and equipment used In the construction work. 2. Lighting for sale and adequate working conditions throughout. 3. Power for construction site offices and for other temporary storage and construction buildings. 4. Power to maintain continuous operation of the Owner's present facilities during changeover of electrical equipment. 5. Power for testing and checkup equipment. 6. Power for welding units. C. Comply with legal requirements. 1.03 WATER A. Provide and maintain temporary water service for drinking and construction purposes for all parts of the Work. 1.04 ENCLOSURES, HEATING AND VENTILATING A. Provide temporary weatherlight enclosures and heating and ventilating as required during construction to protect the Work from damage and as necessary to ensure suitable working conditions of the construction operations of all crafts. B. In areas of the building where Work is being conducted, maintain temperature as specified in various Sections of the Specifications but not less than 50°F or greater than 80°F. C: Temporary heating shall be of type approved by UL, Fire Marshal and other governing authorities. 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01520 CW-PED LINK FIBER OPTIC CABLE REROUTE TEMPORARY CONSTRUCTION • HOAG 125738 FACILITIES RBB 0611300 Page 3. 1.05 TELEPHONE SERVICE, FAX AND INTERNET SERVICE A. Provide temporary telephone service for construction needs throughout construction period including the following: 1. One direct line instrument at first aid station. 2. Facsimile machine in construction office. 3. One ADSL or Cable Modem (minimum download speed of 400 kilobits per second) direct line instrument in construction office. 1.06 SANITARY FACILITIES A. Provide and maintain temporary portable toilets and other sanitary facilities for all workers on the Project. 1.07 FIRST AID, FIRE PROTECTION AND OTHER TEMPORARY FACILITIES A. Provide as required by and in accord with legal requirements. 1.08 PERMANENT SYSTEMS USED AS TEMPORARY FACILITIES . A. When any portion of the permanent systems are in operating condition, that part of the system may be used as a temporary facility provided that the Contractor: 1. Obtains the Owner's approval. 2. Assumes full responsibility for the system used. 3. Pays all costs for operation, maintenance, cleaning and restoration of the system. 4. Operates the system under the supervision of the subcontractor responsible for the system installation and ultimate performance. a. Operates the air circulating system without cooling, and: (1) Provides temporary approved filters to adequately filter all air (including return, transfer and outside air) being distributed through the ductwork to the supply outlets. (2) Place disposable filters in front of all return air and exhaust registers to keep conshuction dirt out of exhaust ductwork. b. Installs in enclosed, heated and lighted building, temporary sanitary fixtures for all workers and remove portable toilet facilities from the premises. (1) Locates sanitary facilities in one designated toilet room or area of new construction. is B. Warranties shall not begin until Owner takes occupancy. HOAG MEMORIAL HOSPITAL PRES13YTERLAN SECTION 01520 CW-PED LINK FIBER OPTIC CABLE REROUTE TEMPORARY CONSTRUCTION HOAG 125738 FACILITIES RBB 0611300 Page 4 1.09 MISCELLANEOUS TEMPORARY CONSTRUCTION AIDS A. Provide and maintain in conformance with Safety Regulations all miscellaneous temporary construction aids required for the proper execution of the Work, such as: 1. Ladders, ramps and railings. 2. Scaffolds, twists, bunkers. 3. Chutes, barricades, enclosures. 4. Platforms, swing staging, walks, etc. B. Locate in and about the Work in such a position as is practicable and where it will not interfere with the progress of the Work. Remove at completion of the Work. C. Provide openings where required for moving in large pieces of equipment of all types. 1. Close and restore all openings and finish after equipment is in place, in accord with Section 01730 - Cutting and Patching. 1.10 BARRIERS A. Security: 1. The Owner may provide such watchman services as he deems necessary to protect its interests during the progress of the Work. a. Any protection so provided by the Owner shall not in any way relieve the Contractor of the responsibility for the safety of the Work and the acceptance thereof. 2. The Contractor shall employ such watchman service as he may deem necessary to properly protect and safeguard the Work. a. The Owner shall not in any way be liable or responsible for the damage or loss to the Work due to trespass or theft. 3. Provide protection for materials, tools and equipment employed on the Work, including the tools of the workers. a. The Owner shall not in any way be liable or responsible for loss of, or damage to, materials tools and equipment of the Contractor, or of those employed by him by contract or otherwise. B. Protection: 1. Continuously maintain protection of Work in such suitable form as will protect the Work as a whole and in part, and adjacent properly, grounds, and improvements from accidents, injuries or damages. Is HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01520 CW-PED LINK FIBER OPTIC CABLE REROUTE TEMPORARY CONSTRUCTION • HOAG 125738 FACILITIES RBB 0611300 1Page 5 2. Properly protect the Work: a. With lights, guard rails, temporary covers, and barricades. b. Brace and secure all parts of the Work against storm and accident. c. Provide excavations with proper enclosures. d. Provide such additional forms of protection which may be necessary in,prevailing circumstances. 3. Provide and maintain in good condition all protective measures as may be required to adequately protect the public from hazards resulting from Work and to exclude unauthorized persons from the Work. a. When regulated by local building code or other authority, such legal requirements for protection shall be considered as minimum requirements; be responsible for the protection in excess of such minimum requirements as required- C. Temporary Chain -link Fencing: 1. Portable Chain -Link Fencing: Minimum 2-inch (50-mm) 9-gage, galvanized steel, chain - link fabric fencing; minimum 6 feet (1.8 m) high with galvanized steel pipe posts; minimum 2-3/8-inch- (60-mm-) OD line posts and 2-7/8-inch- (73-mm-) OD corner and pull posts, with 1-5/8-inch- (42-mm-) OD top and bottom rails. Provide concrete or galvanized steel bases for supporting posts. 2. Windscreen on Chain -Link Fencing: For screening of construction activities from view, equivalent to the following: a. Specified manufacturer: Collins Company, Fullerton, CA (7141870-9779). b. Acceptable manufacturers: None identified. Equivalent products of other manufacturers will be considered in accordance with the "or equal' provision specified in Section 01610 - Basic Product Requirements. c. Windscreen fabric: Closed mesh weave of 30 warp by 16 fills per square inch. (1) Fiber: 5.6 ounce per square yard polypropylene fiber. (2) Shade factor: 78 percent. (3) Tensile strength: 360 pounds for warp and 190 pounds for fill, when tested according to ASTM D1682, grab method. (4) Tear strength: 110 pounds for warp and 70 pounds for fill, when tested according to ASTM D2263, trapezoidal method. d. Fabric fabrication: (1) Reinforce hems and seams with 2-3/4 inch black polypropylene folded binding tape, with tensile strength of 300 pounds. • (2) Provide center reinforcing tape in addition to reinforced perimeter hems and panel seams. (3) Sew hems and seams with UV light resistant polyester thread. (4) Provide 9/32-inch brass grommets spaced at 12-inches on center in perimeter HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 12573E RBB 0611300 hems and center reinforcing tape 1.11 SPECIAL CONTROLS SECTION 01520 TEMPORARY CONSTRUCTION . FACILITIES Page 6 A. Dust control: Throughout the entire construction period, effectively dust -palliate the working area, unpaved roads, and involved portions of the site. B. Water control: 1. Do not allow rain, surface or subsurface water, or other fluid to accumulate in excavations nor under or about the structures. 2. Should such conditions develop or be encountered, constantly control and legally dispose the water or other fluid by temporary pumps, piping, ditches, dams or other methods. C. Pollution control: Comply with all pollution control regulations in effect at Project Site for all materials, equipment and work procedures used on the Project. D. Welding: Provide and maintain all forms of protection necessary to prevent damage resulting from welding to: 1. All previously installed materials and equipment. 2. An materials and equipment intended for use in the Work. 1.12 TRAFFIC REGULATIONS A. Traffic maintenance: Prior to start of Work, determine the routing of construction vehicles, and the safeguards and procedures necessary to carry out the Work. Obtain Owner's approval of such routing. B. Parking: 1. Parking for workers employed on the Work will not be provided on site. 2. Be responsible for regulating and maintaining order in connection therewith. 1.13 FIELD OFFICES AND STORAGE SHEDS A. Contractor's Field Office: Provide a mobile field office of weather -fight construction, with lighting, power, ventilation, heating and cooling to house Contractor. Locate field office on Lower Campus of Hoag Memorial Hospital Presbyterian, in area where other construction offices are located. Comply with Owner's requirements transmitted through Owner. 1. Field office sha;t have private office for Contractor's superintendent. 2. Field office shall have space for Project meetings, with table and chairs to accommodate a minimum of 12 persons. 3. Contractor's Field Office shall present neat, business -like appearance at all limes, internally and externally. 4. Contractor shall ensure that neither Contractor's Field Office nor other jobsite facilities are used for living quarters. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01520 ' CW-PED LINK FIBER OPTIC CABLE REROUTE TEMPORARY CONSTRUCTION HOAG 125738 FACILITIES RBB 0611300 Page 7 5. Provide fire extinguishers as required by'Fire Marshal. 6. Provide trailer skirting, tie -downs and "fall -stop" seismic anchoring. . 7. Provide secure doors and windows. Provide steel security bars on all windows, releasable from inside for emergency egress. 8. Provide blinds on all windows. B. Layout of Field Offices and Sheds: Within 5 days of the Notice to Proceed, Contractor shall submit to Owner a proposed layout for field offices, sheds and storage areas. Owner will review and respond within 5 days with comments and directions. Contractor shall comply with Owner's directions. 1. Furnish, install and maintain storage sheds needed for construction. a. Dimensions and number of sheds: To meet storage requirements of products. b. , Ventilation: Meet specified and code requirements of products stored. c. Heating and/or cooling: Maintain temperatures specified in respective Specification . Sections for product stored. C. Requirements of regulatory agencies: 1. Comply with requirements of regulatory agencies having jurisdiction. 2. Obtain and pay for permits required by governing authorities. D. Project conditions: 1. Locate temporary structures to avoid interference with work and as approved by Owner. 2. Relocate temporary structures as required by progress of the Work. E. Removal: 1. Remove temporary field offices, contents and services, at completion of construction operation. 2. Remove storage sheds when they are no longer needed. 3. Remove foundations, debris; grade to required elevations and clean area. F. Trailers may be used in lieu of Project Site constructed field offices and other listed facilities. 1.14 CODES AND REGULATIONS • A. Safety Regulations: Comply with requirements of all applicable Federal, State and local safety rules and regulations. Contractor shall be solely responsible for jobsite safety. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01520 CW-PED LINK FIBER OPTIC CABLE REROUTE TEMPORARY CONSTRUCTION HOAG 125738 FACILITIES RBB 0611300 Page 8 B. Barricades and Barriers: Provide substantial barriers, guardrails and enclosures around work areas and adjacent to embankments and excavations for protection of workers and the public. C. Noise Abatement Regulations: Comply with Owner's and City of Newport Beach's noise regulations, such as through use of mufflers on powered equipment and scheduling of Work during permitted hours for noise produced by construction activities. 1.15 MAINTENANCE OF TEMPORARY FACILITIES AND CONTROLS A. Maintenance: Use all means necessary to maintain temporary construction facilities and controls in proper and safe condition throughout progress of the Work. B. Replacement: In the event of loss or damage, promptly restore temporary construction facilities and controls by repair or replacement at no change in the Contract Sum or Contract Time. 1.16 CONSTRUCTION PARKING A. Construction Parking: Parking immediately adjacent to existing building is extremely limited and strictly controlled for emergency vehicle access. 1. No construction vehicles shall park in a manner to block or obstruct free access to ambulance, handicapped and fire vehicles. 2. No construction vehicles shall park on public roadways unless approved by local police authorities. 3. Temporary construction parking, for immediate loading and unloading of materials, tools and equipment, shall only be in locations designated by Owner. B. Cleaning: Keep construction loading and parking areas clear of construction debris, especially debris which might create slipping or tripping hazard, which might injure vehicle tires, and which might stain surfaces. 1.17 TEMPORARY UTILITIES A. Temporary Connections: Temporary power, water, sewer, gas and other utility services necessary for the Work may be made to existing building systems. Connections shall be subject to Owner's review and approval. Coordinate the locations and methods of connections With Owner's Representative. B. Service Charges: Contractor will pay utility service charges for services delivered through temporary connections, for reasonable quantities necessary for the Work. Contractor shall exercise energy and water conservation measures. 1.18 CONSTRUCTION ENCLOSURES A. Temporary Construction Barriers: Provide barriers and guardrails as required to provide for public safety, to prevent unauthorized entry to construction areas and to protect existing facilities and adjacent properties from damage from construction operations. 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01520 CW-RED LINK FIBER OPTIC CABLE REROUTE TEMPORARY CONSTRUCTION HOAG 125738 FACILITIES RBB 0611300 Page 9 B. Landscape Protection: Where construction activities may affect existing landscaping, including storage and movement of materials, provide barriers around trees and plants. Locate barriers outside of drip line of tree or plant. Protect entire area under trees against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. 1.19 FIRE PROTECTION A. Fire Protection: Provide fire protection program to minimize fire hazards within Project area. Until Acceptance, fire protection within Project area shall be solely the Contractor's responsibility. When required by regulatory authorities, Contractor to provide fire watch- At a minimum, provide adequate fire protection devices, such as suitable fire extinguishers, blankets, warning signs and storage containers. B. Hazardous Activities: During welding, brazing and other construction activities with high fire hazard, maintain fire protection devices immediately available for use at the location of such activities. 1.20 PROTECTION OF INSTALLED WORK A. Protection: Provide temporary protection for installed products. Control traffic in immediate area to minimize damage. Protect finished floors from traffic, movement of heavy objects, and storage. B. Protective Covers: Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. Protect finished floors, stairs and other surfaces from traffic, soiling wear and marring by laying temporary covers of plywood, reinforced kraft paper or temporary rugs and mats. Temporary covers shall not slip or tear under normal use. 1.21 CLEANING DURING CONSTRUCTION A. Progress Cleaning: Control accumulation of waste materials and rubbish; periodically dispose of off -site. B. Site Cleaning: Clean sidewalks, driveways and streets frequently to maintain public thoroughfares free of dust, debris and other contaminants. 1.22 REMOVAL OF CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS A. Removal: Unless otherwise mutually agreed by Owner and Contractor, remove temporary materials, equipment, services, and construction prior to Substantial Completlon inspection. B. Cleaning: Clean and repair damage caused by installation or use of temporary facilities on public and private ricjhl-of-way. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 0 Not Used. END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01580 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT IDENTIFICATION • HOAG 125738 AND SIGNS RBB 0611300 Page 1 PARTI GENERAL 1.01 SECTION INCLUDES A. On -site Project identification and temporary informational signs to be maintained during Contract. 1.02 RELATED SECTIONS A. Section 01120-Special On -Site Requirements: General requirements for directional and informational signage to accommodate Owner's continued occupancy and use of areas and spaces. B. Section 01520-Temporary Construction Facilities: General requirements for maintenance and removal of construction facilities and temporary controls. C. Section 09900-Painting: Products for signs. 1.03 SUBMITTALS A. Shop Drawings: Submit layout of sign faces to Owner for review and approval. Accurately depict lettering styles, graphics and colors. 1,04 QUALITY ASSURANCE A. Sign Painter's Qualifications: Sign painter shall be regularly engaged and specializing, for the preceding five years, in the design, execution, construction and installation of exterior signage of equivalent type, size and complexity. PART 2 PRODUCTS 2.01 SIGN MATERIALS A. Sign Structure and Framing: New materials, wood or metal, structurally adequate to support sign panel and suitable for specified finish. B. Sign Surfaces: Minimum 3/4-inch thick, exterior grade, softwood plywood with medium or high density phenolic sheet overlay, standard large sizes to eliminate joints. Provide sheet thickness as required to span across framing members and provide even, smooth surface without waves or buckles. C. Framing Connectors: Simpson - Strong Tie Connectors or approved equivalent products by Silver Metal Products. D. Anchors and Fasteners, General: Unless otherwise indicated, provide fasteners of type, grade and class required for intended use and sized and spaced as required for loads and substrate. 1. Concealed locations: Steel with cadmium -plating or other rust -inhibitive coating, except at aluminum provide stainless steel only. 2. Exterior exposure, exposed in damp location or where built into exterior walls: Zinc -coated (galvanized) or stainless steel. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01580 CW-PED UNK FIBER OPTIC CABLE REROUTE PROJECT IDENTIFICATION . HOAG 125738 AND SIGNS RBB 0611300 Page 2 E. Construction Adhesive: APA Spec. AFG-01. F. Powder -Driven Fasteners. Use only if approved by Engineer, generally not permitted where not specifically indicated or to bad -bearing installations; Fed Spec FF-P-395 or Fed Spec GGG-D-777; Hilti, or Ramset. G. Paint: Exterior quality, gloss enamel, as customarily used for such sign paint, adequate to resist weathering and fading for the scheduled constriction period. 2,02 PROJECT INFORMATIONAL SIGNS A. Restrictions: Signs other than Project Identification Sign specified above and project informational signs specified herein, in Section 01120-Special On -Site Requirements and as required by governing authorities having jurisdiction, shall not be displayed without approval of Owner. B. Project Informational Signs: 1. Provide informational signs as required by governing authorities having jurisdiction. 2. Additional informational signs, as necessary for conduct of construction activities, may be displayed when in conformance with sign construction and graphic requirements specified in this Section. Owner shall review such signs for conformity to these requirements. C. Adequacy of signage for safety and conformance to requirements of governing authorities having jurisdiction and trade practices shall be solely Contractor's responsibility. D. Other Signs: Advertising signage and signage identifying Subcontractors and materials suppliers shall not be displayed. E. Sign Painting: informational signage shalt be produced by professional sign painters and be of size and lettering style, consistent with use. Colors shall be as required by governing authorities having jurisdiction and, if not otherwise required, of colors consistent with Project graphics. 1. Sign Face Finish: Gloss enamel. 2. Structure Finish: Paint exposed surfaces of supports and framing members one coat of primer and one coat of exterior paint, flat finish. 3. Lettering: Regular, sans serif typeface, comparable to Helvelica, Heivetica Condensed or Letter Gothic. PART 3 EXECUTION 3.01 PROJECT IDENTIFICATION SIGN A. Sign Panels: Shop painted and field installed. Paint back of panels and edges for complete weather resistance and finished appearance. 0 0 HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01580 CW-PED LINK FIBER OPTIC CABLE REROUTE PROJECT IDENTIFICATION HOAG 125738 AND SIGNS •RBB 0611300 Page 3 B. Project Informational Sign Installation: Erect Project Identification Sign on site at a lighted location of high public visibility, adjacent to the main entrance to the site, as approved by Owner. 1. Construct sign support structure in durable manner, with bolted connections. 2. Install sign to portable structure on skids. 3. Portable structure shall resist overturning force of wind. 4. Paint all surfaces and edges of sign support structure with one coat of primer and one coat of exterior paint, semi -gloss finish, color as directed. 3.02 INFORMATIONAL SIGNS A. Sign Panels: Shop painted and field installed. Paint back of panels and edges for complete weather resistance and finished appearance. B. Project Informational Sign Installation: Install informational signs for optimum visibility, as approved by Owner. 1. Mount signs on portable sign structures or temporarily attached to surfaces of structure. 2. Portable structure shall resist overturning force of wind. 3. Paint all surfaces and edges of sign support structure with one coat of primer and one coat of exterior paint, semi -gloss finish, color as directed. 4. Attachment methods to surfaces of structure shall leave no permanent disfiguration or discoloration on completed Work. 3.03 MAINTENANCE A. Maintain signs and supports in a neat, clean condition. Repair all damage and weathering to structure, framirig'and signage. B. Relocate informational signs as required by progress of the Work. 3.04 REMOVAL A. Remove Project Identification Sign when directed. B. Remove all informational signs, framing, supports and foundations prior to Acceptance. END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE • HOAG 125738 RBB 0611300 PART 1 GENERAL • 1.01 SUMMARY A. Section includes: 1. Transportation and Handling Requirements. 2. Storage and Protection. 3. System Completeness. B. Related sections: Shop Drawings, Product Data and Samples: Section 01340. 2. Regulatory Requirements: Section 01410. 3. Substitutions and Products Options: Section 01630. 1.02 PRODUCTS SECTION 01610 PRODUCT REQUIREMENTS Page 1 A. Product Selection: Provide products that comply with the Contract Documents, are undamaged and unused at installation. B. Product Completeness: Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect. C. Products: Items purchased for incorporation in the work, whether purchased for the project or taken from previously purchased stock, and includes materials, equipment, assemblies, fabrications and systems. Named Products: Items identified by manufacturer's product name, including make or model designations indicated in the manufacturer's published product data. 2. Materials: Products that are shaped, cut, worked, mixed, finished, refined or otherwise fabricated, processed or installed to form a part of the Work. 3. Equipment: A product with operating parts, whether motorized or manually operated, that requires connections such as wiring or piping. D. Specific Product Requirements: Refer to requirements of Section 01450-Quality Control and other Sections in Divisions 2 through 16 for specific requirements for products. E. Code Compliance: All products, other than commodity products prescribed by Code, shall have a current ICBO Research Report or CABO National Evaluation Report. F. Minimum Requirements: Specified requirements are minimum requirements. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01610 CW-PED LINK FIBER OPTIC CABLE REROUTE PRODUCT REQUIREMENTS . HOAG 125738 Page 2 RBB 0611300 G. Interchangeability: To the fullest extent possible, provide products of the same kind from a single source. Products required to be supplied in quantity shall be the same product and interchangeable throughout the Work. When options are specified for the selection of any of two or more products, the product selected shah be compatible with products previously selected. H. Nameplates: Except for required labels and operating data, do not attach manufacturer's nameplates or trademarks on surfaces exposed to view in occupied spaces or on the exterior. I. Equipment Nameplates: Provide a permanent nameplate on each item of service -connected or power -operated equipment. Locate on an inconspicuous accessible surface. The nameplate shall contain the following information and essential operating data: 1. Name of product and manufacturer. 2. Model and serial number. 3. Capacity. 4. Speed. 5. Ratings. 6. Other pertinent information. J. Standard Products: Where available, provide standard products of types that have been produced and used successfully in similar situations on other projects. 1.03 TRANSPORTATION, DELIVERY AND HANDLING A. Transport products by methods to avoid product damage. B. Schedule delivery to minimize long-term storage and prevent overcrowding construction spaces. Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft and other losses. C. Deliver products in undamaged condition in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting and installing. ' D. Provide equipment and personnel to handle products by methods to prevent soiling, marring or other damage. E. Promptly inspect products on delivery to ensure that products comply with contract documents, quantities are correct, and to ensure that products are undamaged and property protected. 1.04 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. 0 B. Store products to facilitate inspection and measurement of quantity or counting of units. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01610 CW-PED LINK FIBER OPTIC CABLE REROUTE PRODUCT REQUIREMENTS HOAG 125738 Page 3 RBB 0611300 C. Store heavy materials away from the structure in a manner that will not endanger supporting construction. D. Store sensitive products in weathertight enclosures. Store products subject to damage by the elements above ground, under cover in a weathertight enclosure, with ventilation adequate to prevent . condensation. Maintain temperature and humidity within range required by manufacturer's instructions. 1. Maintain storage within temperature and humidity ranges required by manufacturer's instructions. 2. For exterior storage of fabricated products, place on sloped supports above ground. 3. Cover products subject to damage or deterioration with impervious sheet covering. Provide ventilation to avoid condensation. 4. Store loose granular materials on solid surfaces in a well -drained area. Prevent mixing with foreign ma!ter. 5. Arrange storage to provide access for inspection. Periodically inspect to assure products are undamaged, and are maintained under required conditions. E. Protection: 1. Provide barriers, substantial coverings and notices to protect installed Work from traffic and subsequent construction -operations. 2. Remove protective measures when no longer required and prior to Acceptance of the Work. 1.05 SYSTEM COMPLETENESS A. The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work. Rather, the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work. B. It is intended that equipment, systems and assemblies be complete and fully functional even though not fully described. Provide all products and operations necessary to achieve the design intent described in the Contract Documents. C. Contractor is urged to report to Architect immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear. D. Should an essential element be discovered as missing or misdescribed prior to receipt of bids or establishing negotiated Contract Sum, an Addendum or Clarification will be issued so that all costs may be accounted for in the Contract Sum. E. Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement, Contractor shall provide the element as though fully and correctly described and a no -cost Change Order will be issued. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 426738 RBB 0611300 PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 INSTALLATION OF PRODUCTS A. Installation of Products: SECTION 01610 PRODUCT REQUIREMENTS Page 4 1. Comply with manufacturer's instructions and recommendations for installation of products. 2. Anchor each product securely in place, and in accordance with Contract Documents, accurately located and aligned with other Work. Clean exposed surfaces and protect to ensure freedom from damage and deterioration at time of Substantial Completion. END OF SECTION • 0I HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01630 CW-PED LINK FIBER OPTIC CABLE REROUTE SUBSTITUTIONS . HOAG 125738 AND PRODUCT OPTIONS RBB 0611300 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. General requirements applicable to substitutions of materials, products, equipment and systems. 1.02 SUBSTITUTION OF MATERIALS AND EQUIPMENT A. Substitutions, General: Catalog numbers and specific brands or trade names are used in materials, products, equipment and systems required by the Specifications to establish the standards of quality, utility and appearance required. Substitutions which are equal in quality, utility, and appearance to those specified may be accepted, subject to the following provisions. 1. See Section 01610 - Basic Product Requirements for requirements regarding product options. 2. Refer to substitution provisions of the Conditions of the Contract, in addition to the requirements specified herein. 3. Substitutions will only be authorized by properly executed Change Directive or Change Order. See Section 01250 - Contract Modification Procedures. 4. Substitutions for products may be made during the bidding period by submitting completed Substitution Request Form a minimum of 35 days prior to Bid Date in accordance with AB 2084 Amendment to Public Contract Code 3400. 5. Those submitted 35 days prior to Bid Date will be included in an addendum if acceptable. 6. After the end of the bidding period, requests will be considered only in case of product unavailability or other conditions beyond the control of Contractor. B. Deviations Not Considered Request for Substitution: Requests by Contractor to deviate from specified requirements for products, materials, equipment, and methods, or to provide products other than those specified, shall be shall be considered requests for substitutions except under the following conditions: 1. Substitutions are requested during the bidding period, and accepted prior to execution of the Contract. Acceptance shall be in the form of written Addendum to the Bidding documents or revision to the Drawings or Specifications for use as Construction Contract Documents. 2. Changes in products, materials, equipment, and methods of construction are directed by the Owner or Architect. .Contractor options for provision of products and construction methods are specifically staled in the Contract Documents. 4. Change in products, materials, equipment, and methods of construction is required for compliance with Codes, ordinances, regulations, orders and standards of authorities having jurisdiction. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK PIBER OPTIC CABLE REROUTE HOAG 125736 RBB 0611300 C. Substitution Provisions: SECTION 01630 SUBSTITUTIONS AND PRODUCT OPTIONS Page 2 1. Documentation: Substitutions will not be considered if they are indicated or implied on shop drawing, product data or sample submittals. All requests for substitution shall be by separate written request from Contractor. See paragraph below for documentation required submission of request for substitution. 2. Cost and Time Considerations: Substitutions will not be considered unless a net reduction in Contract Sum or Contract Time results to the Owner's benefit, including redesign costs, life cycle costs, plan check and permit fees, changes In related Work and overall performance of building systems. 3. Design Revision: Substitutions will not be considered if acceptance will require substantial revision of the Contract Documents or will substantially change the intent of the design, in the opinion of the Architect. The intent of the design shall include functional performance and aesthetic qualities. 4. Data: It shall be the responsibility of the Contractor to provide adequate data demonstrating the merits of the proposed substitution, including cost data and information regarding changes in related Work. 5. Determination by Architect: Architect will determine the acceptability of proposed substitutions and will notify Contractor, in writing within a reasonable time, of acceptance or rejection. The determination by the Architect regarding functional performance and aesthetic quality shall be final. 6. Non -Acceptance: If a proposed substitution is not accepted, Contractor shall immediately provide the specified product. 7. Substitution Limitation: Only one request for substitution will be considered for each product. D. Request for Substitution Procedures: 1. Contractor shall prepare a request for substitution and submit the request to Architect through Owner for review and recommendation for acceptance. Acceptance and approval of substitutions shall be by Owner. a. Submit a minimum of 4 copies. b. Present request for substitution using form included in Section 00435. c. Comply with other administrative requirements shall be as directed by Owner. 2. Substitution requests shall included complete product data, including drawings and descriptions of products, fabrication details and installation procedures. include samples where applicable or requested. 3. Substitution requests shall include appropriate product data for the specified product(s) of the specified manufacturer, suitable for use in comparison of characteristics of products. a. Include a written, point -by -point comparison of characteristics of the proposed substitute product with those of the specified product. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01630 CW-PED LINK FIBER OPTIC CABLE REROUTE SUBSTITUTIONS HOAG 125738 AND PRODUCT OPTIONS RBB 0611300 Page 3 b. Include a detailed description, in written or graphic form as appropriate, indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the Owner and by others under separate contracts with Owner, that will be necessary if the proposed substitution is accepted. 4. Substitution requests shall include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by Owner or for work under separate contracts by Owner. 5. Except as otherwise specified, substitution requests shall include detailed cost data, including a proposal for the net change, if any, in the Contract Sum. 6. Substitution requests shall include signed certification that the Contractor has reviewed the proposed substitution and has determined that the substitution is equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents, and that the substitution is suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents. 7. Substitution requests shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following: a. Substitution failed to perform adequately. b. Substitution required changes in on other elements of the Work. c. Substitution caused problems in interfacing with other elements of the Work. d. Substitution was determined to be unacceptable by authorities having jurisdiction. 8. If, in the opinion of the Architect, the substitution request is incomplete or has insufficient data to enable a full and thorough review of the intended substitution, the substitution may be summarily refused and determined to be unacceptable. E. In making.request for substitution, Contractor represents that: 1. He/She has personally investigated proposed product or method, and determined that it is equal or superior in all respects to that specified. 2. He/She will provide the same Warranty for substitution as for product or inethod specified. 3. He/She will coordinate installation of accepted substitution into Work, making such changes as may be required for Work to be complete in all respects. This includes any and all changes required by Authorities having jurisdiction. 4. He/She waives all claims for additional costs related to substitution which become apparent. 5. He/She will assume all additional costs of construction performed by other separate contractors to accommodate the accepted substitution. 6. He/She will be responsible for costs of required Architect's redesign. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01630 CW-PED LINK FIBER OPTIC CABLE REROUTE SUBSTITUTIONS HOAG 125738 AND PRODUCT &TIONs RBB 0611300 Page 4 is 7. Cost data Is complete and includes all related costs under its Contract, but excludes: Architect's redesign. F. Contract Document Revisions: 1. Should a Contractor -proposed substitution or alternative sequence or method of construction require revision of the Contract Drawings or Specifications, including revisions for the purposes of determining feasibility, scope or cost, or revisions for the purpose of obtaining review and approval by authorities having jurisdiction, revisions will be made by Architect or other consultant of Owner who is the responsible design professional, as approved in advance by Owner. 2. Services of Architect or other responsible design professional for researching and reporting on proposed substitutions or alternative sequence and method of construction shall be paid by Contractor when such activities are considered additional services to the design services contracts of the Owner with Architect or other responsible design professional. 3. Costs of services by Architect or other responsible design professional of the Owner shall be paid on a time and materials basis, based on current hourly fee schedules, with reproduction, long distance telephone and shipping costs reimbursable at cost plus usual and customary mark-up for handling and billing. 4. Such fees shall be paid whether or not the proposed substitution or alternative sequence . or method of construction is ultimately accepted by Owner and a Change Order is executed. 5. Such fees shalt be paid from Contractor's portion of savings, if a net reduction in Contract Sum results. If fees exceed Contractor's portion or net reduction, Contractor shall pay all remaining fees unless otherwise agreed in advance by Owner. 6. Such fees owed shall be deducted from the amount owed Contractor on the Application for Payment next made following completion of revised Contract Drawings and Specifications or completion of research and other services. Owner will then pay Architect or other consultant of the Owner. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION �J HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01710 CW-PED LINK FIBER OPTIC CABLE REROUTE EXAMINATION • HOAG 125738 REQUIREMENTS RBB 0611300 Page 1 PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination procedures prior to installing, applying and placing products to determine acceptable conditions for the Work. 1.02 RELATED SECTIONS A. Section 01310 - Coordination: Requirements for proper sequencing and interfacing of the Work. B. Section 01315 - Project Meetings: Pre -installation conferences. C. Section 01352 - Wall Penetration Procedures: Requirements for examination and coordination of wall penetrations. D. - Section 01520 - Temporary Construction Facilities: Temporary heating, cooling and ventilating facilities to create suitable environment for performance of the Work. Temporary facilities and controls to create suitable environment for performance of the Work. E. Section 01732 - Cutting and Patching: Work performed in advance of starting installation, application or placement of new Work. • F. Section 02050 - Demolition: Removal of existing construction in preparation of performance of specified Work. G. Individual Product Specification Sections: Specific requirements for examination prior to performance of the Work. 1.03 EXAMINATION A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work. B. Work Conditions: Determine whether conditions under which Work will be performed are satisfactory. Do not commence Work until satisfactory conditions are achieved. 1. Perform actions as necessary to create suitable conditions, including lighting, ventilation, control measures to prevent contamination of Work and to prevent spread of dust, debris, overspray and fumes, and to contain noise. 2. Notify Owner in writing of unsuitable conditions preventing proper performance of the Work. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 40 Not Used. END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE . HOAG 1267311 RBB 061130011300 PART 1 GENERAL 1.01 SECTION INCLUDES SECTION 01720 PREPARATION REQUIREMENTS Page 1 A. Requirements for preparation prior to installing, applying and placing products to determine acceptable conditions for the Work. 1.02 RELATED SECTIONS A. Section 01320 — Project Schedules: Requirements for scheduling and sequencing of the Work. B. Section 01310 - Project Coordination: Requirements for proper sequencing and interfacing of the Work. C. Section 01315 - Project Meetings: General requirements for pre -installation conferences. D. Section 01732 - Cutting and Patching: Work performed to provide access for performing the Work. E. Section 02050 - Demolition: Removal of existing construction in preparation of performance of specified Work. F. Individual Product Specification Sections: Specific requirements for preparation prior to . performance of the Work. 1.03 PREPARATION A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work. B. Preparations: Perform preparation actions according to manufacturer's instructions and recommendations and according to specified procedures. 1. Perform surface preparation as necessary to create suitable substrates for application, installation and placement of products. 2. - Notify Owner in writing of unsuitable conditions preventing proper performance of the Work. C. Existing Utility Information: Furnish information to serving utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with Owner and with authorities having jurisdiction. D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Owner in accordance with Section 01140 in advance of proposed utility interruptions. 0 2. Do not proceed with utility interruptions without Owner's written permission. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01720 CW-PED LINK FIBER OPTIC CABLE REROUTE PREPARATION REQUIREMENTS HOAG 126736 Page 2 ROB 0611300 E. Field Measurements: Take field measurements as required to fit'1he Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, Verity dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. F. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. G. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for Information to Architect. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Submit requests on "Request for Information" form as directed by Owner. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION LJ HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01730 CW-PED LINK FIBER OPTIC CABLE REROUTE EXECUTION REQUIREMENTS HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.01 SECTION INCLUDES A. General requirements for installing, applying and placing products. B. General requirements for correction of defective Work. 1.02 RELATED SECTIONS A. Section 01315 - Project Meetings: Pre -installation conferences where procedures for installing, applying and placing products are reviewed prior to performance of the Work. B. Individual Product Specification Sections: Specific requirements for installing, applying and placing products. 1.03 REQUIREMENT A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work. B. Execution: Perform installation, application and placement actions according to manufacturer's instructions and recommendations and according to specified procedures. . 1. Perform surface preparation as necessary to create suitable substrates for application, installation and placement of products. 2. Notify Owner in writing of unsuitable conditions preventing proper performance of the Work. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 INSTALLATION, APPLICATION AND PLACEMENT OF PRODUCTS A. Manufacturer's Instructions: Comply with manufacturer's written instructions and recommendations fcr installing, applying, placing and finishing products. B. Installation, Application and Placement, General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 0 3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01730 CW-PED LINK FIBER OPTIC CABLE REROUTE EXECUTION REQUIREMENTS • HOAG 125738 Page 2 RBB 0611300 4. Maintain minimum headroom clearance of 8 feet (2.4 m) in spaces without a suspended ceiling, unless otherwise directed. 5. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until acceptance of the Work. 6. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. C. Tools and Equipment: Do not use tools or equipment that produces harmful noise levels. D. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 2. Allow for'buikling movement, including thermal expansion and contraction. E. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. F. Hazardous Materials: Use products, cleaners, and installation materials that are not . considered hazardous. G. Cleaning: Comply with requirements specified in Section 01740 - Cleaning Requirements. See individual product Specifications Sections for specific cleaning procedures to be performed. H. Protection: Provide barriers, covers and other protective devices as recommended by manufacturer and complying with general requirements specified in Section 01520 — Temporary Construction Facilities. 1. Comply with manufacturer's written instructions for temperature and relative humidity. 2. See individual product Specifications Sections for specific protective measures to be provided. 1. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3.02 OWNER -INSTALLED PRODUCTS A. Site Access: Provide access to Project site for Owner's construction forces. B. Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction forces. 1. Construction Schedule: Inform Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences _ in actual construction progress. 0 HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01730 CW-PED LINK FIBER OPTIC CABLE REROUTE EXECUTION REQUIREMENTS HOAG 125738 Page 3 RBB 0611300 2. Preinstallation Conferences: Include Owner's construction forces at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction forces if portions of the Work depend on Owner's construction. 3.03 CORRECTION OF THE WORK A. Correction of the Work, General: Repair or remove and replace defective construction. Restore damaged substrates and finishes. 1. Comply with requirements in Section 01732 - Cutting and Patching Procedures. 2. Repairing shall include replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. 3. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. 4. Repair components that do not operate property. Remove and replace operating components that cannot be repaired. 5. • Remove and replace chipped, scratched, and broken glass or reflective surfaces. B. Restoration of Existing Conditions: Restore permanent facilities used during construction to their specified condition. END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01732 CW-PED LINK FIBER OPTIC CABLE REROUTE CUTTING AND PATCHING • HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.01 SUMMARY A. Section includes: Cutting and patching. Execute cutting. (including excavating), fitting or patching of work, required to: 1. Make several parts fit properly. 2. Uncover Work to provide for installation of ill-timed Work. 3. Remove and replace Work not conforming to requirements of Contract Documents. 4. Remove and replace defective Work. 5. Remove samples of installed Work as specified for testing. 6. Install specified Work in existing construction. B. In addition to specified requirements, upon written instruction of Owner: 1. Uncover Work to. provide for Owner and Architect's observation of covered Work. . 2. ,Remove samples of installed materials for testing. C. Do not endanger any Work by cutting or altering Work or any part of it. D. Do not cut or alter work of another contractor without written consent of Owner. E. Do not notch or cut any structural members without prior written approval of the Structural Engineer of record and OSHPD through change orders, unless specific details are provided on approved Drawings. 1.02 SUBMITTALS A. Prior to cutting which affects structural safety of Project, submit written notice to Architect, requesting consent to proceed with cutting. B. Prior to cutting done on instruction of Owner, submit cost estimate. C. Should conditions of Work, or schedule, indicate change of materials or methods, submit written recommendation to Owner and Architect, including: 1. Conditions indicating change. 2. Recommendations for alternative materials or methods. 3. Submittals as required for substitutions. D. Submit written notice to Owner and Architect, designating time Work will be uncovered, to 40 provide observation. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01732 CW-PED LINK FIBER OPTIC CABLE REROUTE CUTTING AND PATCHING HOAG 126738 Page 2 RBB 0611300 PART 2 PRODUCTS 2.01 MATERIALS A. Materials for replacement of Work removed: Comply with Specifications for type of Work to be done, otherwise match existing adjacent surfaces. PART 3 EXECUTION 3.01 EXAMINATION A Examine existing conditions of Work, Including elements subject to movement or damage during cutting and patching, and excavating and backfilling. B. After uncovering Work, examine conditions affecting installation of new products. 3.02 PREPARATION A. Prior to cutting, provide shoring, bracing and support as required to maintain structural integrity of Project. B. Provide protection for other portions of Project. Provide protection from elements. 3.03 PERFORMANCE A. Execute fitting and adjustment of products to provide finished installation to comply with specified tolerances and finishes. B. Execute culling and removal to the extent necessary. C. Restore Work which has been cut or removed; install new products to provide completed Work in accord with requirements of Contract Documents. D. Refinish entire surfaces as necessary to provide an even finish. 1. Continuous surfaces: To nearest intersections. 2. Assembly: Entire refinishing. END OF SECTION is 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01740 CW-PED LINK FIBER OPTIC CABLE REROUTE CLEANING • HOAG 125738 Page 1 RBB 0611300 PART 1GENERAL 1.01 SUMMARY A. Maintain Project Site, surrounding areas and public properties free from accumulations of waste, debris, and rubbish, caused by operations. B. At completion of Work, remove waste materials, rubbish, tools; equipment, machinery and surplus materials, and clean all sight -exposed surfaces; leave Project Site clean and ready for occupancy. 1.02 GENERAL REQUIREMENTS A. Conduct cleaning and disposal operation in accord with legal requirements. 1. Do not burn or bury rubbish and waste materials on Project Site. 2. Do not dispose of volatile wastes in storm or sanitary drains. B. Hazards control: 1. Store volatile wastes in covered metal containers, and remove from premises daily. • 2. Prevent accumulation of wastes which create hazardous conditions. 3. Provide adequate ventilation during use of volatile or noxious substances. Ventilation shall be other than hospital ventilation system. Note: Care shall be taken that discharge of volatile or noxious exhaust shall, be shielded from air intakes of hospital mechanical systems. 1.03 MATERIALS A. Use only cleaning materials recommended by manufacturer of surface to be cleaned. B. Use cleaning materials only on surfaces recommended by cleaning material manufacturer. 1.04 DURING CONSTRUCTION A. Execute cleaning daily to ensure Project Site, Owner's premises, adjacent and public properties are maintained free from accumulations of waste materials and rubbish. B. Wet down dry materials and rubbish to control dust. C. At reasonable intervals during progress of Work, clean Project Site and public properties, and dispose of waste materials, debris and rubbish. D. Provide on Project Site dump containers for collection of waste materials, debris and rubbish. Hospital waste containers shall not be used for construction waste. • E. Remove waste materials, debris and rubbish from Owner's premises and legally dispose of off Owner's property. HOAG MEMOAtAL HOSPITAL PRESBYTERIAN SECTION 01740 CW-PED LINK FIBER OPTIC CABLE REROUTE CLEANING HOAG 125738 Page 2 RBB 0611300 F. Vacuum clean interior areas when ready to receive finish painting, and continue vacuum cleaning on an as -needed basis unlit building is ready for substantial completion or occupancy. G. Handle materials in a controlled manner with as few handlings as possible. Do not drop or throw materials. H. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 1.05 FINAL CLEANING A. Employ experienced workers, or professional cleaners for final cleaning. B. In preparation for Substantial Completion or occupancy, conduct final inspection of sight - exposed interior and exterior surfaces, and of accessible concealed spaces. C. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight - exposed finished surfaces; polish surfaces so designated to shine finish. D. Repair, patch and touch up marred surfaces to specified finish, and to match adjacent surfaces. E. Broom clean paved surfaces. F. Keep Project clean until it is occupied by the Owner. PART 2 PRODUCTS Not Used. PART 3 EXECUTION 3.01 CLEANING INSPECTION A. Cleaning Inspection: Prior to Finat Payment or acceptance by Owner for partial occupancy or beneficial use of the premises, Contractor and Owner shall jointly conduct an inspection of interior and exterior surfaces to verify that entire Work is acceptably clean. B. Inadequate Cleaning: Should final cleaning be inadequate, as determined by Owner, and Contractor fails to correct conditions, Owner may engage cleaning service under separate contract and deduct cost from Final Payment. END OF SECTION • 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01770 CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT CLOSEOUT - HOAG 125738 Page 1 RBB 0611300 1.01 SUMMARY A. Section includes: Provide an orderly and efficient transfer of the completed Work to the Owner. B: Related work described elsewhere: 1_ Activities relative to Contract closeout are also described in but not necessarily limited to: Paragraphs 4.2.9, 9.8, 9.9, and 9.10 of the General Conditions. 2. "Substantial Completion" is defined in Paragraph 8.1.3 of the'General Conditions. 1.02 QUALITY ASSURANCE A. Prior to requesting inspections under this Section, use adequate means to assure that the Work was completed in accordance with the specified requirements and is ready for the requested inspections. 1.03 PROCEDURES A. Due to the phasing requirements of the project, partial substantial completion and beneficial occupancy of each phase will need to be obtained in accordance with the following requirements. This shall include approval by OSHPD for occupancy, temporary or otherwise determined, as required. The closeout submittals as required by paragraph D below shall be providedat the completion of each phase as required for occupancy of the space or otherwise as applicable to the work. The following items are specifically required to be provided, at a minimum. 1. Warranties, Bonds and Certificates. 2. Operation and maintenance data. 3. Record drawings. 4. Locks and Keys. 5. Evidence of compliance with requirements of governmental agencies having jurisdiction. B. Warranties, Bonds and Certificates: Submit specific warranties, guarantees, workmanship bonds, maintenance agreements, final certifications and similar documents. C. Locks and Keys: Change temporary lock cylinders over permanent keying and transmit keys to the Owner, unless otherwise directed or specified. D. Tests and Instructions: Complete start-up testing of systems, and instruction of the Owner's personnel. Remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01770 CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT CLOSEOUT HOAG 125738 Page 2 RBB 0611300 1.04 SUBSTANTIAL COMPLETION REVIEW A. Contractor's Notification for Substantial Completion Review: When the Contractor determines that the Work is complete in accordance with Contract Documents, the Contractor shall submit to the Owner and Architect written certification that the Contract Documents have been reviewed, the Work has been inspected by the Contractor and by authorities having jurisdiction, and the facility is ready for the Substantial Completion review. Due to the phasing requirements of this project, the review of the work, completion of outstanding items, and determination of Substantial Completion for each phase shall be expedited by all parties as time is of the essence on this project B. Correction (Punch) List: Contractor shall prepare and distribute a typewritten, comprehensive list of items to be completed and corrected (punch list) to make the Work ready for acceptance by the Owner. 1. The punch list shall include all items to be completed or corrected prior to the Contractor's application for final payment. 2. The punch list shall identify items by location (room number or name) and consecutive number. For example, 307-5 would identify item 5 in Room 307, Roof-4 would identify item 4 on Roof. 3. Contractor shall prepare separate lists according to categories used for Drawings. For example, provide lists for Architectural, Structural, Mechanical (HVAC), Plumbing, Fire Protection (sprinkler) system, Electrical and Food Service Equipment. 4. Architect, Architect's consultants and Owner's consultants, as required by Owner, shall conduct a brief walk-through of Project with the Contractor to review scope and adequacy of the punch list. 5. Verbal comments will be made to the Contractor by the Architect and the Architect's and Owner's consultants, if in attendance, during the walk-through. These comments will Indicate generally the additiohs and corrections to be made to the punch list. Such comments shall not be considered to be comprehensive; Contractor shall use the comments as guidance in preparing the punch list for the Substantial Completion review. C. Substantial Completion Meeting: On a date mutually agreed by the Owner, Architect and Contractor, a meeting shall be conducted at the Project site to determine whether the Work is satisfactory and has achieved Substantial Completion. Contractor shall provide three working days notice to Architect for requested dale of Substantial Completion meeting. 2. Architect and the Architect's and Owner's consultants, as authorized by the Owner, will attend the Substantial Completion meeting. 3. In addition to conducting a walk-through of the facility and reviewing the punch list, the purpose of the meeting shall include submission of warranties, guarantees and bonds to the Owner, submission of operation and maintenance data (manuals), provision of specified extra materials to the Owner, and submission of other Contract closeout documents and materials as required and it not already submitted. 4. Architect and Architect's consultants, as appropriate, will conduct a walk-through of the — facility with the Contractor and review the punch list. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01770• CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT CLOSEOUT HOAG 125738 Page 3 RBB 0611300 5. If necessary, Contractor shall correct the punch list and record additional items as may identified during the walk-through, including notations of corrective actions to be taken. 6. If necessary Contractor shall retype the punch list and distribute it within three working days to those attending the meeting. 7. If additional site visits by the Architect and the Architect's and Owner's consultants are required to review completion and correction of the Work, the costs of additional visits shall be reimbursed to the Owner by the Contractor by deducting such costs from the Final Payment. D. Uncorrected Work: Refer to requirements specified in Section 01450 - Quality Control regarding Contract adjustments for non -conforming Work. E. Clearing and Cleaning: Prior to the Substantial Completion review, Contractor shalfconduct a thorough cleaning and clearing of the Project area, including removal of construction facilities and temporary controls. Refer to Section 01740 - Cleaning Requirements. F. Inspection and Testing: Prior to the Substantial Completion review, complete inspection and testing required for the Work, including securing of approvals by authorities having jurisdiction. 1. Complete all inspections, tests, balancing, sterilization and cleaning of plumbing and HVAC systems. 2. Complete inspections and tests of electrical power and signal systems. 3. Complete inspections and tests of conveying (elevator) systems. G. Architect's Certification of Substantial Completion: When Architect determines that list of items to be completed and corrected (Punch List) is sufficiently complete for Owner to occupy Project for the use to which it is intended, Architect will complete and issue to the Owner and Contractor a Certificate of Substantial Completion using The American Institute of Architects Form G704 - CERTIFICATE OF SUBSTANTIAL COMPLETION or other form if directed by the Owner. H. Notice of Completion.: Contractor, after receipt of Architect's certification, shall record and pay for Notice of Completion with County Recorder, in compliance with the requirements of authorities having jurisdiction, to commence lien period. Provide copies to Owner as directed. Closeout submittals include, but not necessarily limited to: 1. Project Record Documents described in Section 01780. 2. Operation and maintenance data described in Section 01830. 3. Warranties and bonds. 4. Keys and keying schedule. • 5. Spare parts and extra stock. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01770 CW-PED LINK FIBER OPTIC CABLE REROUTE CONTRACT CLOSEOUT HOAG 126738 Page 4 RBB 0611300 6. Evidence of compliance with requirements of governmental agencies having jurisdiction including, but not necessarily limited to: a. Certificate of Inspection. b. Certificate of Occupancy. 7. Certificate of Insurance for products and completed operation. 8. Evidence of payment and release of liens. 9. List of subcontractors, service organizations, and principal vendors including names, addresses, and telephone numbers where they can be reached for emergency service at all times including nights, weekends, and holidays. J. Final adjustments of accounts: 1. Submit a final statement of accounting to the Architect, showing all adjustments to the Contract Sum. 2. If so required, the Contractor shall prepare a final Change Order for submittal to Architect showing adjustment to the Contract Sum which were not previously made Into Change Orders. 1.05 OSHPD FINAL INSPECTION AND PROJECT CLOSEOUT A. The Inspector of Rccord (IOR) shall carefully review the Drawings, Specifications, addenda and change orders for special items not listed in this Document. B. Preliminary punch list compiled by the IOR. C. Preliminary punch list completed by the General Contractor and his Subcontractors. D, Title 22, Section 94075 Final Approval of Work. 1. The Department (OSHPD) will schedule a final state agency inspection of the work subsequent to the receipt of the responsible Architects statement that the contract is performed or substantially performed. 2. The final approval of the construction will be Issued by the Department (OSHPD) when: a. All work has been completed in accordance with the approved Construction Documents. b. The required verified reports and lest and inspection affidavits have been filed with the Department of General services. c. All remaining fees have been paid to the Department. 3. Final approval will be confirmed by a letter sent to the Health Care section of the Department of Health Services with a copy to the applicant. The letter shall slate that the work has been constructed in accordance with the requirements, as to safety of design and construction, Chapter 7, Title 22, California Code of Regulations. • HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC. CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01770 CONTRACT CLOSEOUT Page 5 4. Upon completion of the project, all copies of procedure records as required by Section T22-94065(b)(6) shall be transmitted to the Department of General Services. Note: Items E. through X. are a breakdown of the code section in D. above. E. Architect of record has sent letter to OSHPD with a statement that the contract is performed or substantially performed. F. Punch list is scheduled. G. Punch list participants: 1. Architect. 2. Structural Engineer. 3. Electrical Engineer. 4. Contractor. 5. Inspector (IOR). 6. Others. H. Punch list distributed to all participants. I. Punch list completed and all work has been completed in accordance with the approved Construction Documents. J. Final verified reports, two copies wet ink signed have been filed with the Department (OSHPD). 1. Architect. 2. Structural Engineer. 3. Electrical Engineer. 4. Contractor. 5. Inspector (IOR). 6. Others. K. Test and inspection affidavits have been bled with OSHPD. L. Owner has paid remaining fees to OSHPD. M. OSHPD letter stating that the work has been constructed in accordance with the requirements and conforms to Title 22, Chapter 7, California Code of Regulations has been sent to the Department of Health Services, Licensing and Certification Division with a copy to the Applicant (Owner). HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 N. All Change Orders have been approved #1 to # . 0. Approval of the air balance has been received from OSHPD- P. Hospital policies and procedures manual has been completed. Q. Final written approval from OSHPD Fire Marshal (OFM). R. Final approval from the local Fire Marshal. SECTION 01770 CONTRACT CLOSEOUT Page 6 S. Hospital administration to notify Health Services, Licensing and Certification for their site visit date. T. Health Services, Licensing and Certification correction items completed. U. Procedure Records sent to OSHPD as required by Title 22, Chapter 7, Section 94065(b)(6). 1. Records of time and dates of placing concrete. 2. Records of time and date of removal or correction phase of forms In each portion of the structure. 3. Location of defective concrete and manner of correction of defects. 4. Records of test reports of all nonconforming materials or defective workmanship and shall indicate the corrective action taken. 5. Records of driven piles used in foundations. V. Testing Laboratory final report, single letter to OSHPD. W. Radiation Physicist Report: If radiation shielding is required, original to Sacramento. X. Clearance from Public Works. (City, County) 1.06 FINAL PAYMENT A. Final Payment: After completion of all items listed for completion and correction, after submission of all documents and products and after final cleaning, submit final Application for Payment, identifying total adjusted Contract Sum, previous payments and sum remaining due. Payment will not be made until the following are accomplished: All Project Record Documents have been transferred and accepted by Owner. 2. All extra materials and maintenance stock have been transferred and received by Owner. 3 All warranty documents and operation and maintenance data have been received and accepted by Owner. 4. All liens have been released or bonded by Contractor. 5. Contractor's surely has consented to Final Payment. • • HOAG'MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE • HOAG 125738 RBB D611300 PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. • 0 END OF SECTION SECTION 01770 CONTRACT CLOSEOUT Page 7 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART 1 GENERAL 1.01 MAINTENANCE OF DOCUMENTS A. Maintain at Project Site, one copy of: 1. Drawings. (blue line prints) 2. Specifications and Addenda. 3. Reviewed Shop Drawings and Samples, and submittal log. SECTION 01780 PROJECT RECORD DOCUMENTS Page 1 4. Modifications: Change Orders, and other written amendments to the Contract. Field test records. 5. Job meeting notes. 6. All written communications and memos of verbal communications. B. Store documents in temporary field office, apart from documents used for construction. C. Provide files and racks for storage of documents. D. Maintain documents in clean, dry, and legible condition. . E. Do not use record documents -for construction purposes. F. Make documents available at all times for inspection by Owner and Architect. 1.02 MARKING DEVICES A. Provide erasable colored pencil (not ink or indelible pen) for marking. 1.03 RECORDING A. Label each document (on first sheet or page) 'PROJECT "RECORD" in 2 in. high printed letters. B. Keep record documents current. Note: A reference by number to a Change Order, RFI, RFQ, Field Order or other such document is not acceptable as sufficient record information on any record document. C. Do not permanently conceal any Work until required information has been recorded. D. Drawings: Legibly mark to record actual construction: 1. Depths of various elements of foundation in relation to main floor level or survey datum. 2 Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements. 3. Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 4. Field changes of dimension and detail. 5. Changes made by Change Orders and other Modifications. 6. Details not on original Drawings. E. Specifications and Addenda: Legibly mark up each Section to read: SECTION 01780 PROJECT RECORD DOCUMENTS Page 2 Manufacturer, trade name, catalog number, and supplier of each product and item of equipment actually installed. Changes made by Change Orders and other Modifications. Other matters not originally specified. F. Shop Drawings and Samples: Maintain as record documents; legibly annotate Shop Drawings and Samples to record changes made after review. G. in addition to requirements of this Section, comply with supplemental requirements of Divisions 15 and 16. 1.04 SUBMITTAL A. Review and Submission of Record Drawings: 1. Participate in review .meetings with Owner, Architect and Architect's consultants as necessary. 2. Make required changes promptly and prepare documents for submission on electronic media. Drawing files shall be recorded on CD-ROM disks, with disks organized as directed by Architect according to Owner's requirements. Produce quantity of sets to suit distribution specified below. 3. Submit completed sets of Project Record Documents to Owner on media and according to distribution specified below. 4. Distribution: Provide the following copies of the Project Record Documents. a. Hoag FD&C: One set of prints One set of CD-ROM disks b Hoag Engineering: One set of prints One set of CD-ROM disks c. Architect: One set of prints One set of CD-ROM disks 0 n 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01780 PROJECT RECORD DOCUMENTS Page 3 B. Record Specifications: Record changes made by Addenda and Change Orders. In PART 2 - PRODUCTS in each Section, legibly mark and record actual Products installed or used, including: 1. Manufacturer's name and product model or catalog number. 2. Product substitutions or alternates utilized. C. Submission: Submit Record Documents to Owner prior to submittal of final Application for Payment. D: Accompany submittal with transmittal letter containing: 1. Date. 2. Project title and number. 3. Contractor's name and address. 4. Number and title of each record documents. 5. Certification that each document as submitted is complete and accurate, and signature of Contractor, or his authorized representative. PART 2 PRODUCTS Not Used. PART 3 EXECUTION Not Used. END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01840 CW-PED LINK FIBER OPTIC CABLE REROUTE PRODUCT WARRANTIES . HOAG 125738 AND BONDS RBB 0611300 Page 1 PART 1GENERAL 1.01 SECTION INCLUDES A. General administrative and procddural requirements for preparation and submission of warranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special Project warranties. Refer to the Conditions of the Contract for terms of Contractor's special warranty of workmanship and materials. 2. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. 1.02 RELATED DOCUMENTS AND SECTIONS A. Document 00700 - General Conditions of the Contract: Performance bond and labor and material payment bond; provisions of the Contract for correction of the Work. B. Section 01340 — Shop Drawings, Product Data and Samples: General administrative requirements for submittals, applicable to warranties and bonds. C. Section 01770 - Contract Closeout: General requirements for closeout of the Contract. D. Section 01783 - Operation and Maintenance Manuals: Operating and maintenance data binders, to include copies of warranties and bonds. E. Individual Product Specifications Sections: Special Project warranty requirements for specific products or elements of the Work; commitments and agreements for continuing services to Owner. 1.03 DEFINITIONS A. , Warranty., Assurance to Owner by Contractor, installer, supplier, manufacturer or other party responsible as warrantor, for the quantity, quality, performance and other representations of a product, system service of the Work, in whole or in part, for the duration of the specified period of time. B. Guarantee: Assurance to Owner by Contractor or product manufacturer or other specified party, as guarantor, that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor. C. Standard Product Warranty: Preprinted, written warranty published by product manufacturer for particular products and specifically endorsed by the manufacturer to the Owner. D. Special Project Warranty: Written warranty required by or incorporated into Contract Documents, to extend time limits provided by standard warranty or to provide greater rights for Owner. E. Correction Period: As defined in the Conditions of the Contract, Correction Period shall be synonymous with 'warranty period", "guarantee period" and similar terms used in the Contract Specifications. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 01840 CW-PED LINK FIBER OPTIC CABLE REROUTE PRODUCT WARRANTIES HOAG 125738 AND BONDS RBB 0611300 Page 2 1.04 WARRANTIES AND GUARANTEES A. Warranties and Guarantees, General: Provide all warranties'and guarantees with Owner named as benefro'rary. For equipment and products, or components thereof, bearing a manufacturers warranty or guarantee that extends for a period of time beyond the Contractors warranty and guarantee,so stale In the warranty or guarantee. B. Provisions for Special Warranties. Refer to Conditions of the Contract for terms of the Contractor's special warranty of workmanship and materials. C. General Warranty and Guarantee Requirements: Warranty strati be an agreement to repair or replace, without cost and undue hardship to Owner, Work performed under the Contract which is found to be detective during the Correction Period (warranty or guarantee) period. Repairs and replacements due to improper maintenance or operation, or due to normal wear, usage and weathering are excluded from warranty requirements unless otherwise specified. D. Specific Warranty and Guarantee Requirements: Specific requirements are included in product Specifications Sections of Divisions 2 through 16, including content and limitations. E. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties and guarantees shall not relieve Contractor of responsibility for warranty and guarantee requirements for the Work that incorporates such products, nor shall they relieve suppliers, manufacturers, and installers required to countersign special Warranties with Contractor. F. Related Damages and Losses: When correcting warranted Work that has been found defective, remove and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work. G. Reinstatement of Warranty: When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. H. Replacement Cost: Upon determination that Work covered by a warranty has been found to be defective, replace or reconstruct the Work to a condition acceptable to Owner, complying with applicable requirements of the Contract Documents. Contractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether Owner has benefited from use of the Work through a portion of its anticipated useful service life. I. Owner's Recourse: Written warranties made to the Owner shall be in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. J. Warranty as Condition of Acceptance: Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment shall be required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01840 CW-PED LINK FIBER OPTIC CABLE REROUTE PRODUCT WARRANTIES • HOAG 125738 AND BONDS RBB 0611300 Page 3 1.05 PREPARATION OF WARRANTY AND BOND SUBMITTALS A. Number of Copies: Make all submittals of warranties, guarantees and bonds in duplicate. B. Project Warranty and Guarantee Forms: Form for special Project warranties and guarantees is enclosed as Attachment 01840.A, immediately following this Section: Prepare written documents utilizing the appropriate form, ready for execution by the Contractor, or the Contractor and subcontractor, supplier or manufacturer. Submit a draft to Owner for approval prior to final execution. 1. Refer to product Specifications Sections of Divisions 2 through 16 for specific content requirements, and particular requirements for submittal of special warranties. 2. Prepare standard warranties and guarantees, excepting manufacturers' standard printed warranties and guarantees, on Contractor's, subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to Owner. 3. Warranty and guarantee letters shall be signed by all responsible parties and by Contractor in every case, with modifications only as approved in advance by Owner to suit the conditions pertaining to the warranty or guarantee. C. Manufacturer's Guarantee Form: Manufacturer's guarantee form may be used in lieu of special Project form included at the end of this Section. Manufacturer's guarantee form shall contain . appropriate terms and identification, ready for execution by the required parties. 1. If proposed terms and conditions restrict guarantee coverage or require actions by Owner beyond those specified, submit draft of guarantee to Owner for review and acceptance before performance of the Work. 2. In other cases, submit draft of guarantee to Owner for approval prior to final execution of guarantee. D, Signatures: Signatures shall be by person authorized to sign warranties, guarantees and bonds on behalf of entity providing such warranty, guarantee or bond. All signatures on warranties, guarantees and bonds shall be notarized. E. Co -Signature: All installer's warranties and bonds shall be co -signed by Contractor. Manufacturer's guarantees will not require co -signature. 1.06 FORM OF WARRANTY AND BOND SUBMITTALS A. Form of Warranty and Bond Submittals: Prior to final Application and Certificate for Payment, compile two copies of each required warranty, guarantee and bond, properly executed by Contractor, or jointly by Contractor, subcontractor, supplier, or manufacturer. Collect and assemble all written warranties and guarantees into binders and deliver binders to Owner for final review and acceptance. 1. Prior to submission, verify that documents are in proper form and contain all required information and are properly signed. . 2. Organize warranty and guarantee documents into an orderly sequence based on the Table of Contents of the Project Manual. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 01840 CW-PED LINK FIBER OPTIC CABLE REROUTE PRODUCT WARRANTIES HOAG 125738 AND BONDS . RBB 061130D Page 4 3. Include Table of Contents for binder, neatly typed, following order and Section numbers and titles as used in the Project Manual. 4. Bind warranties, guarantees and bonds in heavy-duty, commercial quality, durable 3-rfng vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, with clear front and spine to receive inserts, and sized to receive 8-1/2 inch by 11-inch paper. 5. Provide heavy paper dividers with cellulokd or plastic covered tabs for each separate warranty. Mark tabs to identify products or installation, and Section number and title. 6. Include on separate typed sheet, if information is not contained in warranty or guarantee form, a description of the product or installation, and the name, address, telephone number and responsible person for applicable installer, supplier and manufacturer. 7. Identify each binder on front and spine with typed or printed inserts with title "WARRANTIES AND BONDS", the Project title or name, and the name of the Contractor. If more than one volume of warranties, guarantees and bonds is produced, identify volume number on binder. 8. When operating and maintenance data manuals are required for warranted construction, include additional copies of each required warranty and guarantee in each required manual. Coordinate with requirements specified in Section 01830 - Operation and Maintenance Manuals. 1.07 TIME OF WARRANTY AND BOND SUBMITTALS A. Submission of Preliminary Copies: Unless otherwise specified, obtain preliminary copies of warranties, guarantees and bonds within ten days of completion of applicable item 'or Work. Prepare and submit preliminary copies for review as specified herein. B. Submission of Final Copies: Submit fully executed copies of warranties, guarantees and bonds within ten days of dated established by Certificate of Substantial Completion but no later than three days prior to date of final Application for Payment. Refer to Section 01770 - Contract Closeout. C. Date of Warranties and Bonds: Unless otherwise directed or specified, commencement date of warranty, guarantee and bond periods shall be the date established by Certificate of Substantial Completion. Warranties for Work accepted in advance of date established by Certificate of Substantial Completion: When a designated system, equipment, component parts or other portion of the Work is completed and occupied or put to beneficial use by Owner, by separate agreement with Contractor, prior to completion date established by Certificate of Substantial Completion, submit property executed warranties to Owner within ten days of completion of that designated portion of the Work. List date of commencement of warranty, guarantee or bond period as the date established by Certificate of Substantial Completion. 2. Warranties for Work not accepted as of date established by Certificate of Substantial Completion: Submit documents within ten days after acceptance, listing date of acceptance as beginning of warranty, guarantee or bond period. • HOAG MEMORIAL HOSPITALPRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 01840 PRODUCT WARRANTIES AND BONDS Page 5 D. Duration of Warranties and Guarantees: Unless otherwise specified or prescribed by law, warranty and guarantee periods shall be not less than the Correction Period required by the Conditions of the Contract, but in no case less than one year from the date established by Certificate of Substantial Completion. See product Sections in Divisions 2 through 16 of the Specifications, in the Project Manual, for extended warranty and guarantee beyond the minimum one year Correction Period. PART 2PRODUC Not Used. PART 3 EXECUTI Not Used. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 061130011300 SECTION 01840-A FORM OF WARRANTY Page 1 When required by the Contract Documents, written guarantees shall be in the form of the following warranty, on the Subcontractor's, Contractor's or Material Supplier's own letterhead. WARRANTY We hereby unconditionally warranty that which we have installed, has been done in accordance with the Contract Documents and that the work as installed will fulfill the requirements included in the Specifications. We agree to repair or replace any or all of our work together with any other adjacent work which may be displaced by so doing, that may prove to be defective in its workmanship or material within a period of one year from date of acceptance, unusual abuse or neglect excepted. The guarantee period shall be for that period of time stated in various sections of the Specifications. When no period is stated, the warranty period shall be one year. In the event of our failure to comply with the above -mentioned conditions within a reasonable period of time, as determined by the Owner, after being notified in writing,by the Owner, we, collectively or separately, do hereby authorize the Owner to proceed to have said defects repaired and made good at our expense, and we will honor and pay the costs and charges therefore upon demand. Signed (Subcontractor or General Contractor) Countersigned (General Contractor if for Subcontractor) Local Representative to be contacted for service-. Name Address Telephone No. r� HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02050 CW-PED LINK FIBER OPTIC CABLE REROUTE DEMOLITION HOAG 125738 Page 1 RBB'0611300 ' PART 1-GENERAL 1.1 DESCRIPTION A. Work Specified in this Section: Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified and as necessary to complete the Contract, including, but not limited to these major items: 1. Coordinate the work of this section with other trades including off -site construction. 2. Demolish existing construction where indicated and. required by job conditions. 3. Protect existing improvements and vegetation designated to remain. 4. Remove demolished items from the site and dispose of in a legal manner. 5. Erect barricades as necessary to protect workers and the public during the performance of the work. B. Related Work c''pecified Elsewhere: 1. Grading. 2. Site Clearing. 3. Disconnecting, cutting, capping or relocating any active utility lines encountered. 1.2 SITE CONDITIONS A. Site Visitation: In preparing the proposal, the Contractor is assumed to have visited the site, carefully examined the drawings and specifications, and determined the methods of removal and storage of materials, the sequencing of operations and the attendant problems. No allowance will be made subsequently to the contractor for errors due to negligence in observing the site conditions. B. Toxic Substances: No toxic substances are known to be present on the site. Should toxic substances be encountered the Contractor shall immediately stop work in the vicinity of the toxic substances and notify the Owner's Representative for instructions before proceeding with the work. 1.3 QUALITY ASSURANCE A. General: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. B. Ordinances, Codes and Regulations: All work shall be installed in accordance with all of the requirements of all legally constituted authorities having jurisdiction, including all local ordinances, codes and the Construction Safety Orders and General Industry Safety Orders of the Stale Division of Occupational Safety and Health (Cal/OSHA), CCR, Title 8. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 12.5738 R13B 0611300 SECTION 02050 DEMOLITION Page 2 C. Coordinate demolition for the correct sequence, limits, and methods. Schedule demolition Work to create least possible inconvenience to the public and facility operations. 1A PROJECT CONDITIONS A. Drawings may not Indicate in detail all demolition Work to be performed. Examine existing conditions to determine the full extent of required demolition. B. Provide all measures to avoid excessive damage from inadequate or improper means and methods, improper shoring, bracing or support. C. if conditions are encountered that vary from those indicated, promptly notify the Owner's Representative for clarification prior to proceeding. PART 2-PRODUCTS 2.1 MATERIALS A. As directed to perform the work. PART 3 - EXECUTION 3A PROTECTIVE MEASURES A. Shoring, Cribbing and Bracing: Shore, crib and brace the excavations as necessary to prevent cave-ins and to support and protectadjacent construction in accordance with federal, state and local laws. All such shoring shall be designed by a licensed Structural Engineer employed by the Contractor. B. Preservations of Property from Damage: Existing improvements, adjacent property, utility and other facilities, and trees, lawns and plants that are not to be removed shall be protected from injury or damage. Repair or replace existing improvements damaged during the conduct of this work with material of same kind, quality and size. Materials or equipment temporarily removed for protection and not damaged shall be reinstalled. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. C. Barricades: Provide necessary barricades, fences and protections to protect the public, personnel, equipment and premises from damage, harm, hazard or disturbance arising out of this work. Provide signs to exclude persons except those connected with work from entering the working area. Contractor is responsible for preventing unauthorized persons from entering the working area. Do not interfere with the use of adjacent buildings. Maintain free and safe passage to and from all buildings. Cooperate with other trades requiring access. D. Noise: Conduct work using the most quiet of available, suitable processes and equipment to keep noise down. E. Dust Palliation: Dust resulting from salvage, demolition, and removal work shall be controlled to avoid creation of nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as flooding or pollution. 0 0 WI . HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02050 DEMOLITION Page 3 F. Trees: Trees and plants that are not to be removed shall be protected from injury by the Contractor at his expense. Perform excavations within the drip -lines of large trees to remain by hand and protect the root system from damage or dry -out to the greatest extent possible. Maintain a moist condition for the root system and cover exposed roots as directed by the Landscape Architect. Paint root cuts of one inch diameter and larger with emulsified asphalt tree paint. G. Explosives: The use of explosives will not be permitted. 3.2 EXISTING FACILITIES TO BE REMOVED A. Underground Utilities: 1. Prior to the commencement of any excavation, telephone Underground Service Alert (U.S.A.). Two working days shall be allowed after contacting U.S.A. before any excavation work is started to allow utility owners to be notified. If any utilities are to remain in place, provide adequate protection during earthwork operations to prevent damaging them. 2. Should uncharted or incorrectly charted utilities be encountered during excavation, notify the utility owner for instructions. Cooperate with the utility owner in keeping respective services and facilities in operation. Repair damaged utilities to the satisfaction of the utility owner and pay all costs thereof. 3. Should old utility lines be encountered which prove to be abandoned in place, they shall be removed as part of the excavation, or if sufficiently below grade as determined by the Geolechnical Engineer, may be capped and left in place. 4. Do not interrupt existing utilities serving facilities occupied and used by the Owner or others, during occupied hours, except when permitted in writing and then only after acceptable temporary utility services have been provided. 5. Prior to beginning any demolition, properly disconnect all water„ gas and electrical power supply at appropriate disconnect locations. Obtain all necessary releases and approvals from serving utility companies. 6. Mark location of disconnected systems. Identify and indicate stub -out locations on Project Record Documents. B. Structures: Remove existing structures including foundations and concrete slabs as indicated. C. Paving and Slabs: 1. Remove concrete sidewalk and curb where required for new construction as indicated on the drawings. 2. Concrete: Remove concrete paving and stabs by saw -cutting. Remove concrete paving and curbing at locations shown on drawings or as required by existing field conditions. Locate closest adjacent weakened plane joint to define start of saw - cutting. All cuts shall be perpendicular to sidewalks and curbs and gutters. HOAG MEMORIAL HOSPITAL PRESBYfERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02050 DEMOLITION Page 4 3. Remove asphalt concrete paving by saw -cutting at locations shown on drawings. Remove asphalt paving and base material from site. D. Filling: Holes, open basements and other hazardous openings shall be filled. 3.3 DISPOSITION OF MATERIAL A. Title to Materials: Except where indicated or specified otherwise, all materials and equipment removed, and not reused, shall become the property of the Contractor and shall be removed from the site. The Owner will not be responsible for the condition or loss of, or damage to, such property after notice to proceed. Material and equipment shall not be viewed by prospective purchasers or sold on the site. B. Salvaged Materials and Equipment: Carefully remove materials and equipment that are indicated to be removed by the Contractor and that are to remain the property of the Owner, and deliver to a storage site, as directed by the Owner. 3.4 CLEANUP AND DISPOSAL A. Throughout all phases of the work, Including suspensions of work, and until final acceptance of the project, the Contractor shall keep the work site and all abutting public right-of-way clean and free of all rubbish and debris. Cleanup shall be done on a daily basis. B. Regulations: Comply with all federal, state, and local hauling and disposal regulations. C. The areas in which demolition has been performed shall be raked clean with no buried debris. For the sake of this paragraph, pieces of rock, brick or concrete smaller than 4 inches in their maximum dimension are not considered debris. D. Burning and burying materials on -site is prohibited. END OF SECTION n u E r7 • HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02315 CW-PED LINK FIBER OPTIC CABLE REROUTE EXCAVATING, BACKFILLING AND COMPACTING HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.1 DESCRIPTION A. Work Specified in this Section: Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified and as necessary to complete the Contract, including, but not limited to these major items: 1. Excavating, filling, backfilling, and compacting for project site pavement, planting areas and other structures. 2. Trenches for utility lines such as water, gas, storm drain, sewer lines, concrete - encased conduits, manholes, vaults, valve boxes, catch basins, underground tanks, thrust blocks, yard boxes, pull boxes, and other utility appurtenances. B. Related Work Specified Elsewhere: 1. Demolition. is2. Asphalt Concrete Paving. 3. Site Concrete. 1.2 REFERENCE STANDARDS A. General: Conform to the latest editions, unless otherwise indicated, of the following reference standards to the extent specified. Delete reference to measurement and payment and substitute "Architect' for "Engineer". B. Public Works Construction Specifications (indicated hereinafter as PWC Spec.): Standard Specifications for Public Works Construction, including all amendments thereto, except where noted otherwise in this section. C. Ordinances, Codes and Regulations: 1. All work shall be installed in accordance with all of the requirements of all legally constituted authorities having jurisdiction, including all local ordinances, codes and the Construction Safety Orders and General Industry Safety Orders of the Stale Division of Occupational Safety and Health (CaUOSHA), CCR, Title 8. 2. Provide shoring design and calculations and install shoring as necessary to properly and safely support earth sides of excavations, and existing curbs, sidewalks, gutter, drives and stairs, against movement and collapse. . 3 Remove shoring upon completion of the Work of this section or when no longer needed unless required otherwise by authorities having jurisdiction. D. American Public Works Association (APWA). HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02315 • CW-PED LINK FIBER OPTIC CABLE REROUTE EXCAVATING, BACKFILLING AND COMPACTING HOAG 125738 Page 2 RBB 0611300 1.3 QUALITY ASSURANCE A. General: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. B. Manufacturer's Qualifications: Firms regularly engaged in manufacture of storm drain products of types, materials, and sizes required, whose products have been in satisfactory use in similar service for not less than five years. C. Installer's Qualifications: A firm with at least two years of successful installation experience on projects with storm drain work similar to that required for the project. 1.4 SUBMITTALS A. Comply with pertinent provisions of Division 1. B. Prior to the start of any work, submit three copies of a list of all materials and equipment covered by the section to the Architect. The Contractor shall allow ample time for checking . and processing and to allow the work to be accomplished in accordance with the accepted Schedule, and shall assume all responsibility for delays incurred due to rejected items. No installation of the material concerned shall be made until written approval has been obtained from the Architect. Approval of materials and equipment shall in no way obviate compliance with the plans and specifications. C. Each item proposed shall be referenced to the section, page and paragraph of the specifications. For each item proposed, give name of manufacturer, trade name and the catalog data and performance data. Lists shall be complete for the project and shall be submitted at one time. D. Insofar as possible, all materials and equipment used in the installation of this work shall be of the same brand or manufacturer throughout for each class of material or equipment. E. Record Drawings: Comply with provisions of Division 1. 2. All buried piping and indicated future connections, exterior of any building shall be located both by depth and by accurate measurement from a permanently established landmark. All notations on record drawings of buried piping shall be made before any backfilling is started. 3. At completion of the work, these record drawings shall be signed by the Contractor, dated and returned to the Architect. 1.5 DELIVERY, STORAGE AND HANDLING . A. Delivery and Storage: 1. Inspect materials delivered to the site for damage. Store materials with minimum handling on site in enclosures or under protective coverings. Store plastic piping and • HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02315 CW-PED LINK FIBER OPTIC CABLE REROUTE EXCAVATING, BACKFILLING AND COMPACTING HOAG 125738 Page 3 RBB 0611300 rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes and fittings free of dirt and debris. 2. Metal Items: Check upon arrival and identify and segregate as to types, functions and sizes. Store in a manner affording easy accessibility and not causing excessive rusting or coating with grease or other objectionable materials. B. Handling: Handle pipe, fittings and other accessories in such a manner as to ensure delivery to the trench in sound undamaged condition. Take special care not to injure fittings. Pipe shall be carried into position and not dragged. Do not leave rubber gaskets and plastic piping that are not to be installed immediately in the sunlight, but store under cover out of direct sunlight. PART 2-PRODUCTS 2.1 MATERIALS A. Buried Warning and Identification Tape: Shall be polyethylene plastic tape with a metallic core manufactured specifically for warning and identification of buried utility lines. Tape shall • be provided in rolls, six inches minimum width, APWA color coded for intended service with warning and identification imprinted in bold black letters continuously and repeated over the entire tape length. Warning and identification shall be "CAUTION BURIED FIBER OPTIC" or similar wording. Code and letter coloring'shall be permanent, unaffected by moisture and other substances contained in trench backfill material. B. Fill and Backfill: Fill and backfill material for planted areas shall be a granular material previously removed from excavation or imported fill material, free of clods and stones larger than 2 inches, foreign materials, vegetable growths, sod, expansive soils, rubbish and debris. Material shall conform to these specified requirements and related sections. 2. Fill material exhibiting a wide variation in consistency and /or moisture content shall be blended and/or aerated to stabilize and upgrade the material. 3. Bedding material from 6 inches below pipes to one foot above the pipes shall be sand, gravel, crushed aggregate or native free -draining granular material providing a sand equivalent of at least 30 or a coefficient of permeability greater than 1.4 inches per hour. C. Concrete: Con, orming to PWC Spec. Subsection 201; 560-C-3250 for structures, 450-C- 2000 dyed red for pipe conduit bedding and encasement, 100-E-100 for slurry backfill. PART 3 - EXECUTION 3A EXAMINATION A. Site and Drawings: Carefully examine the site and compare the drawings with existing conditions. By the act of submitting bids, the Contractor shall be deemed to have made such HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 02315 CW-PED LINK FIBER OPTIC CABLE REROUTE EXC44VATING,13ACKFILLING AND COMPACTING HOAG 125738 Page 4 RBB 0611300 examination and to have accepted such conditions, and to have made allowance therefore In preparing his figure. B. Verification of Existing Elevations: Verify an join elevations prior to laying pipe. C. Verification of Dimensions: Before proceeding with any work, the Contractor shall carefully check and verify an dimensions, sizes, etc., and shah assume full responsibility for the fiNkg- in of his equipment into the structure. Where apparatus and equipment have been taken from typical equipment of the class indicated, the Contractor shah carefully check the drawings to see that the equipment he contemplates installing win fit into the spaces provided. 3.2 INSTALLATION A. General: 1. Before excavation, contact Underground Service Alert of Southern California (USASC) for information on buried utilities and pipelines. 2. Perform Work in such a manner, and at such times, as not to disrupt performance of existing utility services to existing project site facilities. Where an interruption is necessary, obtain review from the owner's representative before proceeding. B. Structures: Construct manholes, pull boxes and other structures at locations, and to the design and dimensions indicated conforming to PWC Spec. Subsection 303-1. Exposed concrete work shall have a smooth troweled finish with rounded corners and edges finished plumb and true. Provide grates, frames and covers for catch basins as detailed and indicated. C. Plastic Line Markers: During back -filling of the utility systems, install a continuous underground -type plastic line marker, located on the center -line of the buried line at 6 to 8 inches below finished grade in planter areas and below the base material in paved areas. D. Excavation: 1. Trench Excavation: Conforming to PWC Spec. Subsection 306-1.1 and in accordance with CaIIOSHA, CCR, Title 8. 2. Perform all excavation of every description and of whatever substances encountered, to the depths indicated on the Drawings. During excavation, deposit fill material for backfli in an orderly manner a distance from the excavation banks to prevent overloading and to prevent slides or cave-ins. Waste material not approved for backfill shall be removed from the Project site. Grade as necessary to prevent surface water from flowing into trenches or -other excavations, and remove anywaler accumulating therein by pumping or by other method as approved. Unless otherwise specified, all excavation shall be by open cut. 3. Excavate true to line and grade as indicated on the drawings. E. Backfiil and Densiffcation: 0 • 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02315 CW-PED LINK FIBER OPTIC CABLE REROUTE EXCAVATING, BACKFILLING AND COMPACTING HOAG 125738 Page 5 RBB 0611300 1. Conforming to the applicable sections of PWC Spec. Subsection 306-1.3. Jetted backfill will not be allowed. 2. Do not backfill until all required inspections are made and tests are performed. 3. Slurry backfill shall be placed in a uniform manner that will prevent voids in, and segregation of the backfill and will not float or shift the pipe. Foreign materials which fall into the trench prior to the placing of the slurry cement backfill shall be immediately removed. in paved areas slurry shall stop 30 inches below future finish surface. The remainder of the trench shall be backfilled with native material compacted to 90 percent of maximum density at optimum moisture content determined by ASTM D1557. The moisture content of the soil at time of compaction shall be not more than 3 percent above or 3 percent below the optimum. F. Trench Resurfacing: Conforming to PWC Spec. Subsection 306-1.5. 3.3 CLEANING A. Removal of Debris: Upon completion and before final acceptance of work, remove all debris, . rubbish, left -over materials, waste test water, tools and equipment from site in accordance with regulatory requirements and in an environmentally responsible manner. B. Flushing of Lines: Prior to acceptance of work, flush each line to ensure that the entire system is clean and free of obstructions of any nature and provide written certification attesting thereto. END OF SECTION 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02510 CW-PED LINK FIBER OPTIC CABLE REROUTE ASPHALT.CONCRETE PAVING HOAG 125738 Page 1 RBB 0611300 PART 1 - GENERAL 1.1 DESC131PTION A. Work Specified in this Section: Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified and as necessary to complete the Contract, including, but not limited to these major items: 1. Coordinate the work of this section with other trades. 2. Subgrade preparation. 3. Soil sterilization. 4. Headers. 5. Aggregate base course. 6. Asphalt concrete paving. 7. Tack coat. 8. Verify applicable elevations and dimensions in the field. 9. Flood test. 10. Adjust structures to grade. 11. Staking and layout. B. Related Work Specified Elsewhere: 1. Grading. 2. Site Concrete. 1.2 REFERENCE STANDARDS A. General: Conform to the latest edition of the following reference standard to the extent specified. Delete references to measurement and payment and substitute "Architect' for "Engineer." B. Public Works Construction Specifications (indicated hereinafter as PWC Spec.): Standard Specifications for Public Works Construction, including all amendments thereto, except where noted otherwise in this section. C. Ordinances, Codes and Regulations: All work shall be installed in accordance with all of the requirements cf all legally constituted authorities having jurisdiction, including all local ordinances, codes and the Construction Safely Orders and General Industry Safety Orders of the State Division of Occupational Safety and Health (Cal!OSHA), CCR, Title 8. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 1.3 QUALITY ASSURANCE SECTION 02510 ASPHALT CONCRETE PAVING Page 2 A. General: Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and methods needed for proper performance of the work in this section. B. installer's Qualifications: A firm with at least two years of successful installation experience on projects with asphalt concrete paving work similar to that required for the project. 1.4 SUBMITTALS A. Comply with pertinent provisions of Division 1. B. The Contractor shall allow ample time for checking and processing arid to allow the work to be accomplished in accordance with the accepted Schedule, and shall assume all responsibility for delays incurred due to rejected items. No installation of the material concerned shall be made until written approval has been obtained from the Architect. Approval of materials and equipment shall in no way obviate compliance with the plans and specifications. C. Mix Design: Submit mix design prior to placing of the bituminous mixture. The design shall be prepared by the Contractor's laboratory and shall conform to the requirements of the Standard Specifications. The design shall include test results of the aggregates and proposed batch plant weights and shall be within the specified limit. 1.5 SITE CONDITIONS A. Site and Drawings: Carefully examine the site and compare the drawings with existing conditions. By the act of submitting bids, the Contractor shall be deemed to have madesuch examination and to have accepted such conditions, and to have made allowance therefore in preparing his figure. B. Protection: Provide protection and repair adjacent surfaces and areas which maybe stained or damaged as a result of installation. Protect installed paving until final acceptance. Repair or replace damaged or defective paving to original specified condition. PART 2 - PRODUCTS 2.1 MATERIALS 0 A. Soil Sterilizer: A standard non -selective product that is non -toxic, non -reactive, non -explosive and non-flammable, and is in accordance with regulatory requirements. B. Aggregate Base Course: Crushed miscellaneous base conforming to PWC Spec. Subsection 200-2, with gradation conforming to Subsection 200-2.4. C. Asphalt Concrete: Conforming to PWC Spec, Subsection 203.0, Type C2AR-4000 for asphalt concrete pavement. — D. Emulsified Asphalt: Conforming to PWC Spec. Subsection 203-3, Type SS1 h, for tacE coat HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02510 ASPHALT CONCRETE PAVING Page 3 E. Headers: Headers and stakes shall be redwood rough sawn construction heart grade, size 2 inches x 6 inches unless otherwise indicated. PART 3 - EXECUTION 3.1 CONSTRUCTION A. Subgrade Preparation: 1. Conforming to PWC Spec. Subsection 301-1, with the top 12 inches compacted to 95 percent relative compaction at all locations, unless otherwise indicated. 2. Subgrade preparation and compaction to be performed under the supervision of the Geotechnical Engineer. B. Soil Sterilization: 1. After approval of Subgrade and just prior to placing asphalt base course, apply and . use soil sterilizer in accordance with regulatory requirements and with the manufacturer's directions in dry or aqueous form for control of medium and heavier weed growth. 2. If necessary, apply supplemental watering to fully dissolve all sterilizer and obtain two to three inches of penetration into the subgrade. Re -roll treated subgrade to specified compaction. 3. Do not apply sterilizer during rain or windy weather and prevent contamination of landscaping areas. A. Provide necessary protection to prevent injury to animal or adjacent plant life and property occasioned by application of soil sterilizer. 5. Use of soil sterilizer is to be in accordance with CCR, Title 8, particularly with regard to workers' use of personal protective equipment. C. Aggregate Base Course: Conforming to PWC Spec. Subsection.301-2, placed in one or more layers as required to obtain 95 percent relative compaction. Deliver to site as a uniform mixture. Construct to indicated compacted thickness- D. Asphalt Concrete: 1. General. Conforming to PWC Spec. Subsection 302-5, including the requirements for smoothness and density. 2. Protection: After final rolling, erect barricade to protect paving and persons, and do not permit vehicular or foot traffic on pavement until it has cooled and hardened. 3. Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02510 CW-PED LINK FIBER OPTIC CABLE REROUTE ASPHALT CONCRETE PAVING HOAG 125738 Page 4 RBB 0611300 E. Tack Coat: Conforming to PWC Spec. Subsection 302-5A. Apply to contact surfaces of previously constructed asphalt or Portland cement concrete and surfaces abutting or projecting into asphalt concrete pavement. F. Asphalt Concrete Berms: Construct berms over compacted pavement surfaces. Apply a tack coat unless pavement surface is still tacky and free from dust. Place berm materials to cross-section indicated by machine. G Drainage Test: Flood paving with water when rolling is completed and paving is cool. Remove paving in improperly draining areas and install properly draining paving as directed at no extra cost to.Owner. Correction of low areas by feathering or skin patching is not acceptable. H. Headers: 1. Install headers along edge of bituminous surfacing abutting turf, earth, or planting area, unless otherwise indicated. 2. Install headers so the bottom surface has continuous bearing on solid grade. Where excavation for headers is undercut, thoroughly tamp soil under the header. Compact backfiil on both sides of header to the density of adjacent undisturbed earth. 3. Fasten headers in place with redwood or Douglas fir stakes of length necessary to extend into solid grade a minimum of 12 inches. Stakes shall be of sound material, neatly pointed, driven vertically, and securely nailed to headers. Space stakes, not to exceed A feet on centers with top of stakes set one inch below top of header. Provide a minimum of 1wo12d galvanized common nails through each stake. A. Remove existing headers where new surfacing is installed adjacent to existing surfacing. 5. Install temporary headers at transverse joints of paving where continuous paving operations are not maintained. 6. Provide additional stakes and anchorage as required to fasten headers in place. L Frame Adjustments: 1. Set frames for manholes, cleanouts and other such units, within areas to be paved, to final grade as part of this work. Include existing frames or new frames, furnished in other sections of these specifications. 2. Adjust frame as required for paving. Provide temporary closures over openings until completion of rolling operations. Remove closures at completion of the work. 3.2 CLEANING A. Cleanliness of Site: During progress of work, keep premises reasonably free of debris and waste materials HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02510 CW-PED LINK FIBER OPTIC CABLE REROUTE ASPHALT CONCRETE PAVING HOAG 125738 Page 5 RBB 0611300 B. Removal of Debris: Upon completion and before final acceptance of work, remove all debris, rubbish, left -over materials, waste test water, tools and equipment from site in accordance with regulatory requirements and in an environmentally responsible manner. END OF SECTION 0 . HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02520 CW-PED LINK FIBER OPTIC CABLE REROUTE SITE CONCRETE HOAG 125738 Page 1 RBB 0611300 PART 1-GENERAL 1.1 DESCRIPTION A. Work Specified in this Section: Furnish materials and perform labor required to execute this work as indicated on the drawings, as specified and as necessary to complete the Contract, including, but not limited to these major items: 1. Coordinate the work of this section with other trades including off -site construction. 2. Verify applicable elevations at the job site. 3. Protect existing improvements designated to remain. 4. Site concrete: Slabs, pads, walks, curbs, curbs and gutters, gutters, and swales as indicated. 5. Concrete pavement. 6. Staking and layout. • 7. Formwork. 8. Reinforcing steel. 1.2 REFERENCE STANDARDS A. General: Conform to the latest editions, unless otherwise indicated, of the following reference standard to the extent specified. Delete references to measurement and payment and substitute "Architect" for "Engineer." B. Public Works Construction Specifications (indicated hereinafter as PWC Spec.): Standard Specifications for Public Works Construction, including all addenda thereto, except where noted otherwise in this section. C. American Society for Testing and Materials (ASTM): 1. A82 - Specification for Steel Wire, Plain, for Concrete Reinforcement. 2. A185 - Specification for Steel Welded Wire, Fabric, Plain, for Concrete Reinforcement. 3. A615 - Specification for deformed and Plain Billet -Steel Bars for Concrete Reinforcement. 4. C150 - Specification for Portland Cement. • D. Ordinances, Codes and Regulations. All work shall be installed in accordance with all of the requirements of all legally constituted authorities having jurisdiction, including all local ordinances, codes and the Construction Safety Orders and General Industry Safety Orders of the State Division of Occupational Safety and Health (Cal/OSHA), CCR, Title 8. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02520 . CW-PED LINK FIBER OPTIC CABLE REROUTE SITE CONCRETE " HOAG 125738 Page 2 RBB 0611300 1.3 QUALITY ASSURANCE A. General: Use adequate numbers of skilled workers who are thoroughly trained and experienced in the necessary crafts and who are completely famillar with the specified requirements and methods needed for proper performance of the work in this section. B. Installer's Qualifications: A firm with at least two years of successful installation experience on projects with site concrete work similar to that required for the project. 1.4 SUBMITTALS A. Comply with pertinent provisions of Division 1. B. The Contractor shall allow ample time for checking and processing and to allow the work to be accomplished in accordance with the accepted schedule, and shall assume all responsibility for delays incurred due to rejected items. No installation of the material concerned shall be made until written approval has been obtained from the Architect. Approval of materials and equipment shall in no way obviate compliance with the plans and specifications. C. Concrete Pavement Joints: A jointing plan shall be prepared by the Contractor for review by • the Engineer before paving begins. PART 2-PRODUCTS 2.1 MATERIALS A. Portland Cement Concrete: Conforming to PWC Spec. Subsection 201-1: Portland Cement: ASTM C150, Type II, low alkali, conforming to PWC Spec. Subsection 201-1.2.1. 2. Aggregates: Conforming to PWC Spec. Subsection 201-1.2.2. 3. Water: Clean, fresh and potable, conforming to PWC Spec. Subsection 201-1.2.3. 4. Admixtures: Conforming to PWC Spec. Subsection 201-1.2.4. 5. Fly Ash: Conforming to PWC Spec. Subsection 201-1.2.5. 6. Proportioning: Conforming to PWC Spec. Subsection 201-1.3. B. Strength: Concrete class and maximum slump for the various types of construction shall conform to PWI Spec. Subsection 201-1.1 2, unless otherwise indicated. C. Reinforcing Steel (use only where called for): 1. Bars: Conforming to ASTM A615, Grade 40 or 60 billet steel. 2. Wire: Conforming to ASTM A82. . HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 02520 CW-PED LINK FIBER OPTIC CABLE REROUTE SITE CONCRETE HOAG 125738 Page 3 RBB 0611300 3. Wire mesh: Conforming to ASTM A185, 6 x 6 - W1.4 x W1.4, unless otherwise indicated. D. Expansion Join! Filler and Sealant: Conforming to PWC Spec. Subsection 201-3. E. Forms: Wood or metal. The Contractor shall be responsible for the adequacy of forms and form supports. F. Concrete Curing Compound: Conforming to PWC Spec. Subsection 201-4. G. Aggregate Base Course: Conforming. to PWC Spec. Subsection 200-2, with gradation conforming to Subsection 200-2.4 for crushed miscellaneous base. H. Soil Sterilizer: A standard non -selective product that is non -toxic, non -reactive, non -explosive and non-flammable and is in accordance with regulatory requirements. PART 3 - EXECUTION 3.1 SUBGRADE PREPARATION A. General: Conforming to PWC Spec. Subsections 301-1.2 through 301-1.4, inclusive, • performed under the supervision.of the Geotechnical Engineer. B. Maintenance of subgrade: The subgrade shall be maintained in a smooth, compacted condition, in conformity with the required section and established grade until the concrete is placed. 3.2 CONCRETE SLABS, PADS, WALKS, CURBS, CURBS AND GUTTERS, GUTTERS, SWALES, ETC. A. Form Setting: Conforming to PWC Spec. Subsection 303-5.2.1. B. Placing Concrete: Conforming to PWC Spec. Subsection 303-5.31 C. Joints: Conforming to PWC Spec. Subsection 303-5.4. "Zip -strip" joint products and techniques shall not be used. D. Finishing: Conforming to PWC Spec. Subsection 303-5.5. Walk cross slopes shall be 2 percent unless otherwise indicated. The float finish coat to be applied to curbs shall consist of Class B mortar. E. Curing and Protection: 1. Curing: Conforming to PWC Spec. Subsection 303-5.6. 2. Backfilling: After'curing, debris shall be removed and the area adjoining the work shall be backfilled, graded, and compacted to conform to the surrounding area in accordance with lines and grades indicated. 3. Protection: Completed work shall be protected from damage until accepted. The Contractor shall remove damaged concrete and clean concrete discolored during construction. Work that is damaged shall be removed and reconstructed for the entire length between regularly scheduled joints at no expense to the owner. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02520 SITE CONCRETE Page 4 Refinishing the damaged portion will not be acceptable. Removed damaged portions shah be disposed of as directed. 3.3 CONCRETE PAVEMENT A. Soil Sterilization: 1. After approval of subgrade and just prior to placing asphalt base course, apply and use solt sterilizer in accordance with the regulatory requirements and with the manufacturer's directions in dry or aqueous form for control of medium and heavier weed growth. 2. If necessary, apply supplemental watering to fully dissolve all sterilizer and obtain two to three inches of penetration into the subgrade. Re -roll treated subgrade to specified compaction. 3. Do not apply sterilizer during rain or windy weather and prevent contamination of landscaping areas. 4. Provide necessary protection to prevent injury to animal or adjacent plant life and property occasioned by application of soil sterilizer. B. Aggregate Base Course: Conforming to PWC Spec. Subsection 301-2, placed in one or more layers as required to obtain 95 percent relative compaction. Deliver to site as a uniform mixture. Construct to indicated compacted thickness. C. Forms and Headers: Conforming to PWC Spec. Subsection 302-6.2. D. Placing Concrete: Conforming to PWC Spec. Subsection 302-6.3. E. Finishing: Conforming to PWC Spec. Subsection 302-6.4. F. Joints: 1. General: Joints shall be as indicated and shall be laid out to aid construction and to minimize random cracking. Square panel patterns are preferable with a maximum panel dimensional ratio of IY2 to 1 permissible. Individual spacing may vary slightly to meet catch basin or manhole castings. Offsets at radius points shall be at least 18 inches wide and angles of less than 60 degrees shall be avoided. 2. Longitudinal Joints: Longitudinal joint spacing shall not exceed 12.5 feet. The contractor shall have the option of the joint type used. 3. Transverse Joints: Transverse joint spacing shall be 15 feet or less. 4. Construction Joints: Construction joint locations shall be determined by the Contractor's equipment and procedures. 5. Contraction Joints: Contraction joints shall be continuous through curbs and have a depth of 1/4 of the pavement thickness. _ 0 0 HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 02520 CW-PED LINK FIBER OPTIC CABLE REROUTE SITE CONCRETE HOAG 125738 Page 5 RBB 0611300 6. Expansion Joints: Expansion (isolation) joints shall be full depth and shall only be used to isolate fixed objects abutting or within the paved area. G. Curing: Conforming to PWC Spec. Subsection 302-6.6. 3.4 FLOOD TEST A. Concrete gutters and concrete pavement shall be given a flood test in the presence of the Architect. Concrete work where water ponds and does not run off shall be removed by the Contractor to the nearest score or joint line and replaced to provide proper drainage. 3.5 OFF -SITE CONCRETE WORK A. Work within public right-of-way shall conform to the local agency having jurisdiction. B. Coordinate on -site and off -site construction efforts. 3.6 CLEANING A. Cleanliness of Site: During progress of work, keep premises reasonably free of debris and waste materials. B. Removal of Debris: Upon completion and before final acceptance of work, remove all debris, rubbish, left -over materials, waste test water, tools and equipment from site in accordance with regulatory requirements and in,an environmentally responsible manner. END OF SECTION HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 1 RBB 0611300 PART 1-GENERAL 1.01 SUMMARY A. - Scope of Work: Provide all labor, materials, transportation and services necessary to furnish and install irrigation systems as shown on the Drawings and described herein. B. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. C. Work Included: Provide irrigation system, complete, as shown and as specified. D. Products Installed But Not Furnished Under This Section: Reclaimed Water Meter(s) E. Related Sections: Plants - Section 02950 Operation and Maintenance of Landscape - Section 02970 1.02 - QUALITY ASSURANCES: A. Applicable Standards: Comply with the current applicable provisions of the following, with applicable codes and regulations of the City and/or County and as specified. "UPC" - Uniform Plumbing Code published by the Association of Western Plumbing Officials "ASTM" - American Society for Testing and Materials "NEC" - National Electrical Code B. Permits and Fees: The Contractor shall obtain and pay for any permits and inspections as required. C. Manufacturer's Directions: Manufacturer's directions and detailed Drawings shall be followed in all cases where the manufacturers of articles used in this contract furnish directions covering points not shown in the Drawings and Specifications. D. ORDINANCES AND REGULATIONS Local, municipal and state laws, and rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these Specifications and their provisions shall be carried out by the Contractor. Anything contained in these Specifications shall not be construed to conflict with any of the above rules and regulations or requirements of ,the same However, when these Specifications and Drawings call for or describe materials, workmanship or construction of a better quality or higher standard than is required by the above rules and regulations, the provisions of these Specifications and Drawings shall take precedence. E. EXPLANATIONS OF DRAWINGS HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page'2 RBB 0611300 1. Due to the scale of Drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as may be required to meet such conditions. Drawings are generally diagrammatic and indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting and architectural features. 2. The word Architect as used herein shall refer to the Owner's Authorized Representative. 3. Work called for on the Drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the Specifications. 4. The Contractor shall not willfully install the irrigation system as shown on the Drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Architect. In the event this notification is not performed, the irrigation Contractor shall assume full responsibility for any revision necessary. 1.03 SUBMITTALS A. Material List: 1. 'The Contractor shall furnish the articles, equipment, materials or processes specified by name in the Drawings and Specifications. No substitution will be allowed without prior written approval by the Architect. 2. Complete material list shall be submitted prior to performing any work. Material list shall include the manufacturer, model number and description of all materials and equipment to be used. Although manufacturer and other information may be different, the following is a guide to proper submittal formal: Item Description Manufacturer Model No. 1. Backilow Unit Walls 975 series 2. Control valves Rain Bird PEB Series 3. Quick coupling valve Rain Bird 331)LVC Irrigation submittal must be specific and complete. Items must be listed and should include solvent/primer, wire, wire connectors, valve boxes, etc. No copies of manufacturer's literature (catalog cuts) are required as submittal information, unless requested. Provide a copy of the completed irrigation submittal list with the Operation and Maintenance manual. 3. The Contractor may submit substitutions for equipment and materials listed on the irrigation Drawings by following procedures as outlined in Section 1.05 of the Irrigation Specifications. 4. Equipment or materials installed or furnished without prior approval of the Architect may be rejected and the Contractor shall remove such materials from the site at his own expense. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 3 RBB 0611300 5. Approval of any item, alternate or substitute indicates only that the product or products apparently meet the requirements of the Drawings and Specifications on the basis of the information or samples submitted. 6. Manufacturer's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee. B. RECORD DRAWINGS 1. The Contractor shall provide and keep up to date a complete record set of black line prints which shall be corrected daily and show every change from the original Drawings and Specifications and the exact locations, sizes, and kinds of equipment. Prints for this purpose may be obtained from the Architect at cost. This set of Drawings shall be kept on the site and shall be used only as a record set. 2. Record Drawings shall also serve as work progress sheets and shall be the basis for measurement and payment for work completed. The Contractor shall make neat and legible annotations thereon daily as the work proceeds, showing the work as actually installed. These Drawings shall be available at all times for inspection and shall be kept in a location designated by the Architect. 3. Record Drawings shall be full size Drawings. • 4. Before the date of the final inspection, the Contractor shall transfer all information from the record prints to sepia Mylar Drawing, procured from the Architect at the Contractor's cost. Drafting work shall be neat, performed with India ink with technical drafting pens. Documenting the As -built Record Drawings in AutoCAD, release 14 or 2000 format is acceptable as an alternative to ink and Mylar Drawings. Dimensions shall be documented so as to be easily read including when copied as the base plan for the final controller charts. The sepia mylars or Mylar computer plots of the As -built Record Drawings shall be submitted to the Architect for approval prior to the making of irrigation controller charts. 5. The Contractor shall dimension from two permanent points of reference, building corners, sidewalk or road intersections, etc., the location of the following items: a. Connection to existing water lines. b. Connection to existing electrical power. C. Gate and ball valves'and backflow preventer assembly. d. Routing of sprinkler pressure lines (dimension maximum 100-feet along routing). e. Sprinkler control valves, flow sensors and master valves. I. Routing of control wiring, conduit, and wires splice boxes. g. Quick coupling valves. 0 h. Other related equipment as directed by the Architect. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 0281Q CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION • HOAG 125738 Page 4 RBB 0611300 6. On or before the date of the final inspection, the Contractor shalt deliver the corrected and completed Mylar Record Drawings to the Architect. Delivery of the Mylar Drawings will not relieve the Contractor of the responsibility of furnishing required information that may be omitted from the Record Drawings. C. CONTROLLER CHARTS 1. Record Drawings shall be approved by the Architect before controller charts are prepared. 2. Provide two copies of controller charts for each controller supplied. (One for the controller enclosure and one copy to the Owner.) 3. The chart shall show the area controlled by the automatic controller and shall be the maximum size, which the controller door will allow. The preferred chart size is 11' x 17' size, #20 bond paper. 4. The chart is to be a reduced Drawing of the actual as -bush system. However, in the event the controller sequence is not legible when the Drawing is reduced, it shah be enlarged to a size that will be readable when reduced. 5. The chart shall be a black line print and a different color shall be used to indicate the zone of coverage for each station. 6. When completed and approved, the chart shall be hermetically seated between the two pieces of plastic laminate, each piece being a minimum of 5 mits. 7. Controller charts shah be completed and approved prior to final inspection of the irrigation system. D. OPERATION AND MAINTENENCE MANUALS 1. Prepare and deliver to the Architect within ten calendar days prior to completion of construction, two hard cover binders with three rings containing the following information: a. Index sheet stating Contractor's address and telephone number,,llst of equipment with name and addresses of local manufacturer's representatives. b. Guarantee statement. C. Catalog and parts sheets on every material and equipment installed as a part of this contract. d. Complete operating and maintenance instruction on all major equipment. e. Warrant statements of irrigation equipment provided. f Copy of approved irrigation submittal list. 0 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance personnel with instructions for major equipment and show evidence HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02810 IRRIGATION Page 5 in writing to the Architect at the conclusion of the project that this service has been rendered. E. Furnished Equipment: 1. Supply as part of this contract the following tools: a. Two sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on this project b. Two 30 inch valve keys for operation of gate valves- C. Two keys for each automatic controller and enclosure. d. One quick coupler key and matching hose swivel for every five quick coupling valves installed. 2. The above mentioned equipment shall be turned ovef to the Owner at the conclusion of the project. Before final inspection can occur, evidence that the Owner has received material must be shown to the Architect. 1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING OF PVC PIPE AND FITTINGS: The Contractor is cautioned to exercise care in handling, loading, unloading and storing of • PVC pipe and fittings. PVC pipe shall be transported in a vehicle which allows the length of pipe to lie flat so as not to subject it to undue bending or concentrated external load at any point. Any section of pipe that has been dented or damaged will be discarded and, if installed, shall be replaced with new piping. 1.05 SUBSTITUTIONS A. If the irrigation Contractor wishes to substitute any equipment or materials for those equipment or materials listed on the irrigation Drawings and Specifications, he may do so by providing the following information in writing to the Architect for approval: 1. Provide a statement indicating the reason for making the substitution. Use a separate sheet of paper for each item to be substituted. 2. Provide descriptive catalog literature, performance charts and flow charts for each item to be substituted. 3. Identify in writing the quantity of the substitution item involved and the amount of cost credit to Owner if the substituted item is approved. B. The Architect shall have the sole responsibility in accepting or rejecting any substituted item as an approved equal to those equipment and materials listed on the irrigation Drawings and Specifications. 1.06 PRIOR TO START OF MAINTENANCE PERIOD: A. Contractor shall submit proof of warranty to Architect prior to the start of the maintenance period — refer to Operation and Maintenance of Landscape — Section 02970 Computerized irrigation control system materials, except interconnection conductors, shall have a five -yea: warranty. It is the Contractor's responsibility to obtain the necessary HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02810 IRRIGATION Page 6 warranty inspections from the equipment supplier. No installations will be accepted without proof of warranty. 1.07 GUARANTEE: A. The guarantee for the sprinkler irrigation system shall be made in accordance with the attached form. The general conditions and supplementary conditions of these Specifications shall be filed with the Owner or Architect prior to acceptance of the Irrigation system. B. A copy of the guarantee form shall be included in the Operations and Maintenance Manual. C. The guarantee form shall be retyped onto the Contractor's letterhead and contain the following information: GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship. And the work has been completed in accordance with the Drawings and Specifications, except ordinary wear and tear and unusual abuse. We agree to repair or replace all defects in material or workmanship which may develop during the period of one year from date of final acceptance by Owner and also to repair or replace all damages resulting from the repair of such defects at no additional cost to the Owner. We shall make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the Owner, we authorize the Owner to proceed to have said repairs or replacements made at our expense and we will pay the costs and charges therefore upon demand. PROJECT: LOCATION: CONTRACTOR/COMPANY: LICENSE NO: ADDRESS: PHONE: DATE OF FINAL ACCEPTANCE: SIGNED: DATE: 1.08 PROTECTION OF WORK AND MATERIALS: A. Contractor shall protect his work and the work of others for the duration of the Contract. Protect piping and fittings from direct sunlight, and avoid undue bending and any CJ HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 7 RBB 0611300 concentrated external loading. Pipe or fittings that have been damaged shall not be installed. B. Contractor shall exercise extreme care in excavating and working near utilities. Damage to utilities, which is caused by the Contractor's operation, shall be the Contractor's responsibility. C. Contractor shall take necessary precautions to protect site conditions and plant material. Should damage be incurred, Contractor shall repair said damage to its original condition or furnish and install equal replacements as directed by the Architect. D. Existing irrigation systems shall be kept in operation at all times. When existing irrigation systems are damaged by Contractor's operations, he shall be responsible for immediate repair of said damage. After each repair, sprinkler head nozzles of the repaired system shall be removed in order to clear the piping of dirt and foreign matter. 1.09 CORRECTION OF WORK: A. Discrepancies or unsatisfactory work shall be corrected at no additional cost to Owner. The correction of work shall be finished within a reasonable time period as mutually agreed upon by the Architect and Contractor. PART 2-PRODUCT . 2.01 MATERIALS: A. General: Use only new materials of brands and types noted on Drawings, specified herein or approved equals. B. PVC Pressure Main line Pipe and Fittings: 1. Pressure main line piping for sizes 2 inches and larger, shall be Class 315 PVC. 2. Class 315 PVC piping shall be made from a NSF approved Type I, Grade I, PVC resin conforming to ASTM resin specification D1784. Pipe must meet requirements as set forth in Federal Specification PS-22-70, with an appropriate standard dimension (S.D.R.) (solvent- weld pipe). 3. Pressure main line piping for sizes 1-1/2 inches and smaller shall be Schedule 40 PVC with solvent -welded joints. 4. Pipe shall be made from NSF approved Type I, Grade I PVC resin conforming to ASTM Resin Specification D1785. Pipe must meet requirements as set forth in Federal Specification PS-21-70 (solvent -weld pipe). 5. PVC solvent -weld fittings shall be Schedule 40, 1-2; II-1 NSF approved conforming to ASTM test procedure D2466. 6. Solvent cement and primer for PVC solvent -weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. 0 7. PVC pipe must bear the following markings: a. Manufacturer's name HOAG MEMORIAL HOSPITAL PREBYfERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 8 RBB 0611300 b. Nominal pine size C. Schedule or class d. Pressure rating in psi. e. NSF (National Sanitation Foundation) approval f. Date of extrusion 8. Fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. schedule and NSF seat of approval. C. PVC Non -Pressure Lateral Line Piping: 1. Non -pressure buried lateral line piping shall be Schedule 40 PVC with solvent - weld joints. 2. Pipe shall be made from NSF approved, Type 1, Grade 11 PVC resin conforming to ASTM Resin Specification D1785. Pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate standard dimension ratio. 3. Except as noted in paragraph 1 and 2 of this Section, requirements for non - pressure lateral line pipe and fittings shall be the some as for solvent -weld pressure main line pipe and fittings as set forth in above Section of these Specifications. D. Brass Pipe and Fittings: • 1. Where indicated on the Drawings, use red brass screwed pipe conforming to Federal Specification No. WW-P-351. 2. Fittings shall be red brass conforming to Federal Specificalion No. W W-PA60. E. Galvanized Pipe Fittings: 1. Where indicated on the Drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings shall be medium galvanized screwed beaded malleable iron or Class 150 flanged steel with stainless steel hardware where required. Galvanized couplings may be merchant coupling. 3. Galvanized pipe and fittings installed below grade shall be painted with two coals of, Koppers No. 50 Bitumastic, or wrapped with 3M Company 3 mil plastic pipe wrap material. 4. Use non -hardening, nontoxic pipe joint sealant formulated for use on water -carrying pipes on all metal threaded connections. F. Gate and Ball Valves: 1. Gate valves 3 -inches and smaller shall be 125-pound SWP bronze gate valve with screw -in bonnet, nonrising stem and solid wedge disc. 2. Gate valves 3-inches and smaller shall have threaded ends and shall be equipped with a bronze hand wheel. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 9 RBB 0611300 3. Gate valves 3-inches and smaller shall be similar to those manufactured by Nibco, Hammond, or approved equal. 4. Ball valves 3-inches and smaller shall be PVC schedule 80 full bore units, and include Teflon ball seats, Buna-N O-rings seals, and pressure rated at a minimum of 235 psi @ 73 degrees F 5. Ball valves 3-inches and smaller shall be equipped with a Saf-T-Shear stem and polypropylene handle. 6. Ball valves 3-inches and smaller shall be as manufactured by Spears, or approved equal. 7. Gate and Ball valves shall be installed per installation detail. G. Quick Coupling Valves: 1. Quick coupling valves shall have a brass two piece body designed for working pressure of 150 psi operable with quick coupler. Key size and type shall be as shown on plans. H. Backflow Prevention Assembly: 1. Backflow prevention assembly shall be of size and type indicated on the irrigation Drawings. 2. Wye strainers at backflow prevention units shall have a bronzed screwed body With 60 mesh Monet screen and shall be similar to the Bailey #10013, or equal. 3. Backflow prevention assembly shall be installed within locking security enclosure of the size and type as those listed the Construction Documents Check Valves: Anti -drain valves shall be of heavy-duty virgin PVC construction with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and from 5 to 40 feet of head. Anti -drain valve shall be similar to the Hunter "HCV' or approved equal. J. Control Wiring: 1. Connections between the automatic controllers and the electric control valves shall be made with direct burial copper wire AWG-U.F. 600 volt. Control wires shall be a different color wire for each automatic controller. Common wires shall be white with a different color stripe for each automatic controller. Install in accordance with valve manufacturer's specifications and wire chart. In no case shall wire size be less than No. 14 and no less than # 12 gauge for common wires. 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure supply or lateral lines wherever possible. 3. Where more than one wire is placed in a trench, the wiring shall be taped — together at intervals of 10-feet.. HOAG MEMORIAL HOSPITAL PREBYfERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 10 RBB 0611300 4. An expansion curl shag be provided at each major change of direction and within 3-feel of each wire connection. Expansion curl shall be of sufficient length at each splice connection at each electric control valve, so that in case of repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Control wires shall be laid loosely In trench without stress or stretching or control wire conductors. 5. Splices shall be made with Scotch-Lok # 3576 connector sealing packs, Rain Bird snap -tile wire connector, Spears # DS-100 connectors with Spears # DS-300 sealant, or approved equal. Use one splice per connector sealing pack. 6. Field splices between the automatic controller and electrical control valves shall not be allowed without prior approval of the Architect. Field splices shall include an 18-inch bop coil and be covered within a bolt -down valve box. Identify the letters "WS" on box cover. 7. Wire coil shall be continuous over its entire length. Use a different color for each automatic controller for common ground wire. Spare control wires shall be blue in color. Spare common ground wire shall be white in color. K. Automatic Controller: 1. Automatic controller shall be as indicated on the plan. 2. The Architect shall approve final location of automatic controllers. 3. Unless. otherwise noted on the plans, others shall furnish the 120-VAC electrical power to the automatic controller location. The final electrical hook-up shall be the responsibility of the irrigation Contractor. 4. The automatic controller shall be a part of the controller enclosure assembly. Refer to section below. L. Controller Enclosure Assembly: 1. The controller enclosure assembly shall consist of a stainless steel housing and removable stainless steel mounting plate, transient protection terminal boards, and a 120-VAC GFI outlet for automatic controller. 2. The controller enclosure assembly shall be equipped with a 120-VAC duplex box with an on/off switch, 120 VAC receptacle and transient protection for both low and high voltage. Enclosure shall be grounded with an 8-toot copper clad grounding rod and #6 gauge solid bare wire. Power to the housing shall be properly phased, 3. The controller enclosure assembly shall be equipped with pre -wired transient protection terminal boards clearly indicating the proper points of connection for appropriate wiring, i.e. station valves, master valve, control and common wires. Controller faceplate shall mount gat on enclosure braces or mounting plate as assembled by supplier. 4. Controller enclosure assembly shall include a seven-year warranty provided by supplier. Automatic Controller shall include a five-year warranty provided by controller manufacturer. E L_.J HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 1257311 Page 11 RBB 0611300 5. The controller enclosure assembly shall be assembled by Imperial Sprinkler Supply, Placentia, California. Phone number: (714) 982-5090. M. Flow Sensor. Flow sensor assemblies shall be sized as indicated in Drawings. 2. Flow sensor shall be of the same manufacturer as the automatic controller. 3. -Provide flow sensor identification tags as shown on drawings. 4. Provide and install one (1) rectangular valve box for flow sensor: 5. The flow sensor housing shall be a factory modified tee fitting of PVC material and a include a removable moisture proof meter unit having a pulse output rate which is proportional to the GPM flow rate of the piping system being measured. 6. The flow sensor shall operate on 9 volts DC electrical power. The flow sensor signal cable conductors shall be separated from other power wires when pulled up at the controller enclosure location. Avoid field test of wires with 24-volts AC power applied to the,flow meter conductors, the sensing unit will be permanently damaged. 7. Flow sensor shall include a 2-year warranty provided by Rain Master. • N. Flow Sensor Signal Cable: 1_ The flow sensor signal cable shall be a 2-wire pair, direct burial, shielded cable designed to carry signals for the flow sensor. The cable shall include a foil shield with drain wire. 2. The flow sensor signal cable shall include two (2) stranded soft annealed tin coated solid copper conductors of 20 AWG wire size, individually insulated with high density (PE) polyethylene. The conductors shall be paired and shall be identified with the following colors: black and white. 3. The flow sensor signal cable shall be installed within PVC conduit routed continuously from irrigation controller to flow sensor. 4. Waterproof conductor connectors for signal cable shall be 3M Company, series 3500, Scotch-Lok Connector packs or 3M Company, series 7000, Epoxy Wire Connector kits. If one connector is used for both conductor connections, the wire splices shall be staggered within the pack to prevent crossover wire contact. Manufacturer's instructions on the package shall be followed. 5. The flow sensor signal cable shall be manufactured by Rain Master Model Number EV-CAB-SEN series, or approved equal. O. Electrical Control Valves: 1. Electrical control valves shall be the same manufacturer as indicated on the Drawings. 2. Electric control valves shall have a manual flow adjustment handle and bleed valve fcr manual operation. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK PISER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 12 RBB 0611300 3. Provide and instal one control valve box for each electric control valve. P. Master Valves: Master valves shall be the same manufacturer as indicated on the Drawings. 2. Master valves shall have pressure regulating, manual flow adjustment handle, and bleed valve for manual operation. 3. Provide and instal one control valve box for each master valve. Q. Control Valve Boxes: 1. Provide 10 inch x 10-inch nominal size round box for gale valves, quick coupling valves, and grounding rods. Valve box shall be NDS model No. 312PBCB with bole -down cover or approved equal. Extension sleeve shall be minimum Class 200 PVC, 6-inch minimum size. 2. Provide 14 inch x 19 inch x 12-inch nominal size rectangular box for control valves, master valves, flow sensors, and wire splices. Valve box shah be NDS model No. 314PBCB with bolt -down cover or approved equal. 3. Valve box cover shall overlap the edge of the base box. 4. Valve boxes shall be integral green in color. R. Sprinkler Heads: 1. Sprinkler heads shall be of the same size, type and deliver the same rate of precipitation with the diameter (or radius) of throw, pressure and discharge as shown on the plans and/or specified in these special provisions. 2. Spray heads shall have a screw adjustment. 3. Riser units shall be fabricated in accordance with the details shown on•the plans. 4. Riser nipples for sprinkler heads shall be the same size as the riser opening in the sprinkler body. 5. Sprinkler heads of the same type shall be of the same manufacturer. 6. Sprinkler spacing as shown on the Drawings shall not be exceeded. S. identification Tags: Identification lags for electrical control valves shall be manufactured from Polyurethane Behr Desopan, or equal. Use Christy's standard tag hot stamped with black letters on yellow background. Tags shall be numbered to match programming shown on the irrigation drawing. Provide one tag of each electric control valve. a. Tags shall be numbered to match programming shown on the Drawings. Provide one tag for each electric control valve, flow sensor and master valve. 0 • 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION • HOAG 125738 RBB 0611300 Page 13 b. Order tags with the controller assignment on the front side of tag and the station sequence indicated on the back side of the tag. The tag is limited to three digits each side. C. Provide one tag for each electric control valve, master valve and flow sensor. Identification for master valves and flow sensors shall be as indicated on the Drawings 2. Special order tags from T. Christy Enterprises, 1211 Struck Avenue, Orange, California, 92667, (714) 7714142, or approved equal T. Sleeving: 1. Install separate sleeve beneath paving surfaces to route each run of irrigation pipe or wiring bundle. 2. Sleeving material beneath paving surfaces, both pedestrian and traffic, shall be Schedule 40 PVC piping with solvent welded joints. 3. Sleeving shall extend beyond pavement edges a minimum of 18-inches. 4. Sleeving diameter: Equal to twice the outside diameter of the pipe or wire bundle. Minimum diameter shall be 2 inches. • 5. Marking Stakes:'2-inch x 2-inch x 24-inch wood stake. U. Other Components: 1. Tools and Spare Parts: Provide operating keys, service tools, test equipment, other items, and spare parts as indicated in this Specification. 2. Other Materials: Provide other equipment or materials not shown on the Drawings or referenced in this Specification necessary to complete the installation of the irrigation system. PART 3 - EXECUTION 3.01 INSPECTION: A. Site Conditions: Drawing scaled dimensions are approximate. The Contractor shall check and verify all size dimensions and receive the Architect's approval prior to proceeding with work under this section. 2. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities, which are caused by his operations or neglect. Check any existing utility Drawings for existing utility locations. • 3. Coordinate installation of irrigation materials, including pipe, so there shall be NO interference with utilities or other construction or difficulty in planting trees, shrubs and groundcovers. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 14 RBB 0611300 4. The Contractor shall carefully check all finish grades in order to safely proceed the starting of irrigation system work. 5. Report irregularities to Architect prior to beginning work. Commencement of work implies acceptance of existing site conditions. 3.02 SITE PREPARATION: A. Physical Layout: 1. Prior to installation, the Contractor shall slake out pressure supply lines, routing and location of sprinkler heads. 2. Architect shall approve sprinkler, piping and equipment layout prior to installation, r� LJ B. Water Supply: 1. The irrigation system shall be connected to the domestic water supply Points -of - Connection as indicated on the Drawings. 2. Connections shall be made at approximate locations as shown on the Drawings. Contractor is responsible for minor changes caused by actual site conditions. 3. installation of backflow preventer shall be made at the approximate location . shown on the Drawings. The Contractor shall be responsible for minor changes caused by actual site conditions. C. Electrical Supply: 1. Electrical connections for automatic controller shall be made to electrical Points - of -Connection as indicated on the Drawings. 2. Connections shall be made at approximate locations as shown on the Drawings. Contractor is responsible for minor changes caused by actual site conditions. 3,03 EXCAVATING AND TRENCHING: A. General: Perform all excavations as required for installation of work, including shoring of earth banks, if necessary. B. Trenching: 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even grade. Trenching excavation shall follow layout indicated on Drawings and as noted. 2. Provide for a minimum soil cover of 18-inches for pressure supply lines 2.5- inches and smaller. 3. Provide for a minimum soil cover of 24-inches for pressure supply lines 3-inches • and larger. 4. Provide for a minimum cover of 18-inches for all control wiring. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738. Page 15 RBB 0611300 5. Where piping is shown on the Drawings under paved areas, but running parallel and adjacent to planting areas, install the piping within planting areas. C. Backfilling: 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, sandy clay, sand or other approved materials, free from large clods of earth or stones. Backfill shall be mechanically compacted in d areas to a dry density equal to adjacent undisturbed soil. Backfill will conform to adjacent grades without dips, sunken areas, humps or other surface irregularities. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger than %cinch in size will be permitted in the initial backfill. 3. Flooding of trenches will be permitted only with approval of the Architect. 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or planting or other construction are necessary, the Contractor shall make required adjustments without cost to the Owner. D. Trenching and Backfilling Under Paving: • 1. Trenches located under areas where paving, asphaltic concrete or concrete will be installed shall be backfilled with sand (a layer 6 inches below the pipe and'3 inches above the pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. Trenches for piping shall be compacted to equal -the compaction of the existing adjacent undisturbed soil and left in a firm unyielding condition. Trenches shall be left flush with the adjoining grade. The sprinkler irrigation Contractor shall set in place, cap and pressure test piping under paving prior to the paving work. 2. Generally, piping under existing walks is done by jacking, boring or hydraulic driving: but where any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced by the Contractor as part of the contract cost. Permission to cut or break sidewalks and/or concrete shall be obtained from the Architect. No hydraulic driving will be permitted under concrete paving. Compact all backfill to 95% dry density and dispose of waste off site. Replacement pavement shall match existing in structure, material and appearance. No hydraulic driving will be permitted under concrete paving. 3. Provide for a minimum cover of 18 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non -pressure piping installed under asphalt concrete paving. E. Conduit and Sleeves: 1. Coordination: Sleevmg will be existing only when installed under another contract. For all other installations, provide materials and coordinate conduit and sleeve installation with other trades as required to facilitate smooth construction sequence. 2. Conduit: Furnish and install conduit where control wires pass under or through walls, walks and paving. Conduits to be of adequate size to accommodate HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 16 • RBB 0611300 retrieval for repair of wiring and shall extend 12 inches beyond edges of walls and pavement. 3. Sleeving: Install sleeves for pipes passing through or under walks and paving as shown on the Drawings. Sleeving to be of adequate size to accommodate retrieval of wiring or piping for repair and shall extend 12 inches beyond edges of paving or other construction. F. Assemblies: 1. Routing of irrigation lines as indicated on the Drawings is diagrammatic. Install lines (and various assemblies) in such a manner as to conform to the Drawings. 2. Install NO multiple assemblies on plastic lines. Provide an outlet for each assembly. 3. Install assemblies specified herein in accordance with respective detail. In absence of detail Drawings or specifications pertaining to specific items required to complete work, perform such work in accordance with best standard practice with prior approval of Architect. 4. PVC Pine and fillings shall be thoroughly cleaned of dirt, dust and moisture before installation. Installation and solvent welding methods shall be as recommended by the pipe and fitting manufacturer. Install no assembly into a . trench, which has standing water. 5. On PVC to metal connections, the Contractor shall work the metal connections first. Teflon tape or approved equal, shall be used on all threaded PVC to -PVC and on all threaded PVC to metal joints. Do not use pipe dope. Light wrench pressure is required. Where threaded PVC connections are required, use threaded PVC adapters into which the pipe may be welded. Use strap -type friction wrenches only. Do not use metal jawed wrenches. G. Irrigation Piping Clearance: Piping shall have a minimum clearance of 6-inches from each other and from lines of other trades. Parallel piping shall not be installed directly over one another. H. Automatic Controller: Install as per manufacturer's instructions. Control valves shall be connected to controller in numerical sequence as shown on the Drawings. I. High Voltage Wiring for Automatic Controller: 1. Contractor shall be responsible for final connection of 120-volt power connection to the automatic controller. 2. Electrical work shall conform to local codes, ordinances and union authorities having jurisdiction. J. Backflow Preventer Assembly: 1. install as indicated on the Drawings and details. 2. Pressure main line piping between the Point of Connection and the backilow preventer shall be installed as required by local code. The Contractor shall verify HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 061130011300 SECTION 02810 IRRIGATION Page 17 with the local governing body as to material type and installation procedures prior to start of construction. 3. Submit shop drawing to Architect of backflow.preventer assembly location review for approval prior to final installation. K Master Valve: 1. Install where shown on the Drawings and details. Allow at least 12-inches clearance from other valve boxes. L. Flow Sensor and signal cable: 1: Install where shown on the Drawings and details. Allow at (east 12-inches clearance from other valve boxes. 2. Heat brand on valve box top with 2-inch tall letters, the identification of the control system assignment, as indicated in the drawings. 3. Install4low sensor cable within PVC conduit. 4. Splices for flow sensor cable shall be dry -splices. Any water leaking into a splice will cause signal problems. Additionally, buried splices in the ground between the flow sensor and the irrigation controller enclosure will not be allowed. . M. Electric Control Valve: Install where shown on the Drawings and details. When grouped together, allow at least 12-inches between valves. 2. Install each control valve in a separate valve. N. Identification Tags: Identification tags for electrical control valves shall be installed as indicated on the drawings. O. Sprinkler Heads: 1. Install the sprinkler heads as indicated on the Drawings. 2. Spacing of heads shall not exceed the maximum indicated on the Drawings. In no case shall the spacing exceed the maximum recommended by the manufacturer. P. Flushing of System: After valves, pipe lines and risers are in place and connected, all necessary diversion work has been completed and prior to installation of sprinkler heads, the control valves shall be opened and a full head of water used to flush out the system. M2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to the complete satisfaction of the Architect, HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 18 RBB 0611300 3.04 TEMPORARY REPAIRS: The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler system equipment in operating condition. The exercise of this right by the builder/developer shag not relieve the Contractor of his responsibilities under the terms of the guarantee as herein specified. 3.05 EXISTING TREES: Where it is necessary to excavate adjacent to existing trees, the Contractor shag use care to avoid injury to trees and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand. Roots two inches and larger in diameter, except directly in the path of pipe or conduit, shag be tunneled under and shag be heavily wrapped in burlap, to prevent scarring or excessive drying. Where a ditching machine Is run close to trees having roots smaller than 2-inches in diameter, the wag of the trench adjacent to the tree shag be hand trimmed, making clean cuts through. Roots 1-inch and larger in diameter shall be painted with two coals of Tree Seal or equal. Trenches adjacent to trees should be closed within 24 hours; and where this is not possible, the side of the trench adjacent to the tree shall be kept shaded with moist burlap or canvas. 3.06 INSTALLATION OF OTHER COMPONENTS: A. Tools and Spare Parts: 1. Prior to the Pre -Maintenance Period walk-through Inspection, supply to the Owner turn over items including controller cabinet keys, servicing tools, test equipment, and any other items indicated on the Drawings. B. Other Materials: • 1. Install other materials or equipment on the Drawings or installation details to be a part of the irrigation system, even though said items may not have been referenced in this Specification. 3.07 FIELD QUALITY CONTROL: A. Adjustment of the System: 1. The Contractor shall flush and adjust sprinkler heads for optimum performance and to prevent over spray onto walks, roadways and buildings as much as possible. 2. If it is determined that irrigation equipment adjustments will provide proper and more adequate coverage, the Contractor shall make such adjustments prior to planting. Adjustments may also include changes in nozzle sizes and degrees of arc as required. 3. Sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on the plans. B. Testing of Irrigation System: 1. The Contractor shall request the presence of the Architect in writing at least 48 hours in advance of testing. 2. Test pressure lines under hydrostatic pressure of 150 pounds per square inch for 2 hours and prove piping to be watertight. _ HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 19 RBB 0611300 Note: Testing of pressure main lines shall occur prior to installation of electric control valves. 3. Piping under paved areas or on structure shall be tested under hydrostatic pressure of 150 PSI (pounds per square inch) for 2 hours and proved watertight, prior to paving. 4. Sustain pressure in lines for not Tess than two hours. If leaks develop, replace joints and repeat test until entire system is proven watertight (maximum allowable pressure drop is 4 psi). 5. All hydrostatic tests shall be made only in the presence of the Architect or other duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, tested and approved in writing. 6. Furnish necessary force pump and all other test equipment for hydrostatic pressure testing. 7_ When the irrigation system passes the hydrostatic pressure test and is completed, perform a sprinkler coverage test in the presence of the Architect. Determine if the water coverage is complete and adequate. Furnish materials and perform work necessary to correct any inadequacies of water coverage due to deviations from the Drawings, or where the irrigation system has been willfully' installed as indicated on the Drawings when it was obviously inadequate, without bringing this to the attention of the Architect. This test shall be accomplished before any planting occurs. 8. Furnish materials and perform all work required to correct any inadequacies of coverage. 9. Upon completion of each phase of work, the entire system shall be coverage tested and adjusted to meet specific site requirements. 3.08 IRRIGATION SYSTEM OPERATION PRIOR TO PLANTING: A. The entire irrigation system shall be under full automatic operation for a period of seven days prior to any planting. B. The Architect reserves the right to waive or shorten the operation period. 3.09 CLEAN-UP: A. Clean up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, walks and paving shall be broomed or washed down and any damage sustained on the work of other Contractors shall be repaired to original condition at no cost to Owner. B. Upon completion of the work, smooth all ground surfaces, remove excess materials, rubbish and debris. Sweep adjacent streets, curbs, gutters and sidewalks and remove construction equipment from the premises 0 3.10 FINAL INSPECTION PRIOR TO ACCEPTANCE: HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02810 CW-PED LINK FIBER OPTIC CABLE REROUTE IRRIGATION HOAG 125738 Page 20 RBB 0611300 A. The Contractor shah operate each system In its entirety for the Architect at time of final inspection. Items deemed not acceptable by the inspector shah be reworked to the complete satisfaction of the Architect. B. The Contractor shah slow evidence'to the Architect that the Owner has received all accessories, Controller Charts, As -built Record Drawings and equipment as required before final inspection is performed. 3.11 OBSERVATION SCHEDULE: A. Contractor shah be responsible for notifying the Architect in advance for the following observations, according to the time indicated: 1. Prejob conference - 7 days 2. Pressure supply line installation and testing —2 days 3. Automatic controller installation-2 days 4. Control wire installation — 2 days 5. Lateral line and sprinkler installation-2 days 6. Sprinkler head coverage test — 2 days 7. Pre -Maintenance Period Observation-2 days 8. Final Observation - 7 days B. When observations have been conducted by other than the Architect, show evidence of when and by whom these observations were made. C. No inspection will commence without the As -built Record Drawings, in the event the Contractor calls for an inspection without As -built Record Drawings, without completing previously noted corrections or without preparing the system for inspection, he shall be responsible for reimbursing the Architect at the hourly rate in effect at the time of the inspection portal (plus transportation costs) for the inconvenience. No further inspections will be scheduled until this charge has been paid. END OF SECTION • 7J HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 1 RBB 0611300 PART 1-GENERAL 1.01 DESCRIPTION: A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. B. Work Included: Provide planting media amendment Provide testing and/or certification of soils Amending of existing for planting Amending of imported topsoil Amending of sub grade soil Mixing of planting mediums. Testing of amended mediums. Transporting and storage of soils and "planting mediums. Preplanting weed control C. Related Work in Other Sections: Irrigation - Section 02810 . Turf and Grasses - Section 02930 Plants - Section 02950 Operation and Maintenance of Landscape - Section 02970 1.02 QUALITY ASSURANCE. A. Certificates of Inspection: Provide those required by law for transportation, with invoice. File copies of certificates with Architect after acceptance of material. Inspection by governmental officials at point of origin does not preclude rejection of materials at project site. B. Intent: The amendments and quantities included herein are approximate and are for bidding purposes only. Following an on -site soil analysis by Wallace Laboratories, composition of amendments may change. Contract price shall be adjusted accordingly. 1.03 SUBMITTALS: A. Samples and Product Data: Prior to delivery to site, submit samples(S) certification(C) and manufacturers' literature(ML) for the following items: 1. Organic Amendments: S of 1 pt. for each type, C or ML 2. Soil Mixes: S of 112 pound for each type and C. 3. Sand: S of 1/2 pound and C. 4. Chemical Additives: S of 1 pint for each type, C and ML. . 5. Import Topsoil: S of One (1) Pint and C. B. Test Data: Submit all laboratory test data for all materials. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 2 RBB 0611300 C. Weed Control 1. Prior to the application of any weed control materials, the Pest Control Advisor shall submit to the Owner's Authorized Representative, a list of the weed control materials and quantities per acre intended for use in controlling the weed types prevalent and expected on the site. 2. The Pest Control Advisor shall furnish data to demonstrate the compatibility of the weed control materials and methods with the intended panting and seed varieties. D. Submittal Schedule: Ali products in this section which is required for submittal shall be included in one Division 2 submittal package. 1.04 BIDDING: A. The amendments, quantities and procedures included herein are for bidding purposes only. Following an on -site agricultural soil analysis after the rough grading, the amendments and quantity and procedures may change. B. Tests shall be paid for by the Contractor. 1.05 JOB CONDITIONS: A. Protection of Existing Plants to Remain: See Section 02950 — Plants. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Labeling: Furnish standard products in unopened manufacturer's standard containers bearing original labels showing quantity, analysis and name of manufacturer. C. Storage: Store products with protection from weather or other conditions, which would damage or impair the effectiveness of the product. 1. Mycorrhizal Innoculum shall be delivered and kept below 90 degrees F until application. 1.07 ANALYSES OF SAMPLES AND TESTS: A. Sampling: Architect reserves the right to lake and analyze samples of materials for conformity to specifications at any time. Furnish samples upon request by Architect. B. Rejected Materals: Remove rejected materials immediately from the site at Contractor's expense. C. Testing. Pay cost of testing of materials not meeting specifications. D. Testing Agency: Wallace Laboratories, 365 Coral Circle, El Segundo, CA 90245. Tel (310) 615-0116. Attention: Mr. Garn Wallace, PhD. 1:08 QUALIFICATIONS HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 3 • RBB 0611300 A. The applicator of all weed control materials shall be licensed by the State of California as a Pest Control Operator and a Pest Control Advisor in addition to any subcontractor licenses that are required. 1.09 FINAL ACCEPTANCE: A. Acceptance: Work will be accepted by the Architect upon satisfactory completion of all soil preparation work. B. Notification: Notify Architect for review of soil preparation prior to proceeding with planting operations. PART 2-PRODUCTS 2.01 TOPSOIL: A. Topsoil: Material required for landscape and finished grading operations shall conform to the requirements included in this section. B. General Qualifications: Topsoil shall be fertile, friable, well -drained soil, of uniform quality, free of stones over 1 inch diameter, sticks, oils, chemicals, plaster, toxic substances, concrete and other deleterious materials, as a planting medium for the project. • 1. Grading: Percent Passing Sieve Sieve Size 95 - 100 25.4 mm (1") 85 - 100 9.51 mm (3/8') 10 - 30 53 Micron (270 mesh) 2. Chemistry: - Suitability Considerations: a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degrees C.) less than 4.0. b. Sodium: Sodium Absorption Ratio (SAR) less than 9.0, C. Boron: Saturation Extract Concentration less than 11.0 PPM. d. Reaction: pH of Saturated Paste: 5.5 - 7.5. 3. Parasites: Test all soils, which have been used for agricultural purposes within the prior 12-months for parasitic nematodes. It shall be acceptable if the parasitic nematode population is less than 200-per 50 cubic centimeters of soil. Do not artificially dry soil prior to testing. 4. Herbicide: Perform a radish/ryegrass growth trial if herbicide contamination is suspected Consult with Architect prior to testing. 5. Fertility Considerations: Soil to contain sufficient quantities of available nitrogen, isphosphorous, potassium, calcium, and magnesium to support normal plant growth. In the event of nutrient inadequacies, provisions shall be made to add required materials to overcome inadequacies prior to planting. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 4 RBB 0611300 C. Existing Sal to be Amended: Inspect existing sod and do all work necessary to bring it to standards specified under "General Qualificafions" above. Amend as specified herein. 1. The Contractor shall schedule a site visit with the Project Soils Consultant for the purpose of conducting sods analysis and water percolation tests. Sod samples and water percolation studies shad be taken from six typical tree locations (as approved by the Landscape Architect or the Sod Consultant) and delivered by the Soils Consultant to the designated sod.testing laboratory. Submit soils analysis and recommendations to the Architect for acceptance. Solt analysis shah indicate quantities, chemical properties and recommended manufacturer or supplier. 2. Areas of existing soil to be amended shah be all areas to be planted. D. Imported Topsoil: 1. Sources: Furnish imported topsoil from sources accepted by the Architect, which meets the standards specified under "General Qualifications" above. 2. Certification: Source of above shall be approved and conformity of material shah be,laboratory verified for each 100 cubic yards of material delivered to the site. 3. Analysis: Obtain an agricultural suitability analysis of the proposed topsoil from Wallace Laboratories at Contractor's cost. 4. Acceptance: Submit soils analysis and recommendations to the Landscape Architect for acceptance. Amend topsoil per accepted soil analysis report. 5. Samples: The Architect reserves the right to take samples of the imported topsoil delivered to the site for conformance to the Specifications. 6. Rejected Topsoil: Immediately remove rejected topsoil off the site at Contractor's expense. 7. Stockpiling: If stockpiling is requested, locations and amounts of stockpiles will be designated by Owner. 2,02 ORGANIC AMENDMENTS: A. Peat Moss: Finely shredded, brown in color, suitable for horticultural purposes and frequently referred to in the trade as "greenhouse" or "coarse grind". 1. Measurement: Measure peal in air dry condition, containing not more than 35% moisture by weight on an "as -received" basis. Ash content shall not exceed 10%. l J n U 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE . HOAG 125738 RBB 0611300 2. Physical Properties: Percent Passing Sieve Size 95-100 9.51 mm (30) 0-40 500 micron (#35, 32 mesh) 3. Organic Content (dry weight basis): 90-100% 4. Chemical Properties: a. Nitrogen (dry weight basis): 0.6-3.0% SECTION 02920- SOIL PREPARATION Page 5 b. Salinity: Saturation extract, conductivity 0.0-3.0 milliohms/cm @ 25 degrees C. C. PH 3.0-4.5 5. Acceptable Substitute. Ground redwood bark'by Lindauer Products, Santa Rosa, CA, per specifications for peat moss. B. Nitrogen -Treated Sawdust: Derived from redwood, fir or cedar wood sawdust. 1. Physical Properties: . Percent Passing Sieve Size 95-100 6.35 mm. (1/4") 80-100 2.38 mm. (#8, 8 mesh) 0- 30 500 micron (#35, 32 mesh) 2. Chemical Properties: a. Nitrogen content (dry weight basis): Wood of Redwood 0.4 - 0,6% Wood of Fir/Cedar 0.56 - 0.84% b. Iron content (dry weight basis): Minimum 0.08% iron as metallic c. Soluble salts: Maximum 3.5 millimhos/cm 25 degrees C. as determined by saturation extract method. d. Ash (dry weight basis): 0 - 6.0% C. Soil Organic Amendment: The product shall be based upon manure, compost or sludge. Wood residues, sawdust or shavings are not acceptable. The as content shall be at least 15% and not more than 25%. Sand content shall be less than 2%. The pH shall not be less than 5.0 or more than 7.5. The ECe shall be less than 8.0. Acceptable products are mushroom compost, Kellog's sludge products, and a high grade of steer manure or poultry manure. D. True Compost: Natural organic soil conditioner " Nutri-Mulch" by Red Star Fertilizer, . Corona, CA. 91720. Tel. (714) 597-4801. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 6 RBB 0611300 2.04 FINE SAND: A. Physical Properties (dry weight basis): Percent Passing Sieve Size 100% 4.76 mm (#4, 4 mesh) 95-100% 1.00 mm(#18,16 mesh) 65-100% 5W micron(#35, 32 mesh) 0- 50% 250 micron(#60, 60 mesh) 0-20% 105 micron(#140,150 mesh) 0-5% 53 micron(#270, 270 mesh) B. Chemical Properties: 1. Salinity: The saturation extract conductivity shall not exceed 3.0 millimhos/cm @25 degrees C. 2. Boron: The concentration in the saturation extract shall not exceed 1.0 PPM. 3. Sodium: The sodium adsorption ratio (SAR) as calculated from analysis of the saturation extract shall not exceed 6.0. 2.05 CHEMICAL ADDITIVES: The following additives may or may not be used depending on the . outcome of the soil report. A. Ground Limestone: Agricultural limestone containing not less than 856/0 of total carbonates, ground to such fineness that 50%will pass #160 sieve and 90%will pass #20 sieve. B. Dolomite Lime: Agricultural grade mineral soil conditioner containing 35% minimum magnesium carbonate and 49% minimum calcium carbonate,100% passing #65 sieve. "Kaiser Dolomite 65 AG" as manufactured by Kaiser, Inc. Mineral Products Department, or equal. C. Gypsum: Agricultural grade product containing 80% minimum calcium sulphate. D. Iron Sulfate Ferrous: Supplied by a commercial fertilizer supplier, containing 20% to 30% iron and 35% to 40% sulfur. E. Soil Sulphur: " Sul -Fe/ Sulfur' as supplied by Red Star Fertilizer of Corona, CA. 91720. Tel (714) 597-4801 F. Sulphale of Potash: Agricultural grade containing 50% to 53% of water-soluble potash. G. Single Superphosphate: Commercial product containing 20% to 25% available phosphoric acid. H. Ammonium Sulphate: Commercial product containing approximately 21% ammonia. I. Ammonium Phosphate: Commercial product containing approximately 18% ammonia. . J. Ammonium Nitrate: Commercial product containing approximately 34% ammonia. _ K. Calcium Nitrate: Agricultural grade containing 15.1/2% nitrogen. HOAG MEMORIAL HOSPITAL PREBYfER1AN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 7. RBB 0611300 L. Urea Formaldehyde (N-Hro-Form): Granular commercial product containing 38% nitrogen. M. I.B.D.U. (Iso Butyldiene Diurea): Commercial product containing 31% nitrogen. N. Soil Sulfur: Agricultural grade sulfur containing a minimum of 96% sulfur. O. Iron Sequestrene: Geigy Iron Sequestrene 330 Fe.. P. Gro-Safe: Herbicide absorbent as manufactured by American Norit Company of Jacksonville, FL. Q. P.A.M. Soil Dram: Available from the Complete Green Co., of Los Angeles, CA 90025. Tel. (213) 475-3664. 2.06 WATER: Clean, fresh and potable, furnished and paid for by Owner_ 2.07 Mycorrhizallnnoculant: A. AM-120 as distributed by S&S Seed, Carpinteria, CA (805) 684-0436, or approved equal 1. The inoculum shall contain the species Glomus intraradices and shall have a live spore count of 100 propagules per ml. No antagonistic pathogens shall be • present at significant levels. PART 3 -EXECUTION 3.01 PRE -PLANT WEED CONTROL A. Clear and remove existing weeds by mowing and grubbing to at least 114 inch below the .soil surface- B. Water area thoroughly and continuously for a period of 3 consecutive weeks. Employ a specific watering duration and frequency program designed to germinate all residual weeds. C. After sufficient weed germination is present, apply a post -emergent contact weed killer according to the directions of the manufacturer. D. Allow for a sufficient period of time to ensure that the weeds are dead and the weed killer has dissipated before applying a second weed kill. E. Water planting areas thoroughly and continuously for a period of 3 weeks. Discontinue the watering process for 1 day prior to the second application of the herbicide F. Reapply the spraying operation with a straight contact weed killer according to the pest control adviser's recommendations. Avoid any irrigation for a minimum of 4,days for effective weed kill. 3.02 SOIL PREPARATION: A. General: HOAG MEMORIAL HOSPITAL P13EBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 8 RBB 0611300 1. Moisture Content: Do not work soil when moisture content is so great that excessive compaction will occur, nor when it is so dry that dust wig form in air or that clods wig not break readily. Apply water, If necessary, to bring soil to an optimum moisture content for tilling and planting. 2. Clearing of Debris: Clear all planting areas of stones 2-in, diameter and larger, weeds, debris and other extraneous materials prior to (amending existing soil)i (spreading slockpiled•lopsoil) (spreading imported topsoil). B. Preparation of Existing Soil: 1. Verification of Existing Grades: Verify that grades are within 1 in. plus or minus of the required finished grades. Report all variations to the Architect. 2. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, Weeds, debris and other extraneous materials prior to amending existing soil or spreading imported topsoil. 3. Cultivation: Rip or cultivate all planting areas to a depth of 6In. immediately prior to amending existing soil. (Rototill to reduce soil clods to a maximum diameter of one (1") inch in the top six (6:) inches.) 4. Trees to Remain: Hand cultivate within the dripline of existing trees to remain. Depth of cultivation shall not exceed 2 in. Cultivate immediately prior to . amending existing soil. C. Preparation of Areas to Receive Rock Mulch: 1. Verification of Existing Grades: Verify that grades are within 1 in. plus or minus of the required finished grades. Report all variations to the Architect. 2. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, weeds, debris and other extraneous materials prior to placing Geotextile. 3. Place and tack geotextile per manufacturers recommendations. D. Preparation of Areas to Receive Imported Topsoil: 1. Verification: Verify that subgrades for installation of topsoil have been established under work of another section. 2. Depth: Verify that subgrades are 6 in. below finished grades, + 1 in., allowing for topsoil and soil amendments. 3. Cultivation: Rip or cultivate subgrade in all planting areas to a depth of 6 in. immediately prior to spreading topsoil. 4. Herbicide Abatement: Treat existing soil with "Gro-safe" slurry at 3 lbs. per 150 SF. Thoroughly rake amendment into the top three (V) inches of soil. 3.03 SOIL CONDITIONING. A. Amending of Existing Soil: - HOAG MEMORIAL HOSPITAL PREBYfERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION . HOAG 125738 Page 9 RBB 0611300 1- Verification: Do not commence amending of existing soil prior to acceptance by Architect of soil preparation. Amendment programs shall based on Project Soils Consultants report as approved by Architect 2. Incorporation of Amendments: Incorporate thoroughly with top 6 in. of soil layer and bring amended soil to finish grades and elevations shown on Drawings. Do not work soils under muddy conditions. 3. Thoroughly roto-till amendments into the soil to a six (6") inch depth. 4. Wet the soil to a six (6") inch depth- 5. When the soil has dried sufficiently to work, thoroughly re-rototill the top six (6") inches. 6. Mycorrhizal Inoculum may be applied with the initial amendments or prior to the second rototilling, but in either conditions it shall be worked into the top 6"inches of soil a.) Inoculum shall be applied at a rate sufficient to achieve 83,00 live propagules per 1,000 sf of surface, based on the supplier or an analysis returned by an independent laboratory. B. Spreading of Topsoil: 1. Verification: Do not commence spreading of (imported topsoil) prior to acceptance by Landscape Architect of soil preparation. 2. Topsoil Depth: Minimum depth of 6 in. after natural settlement and light rolling and shall conform to finished grades and elevations shown on Drawings. 3. Placement: Do not place topsoil under muddy or frozen conditions. C. Amending of Imported Topsoil: 1. Application: Incorporate per 1,000 square feet: 6 cu. yd. Nitrogen -treated Sawdust 30 lbs. 6-20-20 Commercial Fertilizer 50 lbs. Dolomite Lime 10 lbs. Iron Sulfate 6 Cups Endomycorrhizal Inoculum (Sufficient to achieve 83,000 live propagules per 1,000 so 2. Intent: The above amendments and quantities are approximate and are for bidding purposes only. Following an on -site topsoil analysis by the approved Soils Testing Laboratory, composition of amendments may change. Contract Price will be adjusted accordingly. 1,04 DRAINAGE OF PLANTING AREAS: A. Surface Drainage: HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02920 CW-PED LINK FIBER OPTIC CABLE REROUTE SOIL PREPARATION HOAG 125738 Page 10 RBB 0611300 1. Discrepancies: Provide proper surface drainage of planted areas. Submit in writing all discrepancies in the Drawings or Specifications, or prior work done by others, which Contractor feels precludes establishing proper drainage. 2 Correction: include description of work required -for correction or relief of said condition. B. Detrimental Drainage, Soils and Obstructions: 1. Notification: Submit in writing all soils or drainage conditions considered detrimental to growth of plant materials. State condition and submit proposal and cost estimate for correcting condition. 2. Correction: Submit for acceptance a written proposal and cost estimate for the correction before proceeding with work. 3. Obstructions: If rock, underground construction work, tree roots or other obstructions are encountered in the performance of work under this section, submit cost required to remove the obstructions to a depth of not less than 6 in. below the required soil depth. 3.05 CLEAN-UP: A. Keep all areas of work clean, neat and orderly at all times. is B. Clean up and remove all deleterious materials and debris from the entire work area prior to Final Acceptance to the satisfaction of Architect. END OF SECTION HOAG MEMORIAL HOSPITAL PkEBYTERIAN SECTION 02930 CW-PED LINK FIBER OPTIC CABLE REROUTE TURFS & GRASSES HOAG 125738 Page 1 . RBB 0611300 PART 1-GENERAL 1.01 DESCRIPTION: A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section. B. Work Included: Provide sodding materials Bed preparation C. Related Work in Other Sections: Irrigation - Section 02810 Landscape Soil Preparation - Section 02920 Plants - Sectior, 02950 Operation and Maintenance of Landscape - Section 02970 1.02 QUALITY ASSURANCE: A. Certificates of Inspection: Provide as required by law for transportation of each shipment of seed and/or sod along with invoice. Submit copies of certificates after acceptance of material. Inspection by Federal or State Governments at place of growth does not preclude rejection at project site. B. Applicable Standards: Apply the current or latest editions of the standards for seed and/or sod as described in the following: 1. 'Hortus III - 1976 Edition, Bailey Horatorium, Cornell University. 1.03 SUBMITTALS: A. Samples and Product Data: Submit samples (S), certification (C) and manufacturers' literature (ML) for the following items: 1. Seed Mix: S of One-half (1/2 pt) pint for each type and ML. 2. Sod: S of 18 in. x 18-in. strip and C. 3. Mulch: S of One (1-pt) pint for each type and C or ML. 4. Soil Stabilizer: S of One (1-pt) pint for each type and ML. 5. Mulch and Soil Stabilizer: S of One (1-pt) pint for each type and ML. B Test Data: Submit all laboratory test data for all materials. 1. Seed Varieties- Guaranteed statement of composition, mixture and percentage of purity and germination of each variety. 2. Owner's Test: The Owner may choose to test the submitted samples for testing. The Contractor shall be notified. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02930 CW-PED LINK FIBER OPTIC CABLE REROUTE TURFS & GRASSES • HOAG 125738 Page 2 RBE 0611300 C. Submittal Schedule: All products in this section which are required for submittal shall be included in one (1) Division 2 submittal package. 1.04 WORK SCHEDULE: Proceed with the work as rapidly as the site becomes available, consistent with normal seasonal limitations for planting work. 1.05 SELECTION AND ORDERING OF PLANT MATERIAL A. Documentation: Submit documentation within 30 days after award of Contract that all materials have been ordered. B. Unavailable Materials: If proof is submitted that any of the materials specified is not obtainable, a proposal will be considered for use of the nearest equivalent variety with corresponding adjustment of Contract price. Substantiate such proof in writing no later than 30 days after award of Contract. C. Special Conditions: The above provisions shalt not relieve Contractor of the responsibility for obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Sod: . 1. Harvest and Delivery: Harvest from the source and deliver to project site within 24 hours. Deliver only as much sod as can be installed in one days work. 2. Review: Sod not transplanted within this time period shall be reviewed prior to installation. B. Mulch: Store with protection from weather or other conditions, which would damage or impair the effectiveness of the product. 1.07 ANALYSES OF SAMPLES AND TESTS: A. Samples: Architect reserves the right to take and analyze samples of materials for conformity to specifications at any time. Furnish samples upon request. B. Rejected Materials: Remove rejected materials immedfalely from the site at Contractor's expense. Pay cost of testing of materials not meeting specifications. 1.08 ESTABLISHMENT PERIOD AND FINAL ACCEPTANCE: See Operation and Maintenance of Landscape - Section 02970. 1.09 WARRANTY PERIOD: A. Time Period: Warrant that all lawns and grasses shall be in a healthy and flourishing condition of active growth six (6) months from date of Final Acceptance. B. Appearance during Warranty: (Lawns and grass) shall be free of dead or dying patches, and all areas shall show foliage of a normal density, size and color. . C. Delays: All delays in completion of planting operations which extend the planting into more than one planting season shall extend the Warranty Period correspondingly. _ HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02930 CW-PED LINK FIBER OPTIC CABLE REROUTE TURFS & GRASSES . HOAG 125738 Page 3 RBB 0611300 D. Coverage: Warrant growth and coverage of hydroseeded planting to the effect that a minimum of 95% of the area planted shall be covered with specified planting after one growing season with no bare spots. E. Exceptions: Contractor shall not be held responsible for failures due to neglect by Owner, Vandalism, etc., during Warranty Period. Report such conditions in writing. 1.10 REPLACEMENTS: A. Unacceptable Workmanship: Lawn and grass areas exhibiting conditions which are determined as unacceptable workmanship -shall be repaired and/or replaced at no additional cost to the Owner. B. Replacements: Replace, without cost to Owner, and as soon as weather conditions permit, all lawn not in a vigorous, thriving condition, as determined by Landscape Architect during and at the end of Warranty Period. C. Matching: Closely match all replacement sod with adjacent areas of lawn or grass. Apply all requirements of this Specification to all replacements. PART2-PRODUCTS 2.01 LAWN SOD: . A. One year old nursery -grown sod, seeded of "Marathon IP, as produced by Pacific Sod Farms. Tel (800) 942- 5296. B. Sod shall be dense, healthy, field -grown on fumigated soil with the grass having -been mowed at 1 in. height before lifting from field. C. Sod shall be dark green in color, relatively free of thatch, free from diseases, weeds and harmful insects. D. Sod shall be reasonably free of objectionable grassy and broadleaf weeds. Sod shall be considered weed free if no more than 10 such weeds are found per 100 sq. ft. of sod. E. Sod shall be rejected if found to contain the following weeds: (common Bermudagrass), quackgrass, Johnsongrass, poison ivy, nimbleweed, thistle, bindweed, bentgrass, perennial sorrel, and bromegrass. 11 2.02 ORGANIC AMENDMENTS: See Landscape Soil Preparation - Section 02920. 2.03 TOP -DRESS FERTILIZER: Complete fertilizer, 50% of the nitrogen to be derived from natural organic sources or urea -form- Available phosphoric acid shall be from superphosphate, bone or tankage. Potash shall be derived from muriate of potash containing 60% potash: 16% Nitrogen 6% Phosphoric Acid 8% Potash 0 2.04 SOIL STABILIZER: HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02930 CW-PED LINK FIBER OPTIC CABLE REROUTE TURFS & GRASSES HOAG 125738 Page 4 RBB 0611300 A. Composition: Totally organic substance, supplied in powder form and at least 90% of which is 92% pure muciloid derived from ground plantago ovata-insularis husks. Stabilizer shall be water-soluble, non -toxic hydrophilic and shall not inhibit germination. B. Product "Ecology Controls M-binder" as distributed S&S Seed, Carpinteria, CA (805) 684-0436. PART 3 - EXECUTION 3.01 GENERAL: A. Areas to Receive Sodding: All areas as delineated on the Drawings. B. Period of Application of Hydroseeding: 1. Irrigated Areas: Within fourteen (14) calendar days after the completion of finish grading in any area. In the event of anticipated bad weather conditions, apply hydroseeding (and fabric) immediately. C. Scheduling: Perform sodding on a section by section basis, upon approval of Architect, and immediately after grading, and irrigation installation except for seasonal limitations. Complete embankments and slopes Ina continuous manner. 3.02 SOIL PREPARATION: A. Verification: 1. Stones, Weeds, Debris: Verify that all areas to receive lawns are clear of stones larger than 1-1l2 in. diameter, weeds, debris and other extraneous materials. 2. Grades: Verify that grades are within 1 in. plus or minus of the required finished grades. Verify that fertilization has been installed in another section. Report all variations in writing. B. Soil Moisture: 1. Excessive Moisture: Do not commence work of this section when soil moisture content is so great that excessive compaction will occur, nor when it is so dry that dust will form in air or that clods will not break readily. 2. Inadequate Moisture: Apply water, as necessary, to bring soil to an optimum moisture content for planting. 3.03 SODDED LAWN: A. Sod Bed Preparation: 1. Rolling: Roll amended soil with 200-pound water -ballast roller. 2. Moistening: After all unevenness in the soil surface has been corrected, lightly moisten the soil immediately prior to laying the sod. CJ HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02930 CW-PED LINK FIBER OPTIC CABLE REROUTE TURFS & GRASSES HOAG 125738 Page 5 . RBB 0611300 3. Timing: Sod immediately thereafter, provided the sodbed has remained in friable condition. B. Sodding Operations: 1. Method: Lay the first row of sod in a straight line, with subsequent rows parallel to and tightly against each other, with no spaces between strips. Stagger lateral joints. (Sodded areas shall be flush with adjoining seeded areas.) Do not stretch or overlap sod. Butt all joints tightly to eliminate all voids. Use a sharp knife to cut sod to fit curves. 2. Tamping and Rolling: Thoroughly tamp and roll sod to make contact with sod bed. Roll each entire section of completed sod. 3. Slopes of 3:1 or Greater: Lay sod with staggered joints secured by pegs driven through sod into soil until pegs are flush with turf. Space pegs 18 in. on center. Pegs to be 1 in- square x 6-in. pine or 6 in. lengths of lath. 4. Watering: Thoroughly water sod immediately after installation to wet the underside of the new sod pad and the soil immediately below to a depth of 6 in. 5. Top -Dress Fertilizer: Apply at the rate of 25 pounds per 1,000 square feet at 25 days and at 50 days after sodding. 3.04 CLEAN-UP: A. General: Keep all areas of work clean, neat and orderly at all times. Keep all paved areas clean during planting operations. B. Debris: Clean up and remove all deleterious materials and debris from the entire work area prior to Final Acceptance. ,. END OF SECTION • HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART 1 - GENERAL 1.01 . DESCRIPTION: SECTION 02950 PLANTS Page 1 A. Related Requirements: Review the General Contract Conditions and Division One, General Requirements, which contain information and requirements that apply to this Section: B. Work Included: Excavation of plant pits and beds Obtain plant materials Provide related items Provide plant materials and related items Provide concrete mow strip, steel edging, and root control barriers Warranty and replacements C. Related Work in Other Sections: Irrigation- Section — 02810 Operation and Maintenance of•Landscape — Section — 0297.0 1.02 QUALITY ASSURANCE: • A. Certificates: 1. Submit certificates of inspection required by law for transportation of each shipment of plants, along with invoice. 2. File copies of certificates after acceptance of material. Inspection by Federal or State Governments at place of growth does not preclude rejection of plants at project site. B. Applicable Standards: Apply standards for plant materials as described in the following: 1. An Annotated Checklist of Woody Ornamental Plants of California, Oregon and Washington, (Number 4091), McClintock and Leiser, Division of Agricultural Sciences, University of California, 1979. 2. American Standard for Nursery Stock, 1980 Edition, American Association of Nurserymen, Inc. 3. Hortus III - 1976 Edition, Bailey Horatorium, Cornell University. C. Testing Agency: Wallace Laboratories, 365 Coral Circle, El Segundo, CA 90245. Tel (310) 615-0116, Attn: Mr. Garn Wallace, Ph. D. 1.03 JOB CONDITIONS: A. Protection of Existing Plants to Remain: . 1. Operations: Do not store materials or equipment, permit burning, or operate or park equipment under the branches of all existing plants to remain except as actually required for construction in those areas. HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 02950 PLANTS Page 2 2. Barriers: Provide protection in accordance with Plans. 3. Notification: Notify Architect when Contractor feels other construction activities may damage existing plants to remain. B. Replacement of Damaged Plants: 1. Replacement: Replace existing plants to remain which are damaged during construction with accepted plants of the same species and size as those damaged at no cost to Owner. 2. Landscape Architect Role: Determine extent of damage and value of damaged plants. 1.04 SUBMITTALS: A. Material Samples and Literature: Submit requested items at least sixty (60) days prior to delivery to site. Attach product name, address or manufacturer and/.or supplier and appropriate literature to each sample. Literature or Product Data shall consist of manufacturer's current specifications, with catalog cuts, data sheets and Installation instructions. 1. Tree Ties: One (1) for each type (sample). 2. Wood Chip Mulch: One (1) gallon (sample) with chemical analysis. 3. Root Control barriers: Manufacturers literature. 4. Tree and Shrub Planting Fertilizer: Literature 5. Tree Ties: Literature and shop drawing of installation details and procedures. 6. Vine Ties: Literature and shop drawing of installation details and procedures. B. Plant Material Samples: Submit documentation within thirty (30) days after award of Contract that all plant materials have been located and are ready to be secured. Arrange specific review procedure of plant materials at time of submission. Submittals and review shall be organized as follows: 1. Preliminary Review: Submit representative photographs for review of all plant materials in the required sizes and in available quantity at least ninety (90) working days prior to shipment.to the site. a. Submittal shall include two (2) items per plant: 1) a minimum of one color 35mm photograph mounted on of white paper and 2) one color photocopy of the mounted sheet. Include one (1) set for each plant type and size required for the project. The 8 1/2" x 11" sheet is to include the name and address of the supplier, size of the plant in the picture and Botanical and English name of the plant. b. Tree photographs shall include a person or device to determine scale. 2. Tagging: The Architect may elect to review any of the material at the place of growth. Upon review and acceptance of plant material photograph, specific items will be selected for field review by the Architect. The Landscape Contractor shall is n L� 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS HOAG 125738 Page 3 RBB 0611300 arrange the review and he shall accompany the Architect for all reviews and tagging plants at place of growth and upon delivery for conformity to specifications. Any tagging -of plant material by the Owner's Authorized Representative does not constitute his approval of the plant materials' health and vigor. The health and vigor of the plant material is the sole responsibility of the Contractor. 3. Photograph Acceptance and Nursery Review: Acceptance of material through photographs does not preclude rejection of unsatisfactory material upon delivery. The Architect reserves the right to refuse review from photographs or at the grower if, in his judgment suitable material or sufficient quantities are not available. Contractor shall insure a sufficient quantity of plants will be available whenever trips are arranged to a nursery for'the purposes of tagging material for the project. The Owner's Authorized Representative reserves the right to refuse inspection if in his judgment, a sufficient quantity of plant material at that time is not available for inspection 4. Unavailable Material: If proof is submitted that any plant specified is not obtainable, a proposal will be considered for use of the nearest equivalent size or variety with corresponding adjustment of Contract price. Substantiate such proof in writing no later,than fifteen (15) days after award of contract. 5- Distant Material: Submit photographs with a person adjacent to plants for preliminary review. Such review shall not impair the right of review and rejection during progress of the work. 6. Special Conditions: The above provisions shall -not relieve Contractor of the responsibility of obtaining specified materials in advance if special growing conditions or other arrangements must be made in order to supply specified materials. C. Test Reports: One (1) copy to be sent by testing laboratory directly to Architect. D. Submittal Schedule: All products in this section which are required for submittal shall be included in one (1) Division 2 submittal package. 1.05 WORK SCHEDULE: Proceed with the work as rapidly as the site becomes available, consistent with normal seasonal limitations for planting work. 1.06 PRODUCT DELIVERY, STORAGE AND HANDLING: A. Labeling: Furnish standard products in manufacturer's standard containers bearing original labels legibly showing quantity, analysis, genus/species and name of manufacturer/grower. B. Storage: Store products with protection from weather or other conditions, which would . damage or impair the effectiveness of the product. Protect metal containers from sun during summer months with temperatures above 80 degrees F. C. Handling: Do not lift or handle container plants by tops, stems or trunks at any time. Do not bind or handle plants with wire or rope at any time. D. Anti -Desiccant: At Contractor's option, spray all evergreen or deciduous plant material in full leaf immediately before transporting with anti -desiccant. Apply an adequate film over trunks, branches, twigs and foliage. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS . HOAG 125738 Page 4 RBB D611300 1.07 ANALYSES OF SAMPLES AND TESTS: A. Sampling: Right is reserved lodake and analyze samples of materials for conformity to specifications at any time. Furnish samples upon request. B. Rejected Materials: Remove rejected materials Immediately from the site at Contractot's expense. Pay cost of testing of materials not meeting specifications. 1.08 ESTABLISHMENT PERIOD AND FINAL ACCEPTANCE: See Operation and Maintenance of Landscape - Section 02970. 1.09 WARRANTY PERIOD: A. Warranty: Warrant that all trees, shrubs, groundcover, and vines planted under this Contract will be healthy and in flourishing condition of active growth one (1) year from date of Conditional Acceptance. B. Delays: All delays in completion of planting operations that extend the planting into more than one planting season shall extend the Warranty Period correspondingly. C. Condition of Plants: Plants shah be free of dead or dying branches and branch lips, with all foliage of a normal density, size and color. D. Replacements: As soon as weather conditions permit, replace, without cost to Owner all dead plants and all plants not in a vigorous, thriving condition, as determined by Architect during and at the end of Warranty Period. E. Exclusions: Contractor shall.not be held responsible for failures due to neglect by Owner, vandalism, etc., during the Warranty Period. Report such conditions. 1.10 REPLACEMENTS: A. General: 1. Plant materials exhibiting conditions that are determined as being unacceptable due to workmanship by the Contractor shall be repaired and/or replaced.at no additional cost to the Owner. 2. Closely match replacements to adjacent specimens of the same species. Apply all requirements of this Specification to all replacements. B. Replacement Quantities: Contractor shall be held responsible for a maximum of two (2) replacements for each failed tree, shrub and vine, and same area of groundcover planting after final acceptance during the Warranty Period. PART2-PRODUCTS 2.01 PLANT MATERIALS: A. General: HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS HOAG 125738 Page 5 RBB 0611300 1. Growing Conditions: Plants shall be nursery -grown in accordance with good horticultural practices under climatic conditions similar to those of project for at least two years unless otherwise specifically authorized. 2. Appearance: All plants shall be exceptionally heavy, symmetrical, tightly knit, so trained or favored in development and appearance as to be superior in form, number of branches, compactness and symmetry. 3. Vigor: Plants shall be sound, healthy and vigorous, well branched and densely foliated when in leaf. They shall be free of disease, insect pests, eggs, Plants shall be free from physical damage or adverse conditions which would prevent thriving growth. 4. Container Stock: Verify that all container stock has been grown in the containers in which delivered for at least six (6) months, but not over two (2) years. Samples must prove to be free of kinked, circling or girdling roots and with no evidence of a pot-bound condition. Do not install container plants that have cracked or broken balls of earth when taken from container. 5. Plant material shall be grown under climatic conditions similar to those in the locality of the project unless approved otherwise by the Owner's Authorized Representative 6. The use of plant material larger than that specified on the Drawings may be used, pending approval from the Owner's Authorized Representative, however, there will be no change in the Contract amount if the larger plant material is approved and used. B. Measurements: General: Measure plants when branches are in their normal upright position. Height and spread dimensions specified refer to main body of plant and not branch tip to tip. Take caliper measurement at a point on the trunk six (6") inches above natural ground line for trees up to four (4") inches iri caliper and at a point twelve (12") inches above the natural ground line for trees over four (4") inches in caliper. 2. Size Range: If a range of size is given, do not use plant materials less than the minimum size. Not less than forty (40%) percent of the plants shall be as large as the maximum size specified. The measurements specified are the minimum size ac; eptable and are the measurements after pruning, where pruning is required. Plants that meet the measurements specified, but do not possess a normal balance between height and spread shall be rejected. 3. Substitutions: Substituted plants shall be true to species and variety and shall conform to measurements specified except that plants larger than specified may be used if accepted. Use of such plants shall not increase Contract price. If larger plants are accepted, increase the ball of earth in proportion to the size of the plant. . C. Pruning: Do not prune plants before delivery. For pruning after installation, see Section 02970 — Operation and Maintenance of Landscape. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS HOAG 125738 Page 6 RBB 06113W D. Condition: Trees which have multiple leaders, unless specified, or damaged or crooked leaders, wig be rejected. Trees having a main leader shall not have been headed back. Trees with abrasions of the bark, sunscakis, disfiguring knots, or fresh cuts of limbs over three-quarter (3141 inch which have not completely callused, will be rejected. 2.02 BACKFILL MIX FOR ON -GRADE PLANT PITS: See Soil Preparation - Section 02920. 2.03 BACKFILL MIX FOR CONTAINER AND ON STRUCTURE PLANTING 70% Gillibrand PWG-30 sand. 30% Peat moss. 1 lb. Nitroform (38-0-0, 27% WIN). 2 Ibs.12--12-12 general planting fertilizer. 112 lb. Iron sulfate. 2 lbs. dolomite lime. 2 lbs. single superphosphate. 2.04 TREE, SHRUB AND VINE PLANTING FERTILIZER: "Agriform" 21 gram tablets with 20-10-5 (N- P-K) formula as manufactured by Sierra Chemical Company, Milpitas, California. Tel (408) 263- 8080, or accepted equal. 2.05 P.A.M. "SOIL DRAIN" SOLUTION PREPARATION (If required after soil tests): A. PAM "Soil Drain" shall be 25D-PPM solution. 1. Tank Method: Two (2 lbs.) pounds "Soil Drain" per 1,000 gallons of water. 2. Barrel Method: One -quarter (1/4) cup "Soil Drain" per 30 gallons water. B. Mixing: 1. Add "Soil Drain" powder slowly into stream jet of water into partially filled container. Agitate continuously while filling with hose. 2. After container is full, continue to agitate solution in container for complete dissolving. 2.06 STAKING MATERIALS: A. Tree Slakes: Lodgepole Pine with ten (10") inch tapered driving point and chamfered top, treated with copper napthanate or pentachioraphenol to heartwood, green color, as manufactured by C&E Lumber Company of Pomona, CA. Tel (714) 626-3591, or accepted equal. B. Ties: Thirty-six (36") inch type. V.I.T. Company, Inc. 15561 Product Lane, DA Huntington Beach, California 92649. Tel (714) 891-8338 or approved equal. 2.07 GUYING MATERIALS: A. Deadmen: With galvanized eyebolt centered and secured on its side Duckbill System as manufactured by Foresight Products Inc. Tel 1-800-325-5360 or approved equal. B. Hardware: is 1. Guying Cable: 7 x 19 Aircord, size as specified. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS HOAG 125738 Page 7 RBB 0611300 2. Turnbuckles: Galvanized or dip -painted and weldless. 3. Cable Clamps: Galvanized or copper, sizes as required. 4. Plastic Guy Covers: Three -eighths (318') inch diameter X three (3') feet long white plastic tubing. 2.08 VINE SUPPORTS: A. Anchors: Galvanized metal or plastic epoxy fastening type as approved. B. Tape: Polyethylene tape, one-half (112') inch width. 2.09 ROOT CONTROL BARRIERS - Universal Barrier, Type #UB24-2, "Deep -Root". Tel (415) 4,37- 9700 or approved equal. 2.10 WATER: A. Clean, fresh and potable, furnished and paid for by Owner. B. Transport as required. 2.11 WOOD CHIP MULCH: • A. "Forest Floor ® tree and shrub trimmings, %" inch to 1 Y2 " inch diameter free of sticks, dirt, dust and other debris nitrogen stabilized, as accepted. B. Manufacturer: Aguinaga Fertilizer Company, Inc. Irvine, CA (949) 786-9558 or approved equal. 2.12 GRAVEL AGGREGATE MULCH A. White colored crushed gravel aggregate as shown on the plans and schedules. Minimum depth to be 3-inches or as shown on the plans and details. 2.13 ANTI -DESICCANT: A. Anti -desiccants for retarding excessive loss of plant moisture and inhibiting wilt shall be sprayable, water insoluble vinyl-vinyledine complex which will produce a moisture retarding barrier not removable by rain. B. Wilt-pruf Formula NCF as manufactured by Nursery Specially Products, Greenwich, Connecticut, or approved equal. 2.14 GEOTEXTILE (FILTER FABRIC) A. M1raf1700X geotextile soil seperator available from Whitecap (714)258-3300, or approved equal. 2.15 ARBOR GUARD • Tree Guard, as manufactured by Deep Root Inc (415) 437-9700. or approved equal. HOAG MEMORIAL HOSPITAL PREBYfERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS • HOAG 125738 Page 8 RBB 0611300 2.16. WEED BARRIER FABRIC Permeable weed barrier fabric "Typar" as manufactured by Reemay, (800) 257-6687 or approved equal. 2.16 DRAINAGE AND SUBDRAINAGE MATERIAL: See Soil Preparation - Section 02920. 2.17 EROSION CONTROL MATERIALS A. Blankets: Biodegradable wood excelsior, straw, or coconut -fiber mat enclosed In a photodegradable plastic mesh. Include manufacturerrs recommended steel wire staples, 6 inches (150 mm) long. B. Fiber Mesh: Biodegradable twisted jute or spun -coin mesh, 0.92 lb per sq. yd. (0.5 kg per sq. m) minimum, with 50 to 65 percent open area. Include manufacturer's recommended steel wire staples, 6 inches (150 mm) long. PART 3 - EXECUTION 3.01 PREPLANT REVIEW: A. General: Do not commence planting work prior to acceptance of soil preparation. B. Finish Grades: Finish grades for all planting areas shah have been established in another section. Verify that all grades are within one (1") inch plus or minus of required finish grade and that all soil amendments have been installed as specified under Section on Soil Preparation. C. Notification: Submit written notification of all conditions inconsistent with specifications for soil preparation and mixing as, described in Soil Preparation - Section 02920. 3.02 DRAINAGE OF PLANTING AREAS: A. Surface Drainage: Maintain positive surface drainage of planted. B. Discrepancies: Submit in writing, all discrepancies in the Drawings or Specifications, obstructions on the site, or prior work done by others, which Contractor feels precludes maintaining proper drainage; include description of all work required for correction or relief of said discrepancies. C. Detrimental Drainage, Soils and Obstructions: Notification: Supply written notification of all conditions detrimental to growth of plant material. Slate condition and submit proposal and cost estimate for correcting condition. 2. Testing: a. Shrub Pits Test drainage of planting selected planting pits by filling with water twice in succession. b. Contractor is to perform a tree pit percolation lest (for trees larger than 15 gallon only) in each tree pit prior to planting the tree. Fill the tree pit to the top with water. If the water has not drained by more than 95% within 24 hours, do not plant the tree and bring this to the immediate attention of the Owner's HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS . HOAG 125738 Page 9 RBB 0611300 Authorized Representative. The Contractor may be required to either dig a substitute plant pit or to install a drainage sump in the existing plant pit. Substitute plant pits are the responsibility of the Contractor under the Base Bid. Drainage sumps are not part of the Base Bid and.compensalion will be awarded to the Contractor based on the Construction Agreement. c. Give written notification of conditions permitting the retention of water in planting beds for more than twenty-four (24) hours. 3. Correction: Submit for acceptance a written proposal and cost estimate for the correction before proceeding with work. 4. Obstructions: If rock, underground construction work, tree roots or other obstructions are encountered in the excavation of plant pits, alternate locations may be used as directed. Where locations cannot be changed, submit cost required to remove the obstructions to a depth of not less than six (6") inches below the required pit depth. Proceed with work after acceptance. 3.03 LAYOUT AND EXCAVATION OF PLANTING AREAS: A. Layout and Staking: Lay out plants at loca(ions shown on Drawings. Use color -coded wire flags for each specie of plant material. Stake each tree, vine and major shrub. Outline shrub and groundcover beds with lime. Locations of plants will be checked in the field by the Landscape Architect and may be adjusted to exact position before planting • begins. Right is reserved to refuse review at this time if, in his opinion, a sufficient quantity of plants is not available. B. Plant Pits: Excavate container -grown tree and shrub pits to the dimensions shown on details. 3.04 ROOT CONTROL BARRIERS: Install per manufacturer's most recent written installation instructions to install in locations shown on plans. If not shown install at back of curb and along sidewalks to create the largest root area possible. 3.05 CONCRETE MOW STRIP, HEADER BOARD and STEEL EDGING: A. General: Install mow and steel edging strip prior to installation of adjacent sprinkler irrigation system. B. Headers: Install true to line and grade as shown on the Drawings. Align edges and set flush with adjacent paving. Protect adjacent improvements from damage C. Stakes and splices for header board shall be nailed solidly with galvanized common nails. Set top of stakes 1" 3.06 BACKFILL MIX FOR SHRUBS AND TREES (On -grade Planting Areas) A. The following backfill mix is for bid price basis only. Final backfill recommendations will be made only after rough and fine grading operations are completed and horticultural soil testing has been performed and paid for by the Contractor and approved by the Owner's Authorized Representative. . 7 parts by volume on -site soil. 3 parts by volume nitrolized stabilized Fir bark. 2 lbs. iron sulfate per cubic yard of mix. HOAG MEMORIAL HOSPITAL PRE13YTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS . HOAG 125738 Page 10 RBB 0611300 181bs. of Gro-Power Plus per cubic yard of mix. Planting tablets - quantity based on size of plant. B. Thoroughly blend the backfill mix prior to placement. C. Do not apply iron sulfate over paved materials since severe staining is likely to occur 3.07 PLANTING OPERATION& A. General: 1. Protect plants at all times from sun or drying winds. 2. Keep plants that cannot be planted immediately upon delivery in the shade, well protected and well watered. B. Handling of Plant Materials: 1. Remove canned stock carefully after cans have been cut on two skies with accepted cutter. Do not use spade to cut cans. 2. Lift and handle plants only from the bottom of the ball. If rootball is cracked or broken during handling, plant shall be rejected. • C. Installation: 1. Pit Preparation: Add the appropriate amount of backfill mix to the bottom of the plant pit and blend into the existing soil. Tamp and compact mix. 2. Positioning: After removing plant from container, scarify side of root ball to prevent root -bound condition and position plant in planting pit. 3. Backfilling: Use backfill mix to backfill on -grade plant pits. Set each plant plumb and brace rigidly in position until planting soil has been tamped solidly around the ball and roots. When plant pits have been backfilled approximately 2/3 full, water thoroughly and saturate root ball, before installing remainder of the backfill mix to top of pit, eliminating all air pockets. 4. Staking and/or Guying: Stake or guy as outlined below. 5. Fertilizer Tablets: Place evenly distributed in plant pits when backfilled 2/3 according to the following schedule: 1 gallon can - 2 tablets 5 gallon can - 4 tablets 15 gallon can - 6 tablets 24" box - 8 tablets 36" box -10 tablets 48" box -12 tablets 60" box -14 tablets D. Adjustment: Adjust plants so that after full settlement has occurred, the natural grade at the base of the plants is two (2") inches above the adjacent planting finish grade. — HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS • HOAG 125738 Page 11 RBB 0611300 E. Watering Basin: Form saucer with four (N) inch high berm centered on tree and shrub pits twelve (12") inches wider than ball diameter. Do not form saucer around trees in lawn areas. F. Watering: Water all plants immediately after planting. G. Labels: Remove all nursery -type plant labels from plants. 3.08 STAKING AND GUYING: A. General: 1. Trees shall be able to stand upright without support, and shall return to the vertical after their tops have been deflected horizontally and released. All plant materials shall remain plumb and straight for all given conditions from installation through the guarantee period. 2. Use either staking or guying method at Contractor's own option, subject to acceptance. 3. Trees supplied with well -tapered, strong trunks which will stand-alone may be staked with two (2) stakes and tied per this section. 4. Tree support, if required, shall be done as outlined on the following tables. • B. Staking: Stake all trees under three (3") inches in caliper (36" box) in accordance with the following table: Tree Caliper (aD 12" Number of Stakes Stake Size Above grade 24" box (tot 3/4"cal) 2 2" diameter X 8' min. 36" box (2" to 3" cal) 2 3 1/2" diameter X 10' min_ 1. Locate stakes in a line with trunk of tree, perpendicular to prevailing wind and as close to the main trunk as is practical, avoiding root injury. Drive stakes at least thirty-six (36") inches into firm ground: 2. Remove tree from nursery -supplied stake and tie to new stakes using two accepted tree ties. Find proper height for point of tree lies and attach as follows: a. Hold trunk in one hand, pull top to one side and release. Height at which trunk will snap back to upright is Base Height. Attach tree ties to trunk six (6") inches above Base Height. b. Nail V.I.T. ties to stakes per manufacturer's most recent published instructions. Cut off any remaining stake after total securement to within two (2") inches of upper tree lie. C. Guying: HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS HOAG 125738 Page 12 RBB 0611300 1. Guy trees at points of branching with guys spaced equally around and outside perimeter of bah. Cover guys with rubber hose at points of contact with bark. Position guys at crotches and fasten to a deadman. 2. Guys: Provide one (1) turnbuckle for each guy. Use two (2) cable clamps at each cable connection. Place while plastic guy covers on all guys. 3. Manufactured Product: Install per manufacturer's instructions unless modified by Landscape Architect. Tree caliper Guys Wire Size Turnbuckle Deadrrlen 012" Above Grade 42" box (3-1/4' to 4-1/2" cat) 3 1/8" diam. 114' X 4' Model 68 48" box (4-3/4" to 6" cal) 3 3116' diam. 5/16"X4-1/2" Model 88 60' box (6-114" to 8" cal) 3 3116' diam. 5/16"X4-1/2" Model 138 3.09 TRAINING OF VINES AND ESPALIERS: A. Anchors: Place as many anchors as required to support the plant and its branching structure as directed. B. Ties: Tie branches to anchors with vinyl ribbon ties. C. Small Vines: Secure to wall or fence with polyethylene tape at ten (10") inch intervals. . 3.10 PRUNING: See Operation and Maintenance of Landscape- Section 02970. 3.11 MULCHING: A. WOOD MULCH INSTALLATION 1. Install a two (2") inch minimum, deep layer of mulch over all tree, shrub and groundcover areas including individual tree and shrub watering basins. B. GRAVEL AGGREGATE MULCH INSTALLATION 1. Evenly spread gravel aggregate mulch throughout all designated planting areas to the depth indicated on the Drawings. Refer to the Drawings for gravel aggregate mulch locations. 2. Protect all plants during the installation of gravel aggregate mulch. Plants damaged during this operation shall be replaced at the Contractor's expense. 3. Do not contaminate the gravel aggregate mulch with the soil. Contaminated gravel aggregate mulch shall be corrected either by removal and replacement or by washing at the Contractor's expense. 3.12 GROUNDCOVER PLANTING' A. Tilling: Surface soil in areas to be planted with groundcover shall be tilled to a depth of six • (6") inches. Planting soil amendments should be uniformly broadcast and thoroughly incorporated to a depth of six (6") inches by means of roto-tiller or equal. _ HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02950 CW-PED LINK FIBER OPTIC CABLE REROUTE PLANTS HOAG 125738 Page 13 RBB 0611300 B. Planting: Plant groundcover plants at optimum depth for proper growth. Avoid air pockets. Equally space triangularly, at distances called for in the Drawings. C. Watering: Water, bed thoroughly after fertilizer application. Wash all fertilizer from leaves of plant materials. 3.13 PLANTING IN PRE -CAST OR CAST IN PLACE CONCRETE AND/OR FIBERGLASS PLANTERS: A. Drain Rock: Place two (2') inches of drain rock in bottom of pot. B. Filter Fabric: Cover drain rock with filter fabric and run 4 inches up side of pot wall. C. Soil Mix: Fill balance of planter with soil mix. D. Drain Test: Fill 113 full with water to insure positive drainage. Planter should totally drain within five (5) minute's. E. Planting: Install plant materials as shown on Drawings. 3.14 WEED CONTROL FABRIC INSTALLATION A. Verification of Existing Grades: Verify that grades are within 1 in. plus or minus of the required finished grades. Report all variations to the Architect. B. Clearing of Debris: Clear all planting areas of stones 2 in. diameter and larger, weeds, debris and other extraneous materials prior to placing weed control fabric. C. Place and tack weed control fabric per manufacturers recommendations. 3.15 EROSION CONTROL MATERIALS INSTALLATION A. Protect planted slopes exceeding 1:4 against erosion with erosion -control blankets installed and stapled according to manufacturer's recommendations. B. Protect planted slopes exceeding 1:6 against erosion with jute or coir-fiber erosion -control mesh installed and stapled according to manufacturer's recommendations. 3.16 CLEAN-UP A. Keep all areas of work clean, neat and orderly at all times. B. Clean up and remove all deleterious materials and debris from the entire work area prior to Final Acceptance. END OF SECTION 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02970 CW-PED LINK FIBER OPTIC CABLE REROUTE OPERATION & MAINTENANCE HOAG125738 OFLANDSCAPE RBB 0611300 Page 1 1.00 GENERAL 1.01 GENERAL CONDITIONS A. General Conditions, Supplementary Conditions, and applicable portions of Division 1 apply to Work of this Section as if printed herein. 1.02 SCOPE OF WORK A. After landscape planting and irrigation work have been completed, reviewed and accepted by Owner, furnish materials, labor, transportation, services and equipment necessary to provide landscape maintenance as indicated on Drawings and as specified here'in.- B. Work included in this Section: 1. Continuous maintenance of plant material and irrigation system during specified landscape maintenance period. C. Work related in other Sections: 1. Section 02810 - Irrigation System: Adjustment and repair of irrigation system. 2. Section 02950— Plants: Installation of landscape planting. 3. Section 02930—Turfs and Grasses: Installation of sodded lawns. 1.03 LANDSCAPE MAINTENANCE PERIOD A. Landscape Maintenance Period: 90 days from date of Final Acceptance. Contractor may at discretion of Owner's Authorized Representative, be allowed to proceed into landscape maintenance period if planting and irrigation is deemed substantially complete by Owner's Authorized Representative. B. Continuously maintain areas involved in this Contract during progress of Work and during landscape maintenance period until Final Acceptance by Owner has been granted. C. Improper landscape maintenance or possible poor condition of planting at termination of the scheduled landscape maintenance period may caus6 landscape maintenance period to be continued at no cost to Owner. D. In order to carry out plant establishment work, furnish sufficient.men and adequate equipment to perform Work during landscape maintenance period. E. Request an observation of Work by Owner's Authorized Representative to begin landscape maintenance period after planting and related work has been completed in accordance with Contract Documents. A prime requirement is that groundcover and turf areas be planted and show a consistent and healthy appearance. Mow turf at least two times, no closer than one week apart. If such criteria is met to satisfaction of Owner's Authorized Representative, a field report may be issued to Owner recommending a start dale to begin landscape maintenance period. F. Any day that Contractor fails to adequately perform landscape maintenance, as determined necessary by Owner's Authorized Representative, that day will not be credited as one of landscape maintenance working days. G. Prior to being placed on landscape maintenance, submit a schedule of activities planned during landscape maintenance period. This schedule needs to be accepted by Owner's Authorized Representative prior io start of landscape maintenance. Document scheduled changes and HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02970 CW-PED LINK FIBER OPTIC CABLE REROUTE OPERATION & MAINTENANCE HOAG 125738 OF LANDSCAPE RBB 0611300 Page 2 obtain acceptance by Owner's Authorized Representative. 2.00 PRODUCTS 2.01 GENERAL A. Provide materials used during landscape maintenance work in accordance with requirements of Section 02950 -Plants and the following: 1. Shrub and GroundcoVer Planting Fertilizer. a. Consisting of following minimum percents by weight: 14% Nitrogen. 4% Phosphoric Acid. 9% Potash. 30% Humus. 6% HumicAcid. 3% Sulfur. b. Acceptable Manufacturers: 1) Gro-Power Hi Nitrogen; Gro-Power (909) 393-3744. B. Submit a list of materials that are to be used during landscape maintenance that are not specified in Section 02950 -Plants in written form to Owner's Authorized Representative for review and approval. 3.00 EXECUTION 3.01 GENERAL LANDSCAPE MAINTENANCE A. Keep landscape areas free of debris. B. Keep planted areas weed -free. Cultivate at intervals of not more than 10 days. C. Maintain adequate protection of Work area. Repair damaged areas. D. Between 15th day and 20th day of landscape maintenance period, re -sod spots or areas within turf areas where normal turf growth is not evident. E. Clean paved areas weekly. 3.02 TREE AND SHRUB CARE A. Watering: 1. Maintain a large enough water basin around trees and shrubs so that enough water can be applied to establish moisture through major root zone. 2. When hand watering, use a water wand to break water force. 3. Replenish wood mulches to reduce evaporation and frequency of watering. 4. Regulate irrigation watering times to minimize erosion and gullying. B. Pruning: 1. Trees: a. Prune Trees To: 1,) Select and develop permanent scaffold branches that are smaller in diameter �.J 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02970 CW-PED LINK FIBER OPTIC CABLE REROUTE OPERATION & MAINTENANCE HOAG 125738 OF LANDSCAPE RBB 06M00 Page 3 than trunk or branch to which they are attached which have vertical spacing of from 1 &inches to 48-inches and radial orientation so as not to overlay one another. 2) To eliminate diseased or damaged growth. 3) To eliminate narrow V-shaped branch forks that lack strength. 4) To reduce toppling and wind damage by thinning out crowns. 5) To maintain growth within space limitations. 6) To maintain a natural appearance and to balance crown with root mass. b. Under no circumstances, will stripping of lower branches "raising -up" of young trees be permitted. C. Retain lower branches in a "tipped -back" or pinched condition with as much foliage as possible to promote caliper trunk -growth. d. Cut lower branches flush with trunk only after tree is able to stand erect without staking or other support. e. Remove sucker growth. f. Thin evergreen trees and shape when necessary to prevent wind and storm damage. 2. Shrubs: a. Overall objective of shrub pruning is same as for trees. b. Do not clip shrubs into balled or boxed forms unless approved initially by Owner's Authorized Representative. C. Make pruning cuts on lateral branches or buds flush with trunk. d. Do not "stub" branches. C. Tree Staking and Guying: 1. Restake, tighten and repair damaged ties and guys_ 2. Reset to proper grades or upright position, trees that are not in their proper growing position. 3. Inspect stakes and guys to prevent girdling of trunks or branches and to prevent rubbing that may cause bark wounds., D. Weed Control: 1. Keep planted areas free of weeds. 2. Use recommended legally approved herbicides. 3. Avoid frequent soil cultivation that destroy shallow surface roots. 4. Replenish lost wood mulch to reduce weed growth. Maintain a 2-inch mulch layer. E. Insect and Disease Control: 1. Maintain insect and disease control during landscape maintenance period. F. Fertilization: 1. Fertilize planting areas with application of Shrub and Groundcover Planting Fertilizer at the rate of 7 1/2 pounds per 1,000 square feet 30 days after planting. 2. Repeat fertilizer application at 30 day intervals until end of landscape maintenance period. G. Replacement of Plants: Replace dead, dying and missing plants of a like size and condition as to those that were originally installed at no cost to Owner. • 3.03 GROUNDCOVER CARE A. Weed Control: Control weeds with chemical systemic spray or by hand so as to cause minimal damage to planted materials. HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02970 CW-PED LINK FIBER OPTIC CABLE REROUTE OPERATION & MAINTENANCE . HOAG 125738 OF LANDSCAPE RBB 0611300 Page 4 B. Watering: Water enough so that moisture penetrates throughout root zone and only as frequently as necessary to maintain healthy growth. C. Fertilizing: Fertilize as specified under Tree and Shrub care of this Section. D. Edge groundcover to keep In bounds and UGn top growth as necessary to achieve an overall even appearance. E. Replace dead, dying and missing plants of a like site and condition as to those that were originally installed. 1. Seeded Areas C. Between the 15th day and the 201h day of the maintenance period, reseed or re -sod all spots or areas within the seeded area where normal growth is not evident as determined by the Owner's Authorized Representative. 3.04 TURF CARE A. Mowing and Edgira 1. Commence mowing of turf when turf has reached a recommended height for specified species. 2. Mow weekly after first cut. • 3. Turf must be well established and free of bare spots and weeds prior to Final Acceptance. 4. Remove excess grass clippings- S. Trim paved edges at least twice monthly or as needed for a neat appearance. 6. Blow or vacuum grass clippings off paved areas. B. Watering: Water turf at such frequency as weather conditions require to replenish soil moisture below root zone and maintain healthy turf growth. C. Fertilizing: Fertilize turf areas with applications of turf fertilizer on 30 day intervals until end of landscape maintenance period. D. Weed Control: If needed, control broadleaf weeds with selective herbicides. 3.05 IRRIGATION SYSTEM A. Provide maintenance of irrigation system consisting of cleaning and adjusting sprinkler nozzles, repairing damaged equipment, servicing valves, programming controllers and other activities required during landscape maintenance period. 3.06 FINAL WALKTHROUGH A. At completion of landscape maintenance period, schedule a Final Walklhrough with Owner's Authorized Representative. B. Owner, General Contractor and others deemed necessary by Owner's Authorized Representative may be present at Final Walklhrough. . C. If, during Final Walklhrough Owner's Authorized Representative is of opinion that landscape maintenance has been substantially completed in accordance with this Section, written notice of _ recommendation to allow Contractor to be released from Project will be submitted to Owner for approval. This repor: will note any incomplete punch list items from Final Walkthrough and a 0 L_J 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 02970 CW-PED LINK FIBER OPTIC CABLE REROUTE OPERATION & MAINTENANCE HOAG 125738 OF LANDSCAPE RBB 0611300 Page 5 date on which these items must be completed. Complete remaining punch list items within five working days after Final Walkthrough was performed by Owner's Authorized Representative. 3.07 CLEANUP A. Upon completion landscape maintenance, remove rubbish, waste and debris resulting from Contractor's operations. B. Repair scars, ruts or other marks in landscaped areas caused by Contractor. C. Remove equipment, implements of service, and leave Work area in a neat and clean condition. Sweep clean paved areas. END OF SECTION L J 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE RBB 0611300 PART1 - GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE 1.02 SUMMARY SECTION 03200 CONCRETE REINFORCEMENT Page 1 A. Section Includes: 1. Reinforcing bars for cast -in -place concrete. 2. Accessories, including but not limited to, chairs and tie wires. 1.03 SUBMITTALS A. Shop Drawings: Submit including complete layouts, sections, and details, typical bending diagrams and offsets, splice lengths and locations, proposed layout where vertical and horizontal bars intersect. B. Certification: Submit copies of welding operator's certificate. C. Chemical Analysis: Provide for bars to be welded, in accordance with code. D. Provide wrlitten verification of recycled content from manufacturer. 1.04 QUALITY ASSURANCE A. Source Quality Control: Refer to Section 01400 for general requirements and to following paragraphs.for specific procedures. Testing Laboratory shall perform following conformance testing, shall select test samples of bars, ties, and stirrups from the material at the site or from place of distribution, each sampling including at least two 18" long pieces, and perform the following tests according to ASTM A615 and/or A706. 1. Identified Bars: If samples are obtained from bundles as delivered from the mill, identified as to heat number, accompanied by mill analyses and mill test reports, and properly tagged with Identification Certificate so as to be readily identified, perform one tensile and one bend test for each 10 tons or fraction thereof of each size of bars. Submit mill reports when samples are selected. 2. Unidentified Bars: When positive identification of reinforcing bars cannot be made and when random samples are obtained, perform tests for each 2.5 tons or fraction thereof, one tensile and one bend lest from each size of bars. B. Certification of Welders: All welding both in shop and in field shall be performed by certified welding operators. HOAG MEMORIAL HOSPITAL PRESBYTERIAN OW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 126738 RBB 0611300 1.05 MARKING AND SNIPPING SECTION 03200 CONCRETE REINFORCEMENT Page 2 A. Bundle bars, tag with Identification, and transport and store so as not to damage any material. Use metal tags Indicating size, length and other marking shown on placement drawings. Maintain tags after bundles are broken. 1.06 EXTRA MATERIAL A. Provide and install 25 tans of reinforcing steel in addition to quantities shown on drawings. This additional steel shall be installed during construction, in sizes and locations as directed. Provide unit price for purpose of adjusting contract price to reflect quantity of extra material actually used. PART 2-PRODUCTS 2.01 MATERIALS A. Reinforcing bars: ASTM A706, Grade 60, unless otherwise indicated on drawings. 1. Reinforcing bars shall contain a minimum of 25% post consumer recycled content. B. Reinforcing bars for welding: ASTM A706, Grade 60. C. Reinforcing mesh: ASTM A185, mesh size and gauge as shown, 60 ksi minimum tensile strength. Provide mesh In fiat sheets only. D. Tie wire: ASTM A82, Annealed copper -bearing steel, 16 gauge minimum. E. Chairs and similar support items: 1. Standard manufactured products conforming to CRSi Manual of Standard Practice. 2. Use dense precast concrete supports with embedded wire ties for reinforcement placed on grade. Elsewhere, use wire bar supports. 2.02 FABRICATION OF REINFORCING BARS A. Comply with CRSI Manual of Standard Practice for Reinforced Concrete Construction for fabrication of reinforcing steel. B. Bending and Forming: Fabricate bars of the indicated sizes and bend and form to required shapes and length's by methods not injurious to materials. Do not heat reinforcement for bending. Bend bars No. 6 size and larger in the shop only. Bars with unscheduled kinks or bends are subject to rejection. Use only tested and approved bar materials. 0 0 HOAG MEMORIAL HOSPITAL PRESBYfERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 126738 RBB 061130011300 PART 3 - EXECUTION 3.01 INSTALLATION OF REINFORCING SECTION 03200 CONCRETE REINFORCEMENT Page 3 A. Provide additional reinforcing bars at wall and slab openings as required. Befbre placing bars, and again before concrete is placed, clean bars of loose mill scale, oil, or any other coating that might destroy or reduce bond. B. Securing in Place: Accurately place bars and wire tie in precise position where bars cross. Bend ends of wire ties away from the forms. Wire tie bars to corners of ties and stirrups. Support bars according to the current edition of "Recommended Practice for Placing Bar Supports" of Concrete Reinforcing Steel Institute, using approved accessories and chairs. Place precast concrete cubes with embedded wire ties to support reinforcing steel bars in concrete placed on grade and in footings. Use care not to damage vapor barriers where they occur- C. Exposed Concrete Surfaces: Provide stainless steel or exterior quality vinyl plastic tipped chairs, bolsters, and accessories where exposed on exterior or interior concrete surfaces not to be painted or permanently covered. D. Clearances: Maintain minimum clear distances between reinforcing bars and face of concrete as indicated or directed. E. Splices: Do not splice reinforcing bars at the points of maximum stress except where indicated. Lap splices as shown or required to develop the full strength or stress of bars. Stagger splices in horizontal wall bars at least 48" longitudinally in alternate bars and opposite faces. F. Field Welding of Bars: As specified for fabrication. G. Maintaining Bars In Position: Take adequate precautions to assure that reinforcing position and spacing is maintained during placement of concrete. 3.02 FIELD QUALITY CONTROL A. Inspection: Obtain inspection and approval of reinforcing before concrete is placed. END OF SECTION 03200 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 PART 1 - GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Furnishing and placing reinforcing for cast -in -place concrete. 1.02 SUMMARY SECTION 03300 CAST -IN -PLACE CONCRETE Page 1 A. Section Includes: 1. Furnishing, placing, patching, and initial curing of cast -in -place concrete unless otherwise specified. 2. Grout and drypack, except as otherwise specified. 3. Placing of embedded anchor bolts and inserts. 4. Slurry concrete. 1.03 SUBMITTALS • A. Certificates: Certify that materials meet requirements of paragraph "Quality Assurance". B. Delivery Tickets;. With each transit truck, provide delivery ticket, sighed by an authorized representative of the batch plant, containing all information required by ASTM C94, as well as time batched, type and brand of cement, cement content, maximum size of aggregate and total water content. C. Provide written verification of fly ash content of cement. 1.04 QUALITY ASSURANCE A. Compliance with Regulations: All materials shall comply with the current rules and regulations of the local air quality management district, with the rules regarding volatile organic compounds, and with FDA rules and regulations for dangerous substances in construction products. B. Concrete Manufacturer: Furnish concrete from licensed commercial ready -mix concrete plants conforming to ASTM C94 and approved by Building Official. Requirements herein govern when exceeding ASTM C94. C. Allowable Tolerances: Construct concrete conforming to the tolerances specified in ACI 117 "Recommended Tolerances for Concrete Construction and Materials", as applicable, unless exceeded by requirements of regulatory agencies or otherwise indicated or specified D. Source Quality Control: Refer to the following paragraphs for specific procedures. Concrete materials which, by previous tests or actual service, have shown conformance may beused without testing when so approved by the Architect and Building Official. Testing Laboratory shall perform following conformance testing. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 03300 CAST -IN -PLACE CONCRETE Page 2 1. Portland Cement: Furnish Mill Certificates, acceptable to Architect and Building Official, showing conformance with requirements specified; otherwise, the Testing Laboratory shaft test each 250 barrels of cement in accordance with ASTM C150. 2. Aggregate For Normal Weight Concrete: Test the aggregate before and after concrete mix is designed and whenever character of aggregate varies or source of material is changed. include a sieve analysis. Obtain samples of aggregates at the dry batching or ready -mix concrete plant in accordance with ASTM D75 and perform tests for the following properties: PHYSICAL PROPERTIES Physical Properties, units Test Method Minimum values Sieve analysis ASTM C136 Organic impurities ASTM C40 Fine aggregate not darker than reference standard color Soundness ASTM C88 Loss after 5 cycles not more than 8 percent of coarse aggregate, nor more than 10 percent of fine aggregate Abrasion ASTM C131 Weight loss not more than 10.5 percent after 100 revolutions, 42 percent after 500 revolutions Deleterious materials ASTM C33 Materials finer tham No. 200 sieve ASTM C117 Not over 1 percent for gravel, 1.6 percent for crushed aggregate Reactivity potential ASTM C227, C289, Ratio of silica released to reduction C342 in alkalinity not to exceed 1.0. Sand equivalent ASTM D2419 California sand equivalent values operating range not below 71 percent 3. Lightweight Aggregates: Test the lightweight aggregates before mix is designed and whenever the character of aggregate varies or source is changed in accordance with ASTM C330. Include a sieve analysis and report on unit weights, deleterious substances, unburned or underburned lumps, loss on ignition, soundness, and staining materials. r1 r1 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 03300 CW-PED LINK FIBER OPTIC CABLE REROUTE CAST -IN -PLACE CONCRETE . HOAG 125738 Page 3 RBB 0611300 1.04 CONCRETE MIX DESIGNS: Testing Laboratory shall design concrete mixes for concrete requiring 28-day compressive strength exceeding 2,000 psi. Contractor shall bear all costs for concrete mix designs. Mix design shall be signed and sealed by a California Register Engineer. A. Strength Requirements: Design mixes for structural concrete for minimum 28-day compressive strengths required by Drawings and Specifications. All mix designs for structural concrete shall be proportioned in accordance with Section 3.9 of ACI 301. If trial batches are used, the mix design shall be prepared by an independent testing laboratory and shall achieve an average compressive strength 1,200 psi higher than the specified strength. This over -design shall be increased to 1,400 psi when concrete strengths over 5,000 psi are used. B. Basis of Mix Designs: Design A mixes for workability and durability of concrete. Control mixes in accordance with AC1301. Make adjustments in waterlcement ratios as necessary for required concrete strengths at the Contractor's expense. Calcium chloride, thiocyanates or admixtures containing more than 0.05 percent chloride ions are not permitted. C. Maximum Aggregate Sizes: Not exceeding 3/4 of minimum clear space between bars and between bars and forms, nor larger than 115 of least dimensions between the forms. Design the mixes with 1" maximum size. 1.05 DELIVERY, STORAGE, AND HANDLING A. Deliver all materials in timely manner to ensure uninterrupted progress of the Work B. Store materials by methods that prevent damage and permit ready access for inspection and identification. 1.06 PROJECT SITE CONDITIONS A. Do not place concrete during rain or adverse weather conditions without means to prevent all damage. Conform to requirements specified hereinafter whenever concrete placement is required during cold or hot weather. PART 2 - PRODUCTS 2.01 MATERIALS A. Portland cement: Use ASTM C150, Type II cement from one approved source for all other concrete as indicated and approved by the architect. . B. Aggregates: 1. Normal weight aggregates: ASTM C33. HOAG MEMORIAL HOSPITAL PRESBYfER1AN SECTION 03300 CW-PED LINK FIBER OPTIC CABLE REROUTE CAST -IN -PLACE CONCRETE HOAG 125738 Page 4 RBB 0611300 C. Admixtures: 1. Chemical (Water Reducing) Admixture. ASTM C494, Type A, D, or E. Only one !rand. When used, are subject to approval of Architect, and must reduce the mixing water at least 10 percent without entraining air in excess of 2 percent by volume. If the water reducing agent entrains more than 2 percent air, the water reduction shall be at least 12 percent, but in no case shah the water reducing agent entrain air in excess of 4 percent. 2. Air -entraining admix: ASTM C260. 3. Pozzolan: ASTM C618, Class F or C Fly Ash,100 pounds maximum per cubic yard, containing 1 percent or less carbon. Fly ash shall not be used in excess of 25 percent at foundation and 20 percent at all other locations, measured by percentage weight of total cement quantity. D. Water. From potable domestic source. E. Curing Materials: 1. Liquid Curing compound: ASTM C309, Type I, Class B, W.R. Meadows 1100 Series, Master Builders "Mastercure W", or equal, complying with Rule 1113 of the South Coast Air Quality Management District and Federal Air Quality Regulation 40 CFR 52.264, 2. Curing sheet: ASTM C171, non -staining white types. 3. Evaporation retardant and finishing aid: Master Builders "Confilm", Euclid "Eucobar", or equal. P. Non -shrink grout: Conform to Corps of Engineers CRD-C 621, and as follows: 1. Metallic for concealed areas: Master Builders "Embeco 885", or equal, non -gas -forming and free of oxidizing catalysts and inorganic accelerators, used as dry or damp pack, or mixed to a 20- second flow (CRC-C 621), without segregation or bleeding at any temperature between 45 degrees F and 100 degrees F. Working time 30 minutes or more. 2. Non-metallic for exposed areas: Master Builders "Masterflow 928", or Euclid "Euco Hi -Flow Grout". with some characteristics as specified for concealed areas. 3. Epoxy grout where indicated: Multi -component, premeasured, fast -curing combination of thermosetting resins and inert fillers, Master Builders "Ceilcote 648", Sikadur 42 Industrial Group - Pak by Sika Chemical Corporation, or Euclid "Euco High Strength Grout". G. Drypack: Field mixture of 1 part Portland cement to 2 parts fine aggregate mixed to a damp consistency such that a ball molded in the hands will stick together and hold its shape. Al Contractor's option, the specified admixture may be added for increased workability at lower water/cement ratio. to lieu of field mixing, Contractor may use factory mixed drypack material, such as Master Builders "SetGroul" or Euclid "Euco Dry Pack Grout". H. Bonding Agent: "Weld -Crete", manufactured by Larsen Products Co., P.O. Box 2127, Rockville, MD 20852, Master Builders "Concresive", or equal. 2.02 CONCRETE MIXING A. Furnish ready -mixed concrete from an approved concrete batch plant. Conform to ASTM C94, . except materials, testing, and mix designs as specified herein. Use transit mixer trucks equipped with automatic devices for recording number of revolutions of drum. — 0 is HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125736 RBB 0611300 SECTION 03300 CAST -IN -PLACE CONCRETE Page 5 B. Admixtures: All approved admixtures shall be introduced into the concrete at the batch plant. Field additions are not acceptable. C. Slump: Adjust quantity of water so concrete at point and time of placing does not exceed the following slumps when tested according to ASTM C143. Use the minimum water necessary for workability required by part of structure being cast. SLUMP AND WATER/CEMENT RATIOS Part of Structure Maximum Slump Inches Maximum Water - Cement Ratio Footings, foundation walls, and mass concrete, not reinforced 4 +A V 0.5 Slabs on grade, reinforced and non -reinforced 4 +/- 1" 0.45 Reinforced concrete over 8" thick 4 +/-1" 0.5 Reinforced concrete 8" or less thick 4 +/-1" 0.5 All other concrete 4 +/- 1" 0.5 2.03 SLURRY CONCRETE A. Slurry concrete shall conform to requirements of this section for regular concrete, except that testing will not be required. Slurring concrete shall contain not less than 2 sacks of cement per cubic yard. Aggregate may be material selected from excavation, free from organic matter, or imported fill, conforming to the following gradation: Sieve Size Percent passing 100 1" 80 - 100 3/4" 60 -100 3/8" 50 -100 No. 4 40 - 80 No. 100 10 - 40 B. Sufficient water shall be added to produce a fluid, workable mix that will flow and can be pumped without segregation of aggregate. Materials shall be mechanically mixed until the cement and water are thoroughly dispersed. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 03300 CW-PED LINK FIBER OPTIC CABLE REROUTE CAST -IN -PLACE CONCRETE . HOAG 125738 page 6 RBB 0611300 PART 3 -EXECUTION 3.01 PREPARATION FOR CONCRETE PLACING A. Remove all free wa?er from forms before concrete is deposited. Remove hardened concrete, debris, and foreign materials from interior surfaces of forms, exposed reinforcing, and from surfaces of mixing and conveying equipment. B. Welting: Wet wood forms sufficiently to tighten up cracks. Wet other materials sufficiently to reduce adsorption and to help maintain concrete workability. C. Earth Subgrade: Dampen 24 hours before placing concrete, but do not muddy. Re -roil where necessary for smoothness and remove loose material. 3.02 CONCRETE PLACING A. Conveying and Placing: Do not place concrete until the reinforcing steel, forms, or metal decking have been approved. Do not use aluminum tubes or any aluminum equipment for pumping concrete, nor allow concrete to free fall from its point of release at mixer, hoppers, tremies, or conveying equipment more than 6 feet for concealed concrete and 3 feet for exposed concrete. Deposit concrete so that the surface Is kept level throughout, a minimum being permitted to flow from one portion to another. Place concrete in horizontal layers not more than I W thick within 45 minutes after water is first added to the batch. Place concrete by methods that prevent segregation of materials. 1. Where new concrete is placed against or on old or existing concrete, apply bonding agent to properly prepared surface of old concrete prior to placement of new concrete. B. Compacting: Compact each layer of the concrete as placed with mechanical vibrators or equivalent equipment. Transmit vibration directly to concrete and in no case through the forms unless approved. Accomplish thorough compaction. Supplement by rodding or spading by hand adjacent to forms. Compact concrete into corners and angles of forms and around reinforcement and embedded fixtures. Recompact deep sections with congestion due to reinforcing steel as required. C. Operation of Vibrators: Do not horizontally transport concrete in forms with vibrators not allow vibrators to contact forms or reinforcing. Push vibrators vertically into the preceding layers that are still plastic and slowly withdraw, producing maximum obtainable density in concrete without creating voids or segregation. in no case disturb concrete that has partially set. Vibrate at intervals not exceeding two-thirds the effective visible vibration diameter of the submerged vibrator. Avoid excessive vibration that causes segregation. Use and type of vibrators shall conform to ACI 309 "Recommended Practice for Consolidation of Concrete". D. Correction of Segregation: Before placing next layer of concrete, and at the top of last placement for vertical elements, remove concrete containing excess water or fine aggregate or showing deficiency of coarse aggregate and fill the space with compacted concrete of correct proportions. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 03300 CW-PED LINK FIBER OPTIC CABLE REROUTE CAST -IN -PLACE CONCRETE HOAG 126738 Page 7 RBB 0611300 3.03 CURING FORMED CONCRETE A. Keep forms containing concrete in a wet condition until removed. Keep concrete continuously moist for not less than 7 days after placement. Keep concrete moist with a fine fog water spray until protected by curing media. B. . During times of dry or excessive winds, high ambient temperature, low humidity, or other ambient conditions causing rapid drying, use specified evaporation retardant and finishing aid material according to the manufacturer's instructions and cure concrete with a fine fog spray of water, or equal, applied both during and after finishing and continued until final curing operations are started. C. Use the water curing method, curing sheet material, or a clear liquid membrane -forming curing compound except as otherwise specified. D. Do not use any type of finishing or curing materials or methods that interfere with the correct application or bonding of subsequent materials; verify exact requirements as they apply to all applicable materials. 3.04 GROUTING AND DRYPACKING . A. Install as indicated or required. Where grouting and drypacking is part of the work of other sections, it shall conform to the following requirements, as applicable. B. Drypacking: Mix materials thoroughly with minimum amount of water. Install drypack by forcing and rodding to fill voids and provide complete bearing under plates. Finish exposed surfaces smooth and cure with damp burlap or liquid curing compound. C. Non -Shrink Grouting: 1. Mixing: Mix the approved non -shrink grout material with sufficient water per manufacturers recommendations. 2. Application: Surfaces to receive the non -shrink grout shall be clean, and shall be moistened thoroughly immediately before placing the mortar. Before grouting, surfaces to be in contact shall be roughened and cleaned thoroughly, all loose particles shall be removed and the surface flushed thoroughly with neat cement grout immediately before the grouting mortar is placed. Place fluid grout from one side only and puddle, chain, or pump for complete filling of voids; do not remove the dams or forms until grout attains initial set. Finish exposed surfaces smooth, and cure as recommended by grout manufacturer. 3.05 FIELD QUALITY CONTROL A. Continuous Inspection: Construct structural concrete exceeding 2,000 psi compressive strength under continuous inspection of Inspector. Obtain inspection and approval of forms and reinforcing by Building Department as required and by the Inspector before placing structural concrete. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 03300 CW-PED LINK FIBER OPTIC CABLE REROUTE CAST -IN -PLACE CONCRETE HOAG 125738 Page 8 RBB 0611300 0 B. Testing of Concrete: Testing Laboratory shall perform following tests. Samples for testing shall be obtained in accordance with ASTM C172, and shall be taken from as close to point of placement as possible. 1. Compressive Strength Tests: Cast one set of three or more cylinders from each days placing and each 150 cubic yards, or fraction thereof, or not less than once for each 2,000 square feet of surface area for slabs and walls, of each strength of structural concrete. Date cylinders, assign record number, and tag showing the location from which sample was taken. Also record slump test result of sample. Do not make more than two series of tests from any one location or batch of concrete. 2. Test Cylinders: Samples will be made in accordance with ASTM C172. Cast cylinders according to ASTM C31; 24 hours later, store cylinders under moist curing conditions at about 70 degrees F. Test according to ASTM C39 at 7 and 28-day ages. The remaining cylinder shall be kept in reserve in case tests are unsatisfactory. 3. Control Test Cylinders: Cast a set of two or more cylinders for each day's placing of concrete for slabs supported on shoring. Place lest cylinders on slabs represented by cylinders and cure the same as slabs. Test cylinders to determine proper times for removal of shores and reshoring. A strength lest shall be the average of the compressive strengths of 2 cylinders made from the some sample of concrete and tested at 28 days. END OF SECTION 03300 ;0071107151)srecm330o DOC 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 061130011300 PART 1 — GENERAL 1.01 RELATED WORK SPECIFIED ELSEWHERE A. Setting of anchor bolts and inserts in concrete. B. Reinforcing steel. C. Field painting except as specified herein. 1.02 SUMMARY A. Section Includes: 1. Structural steel framing. 2. Steel pipe and tube framing. 3. Shop priming and field touch-up to extent specified. 4. Hoisting of metal floor and roof decking. SECTION 05120 STRUCTURALSTEEL Page 1 1.03 REFERENCES 0 A. AISC Standards: Code of Standard Practice for Steel Buildings and Bridges; Specification for the Design, Fabrication and Erection of Structural Steel for Buildings; and Steel Construction Manual; as amended by Building Department. B. AWS Standards: AWS D1.1, Structural Welding Code. 1.04 SUBMITTALS A. Product Data: Submit copies of producer's or manufacturer's data and installation instructions for the following products. Include laboratory test reports and other data required to show compliance with these specifications: 1. Structural steel, including certified copies of mill test reports covering chemical and physical properties. 2. Unfinished bolts and nuts. 3. High strength bolts, including nuts and washers. 13. Shop Drawings: Submit covering all structural steel including welding, accessories, and fastenings. Fully detail minor connections and fastenings not shown or specified to meet required conditions. Include detailed sequence plan for shop and field welding that minimizes locked -in stresses and distortion. C. Provide manufacturer's documentation of recycled content of steel. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 05120 CW-NEb LINK FIBER OPTIC CABLE REROUTE STRUCTURAL STEEL HOAG 125738 Page 2 RBB 0611300 1.05 QUALITY ASSURANCE A. Qualifications of Fabricator: Fabricate structural steel in shop of a licensed fabricator approved by Building Department. B. Requirements of Regulatory Agencies: Work of this section shall conform to Code and Title 8, CCR. C. Source Quality Control: 1. Identified mill order steel: If steel can be Identified by heat and melt numbers, and is accompanied by mill analyses and test reports, commercial stock may be used without physical testing. Submit an affidavit attesting to compliance in accord with the Specifications. Comply with Title 24,2712 (a). 2. Identified local stock steel: For hot -rolled structural steel shapes, plate and tube required to meet a minimum specified yield mill analyses and lest reports certified by the manufacturer may constitute sufficient evidence of conformity with specificallons provided materials can be identified in fabricating shop in accordance with ASTM designations by a qualified representative of an independent testing laboratory. When in compliance with these conditions, physical testing will not be required. 3. Unidentified Structural Steel: a. When material required to meet a minimum specified yield of 36,000 psi cannot be . Identified or its source is questionable, make one set of tension tests and one set or bend tests for each 20 tons or fractiional part thereof of each heat. Additional tests may be ordered when deemed necessary. b. When material required to meet a minimum specified yield greater than 36,000 psi cannot be identified or its source is questionable, make one set of tension tests and one set of bend tests for each piece. 4. High Strength Bolts: Furnish certified copy of manufacturer's test reports stating that high strength bolts and heat -treated steel structural bolts meet the requirements of ASTM A325 and ASTM A490, respectively. a. Testing laboratory shall take samples and test not less than 3 samples including nuts, bolts and washers from each lot and each size of each lot. D. Erection and Bracing Plan and Procedure: Referto Section 1710, Title 8, CCR, and Building Code. Employ and pay a California registered civil engineer to prepare an erection and bracing plan and erection procedure for structural steel including columns, beams, and girders, who shall be solely responsible for its compliance. Follow the plan and procedure exactly. Keep a copy at the job site as required by California Division of Industrial Safety. File two copies of stamped erection and bracing plan and procedure4or record purposes only, not for review or approval. 1.06 PRODUCT DELIVERY AND HANDLING A. Delivery and Handling: Protect all materials from damage during shipping, handling and storage on the site. Steel showing dents, creases, deformations, weathering, or other defects are not acceptable. B. Welding Electrodes: Deliver to the site in unbroken packages bearing the manufacturer's name and label identifying the contents. 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 05120 CW-PED LINK FIBER OPTIC CABLE REROUTE STRUCTURAL STEEL HOAG 125738 Page 3 RBB 0611300 1.07 PROJECT SITE CONDITIONS A. Site Measurements: Take field measurements as required. Report any major discrepancy between drawings and field dimensions. B. Protection of Floors: Use caution to protect floor stab and adjacent work from damage.,. Do not overload floors. Use rubber -tired equipment to handle and move steel. Do not place steel members directly on floor; use pads of timber or like material for cushioning. C. Temporary Flooring: Provide necessary temporary planking, scaffolding, and flooring for erection of structural steel or support of erection machinery. Conform use of temporary floors or steel decking to code. D. Connection of Steel Decking Temporary Flooring: Temporarily weld steel decking to supports where used as a working platform. Distribute concentrated loadings from welding machines and other heavy machinery with planking or equal. Replace decking damaged by use as a working platform at no additional contract cost. PART 2 — PRODUCTS 2.01 MATERIALS . A. Steel shapes: ASTM A36, A572, Grade 50, or A992 as per the drawings. C. Structural tubing: Hot -formed, ASTM A501. Cold -formed, ASTM A500, Grade Fy=46KS1. D. Bar stock for anchor bolts: ASTM A36 E. Machine bolts and nuts: ASTM A307, Grade A. F. Anchor Bolls: ASTM A307, non -headed type G. Welding electrodes: 1. Carbon steel covered are welding electrodes for A36 steels: AWS A5.1, E70XX Series, low hydrogen, having a minimum yield point of 70,000 psi. 2. Electrodes and fluxes for submerged arc welding: AWS A5.17, E70XX Series. 3. Gas -shielded arc welding: AWS•A5.18. 4. Flux -cored arc welding: AWS A5.20. H. Primer: Use types acceptable to governing air quality management officials. 1. For above -grade locations: Lead free metal.primer, Tnemec 10-99 or Rust-Oleum X-60. 2. For below grade applications: EMACO P-24, water based rebar/steel coating, as manufactured by Master Builders, Inc., or equal. All substitutions must be considered environmentally safe, and will be subject to the approval of the Architect. Touch-up on job site with EMACO P-24, match finish coat thickness. 0 J. Non -shrink grout: Conform to requirements of Section 03300. HOAG MEMORIAL HOSPITAL PRESBYfERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 2.02 FABRICATION SECTION 05120 STRUCTURALSTEEL Page 4 A. Fabricate structural steel in accordance with the approved submittals, reference standards as applicable, and requirements herein. Fabricate and form the work to meet actual installation conditions verified at the site. B. Cleaning and Straightening: Thoroughly wire brush material, clean of loose mill scale and rust, and straighten by methods that will not injure the steel prior to fabrication. Remove twists or bends after punching or working component parts of a member before the parts are assembled. Produce finished members free from twists, bends, and open joints when erected. C. Contact: Pin components parts of built-up members and maintain in close contact using clamps or temporary bolting during welding operations. Accurately mill compression bearing surfaces of joints depending on contact bearings or saw cut square to axis, or as detailed. Cut other joints straight and true. D. Joining: Provide members of the sizes, weights, shapes, and arrangements indicated, closely fitted and finished true to line and in precise position as necessary to allow proper joining of parts in the field. Drifting to enlarge unfair holes is not allowed without prior approval. E. Drilling, Punching, and Reaming: Hole burning to make or enlarge previous holes is allowed only • with prior approval. Prepare required toles in structural steel members for attachment or passage of work of other trades. Precisely locale finished holes to ensure passage of all bolls through steel assemblies without drifting. Enlarge holes only by reaming. PqO. r matching of holes is cause for rejection. F. Holes For Anchor Bolls: Punch and drill or ream holes in base and bearing plates. Do not make or enlarge the holes by burning except for grouting holes In column bases. G. Base Plates: Press or mill steel column base plates 4" thick or less for straight contact bearing between plate and column. H. Gas Culling: Use of a cutting torch is allowed where the metal being cut is not stressed during the operation, and provided stresses are not transmitted through a flame -cut surface. Make all gas cuts with a smooth regular contour. Deduct 1/8" from width of gas cut edges to determine effective width of members that are gas cut. Make radius of leentrant gas cuts as large as possible, but 1" minimum. 2.03 CONNECTIONS A. Make connections with common bolts unless otherwise shown. B. High -Strength Steel Bolting: Forjoints connected by high strength steel bolts, hardened washers, and nuts tightened to high tension, conform materials, method of installation and tension control, type of wrenches, and inspection to the reference standards and the following requirements:' 1. High -strength bolls shall have a suitable identifying mark placed on top of the head at the factory. 2. Tightening of nuts shall be done with calibrated wrenches or by the turn of the nut method. • Minimum boll tension for the size of boll used shall conform to tables listed in reference standards. 3. Calibrated wrenches shall be checked individually for accuracy at least once daily for actual conditions of application. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 05120 CW-PED LINK FIBER OPTIC CABLE REROUTE STRUCTURAL STEEL . HOAG 125738 Page 5 RBB 0611300 4. Fully tightened bolts shall be marked with identifying symbol. 5. Hardened washers shall be installed in accordance with AISC standards. 6. Clean all contact surfaces of bolted parts and threads free of scale, slag, burrs, and pits, as well as dirt and foreign materials which would prevent solid sealing of parts. 7. Bolt lengths shall equal the grip plus 1-1/4-inch. 2.04 WELDING A. Conform to AWS D1.1, as modified by referenced AISC Standards, and as indicated or noted on the Drawings. Employ certified welding operators who are thoroughly trained and experienced in arc welding and produce uniformly reliable groove and fillet welds in flat, vertical, and overhead positions, and make neat and consistent welds. Weld structural steel joints by the shielded electric -arc method unless otherwise shown or specified. Provide inspection and testing of welds as required under Article "Field Quality Control' hereinafter. B. Weld Finishing: Grind exposed welds subject to contact to smooth surfaces free of holes, slag, or other defects, flush with the adjoining surfaces. No finish.treatment is required for permanently concealed welds and other exposed welds. C. Storage and Care of Electrodes: Coatings of low -hydrogen type electrodes shall be thoroughly dry as used. Conform to UBC Std. 27.607(a); use electrodes as taken from hermetically sealed packages within time limit specified therein after package is opened. Electrodes not used within allowable time period and electrodes that have been exposed more than one hour to air having a relative humidity of 75% or greater shall be dried according to UBC Sid. 27.607(a) before they are used, or shall be reconditioned according to electrode manufacturer's recommendations. Electrodes so dried or reconditioned not used within allowable time period after drying is completed shall be redried before use. Electrodes of any class that have been wet shall not be used under any conditions. D. Preparation: Clean steel surfaces to be welded of paint, grease, oil, mill scale, and foreign matter. Clean weld each time the electrode is changed. - Chip full surface of hand guided and controlled flame cut edges before welding. Surfaces prepared with automatic or mechanically guided and controlled equipment need not be ground or chipped before welding. E. Procedures: During assembling and welding, hold components of a built-up member with adequate clamps or other means to keep parts straight and in close contact. Do no welding in wind until adequate protective screening is set up. Cut out defective welds or parts of welds with a chisel or air arc and replace. F. Weld Characteristics: Clean and wire brush all welds. Visual inspection of finished welds must show uniform section, smoothness of welded metal, feather edges without undercuts or overlays, freedom from porosity and inclusions, and good fusion and penetration into base metal at edges and ends of fillet welds. 2.05 SHOP PRIMING A. Clean surfaces according to AISC Specifications. Apply one shop coat of specified metal primer to minimum 1.0 mil dry film thickness. Work primer into joints. Do not prime the following: 1. Steel surfaces embedded in concrete or masonry. 2. Permanently concealed structural steel.surfaces. 3. Contact surfaces of high -strength bolted connections. 40 4. Surfaces to receive directly adhered fireproofing. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 05120 CW-PED LINK FIBER OPTIC CABLE REROUTE STRUCTURAL STEEL HOAG 125738 Page 6 RBB 0611300 PART 3 — EXECUTION 3.01 ERECTION OF STRUCTURAL STEEL A. Brace and secure structural steel members until permanent connections are completed. Provide accessories and fasteners to secure steel in place as shown and required. Conform to Code, AISC Standards, and erection and bracing plan and procedure. B. Employ qualified riggers and plan erection to require minimum cutting. Erect members plumb, true to line and level, and in precise positions. Provide temporarybracing and guying to resist bads and stresses to which the structure may be subjected, including arose due to erection equipment and its operal'ion. C. Damaged Members: During erection, straighten or replace members, which are bent, twisted, or damaged as directed. If heating is required, perform heating by methods that ensure a uniform temperature throughout the entire member. When directed, remove members damaged to an extent impairing appearance, strength, or serviceability and replace with new members at no extra cost to the Owner. D. Anchor Bolts: Furnish and deliver anchor bolls with setting drawings and templates. Verify position of bolts prior to delivery of steel; report errors or deviation for correction. E. Steel Columns: Set column bases in exact position for alignment, plumb and straight, supported on adjustable bolt supports or shims until grout has set. Set center of base true to column center . within 1/16" and adjust column height exactly. Maintain bases at exact position and level during grouting. Fill grout space solid with non -shrink grout. F. Connections: Hold steel in correct position during welding and boiling, and provide for dead bads, wind, and all erection stresses. Do no welding or final bolting until members have been aligned and plumbed. 1. Field Welding: Conform to requirements for shop fabrication. 2. Common Bolts: Tighten and upset bolt threads to preclude loosening, or use approved self-locking nuts. 3. High -Strength Boiling: Tighten by turn of the nut method or with calibrated torque wrenches as specified for the shop high -strength bolting and according to Code, AISC Standards and the Reference Standard. G. Tolerances: Erect members to the tolerances conforming to referenced AISC Standards and Code, and as follows: 1. Vertical Dimensions: Measured from top of beams at lheirconnection at any column, variation not more than 1/4" plus or minus per story or, when variations are accumulative from floor to floor, not exceeding 30 per story exclusive of column shortening due to dead load. 2. Plumb Displacement: Center line of columns from established column line, not more than 1" toward or away from established centerline. 3. Floor Elevation: Floor elevation will be considered level if floor -framing members on any one floor, measured from lop of column connections, do not vary more than 112" plus or minus. 4. Horizontal Dimension Variances: Governed by specified column plumb displacement. 3.02 FIELD TOUCH-UP PAINTING 0 A. After structural steel erection and connections are completed and approved, clean all connections to be painted and damage to shop painted surfaces, and apply a field touch-up coat of same metal primer used for shop coat. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 05120 CW-PED LINK FIBER OPTIC CABLE REROUTE STRUCTURAL STEEL HOAG 125738 Page 7 • RBB 0611300 3.03 FIELD QUALITY CONTROL A. Inspection: According to Reference Standards. Inspector shall visually inspect welds, shall be present to inspect and approve all groove and penetration welding, and shall inspect all erection including the grouting under base plates. B. Tests of Welding and Bolting: Testing Laboratory shall inspect all shop and field welding, conform to requirements of code and building department, and certify in writing, after completion of work, that welding has been performed in accordance with the drawings, specifications, and code. C. Inspection of High -Strength Bolts: Testing Laboratory shall check bolt tightness on a minimum of 10 percent of the bolts, selected at random, for each high -strength bolted joint. Inspection procedure shall conform to the reference standard. D. Full Penetration and Groove Weld Inspection: Testing Laboratory shall inspect full penetration and groove welds for connections of column to column, column to girder, girder to girder, and similar connections by ultrasonic testing or other approved non-destructive tests. Conform to building department requirements for reinspection of the welds after installation. E. Ultrasonic Testing: Testing Laboratory specially trained and fully qualified technician shall operate ultrasonic testing equipment, examine welds, and maintain a record of welds examined, defects found, and disposition of each defect. All defective welds shall be repaired and costs for retesting defective welds shall be paid by the Contractor. 1. Rate of Testing: Test welds requiring ultrasonic testing at 100 percent. No reduction in testing rate will be permitted. 2. Backing Strips: Remove backing strips whenever ultrasonic indications arising from weld roots can be interpreted as either a weld defect or a backing strip, and retest weld if no root defect is visible. If no defect is disclosed by retest and no significant amount of the base and weld metal is removed, joint needs no further repair or welding. Repair all defects disclosed. Contractor shall bear the cost of removals and repairs. __ 3. Questionable Root Indications: Root indications that prove not to be defective welds shall not count against the welder to increase the test rate. 4. Ultrasonic Instrumentation: Calibrated by technician to evaluate the quality of the welds in accordance with AWS D1.1, Sections 5 and 6. END OF SECTION 05120 E HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE RBB 0611300 PART 1 GENERAL 1.01 SUMMARY SECTION 05730 PERFORATED METAL PANELS Page 1 A. Section includes: Perforated metal sheet panels used to fabricate screens. 1.02 SUBMITTALS A. Provide product data for perforated metal panels and finish. 1. Sample: 8 by 10 inches minimum size sample in selected perforation pattern and finish. PART 2 PRODUCTS 2.01 ACCEPTABLE MANUFACTURERS A. Ametco Manufacturing Corporation, or equal 2.02 PERFORATED METAL PANELS A. Material: ASTM B209; 6063, Temper T-6 aluminum. 1. Thickness: 1/8". . B. Panel shape -and size. Factory cut perforated sheets into size as indicated on the Drawings. C. Perforations: 1. Square: 0.25 inch square perforations placed in straight line 0.5"o.c. pattern and providing 25 percent open area. D. End pattern: Finished. E. Margins: Provide perforated panels with 1"minimum width margins. F. Equip panels with perimeter welded metal frames and attachment brackets as indicated on the Drawings. 2.03 FACTORY FINISH A Provide perforated metal fabricated panels with: 1. Polyester powder coating: a. Electrostatically applied colored polyester powder coating heat cured to chemically bond finish to metal substrate. b. Color: Custom color as selected by Architect. L] HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 ROB 0611300 PART 3 EXECUTION 3.01 INSTALLATION SECTION 05730 PERFORATED METAL PANELS Page 2 A. Preparation: Prior to panel fabridation, field verify required dimensions. B. Install in accordance with manufacturer's installation instructions and approved strop drawings. C. After installation, touch-up damaged finish with paint supplied by manufacturer and matching original coating. END OF SECTION L.J • 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN SECTION 07910 CW-PED LINK FIBER OPTIC CABLE REROUTE PREFORMED SEALS HOAG 125738 Page 1 RBB 0611300 PART 1 GENERAL 1.01 SUMMARY A. Section Includes: Preformed seals at penetrations as indicated orvthe Drawings. 1.02 SUBMITTAL'S A- Product Data: Submit manufacturer's technical data, warranties, application recommendations and installation instructions. Include manufacturer's published data, letter of certification, or certified test laboratory report indicating that each material selected complies or is suitable for the temperatures, movements and weather conditions that will be encountered during the sealants service life. B. Registrations: Copy of ISO-9001:2000 registrations. 1.03 QUALITY ASSURANCE A. Preformed seal components and systems shall be domestically manufactured at a plant with a current ISO-9001:2000 registration - PART 2 PRODUCTS A. Preformed seals: Link -Seal® modular seal assembly, manufactured by PSI-Thunderline/Link- Seal, as indicated on drawings: 1. Wall opening (i.e. steel sleeve, Thermoplastic (HOPE) sleeve, cored hole or formed hole). The wall opening size and/or type shall be selected according to recommendations found in manufacturers modular seal catalog. 2. Sufficient quantity and type of modular seals required to effectively provide a hydrostatic and/or fire -rated seal. 3. Each individual link shall be conspicuously and permanently identified with the name of the manufacturer and model number. 4. Modular Seal Rubber Links a. Shall be modular, mechanical type, consisting of inter -locking synthetic rubber links shaped'to continuously fill the annular space between the pipe and the wall opening. The elastomeric element shall be sized and selected per manufacturer's recommendations and have the following properties as designated by ASTM. Coloration shall be throughout elastomer for positive field inspection. Each link shall have a permanent identification of the size and manufacturer's name molded into it. b. For Standard Service Applications = Model C -40 to +250°F (-40 to +121°C) EPDM = ATSM D2000 M3 BA510, color — Black. c. For Thin Wailed Pipe Applications = Model L -40 to +250°F (-40 to +121°C) EPDM = ATSM D2000 M3 BA510, color — Blue. . d. For Hydrocarbon Service Applications = Model O -40 to +210°F (-40 to +99°C) Nitrile =ASTM D2000M1BF510, color —Green. HOAG MEMORIAL HOSPITAL PREBYfER1AN SECTION 07910 CW-PED LINK FIBER OPTIC CABLE REROUTE PREFORMED SEALS HOAG 125738 Page 2 RBB 0611300 e. For High Temperature or Fire Seal Applications = Model T -67 to +400°F (-55 to +204°C) Silicone = ASTM D2000 M1GE505, color— Gray. 5. Modular Seal Pressure Plates a. Link -Sealy modular seal pressure plates shall be molded' of glass reinforced Nylon Polymer with the following properties: 1) Izod Impact - Notched = 2.05111-Ib/in. per ASTM D 256: 2) Flexural Strength @ Yield = 30,750 psi per ASTM 0-790 3) Flexural Modulus=1,124,000 psi per ASTM D-790 4) Elongation Break=11.07% per ASTM D-638 5) Specific Gravity =1.38 per ASTM D-792 6) Models LS200-275-300-315 shall incorporate the most' current Link -Seal® Modular Seal design modifications and shall include an integrally molded compression assist boss on the top (bolt entry side) of the pressure plate, which permits increased compressive loading of the rubber sealing element. Models 315-325-340-360400410425475-500-525-575-600 shall incorporate an integral recess known as a "Hex Nut Interlock" designed to accommodate commercially available fasteners to insure proper thread engagement for the class and service of metal hardware. AN pressure plates shall have a permanent identification of the manufacturees name molded into it. 7). For fire and Hi -Temp service, pressure plates shall be steel with 2-part zinc Dichromate Coating. 6. Modular Seal Hardware a. All fasteners shall be sized according to manufacturers modular seal technical data. Bolts, flange hex nuts shall be either: 1). Mild Steel with a 60,000 psi minimum tensile strength and 2-part Zinc Dichromate coating per ASTM B-633 and Oiganic Coaling, tested in accordance with ASTM B-117 to pass a 1,470 hour salt spray test. 2) 316 Stainless Steel per ASTM F593-95, with a 85.000 psi average tensile strength. B. Wall Opening 1. Century -Line® Sleeves - for openings to 24.81" diameter. a. Where pipes must pass through walls and floors of new structures, unless otherwise shown or specified, install molded non-metallic high density polyethylene Model CS Century -Line® sleeves as manufactured by PSI-Thunderline/Link-Seal©. Model CS sleeves shall have integrally formed hollow water stop sized having a minimum of four inches larger than the outside diameter of the sleeve itself and allowing 112" E 0 Pi 0 HOAG MEMORIAL HOSPITAL PREBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 07910 PREFORMED SEALS Page 3 movement between wall forms to resist pour forces. Each sleeve assembly shall have end caps manufactured of the same material as the sleeve itself and installed at each end• of the sleeve so as to prevent deformation during the initial concrete pour, and to facilitate attaching the sleeve to the wall forms. End caps shall remain in, place to protect the opening from residual debris and rodent entry prior to pipe insertion. 2. Cell -Cast® Disks -for openings from 29.25" to 64.74" diameter. a. The contractor shall install Cell -Cast® disks, providing a round hole in conformance with Link -Seal® modular seal sizing data. Cell -Cast® disks shall consist of 3" and/or 4" lightweight interlocking polyethylene cells stacked to form the thickness of the poured concrete wall. Molded into each cell shall be a cavity to accept a 2" x 4" nailer. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's porinted instructions. END OF SECTION HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE . HOAG 125738 RBB 0611300 PART 1 GENERAL 1.01 SUMMARY A. Section includes: Painting, including: I- Preparation of surfaces to be painted. 2. Painting, exterior: a. Concrete where shown to be painted. b. Metal, except as otherwise specified. B. Surfaces not to be painted: 1. Aluminum with anodized or baked -on finish, and stainless steel. SECTION 09900 PAINTING Page 1 2. All items with complete factory finish, except exterior mechanical equipment as specified herein before. 3. Other surfaces as shown on Drawings. 1.02 SUBMITTALS • A. General: Submittals shall be in accordance with Section 01340. B. Materials: 1. Prior to start of painting, submit copies of a complete list of all materials, identified by manufacturer's name and product label or stock number. 2. Make list in the form of a repetition of the paint finish types specified, with the addition of the specific product intended for each coat. C. Certification: Provide duplicate copies of an affidavit from the manufacturer certifying that each classification or type of material furnished complies with Specification requirements, with each shipment of painting material delivered to the Project Site. D. Color samples: 1. Colors and textures shall be as selected by the Architect. 2. Submit, using materials approved for the Project, samples of each color and paint finish. 3. Prepare in quadruplicate: Size: 8-1/2" x 11". E. Manufacturer's instructions: 1. Install proprietary materials in compliance with manufacturer's instructions. • 2. Deliver to the Project Site copies of manufacturer's technical data sheets, published instructions and other relevant data at least two weeks prior to start of this work. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 09900 CW-PED LINK FIBER OPTIC CABLE REROUTE PAINTING • HOAG 12573.8 Page 2 RBB 0611300 1.03 QUALITY ASSURANCE A. Coals: The number of coals specified is the minimum number acceptable. if full coverage is not obtained with the specified number of coals, apply such additional coals as are necessary to produce the required finish, at no additional cost to the Owner. B. Employ coals and undercoats for all types of finishes.in accordance with the recommendations of the paint manufacturer used. C. Comply with governmental and local regulations of field applied products. 1.04 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the Project Site in unopened containers bearing manufacturer's name and product descriptions corresponding to designation on material list. B. Store materials in a dry, clean, well ventilated area. Store containers closed. Comply with legal requirements. C. Protection: Protect floors and all adjacent surfaces from paint smears, spatters, and droppings. Use drop -cloths to protect floors. Cover fixtures and remove hardware not to be painted. Mask off areas where necessary. 1.05 PROJECT CONDITIONS • A. Environmental requirements: 1. Comply with manufacturer's recommendations for environmental conditions under which coatings and coating systems can be applied. 2. Do not apply finish in areas where dust is being generated. 3. Ensure adequate ventilation during all interior painting. 4. Apply no paint in rain, fog, or mist or when temperature is below 45°F. PART 2 PRODUCTS 2.01 MATERIALS A. Provide paint materials by Frazee Industries, Inc., Dunn Edwards, or equal. Materials necessary to complete the painting is herein specified and listed by material number and names are standards for kind, quality and function, and are taken from the stock list of architectural finishes of the Frazee Industries, Inc., Dunn Edwards, or equal. B. Materials for undercoats and finish coats of paint shall be ready -mixed and shall not be changed, except thinning of undercoats (when required), reinforcing, or coloring, any of which shall be in accordance with the recommendations of the manufacturer. C. All paint materials shall be from one manufacturer. HOAG MEMORIAL HOSPITAL PRESBYfERIAN SECTION 09900 CW-PED LINK FIBER OPTIC CABLE REROUTE PAINTING HOAG 125738 Page 3 . RBB 0611300 PART 3 EXECUTION 3.01 CONDITION OF SURFACES A. Examine surfaces scheduled to receive paint and finishes for conditions that will adversely affect execution, permanence and quality of Work. 1_ Report all work not correctly installed or finished or so finished as not to give desired results. B. Do not apply paint or finish until conditions are satisfactory. C. Application of first coat shall constitute acceptance of surface. 3.02 SURFACE PREPARATION A. Surfaces to receive paint shall be clean, dry, smooth and dust free before application of any material. B. Unprimed ferrous metal: Remove all rust, mill scales, and foreign matter by wire brushing, scraping, sandblasting, or solvent, as required to provide a clean, smooth surface. C. Primed ferrous metal: Remove all foreign matter. Touch up abrasions with ferrous metal primer. . D. Galvanized metal: Remove all foreign matter and clean entire surface with mineral spirits. Pretreat with phosphoric acid etch of vinyl wash. Apply primer the same day as pretreatment is applied. E. concrete and other surfaces: Clean off dirt, dust, excess mortar, encrustation and foreign matter. Fill holes, pits and other imperfections flush and smooth. 3.03 APPLICATION A. Apply material evenly, free from sags, runs, crawls, holidays or defects. Mix to proper consistency, enamel uniformly flowed on. B. Tint all pigmented undercoats to approximately same shade as final coat. Perceptibly increase the depth of shade in successive coats. C. Allow each coat to thoroughly dry before succeeding coat application. D. Do not paint factory finished items unless specifically directed. E. Finish mill or shop primed items with materials compatible with prime coal. F. Electrical work in exposed to view: 1. Paint all exposed utilities, pipes, etc. in exposed ceilings, color to be as selected by the Architect. • 2. Shop primed metal surfaces of all electrical equipment shall receive two finish coals of paint to match adjoining wall or ceiling surfaces. Prime coat, in addition to above, on all unprimed surface. Principal items of this work includes electric panels, telephone panels, access panels, conduit outlet and pull boxes, ducts and pipes. HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE REROUTE HOAG 125738 RBB 0611300 SECTION 09900 PAINTING Page 4 G. Miscellaneous painting: Surfaces to be painted and not specifically described herein shag be painted with a product specifically manufactured or prepared for the material and surface; prime coal and two finish coats. 3.04 ADJUST AND CLEAN A. Touch up and restore finish where damaged. Touch up abraded, stained or otherwise disfigured portion or refinish as necessary to produce an acceptable job. Do not mar surface finish of items being cleaned. B. Remove spilled, splashed, or splattered paint from all finish surfaces and floors. Leave paint storage spaces clean and in condition required for equivalent spaces in the Project. 3.05 PAINT FINISH SCHEDULE A. Finish surfaces in accord with the following procedure for the surface and finish desired thereon. Catalog names and numbers refer to products as manufactured by the Frazee Industries, Inc., and Dunn Edwards, or equal. Numbers used to identify paint indicates the paint in while. Same material shall be color selected. B. Exterior: Frazee Dunn Edwards 1. Concrete: (Flat Acrylic) 1st coat: 266 W709 2nd coat: 203 W701 3rd coat: 203 W701 2. Metal - ferrous:(Gloss Alkyd) 1slcoat: 661F774 43-5 2nd coat: 648 10 Series Syn-Lustro 3rd coat: (Gloss): 648 10 Series Syn-Lustro 3. Metal - galvanized: (Aluminum as specified for galvanized) (Gloss Alkyd) Wash: Jasco GE123 Islcoat'. 661F774 OD43-7 2nd coat: 648 10 Series Syn-Lustro 3rd coat: (Gloss) 648 10 Series Syn-Lustro 0 END OF SECTION 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16110 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP CONDUIT AND RACEWAYS HOAG 125738 Page 1 RBB PART1- GENERAL 1.01 GENERAL REQUIREMENTS A. All wiring shall be installed in concealed conduit unless indicated otherwise in these specifications. Surface raceways shall be used in exposed locations in finished areas where conduits cannot be concealed. B. Separate conduit shall be used for the following wiring: 1. Emergency Power System Wiring. 2. Security System 3. Telephone/Data Outlets 1.02 STANDARDS A. ANSI B. NEMA C. Federal Specification . 1.03 SUBMITTALS A. Manufacturer's Catalog Sheets. B. Metal Gauges, Size and Finish. C. Fittings. D. List of Conduit types indicating where each type will be used. PART 2 - MATERIALS 2.01 Minimum Size: A. Metal Conduit: 1/2 inch B. Non metallic conduit: 1 inch. C. Rigid Steel Conduit and Fittings: 1. Provide standard weight steel that is hot dipped galvanized including threads, with protective coating on inside and outside. Fittings shall be compression type steel insulated. Electrogalvanizrng is not permitted. D. Electric Metallic Tubing (EMT) and Fittings: 1. Provide tubing of high grade steel with exterior coating of zinc, applied by electrogalvanized process and enamel coating on inside. Fittings shall be watertight compression type, wrench tightened connectors and couplings. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16110 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP CONDUIT AND RACEWAYS HOAG 125738 Page 2 RBB E. Flexible Steel Conduit and Fittings: Provide conduit formed from continuous length of spirally wound interlocked zinc -coated strip steel. Flexible aluminum and light weight steel conduit WIN not be permitted. Fittings shall be die cast type that screw into the Inside of the conduit with threaded edges at 90 degrees to the filling body to ensure a force rd. F. Flexible liquid Tight Steel Conduit and Fittings: 1. Conduit shall be manufactured from single strip, flexible continuous interlocked, and double -wrapped steel; galvanized inside and outside; and shall be provided with an extruded polyvinyl chloride cover. Fittings shall provide positive ground continuity. G. Conduit Sleeves: 1. Sleeves shall be zinc coaled galvanized steel pipe or 18 gauge galvanized sheet steel. H. Rigid Plastic Conduit and Fittings: 1. Provide heavy wall, virgin polyvinyl chloride (PVC) schedule 40 with self extinguishing additive conforming to UL requirements. . PART 3 - EXECUTION 3.01 Size of conduit shall be as indicated on the drawings but not less than that required by California Electrical Code. 3.02 CONDUIT: A. Rigid Conduit. Use permitted for following applications only: 1. All outdoor locations including locations exposed to outside air, under exterior canopies. 2. Feeders. 3. Electrical and mechanical equipment rooms. 4. Indoor exposed locations where subject to mechanical damage and installed within T-6' feet above finished floor. 5. Recessed in concrete walls and columns. 6. Inside cold rooms. 7. All other locations permitted by code. B, Rigid PVC coated steel conduit. 1. Use for underground wiring, under building concrete slab. C. Electric Metallic Tubing (EMT): 1. Use permitted for following applications only: . 2. For all sizes. 3, in dry locations, where not subject to damage, as in stud -wall partitions and in suspended _ ceiling spaces only. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16110 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP CONDUIT AND RACEWAYS HOAG 125738 Page 3 RBB D. Flexible Metal Conduit: 1. Use permitted for following applications only: a. Final connections to vibrating or noise -generating equipment including transformers. b_ Final connections to light fixtures in lay -in type accessible ceiling construction. c. Maximum length shall not exceed six (6) E. Liquid Tight Flexible Conduit: 1. Use permitted for following applications only: a. For final connections to vibrating or noise -generating equipment in damp and wet locations in mechanical rooms. b. For other power and control equipment requiring adjustments or removal for service in damp and wet locations. c. Maximum length shall not exceed six (6) feet. Rigid -Plastic Conduit PVC Schedule 40: 1. Use permitted for outside the building foundation. 0 a. Underground wiring only. b. In exterior concrete walls for lighting and outlet circuits. 2. Make all fittings in plastic conduit watertight with solvent -weld cement recommended by 'conduit manufacturer and specifically manufactured for the purpose. Use a spring mandrel as required to assure full inside diameter -at all bends. G. Conduit' Placement: 1. Support conduits 1-inch and larger with pipe clamps either suspended from structural slabs with a rod at least 318 -inch diameter with adjustable pipe ring, or mounted on wall from channel supports. Attach to concrete with drilled anchors. Where two or more conduits 1-1/2-inch and larger are suspended from .ceiling, use trapeze type hanger suspended from rods. 2. Where rigid metal conduits and electrical metallic tubing are supported from Building members, supports shall be installed as follows: Conduit Sizes: 1/2" to 1-1/4":Within 18" of each outlet inclusive: and on either side of couplings and fittings and at a spacing not to exceed 8 feet; 1-1/2" and larger:Within 3 feet of each junction or pullbox and terminal cabinet and at a spacing not to exceed 8 feet. 3. When rigid conduits are supported form trapezes, the supports shall be spaced not more than 8 feel apart. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16110 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP CONDUIT AND RACEWAYS HOAG 125738 Page 4 RBB 4. Conduit trapezes shall consist of suitable Unislrut or Kindorf fittings, or equal, in accordance with the manufacturer's printed recommendation. H. Provide independent support for all conduit rising from Door for motor connection if over 18 inches above floor. Do not support to motor, to ductwork or mechanical equipment. I. Keep bends and offsets in conduit runs to an absolute minimum. J. Ream the ends of all conduits. Conduits shall not be installed in the slab. K. Install conduit seals on all conduit entering or leaving low temperature area (65 degrees fahrenheit or less) hazardous areas, refrigerated rooms and clean rooms. L Seal all conduit from exterior outlets at first Interior junction box to prevent moisture from entering the building through the conduit. M. All exposed conduits shall be installed parallel to and perpendicular to the building structure. N. Supports shall be provided in strict compliance with National Electrical Code. O. Where bends or risers from underground PVC Schedule 40 conduit terminate above grade or Door or in areas where subject to physical damage during or after construction, use rigid steel factory ells. If additional riser or nipple is required, they also -shall be rigid steel. The rigid steel ells and risers shall be taped with Slipknot #100 pipe wrapping tape, or equal (no know equal). P. Pull Wires. Provide a 1/8" size polypropylene pull wire in all empty conduits, including those for signal and telephone systems. Pull cords in telephone/data service conduits (4" and larger) shall be 3116" size. Identify conduits at exposed ends with lags. Tags shall identify location of other end of conduit. The pull wires shall be left with more than 5 feet in length at both ends for future use. Q. Joints and Connections. Cut conduit squarely and ream ends to remove burrs. Close open ends of conduits, unless in a closed box or cabinet, with approved conduit caps or closures as soon as installed and keep closed until ready to pull in conductors. R. Steel conduit must be clear from contact with building reinforcing steel or other conductors in the building. Each conduit should run no more than two 90 degree bends.' If more than two 90 degree bends are necessary, insert an accessible pull -box in the run. Terminate underground conduit inside the building, 2" above the floor below a backboard, or flush with the inside of a cabinet. Terminate overhead conduit 2 feet below floor slab, or flush with the inside of a cabinet. S. Where conduits pass through exterior concrete or masonry walls below grade, or through floor slab on fill below grade, make entrance watertight. Install pipe sleeves in concrete with 1/2" minimum clearance around conduit and caulk with oakum and mastic, or use gland type conduit entrance seal. T Underground conduits, which terminate inside building below grade, or which slope so that water might flow into building, shall be sealed at termination after installation of conductors. Install plugs or caps on all spare (empty) conduits, HOAG MEMORIAL HOSPITAL P.RESBYTERIAN • SECTION 16110 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP CONDUIT AND RACEWAYS HOAG 125738 Page 5 RBB U. Do not install conduits in any isolated floor slab. Where it is necessary to cross such area, install conduit below isolated slab, in supporting structural slab or below it. Stub -ups to equipment located on isolated slab shall be through openings at least 112" larger in diameter than outside diameter of conduit. Fill space between conduit and opening in slab with mastic. V. Expansion Joints 1. Where embedded conduits cross building expansion or seismic joints, provide sliding conduit expansion joints with bonding strap and clamps. 2. Where exposed conduits or conduits in furred spaces cross building expansion or seismic joints, use offset flexible conduit or sliding conduit expansion joint. W. Terminate conduits of 1" size and larger with insulated bushings with grounding lugs where required, O.Z. Type 91dg., or equal (no known equal). X. Bends and sweeps for conduits used for telephone systems shall be long radius and factory made with the radius marked on them. Y. Flashings. Where conduits extend through roof, provide flashings as required by Division 7. Z. Penetration in Fire Rated Structures: Provide 3M or Dow Corning No. 3-6548, or equal RTV Silicone form for making fire rated seals around penetrations through floors, walls, elevator shafts as minimum or mechanical fire stop fittings with UL listed fire rating or equal to wall or . floor ratings, whichever is larger. AA. A separate conduit shall be installed for each homerun indicated on the Drawings. BB. Maintain minimum 6-inch clearance between conduit and piping. Maintain 12-inch clearance between conduit and heat sources such as flues, steampipes, hot water pipes, and heating appliances. CC. Tag all empty conduits at each accessible end with a permanent tag identifying the purpose of the conduit and the location of the other end. In wet, corrosive outdoor or underground locations, use brass, bronze, or copper 16 gauge tags or lead tags secured to conduit ends with #16 or larger galvanized wire. Inscribe on the tags, with steel punch dies, clear and complete identifying information. DD. Provide expansion and deflection fittings where two rigidly suppoited conduits may move in relation to each other at expansion joint crossings. EE. From each panel which is flush mounted in a wall, stub from top of the panel, provide a minimum of 4-3/4-inch conduits to the nearest ceiling space or other accessible location and cap for future use. FF. Conduits which are installed above dry type suspended ceilings shall not be secured to ceiling support wires. Support such conduit independent of ceding suspension systems. • GG. Exposed conduit larger than 1 inch shall be suspended with pipe hangers. Hangers and racks shall be attached to concrete with insets, set at the time the concrete is poured, and to steel members with beam clamps or matching bolts. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16110 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP CONDUIT AND RACEWAYS HOAG 125738 Page 6 RBB HH. Conduit 1-inch and smaller, in metal and stud partitions, shag be tied to the furring channels With No.12 gauge galvanized tie wire space not more than 5 feet apart. Conduits above metal channel lath and plaster ceilings for other services and lighting tome runs shag be supported independently to the slab. 11. Sleeves. Wherever conduits pass through concrete wags, suspended slabs or metal deck floors, furnish and install sleeves of ample size to permit installation of conduit. Sleeves shag be installed prior to pouring of concrete and shall have ends flush with the wall or extend 2 inches above floor surfaces. Verify location with the Institute's Representative. JJ. Except as otherwise indicated on the Drawings, bends in conduit 2 inches or larger shall have a radius of curvature of the inner edge, equal to not less than ten (10) times the internal diameter of the conduit. Wire or cable bends in junction or pug boxes shag be made with a long radius. Bends for 600-volt cable shah have a radius of not less than five (5) times the diameter of the cable. Nesting of conduits shag be made when two or more conduits are run in parallel. All conduit runs shag not have more than three 90-degree king radius bends between pull boxes, junction boxes or terminal cabinets. KK. Conduit shalt not be run closer than 6 inches on the top of light fixtures and cable trays. Do not instaltconduit on -the sides of the cable tray or within 6 inches below the tray. I.L. All control apparatus, outlet boxes, junction and pull boxes, and other similar equipment shall be installed and maintained in accessible positions and locations. MM. Conduits in furred spaces shall be routed to clear access openings. NN. Upon completing the installation of any run of conduit, the runs shall be tested to see that they are free from all obstructions and have a smooth interior. Each end of each conduit run shall be plugged with "pennies" and bushings and left plugged until ready to pug circuit wires. 00. Underground conduits for branch circuits without concrete encasement shall have 6-inch thick envelope of sand all around, Conduit installed in unpaved or planted areas shall have 6 inches of sand below and 2-inch thick cap of lean concrete on top. PP. The ends of all underground conduits entering pullboxes, manholes, etc. shall terminate in end bells and shall be capped or sealed with an approved compound, Crouse Hinds "Chico A", or equal (no known equal) after installation of wire. Cap empty conduit slubouts at both ends. In landscaped areas, terminate in a waterproof J-box. Junction boxes located above grade in the landscaped areas shall have factory made gaskets, stainless steel screws and factory painting. QQ. Conduit exposed to outside weather shall be galvanized rigid steel with weatherproof cast metallic fittings. END OF SECTION 16110 0 • HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED. LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP • RBB 125738 RBB PART 1-GENERAL 1.01 SECTION INCLUDES A. Prefabricated manholes. B. Prefabricated pull boxes. C. Manhole accessories. 1.02 RELATED SECTIONS A. Excavation. B. Backfilling. C. Section 16110 — Conduit and Raceway. D. Section 16130 - Boxes. E. Section 16170 — Grounding and Bonding. 1.03 REFERENCES • A. AASHO H-20-44 - Standard Specification for Highway Bridges. B. ANSI/ASTM A153 -Zinc Coating (Hot -Dip) on Iron and Steel Hardware. SECTION 16117 MANHOLES Pagel C. ANSI/ASTM A569 - Steel, Sheet and Strip, Carbon (0.15 Maximum Percent), Hot -Rolled, Commercial Quality. D. ASTM A48 - Gray Iron Castings. E. ASTM A123 - Zinc (Hot -Galvanized) Coatings on Products Fabricated from Rolled, Pressed, and Forged Steel Shapes, Plates, Bars and Strips. 1.04 QUALITY ASSURANCE A. Manufacturer: Company specializing in pre -cast concrete structures with ten years documented experience. 1.05 SUBMITTALS A. Submit shop drawings and product data under provisions of Section 01300. B. Indicate material specifications, dimensions, capacities, size and location of openings, reinforcing details and accessory locations. C. Provide product data for manhole accessories. • D. Submit manufacturer's installation instructions under provisions of Section 01300. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16117 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP MANHOLES HOAG 125738 Page 2 RBB PART 2- PRODUCTS 2.01 MANUFACTURERS -PRECAST CONCRETE MANHOLES A. Jensen Pre -Cast. B. Oldcastle Precast 2.02 PRECAST CONCRETE MANHOLES A. Precast Concrete: Air -entrained, 2000-psi (20 mPa) compressive strength at 28 days. B. Reinforcing: AASHO H-20-44; bridge loading. C. Construction: In modular sections with tongue and groove joints. D. Manhole Shape: As indicated on plans. E. Inside Dimensions: As indicated on plans. F. Wail Thickness: as indicated on plans. G. Include drain opening and (2) one inch (25mm) ground rod openings in base section. H. Window for Duct Entry: As indicated on plans. 1. Include cable -pulling irons opposite each duct entry window. J. Include pre -cast manhole steps at 16 inches (400 mm) on center. 2.03 MANHOLE ACCESSORIES A. Manhole Frames and Covers: ASTM A48; Class 30B gray cast iron, machine finished with flat bearing surfaces. B. Covers: ASTM A48 Class 30B gray cast iron. C. Pulling Irons: 7/8 inch (22 mm) diameter steel bar forming a triangle of 9 inches (225 mm) per side when set. Galvanize to ANSI/ASTM A153 for irregular shaped articles. D. Cable Rack Inserts: Steel channel insert with minimum load rating of 800 pounds (364 kg), length to match cable rack channel. E. Cable Rack Channel: 4 x 1-1/2 x 3/16 Inch (100 x 38 x 5mm) steel channel wall bracket, 48 inch (1.2 m) length, with cable rack arm mounting slots on 8 inch (200 mm) centers. F. Cable Racks: ANSI/ASTM A569; steel channel, 2-112 x 14 inches (64 x 350 mm), with high -glazed wet -process porcelain insulators. G. Manhole Steps: Cast iron, suitable for manhole shape and construction. 2.04 PRECAST CONCRETE PULL BOXES • 0 HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP HOAG 125738 • RBB SECTION 16117 MANHOLES Page 3 A. Pre -cast Concrete: Air -entrained, 2000-psi (20 mPa) compressive strength at 28 days. B. Reinforcing: AAHO H-20-44; bridge loading, 5500 compress, UE strength concrete. C. Construction: Concrete 60,000 psi ASTM A-706 steel reinforced. D. Manhole Shape: As indicated on plans. E. Inside Dimensions: As indicated on plans. F. Wall Thickness: as indicated on plans. G. Include drain opening and (2) one inch (25mm) ground rod openings in base section. H. Duct Entry: As indicated on plans. 1. Include cable -pulling irons opposite each duct entry window. J. Cover designed for bridge loading H-2044. PART 3 - EXECUTION 3.01 PREPARATION A. Excavate, install base material and compact base material in accordance with manufacturer's instructions. 3.02 INSTALLATION — PRE -CAST CONCRETE MANHOLES A. Install and seal pre -cast sections in accordance with manufacturer's instructions. B. Use pre -cast neck and shaft sections to bring manhole entrance to proper elevation. C. Install manholes plumb. D. Set the top of each manhole to finished elevation as indicated. 3.03 INSTALLATION - MANHOLE ACCESSORIES A. Install ground rod with top protruding 4 inches (100 mm) above manhole floor. B. Attach cable racks to inserts after manhole installation is complete. END OF SECTION 0 • HOAG MEMORIAL HOSPITAL PRESBYTERIAN CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP HOAG 125738 RBB PART1- GENERAL 1.01 SECTION INCLUDES A. Pull and junction boxes. 1.02 RELATED SECTIONS A. Section 16160 - Cabinets and Enclosures. 1.03 REFERENCES SECTION 16130 BOXES Page 1 A. ANSI/NEMA FB 1- Fittings and Supports for Conduit and Cable Assemblies. B. ANSI/NEMA OS 1- Sheet -steel Outlet Boxes, Device Boxes, Covers, and Box Supports. C. ANSI/NEMA OS 2 - Nonmetallic Outlet Boxes, Device Boxes, Covers and Box Supports. D. CEC - California Electrical Code. E. NEMA 250 -Enclosures for Electrical Equipment (1000 Volts Maximum). 1.04 PROJECT RECORD DOCUMENTS A. Submit under provisions of•all Sections.. B. Accurately record actual locations and mounting heights of outlet, pull, and junction boxes. 1.05 REGULATORY REQUIREMENTS A. Conform to requirements of CEC. B. Furnish products listed and classified by Underwriters Laboratories, Inc. 1.06 PROJECT CONDITIONS A. Verify field measurements areas shown on Drawings. PART 2- PRODUCTS 2.01 OUTLET BOXES A. Sheet Metal Outlet Boxes: ANSI/NEMA OS 1, galvanized steel. Install all box rings to finish flush with final finish grade; thoroughly review Architectural drawings for proper location. Note: Typical plaster finishes within any given plane are made•up of 2 depths (7/8" thickness typical) B. Cast Boxes: NEMA FB 1, Type FD,,aluminum, cast feralloy. Provide gasketed cover by box manufacturer. Provide threaded hubs_ 2.02 PULL AND JUNCTION BOXES A. Sheet Metal Boxes: NEMA OS 1, galvanized steel. HOAG MEMORIAL HOSPITAL PRESBYTERIAN SECTION 16130 CW-PED LINK FIBER OPTIC CABLE RE-ROUTE UPPER LOOP BOXES HOAG 125738 Page 2 RBB B. Surface -Mounted Cast Metal Box: NEMA 250, Type 4 or6; flat -flanged, surface -mounted junction box. C. Material: Galvanized cast iron. D. Cover. Furnish with ground flange, neoprene gasket, and stainless steel cover screws. PART 3 - EXECUTION 3.01 INSTALLATION A. Install electrical boxes as shown on Drawings, and as required for splices, taps, wire pulling, equipment connections and compliance with regulatory requirements. B. Install electrical boxes to maintain headroom and to present neat mechanical appearance. C. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas only. D. Inaccessible Ceiling Areas: Install outlet and junction boxes no more than 6 inches (150 mm) from ceiling access panel or from removable recessed luminalre. E. Install boxes to preserve fire resistance rating of partitions and other elements, using materials and methods under the provisions of all Sections. F. Align adjacent wall -mounted outlet loxes for switches, thermostats, and similar devices with each other. G. Use flush mounting outlet boxes in finished areas. H. Do not fasten boxes to ceiling support wires. I. Support boxes independently of conduit J. Use gang box where more than one device is mounted together. Do not use sectional box. K. Use cast outlet box in exterior locations exposed to the weather and wet locations. L. Other Locations: Use surface -mounted cast metal box. M. The minimum concrete pour depth shall be 4 5/8" [117mm). The sleeve shall contain four leveling legs to provide full pre -concrete pour adjustment. Additionally, the box shall contain two locking toggles to secure the box assembly to the sleeve and to allow for post concrete pour adjustment. The floor box shall be warranted for one year from the date of final acceptance. END OF SECTION 1 ,1MACTEC engineering and constructing a better tomorrow October 5, 2007 Ms. Sylvia Botero, AIA Senior Vice President RBB Architects, Inc. ' 10980 Wilshire Boulevard Los Angeles, California 90024 ' Subject: Geotechnical Consultation Proposed 125738-CW-PED Link Fiber Optic Cable Re -Route Hoag Memorial Hospital Presbyterian ' One Hoag Drive Newport Beach, California MACTEC Project 4953-07-1981 ' Dear Ms, Botero: 1 F 1 1 t 1 t We are pleased to submit the results of our geotechnical consultation for the proposed PED Link Fiber Optic Cable Re -Route located on the Hoag Memorial Hospital Presbyterian campus in Newport Beach, California. Our predecessor firm of LeRoy Crandall and Associates (LCA) previously performed geotechnical investigations for numerous nearby buildings at the hospital campus; a number of our prior projects are in the immediate vicinity of the proposed PED Link Fiber Optic Cable Re -Route alignment; the results of the prior pertinent geotechnical investigations are presented in the following reports: • Hoag Cancer Center; report dated May 26, 1987 (LCA Project No. AE- 87147); • Nursing Wing and Power Plant; report dated August 15, 1969 (LCA Project No. A-69080). In addition, we have available a report prepared by Foundation Engineering Co., Inc. dated March 30, 1987. ' MACTEC Engineering and Consulting, Inc. 5628 East Slauson Avenue • Los Angeles, CA 90040-2922 • Phone: 323.889.5300 • Fax: 323.721.4700 ' R88archilecis—GeolechnicalConsulra0ai Oclohei-5,2007 ' J1ACTEC Engineering wicl Consulting, hic., Projecl 49 3-07-1931 ' Data from the prior pertinent subsurface explorations adjacent to the proposed PED Link Fiber Optic Cable Re -Route alignment as presented in the prior reports: referenced above are considered ' applicable for the proposed alignment. We accept responsibility for the use and interpretation of the data presented in these reports. and we concur with the interpretation of data as presented in the ' reports. No new borings were drilled for this geotechnical consultation. ' PROJECT DESCRIPTION 11 'J LJ I I It is planned to re-route the link fiber optic cable located along West Hoag Drive at the Hoag Memorial Hospital Presbyterian campus in Newport Beach. California. The proposed fiber optic re-route project will include the construction of neNN precast concrete pull boxes (Boxes C055. C059. C125. C145. C165 and C175). and new underground conduits routing bet\veen the proposed new pull boxes and existing manholes that are planned to be left in place as shown on the attached Plot Plan. The logs of selected borings adjacent to the proposed alignment arc attached. The proposed new pull boxes are approximately 5'-9-' feet by Y-9- feet in plan dimensions and approximately 5'-6" feet in height. According the specifications provided by Jensen Precast. the weight of the new pull boxes will be on the order of 5.400 pounds SOIL CONDITIONS Our prior pertinent borings show fill soils. 0 to li feet in thickness. were found in the borings previously drilled adjacent to the site. The fill soils consist predominantly of silt\ sand_ clay and clayey silt. The natural soils beneath the fill consist of silty sand. silt and clay, and sand. The upper natural soils are moderately firm. Ground water was encountered in the previous borings adiacent to the site at depths of 14 to 39 feet below the existing ground surface. 1 2 ' RBBArchilects—Geolechnical Colisldtation October 5, 2007 ' LL,1CTrCEngineering and Consulring,btc..Project -l9i:-07-1951 t 1 I RECOMMENDATIONS Because of the relatively light weight. the proposed pull boxes may be founded in the existing fill or natural soils. Where existing fill soils are encountered. the existing fill soils should be exceeded to a depth of at least one foot below the bottom of the pull box and replaced as properly compacted fill. The,pull boxes can be designed to impose a net dead -plus -live load pressure of up to 1.000 pounds per square foot. The underground conduits may be established in the existing fill. if deleterious materials are encountered in the conduit excavations- the materials should be removed and replaced with properly compacted fill. Settlement We estimate the settlement of the proposed pull boxes. supported on spread footings in the manner recommended, will be less than % inch. Foundation Inspection To assure that the soils at the design foundation level will provide satisfacton• support- foundation excavations should be cleaned of loose soils and subsequently inspected by personnel of our firm prior to placing concrete Lateral Earth Pressure For walls below grade; where the surface of the backfill is level. it can be assumed that drained soils will exert a lateral pressure equal to that developed by a fluid with a density of = i pounds per cubic foot. 3 F, 1 1 1 t RBB: I rchitecis—GcoteclUlical CollSaliatioti Octoher j. 2007 ;t L-1CTCC Csgnveering acid Cotisultnvg, Inc., Project d953-07-1981 In addition to the recommended earth pressure. wall adjacent to areas subject to vehicular traffic should be designed to resist a uniform lateral pressure of 100 pounds per square foot. acting as a result of an assumed 300 pounds per square foot surcharge behind the walls due to normal vehicular traffic. Grading All required fill should be uniformly well compacted and observed and tested during placement. The on -site soils can be used in any required fill. Site Preparation After excavating as recommended; the exposed soils should be carefully observed for the removal of all unsuitable deposits. Next- the exposed soils should be scarified to a depth of 6 inches. brought to near -optimum moisture content. and compacted with appropriate. At least the upper 6 inches of the exposed soils should be compacted to at least 90% of the maximum dry densit}' obtainable by the ASTM Designation D1557-02 method of compaction. Excavations and Temporary Slopes Where excavations are deeper than about 4 feet; the sides of the excavations should be sloped back at 1:1 (horizontal to vertical) or shored for safety. Unshored excavations should not extend below a plane drawn at I %:1 (horizontal to vertical) extending downward from adiacent existing footings We would be pleased to present data for design of shoring if required Excavations should be observed by personnel of our firm so that any necessary modifications based on variations in the soil conditions can be made. All applicable safety requirements and regulations. including OSHA regulations. should be met. Compaction Any required fill should be placed in loose lifts not more than 8-inches-thick and compacted. The fill should be compacted to at least 90% of the maximum density obtainable by the ASTM Designation D1557-02 method of compaction. The moisture content of the on -site soils at the time of compaction should vary no more than 2% below or above optimum moisture content. 4 I I 1 1 i RBB Architects —Geotechnical Consrdtntion October 5, 2007 .IUCfEC Engineering mrd Consuhnrg, hrc., Project 4953-07-193/ Backfill All required backfill should be mechanically compacted in layers: flooding should not be permitted. Proper compaction of backfill will be necessary to reduce settlement of the backfill and to reduce settlement of overlying slabs and paving. Backfill should be compacted to at least 90% of the maximum dry density obtainable by the ASTM Designation D1557-02 method of compaction. The on -site soils can be used in the compacted backfill. Material for Fill The on -site soils. less any debris or organic matter; can be used in required fills. Cobbles larger than 4 inches in diameter should not be used in the fill. Any required import material should consist of relatively non -expansive soils with an expansion index of less than 35. The imported materials should contain sufficient fines (binder material) so as to be relatively impermeable and result in a stable subgrade when compacted. All proposed import materials should be approved by our personnel prior to being placed at the site. GENERAL LIMITATIONS Our professional services have been performed using that degree of care and skill ordinarily exercised. under similar circumstances. by reputable geotechnical consultants practicing in this or similar localities No other warranty, expressed or implied_ is made as to the professional advice included in this letter. The scope of this consultation did not include geologic or seismic studies for the site. Accordingly. our conclusions and recommendations are for static loading conditions only. however_ this does not imply that there is a geologic or seismic hazard affecting the site. Also, the assessment of general site environmental conditions for the presence of contaminants in the soils and groundwater of the site was beyond the scope of this consultation. 5 RBB Architects—Geotechnical Consultation MACTECEngineering and Consulting, Inc, Project 4953-07-1981 October 5, 2007 It has been a pleasure to be of professional service to you. Please call if you have any questions or if we can be of further assistance. Sincerely, MACTEC Engineering and Consulting, Inc. Lan-Anh Tran Marshall Lew, Ph.D Project Engineer Senior Principal Vice President P:14953 Geotech12007-projI71981 RBB Architechtsl4.1 Reporls14953-07-19811t0/.doc (4 copies submitted) Attaclunent: Plot Plan Logs of Boring No.522 Exp.3-31-09 0 REFERENCE: NEW UNDERGROUND CONDUIT PARTIAL SITE PLAN, \ 21, � SHEET E1.0 (DATED 09-05-07) BYRBB ARCHITECTS INC. �,4 i " LEGEND: ;$ 6 4D PRIOR MACTEC INVESTIGATION � r� (PROJECT NO.AE-87147) - R a� ac 2e PRIOR MACTEC INVESTIGATION —WI p .;„.••_ Ifs (PROJECT NO. A-71235) \\` 'M�-'"� \(� a „•,.•�'-'� } 24 PRIOR MACTEC INVESTIGATION \� \'Z� V - (PROJECT NO.A-69080) "o-� �13 Q5 BORING BY OTHERS BORING LOCATION AND NUMBER oav 1 20 149 \ \\\,oeo \`\ \j\\ \s \\; ter}';\ \\! , 1 {�c.[�o6s�5� (�13 I TRIES FCR iul 177; 1, NEI i -T- 'f)'r& Z-"u'= \ •-�\-- 0 50 100 200 F SPAFII -- -- Scale in Feet MACTEC 5628 F. AVENUE LOSANGELESON LOS ANGELES, CAUFORNIA 90040 (373)8895300 FA%(323)8895398 FIGURE I PLOT PLAN 125738-CW-PED LINK FIBER OPTICCABLE RE-ROUTE HOAG MEMORIAL HOSPITAL PRESBYTERIAN ONE HOAG DRIVE, NEWPORT BEACH, CA PROJECT NO. 4953-07-1981 REV190N: D41E 10 04 07 SCALE DWG 8F. T.T. CHECRED'BF. PREVIOUS INVESTIGATION (PROJECT No. AE-87147) Y �, BORING 1 ' z c`uc O O P z z z w J DATE DRILLED: April 25,1987 > rn o 0 � to Of a EQUIPMENT USED: 5'- Diameter Rotary Wash Lu p 0 0 Q v < ' ELEVATION 52-1/2' SM SILTY SAND -fine, light brown ' Sp SAND -tine, oxide stains,,lighl grey 1 50 m 3.9 101 14 5 U c ro 124 98 11 ' L 45 � Fine to medium m m 10 7.3 98 14 c E Fine to coarse, few Gravel io C c 40 132 95 15 =::$ N -8 a :'Q=: Fine ui _ 15 0'm t 13.9 100 20 t N O m 35 •'Q`- 00 cmi 20 30.2 90 14 rr g m D o m - { SM SILTY SAND -tine, light grey m � 30 � Some Clay layers N r o 29.5 90 16 C m I 3 H m 25 CL CLAY - brown LL a m 67.0 60 5 m 25 CLAYSTONE - dark grey Petroleum odor m o tz 30 � ? -6 48.7 71 14 F S 3 20 O � c m N 67.6 58 14 35 Elevations refer to datum of reference topograph c n m plan; see Plate t for boring location. z ^m 15 w a 48.8 70 13 40 J (CONTINUED ON FOLLOWING PLATE) ^ LOG OF BORING LeROY CRANDALL AND ASSOCIATES BORING 1 (Continued) DRILLED: April 25,1987 MENT USED: 5% Diameter Rotary Wash Slight petroleum odor C Interbedded lenses of Sand v m � m = U _C •m m 'O m N 'O C V1 m m c E oa � c m i So I - o O � � m cL O m m r � C 0.2 • T:0 O C U m • m m r o. m Nt 7 c O m L O C m 3 ?_ wNOTE: Drilling mud used in drilling process. Water level not ' O n established. Grouted boring with cement. m c u m O m 'O 'C m � C m m .O o .. �• c _ m m �- L — m O 2 • LOG OF BORING LeROY CRANDALL AND ASSOCIATES �YYY� YY� �Y1Y� 10Y�� �YYY� ♦Y� YYYY� ♦Y• YYYY� 1 jYjQ �YYY� �YYY� �YYY� Y� 1YYY� fIGJr-F 3 r o. W O 5 PREVIOUS INVESTIGATION (PROJECT No. AE-87147); W — BORING 2 cc F� o w� Z n W DATE DRILLED: APril25, 1987 O o r7 H > -T a. EQUIPMENT USED: 5-- Diameter Rotary Wash ¢� a v o v 0 V U) ELEVATION 53-12 SM SILTY SAND - fine, some Clay, light reddish brown 6.7 ' 115 14 CLAYEY SAND - fine to coarse, few Gravel, fight grey and brown SC Lenses of clay 8.1 111 , 7 SAND -fine, some Sift, oxide stains, right brown := SP '•_ SM 10 9.9 92 18 - 15 13.3 95 14 20 27.3 94 47 25 27.1 97 27 61.4 1 64 4 30 57.9 64 4 35 57.3 66 7 40 Some nodules SANDY SILT - light grey CLAYSTONE - bedded, grey Oxide stains (CONTINUED ON FOLLOWING PLATE) LOG OF BORING LeROY CRANDALL AND ASSOCIATES BORING 2 (Continued) : DRILLED: April 25. 1987 PMENT USED: 5-- Diameter Rotary Wash Layer of Chert Slight petroleum odor Dark grey Some nodules NOTE: Drilling mud used in drilling process. Water level not established. Grouted boring with cement. LOG OF BORING LeROY CRANDALL AND ASSOCIATFc PREVIOUS INVESTIGATION (PROJECT No. AE-87147) _ BORING 5 w C9 U O ¢ �` w` H � O w o. z w DATE DRILLED: April 23,1987 nj w O o } N ? s EQUIPMENT USED: 20'- Diameter Bucket _a w o` o v U) ELEVATION 51 50 52 117 5 SM SILTY SAND - fine, some Clay, few rootlets, light brown 21 99 3 SP SAND -fine, oxide stains, light reddish brown v o m 5 O c 45 7.1 ' 102 6 m t0 •O m Lenses of Clay m 4.1 98 6 Light grey v ni m m 10 3 o E 40 c 3.1 109 5 ro m Y c o N 15 262 92 6 w V t O a o NOTE: Water not encountered. No Caving. m ro C n m T'•�U O C �> o ro c on U m m M M.B. (7 c m o> ro . u. o m a m � C n 02 C N � 1 tt) t m � C m m a m 3 O S o c t r H m n z m w �a 3 LOG OF BORING LeROY CRANDALL AND ASSOCIATES k(C�URE � PREVIOUS INVESTIGATION (PROJECT No. AE-871'47); o ¢„ o BORING 6 a v F2 cc- o to W W W a J J DATE DRILLED: APril 23.1987 w o. a} w'f 0- EQUIPMENTUSED: 20% Diameter Bucket Jj w p :E W� Wes'. Q o p V) ELEVATION 53-1/2 SM SILTY SAND - fine to medium, light reddish brown 22 103 5 SP SAND - fine to medium, lenses of Clay, 50 _.:• reddish brown E 10 Fine 3.1 1 91 1 10 ' :.--A I Light grey 3.4 1 98 1 5 15 1 1 12.6 1 98 1 5 1 IfI il1IISM I SILTY SAND - fine, light grey NOTE: Water not encountered. No caving. LOG 0 BORING I DATE DRILLED April28, 1969 QEQUIPMENT USED: 18"-Diometer Bucket ML FILL - CLAYEY SILT and SILTY SAND MIXTURE - 4.2 114 11 SM mottled light and dark brown 65 . I 5 � CLAYEY SAND -Fine, rootlets, brown 12.2I 121 I SILTY CLAY -jointed, mottled grey and brown C! 60 26 3 99 10 Layer of SILTY SAND - light brown 55 34.0 88 � Light grey F 15-I--- 27.5 93 1 MIL SANDY SILT - brown SAND -fine, light grey „ $P 50 NOTE: Water not encountered. No caving. * Elevations refer to datum of City of Newport Beach. Soils classified in accordance with the Unified Soil Classification System. PREVIOUS INVESTIGATION (PROJECT No. A-69080) LOG OF BORING LEROY CRANDALL AND ASSOCIATCS f ((�L)Pai `E- _ PREVIOUS INVESTIGATION (PROIFCTNn A_AQnum I I Ft (ga p-6 (a PREVIOUS INVESTIGATION (PROJECT No. A-69080) { BORING 5 ��� 3`, y��4`, F DATE DRILLED :May 2, 1969 oa�O�e oJP�Q�' EQUIPMENT USED'. 18"-Diameter Bucket O c, cVnTtnot .n n I3M FILL - SILTY SAND and t-LAYtY JILI PAM IURC - I brown CLAYEY SAND - fine, rootlets, brown 8.3� 105 601 1 9.8I 1051 1 i 4.71 1041 SAND - fine, some Clay, light brown P I 55 3.31 100i Icii1 SILTY CLAY - jointed, mottled grey and brown I j L 29.31 95 i f -- NOTE: Water encountered at a depth of 36'; water 50 y j 1 level at a depth of 38' 15 minutes after com- 29.7' 94 I pletion of drilling. No caving. 1 j I 45 SILTY Sal D -fine, light grey M' ^^ C Fi ad 40- i 2� 5.0 �_93 Brownish grey Layer of CLAYEY SAND i 1 � i 35 ML SANDY SILT -some mica, brownish -grey 3 24.71 95 I C CLAYEY SAND - fine, few gravel, brownish -grey 3a� C 3., I �_ 72 7 i SAND ^fine, few grovel, some Clay, mottled brown • and grey 25 I �i L SILTY CLAY -jointed, grey 201I LOG OF BORING 45 42-3 76 LEROY CRANDALL AND ASSOCIATES �It�u�e it PREVIOUS INVESTIGATION (PROJECT No. A-69080) Pl�Url� i't PREVIOUS INVESTIGATION (PROJECT No. A-69080) BORING 8 DATE DRILLED . May 7, 1969 �Q" EQUIPMENT USED: 18"-Diometer Bucket v O� oQQ`\y P t ELEVATION 69.0 SM FILL - SILTY SAND and CLAYEY SILT MIXTURE - ML few pieces of concrete, wood, brown 9.1 127 65 10.11 123 60 � 1 11.6 110 SC CLAYEY SAND - fine; brown 55- 10.7 114 r i 8.2 112 SM SILTY SAND - fine, brown 5.4 102 Sp SAND - fine, light brown 50 2 i 4.9 96 NOTE: Water not encountered. Raveling from 18' to 20` 45 1 I 1 (to 24" in diameter). 1% BORING 11 �"i 3',y��t*� t� DATE DRILLED : April 29, 1969 EQUIPMENT USED: 1811-Diameter Bucket F" ELEVATION 74.0 SM FILL - SILTY SAND.and SILTY CLAY MIXTURE - CL rootlets, mottled brown and grey 9.2 122 70 6.5i 98 IIII f 65 1 7.6 97 T Sp SAND -fine, light grey 60�2.5 1 99 2.6 94 55- - 20 2.9 93 Layer of SANDY SILT - brownish -grey j 50 2.51 98 Lenses of Silt 2 45 Light brown A° Layer of SANDY SILT - brown NOTE: Water not encountered. Slight raveling below 13'. PREVIOUS INVESTIGATION (PROTECT No. A-69080) LOG OF BORING LEROY CRANDALL AND ASSOCIATES PI G U g6 Iq BORING 12 DATE DRILLED : May 7, 1%9 EOUIPMENT USED: 18"-Diameter Bucket SM FILL - SILTY SAND and SILTY CLAY MIXTURE - 55 :: CL brown 16.0 110 1 SM SILTY SAND -'fine, brown :•' SP SAND - f Ine, yellowish -brown 12.) 95 Lenses of Silt 89 r26.0 94 45 1 L1 SANDY SILT - grey ML 40 CL SILTY CLAY - brownish -grey 52.0 ` 66 1 SHALE -dark brown and black 20 35 j I( 43.1 75 41.5 74 25 30 42.3 74 NOTE: Slight water seepage encountered at a depth of 17'; no water in boring at completion of drilling. No caving. PREVIOUS INVESTIGATION (PROJECT No.A-69080) LOG OF BORING LEROY CRANDALL AND ASSOCIATES rib LIAR IS 12.11 115 BORING 14 7ATE DRILLED : May 7, 1%9 EQUIPMENT USED: IV -Diameter Bucket %TtON 55.0 FILL -SILT F% D-a t % debris c wood, wire, 'brown CLAYEY SILT -some Sand, brawn SAND - fine, light brown 9.6 94 45 1 NOTE: Water not encountered. No caving. 401 1 concrete, PREVIOUS INVESTIGATION (PROJECT No. A-69030) LOG OF BORING . ( ,n .InAl I nKIn ASSOCIATES BORING 19 ,� �E• �`' 0`��`, DATE DRILLED . May 5, 1969 EQUIPMENT USED. i$"-Diameter Bucket (� 35 30 �� I 14.7 108 GLC YMI •VL. JJ../ ' SM FI L - S L D and SANDY ILT MIX f: - M1 about 40% debris of concrete, wood, metal ani gloss, brown and grey � 1 CL SANDY CLAY -dark brown 14.6 116 Very sandy 251 1 i 16.4 113 20 1 24.3 101 1Grey NOTE: Water encounterd at a depth of 14.5'; water level a depth of 13.5' 15 minutes after completion of dr 9 t..., Cnvinn From 0' to 5' (to 36" in diameter). 0 PREVIOUS INVL-ST1GA"PION (PROJECT No. A-69080) LOG OF BORING 3t 11- i LEROY CRANDALL AND ASSOCIATES BORING 20 DATE DRILLED May 7, 1969 Oa 'Z ;•�C`�p�/moo° Q�' EQUIPMENT USED. 18"-Diameter Bucket Qom/ �� �� ��,•/P \` ELEVATION 44.0 ML L - M SILTY SAND - fine, some Clay, rootlets, brown 11.61 118 13.4 117 _ 23.4 103 46.51 74 CL SILTY CLAY - mottled brown and grey NOTE: Water seepage encountered at a depth of 14'; no water in boring at completion of drilling. No caving. PREVIOUS INVESTIGATION (PROJECT No. A-69080) LOG OF BORING LEROY CRANDALL AND ASSOCIATES BORING 24 DATE DRILLED : July 28, 1969 J�c1 �y o EQUIPMENT USED: 18"-Diameter Bucket ELEVATION 80.0 ASPHALTIC PAVING FILL - SILTY SAND - SILTY CLAY MIXTURE - 4.6I 116 ( mottled brown 75 T . 7.3 111 it f Some organic matter i � 98 SP SAND - fine, brownish -grey 701 1 5.8 I I I I I I 2.8 98 651 1 I � 2.8I 105 i 60 i 55 Im 45 L 40 1.6101 11. I � � j 2.5 96 Grey 2.1 93 3.2 98 Reddish -brown and grey NC TE: Water not encountered. Slight raveling from 25' to 30' (to 20" in diameter). 92 1 j '1 I PREVIOUS INVESTIGATION (PROJECT No. A-69080) LOG OF BORING LEROY CRANDALL AND ASSOCIATES O&L'A6 11 Soil Engineering Report 301 Newport Blvd. Newport Beach, California � o 19' 29' �I 45' LOG OF TEST HOLE No. 8 N I W I - 4 200 DESCRIPTION SAND, Grayish brown, dense, moist ...:? 20 4 100 12 7 94 100 6 28 7 100 34 '.j 27 89 96 12 V. SILTY SAND, Dark dense, gray, wet, with traces of clay, some Te gravel 26 26 98 46 t4l 29 58 53 92 100 100 100 85 83 80 SILTSTONE, Grayish black, very stiff, moist F 0 U N D A T ' soil Engineering Report f 301 Newport Blvd. ' Newport Beach, California LOG OF -TEST HOLE No. 13 'N I w 4 200 DESCRIPTION a 14 35 98 71 6" A.C. FILL, Sandy Clay, dark brown, medium compact, moist, some gravel- 7 117 99 46 SAND, mottled brown, dense, moist `•';`•_ 18 19 100 22 Intermittent layers of silt 4 101 100 19 o g.rtoQ• SAND GRAVELLY ;�•.00Q'oe Grayish white, dense, moist °•QOo� e 4 116 94 6 •OD•••ego, 'F 0 U N D A ARNOLD SCHWARZENEGGER Governor STATE OF CALIFORNIA-THE RESOURCES AGENCY ' CALIFORNIA COASTAL COMMISSION South Coast Area Office -a 200 Oceangate, Suite 1000 Long Beach, CA 90802.4302 ' (562) 590.5071 EXEMPTION LETTER Date: February 1, 2008 Reference Number: 5-08-022-X Npo r loCked4. 000. Applicant Name: Hoag Hospital LQg6" --Q007 Project Location: 1 Hoag Drive (Lower Campus), Newport Beach (Orange County) Project The project consists of installation of fiber optic cable lines. Description: This is to certify that this location and/or proposed project has been reviewed by the staff of the Coastal Commission. A coastal development permit is not necessary for the reasons checked below: _ The site is not located within the coastal zone as established by the California Coastal Act of 1976, as amended. The proposed development is included in Categorical Exclusion No. adopted by the California Coastal Commission. _ The proposed development is judged to be repair or maintenance activity not resulting in an addition to or enlargement or expansion of the object of such activities and not involving any risk of substantial adverse environmental impact (Section 30610(d) of Coastal Act). _ The proposed development is an improvement to an existing single family residence (Section 30610(a) of the Coastal Act) and not located in the area between the sea and the first public road or within 300 feet of the inland extent of any beach (whichever is greater) (Section 13250(b)(4) of 14 Cal. Admin. Code). _ The proposed development is an improvement to an existing single family residence and is located in the area between the sea and the first public road or within 300 feet of the inland extent of any beach (whichever is greater) but is not a) an increase of 10% dr�more of internal floor area, b) an increase in height over 10%, or c) a significant non-attached structure (Sections 30610(a) of Coastal Act and Section 13250(b)(4) of Administrative Regulations). _ The proposed development is an interior modification to an existing use with no change in the density or intensity of use (Section 30106 of Coastal Act). _X_ The proposed development involves the installation, testing and placement in service of a necessary utility connection between an existing service facility and development approved in accordance with coastal development permit requirements, pursuant to Coastal Act Section 30610(f). l Page 2 of 2 _ The proposed deyelop'ment is an; improvement to a structure other than a single family residence or public Works facility, and is not subject to a permit requirement (Section 13253 of,Administrative'Regulations,). _ The proposedI development is' the,febuilding of a "structure,. other than a public works facility, destroyed by'nafural disaster.' The replacement conforms to all of the requirements of•Coastal Act'8ecti6n 30610(g)-, _. Other: Please be advised that only'tH6'project described above is exempt from the,permit requirements of the Coastal'Act. Any,change in the project may cause,iit to:lose its ed on, information,provided by'the reeipient'of this exempt status. This certification- is,bas letter. If, at a later date, this'i'nf6Vniation'is found to be'incorrect'orrincomplete,'this letter will become invalid, and any development.occurringaf� tat•.t me:riiust`•cease-until a coastal development permit'is obtained: C. Sincerely, - }. PETER M. DO GLAS r Exec tive Dir ' 'tor Fernie y Coastal ogram Analyst 11 R ' INFORMATION .TECHNOLOGY INFRASTRt oaRECEIVED South Coast Region DEC e' 4 oo7 COASTAL COMMISS}ON California coast Comnussion NUMBEPM South CoastDistii -0ffice � ' ROVF nmt .amo.vxxw - --` 7L: — By: --- ---- EFFECT TURE; EXP, SION RBH ARCHITECTS INC Fundamenot � deeodatort ln. � C i / I - �OAIGL HOAR MEMOi H0.4RLAL PRESBYT r '. RiORMIipN tEGYRIJLDGT . aiFN51iV1!CTME EXPNISgN RAN (Yf�3.MpN1R'/) FEB-6-2008 12:27P FROM:GEOSCIENCE ANALYTICA (805)526-3570 TO:13103123646 R.1/2 GeoScience Analytical, Inc. "establish4d March t981" 608HAILEYCOURT SIMI VALLEY,CA 93065 (805)526-6532 rAX526.3570 EMAIL GEOSCIIOQn AOL.COM 6 February 2008 RBB Architects, Inc. 10980 Wilshire Blvd.. Los Angeles, CA 90024 Attn.: Ms. Cherry Huie RE: Fiber Optic Reroute Lower Loop @ Hoag Memorial Hospital Presbyterian; Impacts on Methane Mitigation Systems Dear Ms. Huie: We have reviewed New Underground Conduit Partial Site Plans prepared for the above referenced project as relates to potential impacts on existing methane mitigation systems made a part of prior site development. Based on this evaluation, we have not identified any impacts on the existing methane mitigation systems. In the eventgasimpervious membrane or piping are encountered during the project, we should be contacted immediately so that we can prepare a repair plan for City review. We have previously prepared repair plans for the Cancer Center and Administration buildings and attach hereto that detail for Cancer Center methane mitigation repair. Sincerely yours, puisoi . President Environmental Audits Hazardous Gas Mitigation Litigation Consulting Petroleum Geochemistry 1" SAND (MIN.) SUBGRADE - SAND (i" MIN.) CONCRETE SLAB PROTECTION MAT (ALT.) 60 MIL HDPE (NEW) TO 30 MIL CPE (EXISTING) TYPICAL VAPOR BARRIER UNDER SLAB m m N m m m r+ N N 60 DRY MILS 3 HDPE SEAL WITH TITUS DOUBLE SIDED SEALANT- TAPE-60 MIL (PRIME PER MAN. REC. WITH 4 "TAPECOAT" OMNIPRIME OVERLAP (H" D co m v 0 i J m SUBGRADE EXISTING 30 MIL CPE MEMBRANE - o Y w ru GAS VAPOR BARRIER LAP DEEn TAIL 5 AMACTEC engineering and constructing a better tomorrow January 16, 2008 Ms. Sylvia Botero, AIA Senior Vice President RBB Architects, Inc. 10980 Wilshire Boulevard Los Angeles, California 90024 JAI 1 8 "" RBB ARCHITECTS INC Subject: Supplemental Geotechnical Consultation Proposed 125738-CW-PED Link Fiber Optic Cable Re -Route Hoag Memorial Hospital Presbyterian One Hoag Drive Newport Beach, California MACTEC Project 4953-07-1981 Dear Ms. Botero: As requested by Ms. Cherry Hieu of your office, this letter provides supplemental geotechnical consultation for the PED Link Fiber Optic Cable Re -Route located on the Hoag Memorial Hospital Presbyterian campus in Newport Beach, California. We previously performed a geotechnical consultation the subject project and submitted the results in a letter report dated October 5, 2007. This letter presents the results of prior corrosivity tests performed on soil samples taken from the vicinity site at the hospital campus. The attached corrosivity test results were available from prior pertinent geotechnical investigations presented in the following reports: • South Building; report dated February 20, 2006 (4953-05-2451) • MRI Building Addition; report dated October 26, 2005 (4953-05-1091) • East Parking Structure Addition; report dated August 11, 1997 (LAW 70131-7-0254.0001) • Hoag Cancer -Center; report dated May 26, 1987 (LCA Project No. AE- 87147); MACTEC Engineering and Consulting, Inc. 5628 East Slauson Avenue • Los -Angeles, CA 90040-2922 • Phone: 323.889.5300 • Fax: 323.721.6700 www.macfec:com m RBB Architects --Supplemental Geotechnical Consultation January 16, 2008 MACTEC Engineering and Consulting, 1nc., Project 4953-07-1981 We accept responsibility for the use and interpretation of the data presented in these reports, and we concur with the interpretation of data as presented in the reports. Our prior pertinent borings show fill soils, 0 to 13 feet in thickness, were found in the borings previously drilled adjacent to the site. The fill soils consist predominantly of silty sand, clay and clayey silt. The natural soils beneath the fill consist of silty sand, silt and clay, and sand. The upper natural soils are moderately firm. The prior corrosion studies indicate that the on -site soils range from moderately corrosive to corrosive to ferrous metals and delerious to portland cement concrete. The priorreport of corrosion studies and test results are presented attached and should be referred to for a discussion of the corrosion potential of the soils, and for potential mitigation treasures. Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable geotechnical consultants practicing in this or similar localities. No other warranty, expressed or implied, is made as to the professional advice included in this letter. A It has been a pleasure to be of professional service to you. Please call if you have any questions or if we can be of further assistance. Sincerely, MACTEC Engineering and Consulting, Inc. Lan-Anh Tran Project Engineer Marshall Lew, Ph.DI Senior Principal Vice President PA4953Geotech\2007-pro✓\71981 RBBArchiteclus\4.I Reports\4953.07.19811102.doc (4 copies submitted) Attachment: Corrosivity Test Results No. 522 p.3-31-09 2 a M.J. SCHIFF & .ASSOCIATES, INC. 431 West Baseline Road TEL (909) 626-0967/FAX (909) 626-3316 Claremont, CA 91711 E-mail- mjsa@)mjschiffcom hitp://www.mjschiifcom TRANSMITTAL LETTER DATE: September 26, 2005 ATTENTION: Ms. Lan-Anh Tran To: Mactec, Inc. 200 Citadel Drive, Suite 200 Los Angeles, CA 90040 SUBJECT: Laboratory Test Data Hoag Hospital - South Building Your# 4953-05-2451 MJS&A # 05-1352LAB COMMENTS: Enclosed are the results for the subject project. T. Keegan Laboratory Manager W.. K4 J. Schiff & Associates, Inc. Consulting Corrosion Engineers - Since 1959 Phone: (909) 626-0967 Pax: (909) 626-3316 431 W. Baseline Road E-mail lab(gjnjschiffcom Claremont, CA 91711 website: mjschiff coin Table I - Laboratory Tests on Soil Samples MACTEC Hoag Hospital - South Building, Newport Beach, CA Your #4953-05-2451, MJS&A #05-1352LAB 19-Sep-05 Sample ID 1 2 @ 19' @ 10' SP ML �ykl Resistivity Units as -received ohm -cm 43,000 14,000 saturated ohm -cm 9,500 1,800 PH 7.9 8.3 Electrical, Conductivity mS/cm 0.04 0.28 Chemical Analyses Cations calcium Cat` mg/kg 16 28 magnesium Mgt' mg/kg ND 10 sodium Na + mg/kg 4 221 Anions carbonate C032- mg/kg ND 35 bicarbonate HCO3 mg/kg 24 519 chloride CI1- mg/kg 20 40 sulfate S042 mg/kg ND 50 Other Tests ammonium NH41� mg/kg 1.4 1.4 nitrate NOt'' mg/kg ND ND sulfide S2. qua[ na na Redox my na na Electrical conductivity in millisiemens/cm and chemical analysis were made on a 1:5 soil -to -water extract. mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts ND = notdetected na = not analyzed Page IofI M.J. SCHIFF & ASSOCIATES, INC. 431 West Baseline Road TEL (909) 626-0967 / FAX (909) 626-3316 Claremont, CA 91711 E-mail: m)sa(aunjschijJ'com h/Ip://www.m/schJJf.conr TRANSMITTAL LETTER DATE: May 18, 2005 ATTENTION: Ms. Lan-Anh Tran To: MACTEC 200 Citadel Drive Los Angeles, CA 90040 SUBJECT: Laboratory Test Data Hoag Memorial Medical Your # 4953-05-1091 MJS&A # 05-0615LAB COMMENTS: Enclosed are the results for the subject project. Laboratory Manager Inc. M. J. Schiff & !'nncu/tine Corro, 431 W. Baseline Road Claremont, CA 91711 Sample ID - Since 1959 626-0967 Fax. (909) 626-3316 E-mail !ab .miscbiff.corn websile: mischiff corn Table 1- Laboratory Tests on Soil Samples MACTEC Hoag Memorial Medical, Newport Beach, CA Your #4953-05-1091, MJS&A #05-0615LAB 3-May-05 @ 5.5- CL 'fir..,Y3r..sr``�^^R°^,^=^t+"s.'tKraaSt;:, rcku'�3lrnmx.T mdHvrB&ff`�i.�16u,`Yd!%"',dlli".�:.wsi� Resistivity Units as -received ohm -cm 13,000 saturated ohm -cm 1,400 pH 8.4 Electrical Conductivity mS/cm 0.25 Chemical Analyses Cations calcium Cal+ mg/kg 36 magnesium Mg* mg/kg 15 sodium Na' mg/kg 178 Anions carbonate C032- mg/kg ND bicarbonate HCO3" mg/kg 571 chloride CI1- mg/kg ND sulfate SO42" mg/kg 67 Other Tests ammonium NH41. mg/kg no nitrate NOP mg/kg no sulfide S2- qual na Redox my na Electrical conductivity in millisiemens/cm and chemical analysis were made on a 1:5 soil -to -water extract. mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts ND = not detected na = not analyzed Page I of I 9 0 M. J. SCHIFF & ASSOCIATES, INC. Consulting Corrosion Engineers - Since 1959 r 9 June 25,1997 9 N N LAW/CRANDALL, INC. 200 Citadel Drive Los Angeles, California 90040-1554 Attention: Mr. Mike Shahabi 1291 North Indian Hill Boulevard Claremont, California 91711-3897 Phone 909-626-0967 FAX 909-621.1419 Email SCHIFFCORR@AOL.COM Re: Soil Corrosivity Study Hoag Hospital Parking Structure, East Addition Newport Beach, California Your #70131-7-0254, MJS&A #97185 INTRODUCTION Laboratory tests have been completed on five soil samples we selected from your boring logs for the referenced parking structure project. Also included is soil corrosivity test data from this site that we tested in 1995 for Hoag Hospital. The purpose of these tests was to determine if the soils may have deleterious effects on underground utilities, hydraulic elevator cylinders, and concrete foundations. The scope of this study is limited to a determination of soil corrosivity and general corrosion control recommendations for materials likely to be used for construction. If the architects and/or engineers desire more specific information, designs, specifications, or review of design, we will be Mhappy to work with them as a separate phase of this project. r I TESTPROCEDURES The electrical resistivity of each sample was measured in a soil box per ASTM G57 in its as - received condition and again after saturation with distilled water. Resistivities are at about their lowest value when the soil is saturated. The -pH of the saturated samples was measured. A 5:1 watensoil extract from.each sample was chemically analyzed for the major anions and cations. Test results are shown on Table 1. CORROSION AND CATHODIC PROTECTION ENGINEERING SERVICES PLANS AND SPECIFICATIONS., FAILURE ANALYSIS • EXPERT WITNESS • CORROSNITY AND DAMAGE ASSESSMENTS k LAW/CRANDALL MJS&A #97185 June 25, 1997 Page 2 SOIL CORROSIVITY A major factor in determining soil corrosivity is electrical resistivity. The electrical resistivity of a soil is a measure of its resistance to the flow of electrical current. Corrosion of buried metal is an electrochemical process in which the amount of metal loss due to corrosion is directly proportional to fhe flow of electrical current (DC) from the metal into the soil. Corrosion currents, following Ohm's Law, are inversely proportional to soil resistivity. Lower electrical resistivities result from higher moisture and chemical contents and indicate corrosive soil - A correlation between electrical resistivity and corrosivity toward ferrous metals is: Soil Resistivity in ohm -centimeters Corrosivity Category over 10,000 mildly corrosive 2,000 to 10,000 moderately corrosive 1,000 to 2,000 corrosive below 1,000 severely corrosive Other soil characteristics that may influence corrosivity towards metals are pH, chemical content, soil types, aeration, anaerobic conditions, and site drainage. Electrical resistivities were in moderately to severely corrosive categories with as -received moisture and at saturation. Soil pH values vaned from 6.5 to 7.5. This range is slightly acidic to mildly alkaline and does not 10 particularly enhance corrosivity. The chemical content of the samples was low. Tests were not made for sulfide or negative oxidation-reduction (redox) potentials because they would not exist in these aerated samples. This soil is classified as severely corrosive to ferrous metals. CORROSION CONTROL The life of buried materials depends on thickness, strength, loads, construction details, soil moisture, etc., in addition to soil corrosivity, and is, therefore, difficult to predict. Of more practical value are corrosion control methods that will increase the life of materials that would be subject to significant corrosion. w 7 LAW/CRANDALL June 25, 1997 MJS&A #97185 Page 3 Steel Pipe Abrasive blast underground steel utilities and apply a high quality dielectric coating such as extruded polyethylene, a tape coating system, hot applied coal tar enamel, or fusion bonded epoxy. Bond underground steel pipe with rubber gasketed, mechanical, grooved end, or other nonconductive type joints for electrical continuity. Electrical continuity is necessary for corrosion monitoring and cathodic protection. Electrically insulate each buried steel pipeline from dissimilar metals, cement -mortar coated and concrete encased steel, and -above ground steel pipe to prevent dissimilar metal corrosion cells and to facilitate the application of cathodic protection. Apply cathodic protection.to steel piping as per NACE International RP-0169-92. As an alternative to dielectric coating and cathodic protection, apply a 3/4 inch cement mortar coating or encase in cement -slurry or concrete 3 inches thick, using any type of cement. Hydraulic Elevator Coat hydraulic elevator cylinders as described above. Electrically insulate each cylinder from building metals by installing dielectric material between the piston platen and car, insulating the bolts, and installing an insulated joint in the oil line. Apply cathodic protection to hydraulic cylinders as per NACE International RP-0169-92. As an alternative to electrical insulation and cathodic protection, place each cylinder in a plastic casing with a plastic watertight seal at the bottom. The elevator oil line should be placed above ground if possible but, if underground, should be protected as described above for steel utilities. Iron Pipe Encase ductile iron water piping in 8 mil thick low -density polyethylene or 4 mil thick high - density, cross -laminated polyethylene plastic tubes or wraps per AWWA Standard C105 or coat with a high quality dielectric coating such as polyurethane or coal tar epoxy_ As an alternative, encase iron piping with cement slurry or concrete at least 3 inches thick surrounding the pipe, using any type of cement. Bond all nonconductive type joints for electrical continuity. Electrically insulate underground iron pipe from dissimilar metals and above ground iron pipe with insulated joints. Encase cast iron drain lines in 8 mil thick low -density polyethylene or 4 mil thick high -density, cross -laminated polyethylene plastic tubes or wraps per AWWA Standard C105. As analternative, encase iron piping with cement slurry or concrete at least 3 inches thick surrounding the pipe, using any type of cement. Electrically insulate underground iron pipe'from dissimilar metals and above ground iron pipe with insulated joints. LAW/CRANDALL June•25, 1997 MJS&A #97185 Page 4 Copper Tube Bare copper tubing for cold water should be bedded and backfilled in the silty sand at least 2 inches thick surrounding the copper. Hot water tubing may be subject to a higher corrosion rate. The best corrosion control measure would be to place the hot copper tubing above ground. If buried, encase in plastic pipe to prevent soil contact or apply cathodic protection. Plastic and Vitrified Clay Pipe No special precautions are required for plastic and vitrified clay piping placed underground from a corrosion viewpoint. Protect any iron valves and fittings with a double polyethylene wrap per AW WA C105 or as described below for bare steel appurtenances. Where concrete thrust blocks are to be placed against iron, use a single polyethylene wrap to prevent concrete/iron contact and to eliminate the slipperiness of a double wrap. All Pipe On all pipe, coat bare steel appurtenances such as bolts, joint harnesses, or flexible couplings. with a coal tar or elastomer based mastic, coal tar epoxy, moldable sealant, wax tape, or equivalent after assembly. Where metallic pipelines penetrate concrete structures such as building floors or walls, use plastic sleeves, rubber seals, or other dielectric material to prevent pipe contact with the concrete and reinforcing steel_ Concrete Any type of cement and standard concrete cover over reinforcing steel may be used for concrete structures and pipe in contact with these soils. Please call if you have any questions. Respectfully Submitted, M.J. SCHIFF & ASSOCIATES, INC. r 4 94.,0 �;r James T. Keegan Enc: Table t =\dots-97197185 dm Reviewed by, Paul R. Smith, P.E. M. J. SCHIFF & ASSOCIATES, INC. 1291 North Indian Hill Boulevard Consulting Corrosion Engineers - Since 1959 Claremont, California 91711-3897 Phone 909.626-0967 FAX 909-621-1419 E-mail SCHIFFCORR@AOL.COM Table 1 -Laboratory Tests on Soil Samples Page I of 2 Hoag Memorial Hospital Presbyterian, Newport Beach, California Your #70131-7-0254, AI'JS&A #97185 June 20, 1997 Sample UD •B-2 B-3 B-5 @g5' @3.5' @2'-7' B-7 @2.5' B-7 @14'-15.5' _ _ _c -0'Lw_ -a_"=�� {+� .ya•-`� lw'TY>a._%+53�%.'..'aw- - ^4r. •F.-- o M.=, . _ silty silty silty Soil Type clay sand sand sand clay Resistivity Units 800 6,400 7,600 6,300 775 as -received ohm -cm 720 3,650 4,800 4,400 740 sammted ohm -cm 6.5 7.0 6.7 6.5 6.6 PH Electrical 0.09 0.05 0.06 0.06 0.15 Conductivity mS/cm Chemical Analyses Cations calcium Ca" mg/kg l6 ND ND ND 32 magnesium Me mg/kg ND NO ND ND 96 IO 116 sodium Na" mg/kg 86 104 77 Anions carbonate C032 mg/kg ND ND ND NO ND bicarbonate HCO3 I. - mg/kg 73 l22 85 85 183 chloride Clt' mg/kg 60 43 39 57 56 57 137 sulfate SO4Z- mg/kg 79 63 41 Other Tests sulfide SZ' qua] na na na on na Redox ntv na on na on an ammonium NH4t* mg/ke a na na na na na ' nitrate N031- mna as na na nag/kg Electrical conductivity in millisiemens/ctn and chemical analysis are of a 1:5 soil -to -water extract. mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts ND = not detected na = not analyzed dom97\97t85x1s CORROSION AND CATHODIC PROTECTION ENGINEERING SERVICES PLANS AND SPECIFICATIONS • FAILURE ANALYSIS • EXPERT WITNESS • CORROSIVITY AND DAMAGE ASSESSMENTS d, 11 tr u 7, M. J. SCHIFF & ASSOCIATES, INC. 1291 North Indian Hill Boulevard Consulting Corrosion Engineers - Since 1959 Claremont, California 91711-3897 Phone 909-626-0967 FAX 96"21A419 E-mail SCHIFFCORR@AOL COM 1iSample ID �a. 1i Table 1 -Laboratory Tests on Soil Samples Page 2 of 2 Hoag hteruorial Hospital presbylerian,'Newport Beach, California Yortr 1t70131-7-02S4, A4JS&A 897185 June 20, 1997 4' Soil Type silty sand Resistivity Units as -received ohm -cm 4,100 saturated' ohm -cm 3,300 PH 7.5 Electrical Conductivity mS/cm O.15 Chemical Analyses Cations calcium Cap' mg/kg 60 magnesium Mg'* mg/kg ND sodium Na'' mg/kg 83 Anions ' carbonate co,' mg/kg ND bicarbonate HCO3I- mg/kg 195 chloride Cil mg/kg 28 sulfate SOaz- mg/kg 124 Other Tests sulfide Sr- qua[ na Redox my na ammonium NH4 . mSlkg na nitrate NO3I- mg/kg na W Electrical conductivity in millisientens/cm and chemical analysis are of a 1:5 soil -to -water extract mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts ND = not detected na = not analyzed d=97V7I85.xls CORROSION AND CATHODIC PROTECTION ENGINEERING SERVICES PLANS AND SPECIFICATIONS • FAILURE ANALYSIS • EXPERT WITNESS • CORROSIVITY AND DAMAGE ASSESSMENTS I 7' I a N I r L J 91 91 11 11 11 11 N 11 M. J. SCHIFF & ASSOCIATES Consulting Corrosion Engineers 1291 NORTH INDIAN HILL.BOULEVARD CLAREMONT, CALIFORNIA 91711 (714) 626-0967 May 18, 1987 LeRoy Crandall & Associates 900 Grand Central Avenue Glendale, California 91201-3009 Attention: Ms. Susan Kemmerrer Re: Soil Corrosivity Tests Hoag Memorial Hospital Newport Beach, California Your #AE-87147, MJS&A #87051 Gentlemen: Laboratory tests have been completed on four soil samples we selected from your borings for the proposed cancer center. The purpose of these tests was to determine if the soils may have deleterious effects on underground utili- ties, hydraulic elevator cylinders, and concrete foundations. The electrical resistivity of each sample was measured in its "as received" condition and, again with distilled water added to create the standardized condition of saturation. Resistivities are at about their lowest value when the soil is saturated. The samples were chemically analyzed for the major anions and cations, and pH was measured. Sulfides and oxidation-reduction (redox) potential, and pH were also measured. Results are shown on Table 1. Electrical resistivities of soils are a measure of their resistance to the flow of corrosion currents. Corrosion currents, following Ohm's Law, tend to be lower in high resistivity soils. The electrical resistivity of a soil varies primarily with its chemical and moisture contents. A commonly accepted correlation between electrical resistivity and corrosivity toward ferrous metals is: below 1,000 ohm -centimeters severely corrosive 1,000 to 2,000 " it corrosive 2,000 to 10,000 " II moderately corrosive over 10,000 " It mildly corrosive Electrical resistivities measured in the laboratory with "as received" moisture content were in moderately corrosive and corrosive categories. When saturated, the sand remained in the moderately corrosive category, but the claystone dropped into the severely corrosive category. The sands were near their most corrosive moisture content as -received. The wide variations in soil resistivity can create concentration type corrosion cells that increase corrosivity beyond what would be expected based on the resistivities alone. pH values of the claystone varied from 4.6 to 6.3 which is very strongly acid to slightly acid. The sand pH was 7.7 to 8.1 which is mildly to moderately alkaline. Soils with a pH of less than 5.0 to 5.5 are detrimental to concrete and asbestos -cement. Oxidizing acids are corrosive to copper. 10 CORROSION AND CATHODIC PROTECTION ENGINEERING SERVICES SURVEYS - PLANS AND SPECIFICATIONS INTERFERENCE PROBLEMS SOIL TESTS . SUPERVISION INSPECTION AND ADJUSTMENT OF INSTALLATIONS LeRoy Crandall & Associates May 18, 1987 MJS&A U87051 Page 2 The chemical content of the claystone was moderate with the predominant com- pound being calcium chloride in the shallow sample. The sands had low chemi- cal content. Sulfides, which are aggressive to copper, showed a trace reaction in the shal- low claystone in a qualitative test and no reaction with the other samples. The lowest redox potential indicates mildly oxidizing conditions in which anaerobic, sulfide producing bacteria may function. They require negative redox potentials to thrive. We classify this site as severely corrosive to ferrous metals and deleterious to concrete. The following corrosion control measures are recommended. Underground steel utilities. should be given a high quality protective coating such as 40 mil extruded polyethylene, 20 mil plastic tape over primer per AWWA Standard C209, or hot applied coal tar enamel or tape per Standard C203. All underground steel should be electrically insulated from above ground steel, dissimilar metals, and cement -mortar or concrete coated steel. Under- ground steel pipe should be made electrically continuous if rubber gasketed, mechanical, grooved end, or other nonconductive type joints are used. For steel piping placed wholly in the sand and protected as recommended above, we would not anticipate corrosion problems for 20 years and probably much longer. Cathodic protection is recommended for underground steel utilities placed wholly or partially in the claystone. A sand backfill would be helpful but does not preclude this recommendation. Hydraulic elevator cylinders should be well coated as described above. Each cylinder should be isolated from buildin, metals by installing dielectric material between the piston platen and car and also in the oil line. The oil line should be placed above ground if possible but, if underground, should be protected as described above for steel utilities. Cathodic protection is recommended for hydraulic cylinders or, as an alternate, each cylinder may be placed in a plastic casing with a plastic watertight seal at the bottom. Cast or ductile iron pipe, valves, and fittings should be encased in an 8 mil polyethylene tube or wrap per AWWA Standard C105 or ANSI 21.5. This is not necessary for iron placed in the sand; however, such iron should not be placed in contact with concrete, cement -mortar, or dissimilar metals. Polyethylene plastic sheets 8 mils thick and dielectric joints may be used to prevent such contact. Copper placed in claystone should be coated with an 18 mil minimum plastic pipe wrapping tape over primer. In addition, an alkalized sand backfill (25 lbs. hydrated lime per cubic yard of sand) is recommended to counteract the 1 acidic claystone. Bare copper should perform well in the sand. r LeRoy Crandall & Associates MJS&A #87051 May 18, 1987 Page 3 An alkalized backfill is also recommended for asbestos -cement. No special precautions are required for plastic utilities placed underground from a cor- rosion viewpoint. However, any iron valves or fittings should be protected as mentioned above. Where metallic pipelines penetrate concrete structures such as building floors or walls, plastic sleeves or other dielectric material should be used to pre- vent pipe contact with the concrete and reinforcing steel. On any type of pipe, bare steel appurtenances such as bolts, joint harnesses, or flexible couplings should be coated with a coal tar or rubber based mastic after assembly. Standard concrete mixes may be used for concrete in contact with these soils using type 1 or 2 cement. Concrete structures should be protected from soils with a pH lower than 5.5. Protection could consist of neutralizing the soil with limestone or hydrated lime or preventing contact with waterproofing or a gravel capillary barrier. Concrete cover over reinforcing steel in concrete contacting these soil's should be at least 2 inches thick if placed against forms and 3 inches thick if placed against earth. Also a water/cement ratio not exceeding 0.50 is recommended to reduce concrete permeability. The scope of this study was limited to a determination of soil corrosivity and its general effects on materials likely to be used for construction. If the architect and/or engineers desire more specific information, designs, specifi- cations, or review of design, we will be happy to work with them as a separate phase of this project. Respectfully submitted, M. J..4CHIFF & AS CIATESS -lz<-� /1'L"4/t Paul R. Smith, P.E. cb Encl: Table 1 - Laboratory Tests on Soil Samples Table 1 - LABORATORY TESTS ON SOIL SAMPLES Soil Resistivity --Chemical Analysis -"'- in mg/kg (ppm) Bicarbonate of dry soil Chloride ------- Sulfate Sulfide ReMVx Boring Soil ohm -centimeters Calcium Magnesium Sodium Na HCO3 4te and As Rec'd Sat'd pH Ca Mg Depth_ Type 24 253 244 283 400 none +290 B2 40.5' clays tone 1,300 690 4.6 80 1345 600 trace +90 B3 7.5' clays tone 1,600 420 6.3 800 4g 138 366 +240 23 122 71 95 none B4 7.5' sand 4,800 4,500 8.1 40 trace +250 34 122 71 105 none B4 10.5' send 3 700 � 2,400 7.7 40 trace Carbonate = 0 for all samples Hoag Memorial Hospital Newport Beach, California MJS&A #87051 F4 9 XIGN3dd`d OTI,E r:Y— _ - •_ _ r-1 0 rq a - - dole flit t�J11 .w -- :=+ t`I G L_I F' E T F.• Cl L 'c U M F% t V STATE OF CALIFORNIA-THE RESOURCES AOENCY COFcrrlor :)CPARIMLNr OF CONSERVATION 1IVISION OF OIL AND GAS .45 WEST RROAOWAY, SUI IL 47s LONG OEACI I• CA 00902 4455 (310) 590.5311 T CLCrAx (310) 590.5301 December 22, 1992 M. F. Wright 5772 Bolsa Avenue, No. 210 fluntinyton Beach, CA 92649 Subject: Petition for Approval of the We].l Status Interpretation Dear. Mr. Wright: The review of your petition for approval of the well status interpretation dated November 9, 1992, has been completed. Your interpretation and analysis of the status Of the wells is fully acceptable to the Division of Oil and Gas and, therefore, approved. The completeness and accuracy of your report has made our job much easier and for that I thank you. There is, however, one minor correction; your report refers to City of Newport Beach "State of Californi.all #3. This should be referred to as Hoag Memorial flospitn], 11State of California" #3 as indicated on your enclosed plot plan. Sincerely, R. C. Manuel Operations supervj•; ' RCM:ses POst•!t" brand tax transmittal memo 7671 II-<-�0•�1 pages + '�t`� +A e QAI CO.>!>.�..�1.... Ph fFrom---"* MERRILL E. WRIGHT Geological & Petroleum Consultant 5772 Bolsa Ave., Suite 210 Huntington Beach, CA 92649 (714) 894-3533 November 9, 1992 NOV 1 9 1,292 Division of Oil & Gas Attn: Rich Manuel 245 W. Broadway, Suite 475 Long Beach, CA 90802 Dear Mr. Manuel: Recently Hoag Hospital Memorial Presbyterian received approval of its Master Plan and certification of its Environmental Impact Report. As part of the approval by the City of Newport Beach, certain conditions and mitigation measures were adopted. One of these measures concerns the investigation of the abandonment quality of well Exxon Newport #1, and other abandoned wells near the project. This mitigation measure reads as follows: #50 Prior to construction of structures over or near the Wilshire oil well, Project Sponsor shall ensure that the Wilshire oil well, or any abandoned, unrecorded well or pressure relief well, is reabandoned to the current standards. Abandonment plans will be sub- mitted to D.O.G. for approval prior to the abandonment procedures. The City's building official shall be notified that the re - abandonment was carried out according to D.O.G. procedures. We wish herewith to present the data on the abandonment quality of each well and petition your approval of our interpretation. There are seven (7) wells of different category near the Hoag Lower Campus property (see map). Three wells were production wells, or attempts at producing oil. Cagney #4 and #5 produced oil; they were abandoned in 1978. Exxon (Wilshire Oil) Newport #1 was a dry hole, and abandoned as such in 1935. The other four wells which are Hoag Memorial Hospital, State of California wells #5, #7A and City of Newport Beach State of California #3 and #4 are either productive gas pressure relief withdrawal wells, abandoned withdrawal wells, or investigative gas source test wells. No "unrecorded well" is known to exist. The Hoag Memorial Hospital State of California wells #5 and #7A are presently producing gas and are two of the three wells, along with #6, that are controlling the Balboa Coves - Lower Campus methane and H2S problem. No abandonment is required. The City of Newport Beach State of California wells #3 and #4 are abandoned. Well #3 was a producing location from 1976 until 1989 when it was abandoned to make way for the widening of Pacific Coast Highway. Mr. Rich Manuel November 9, 1992 Page Two It was originally drilled to 991. A productive gas sand was encountered at 83'. 7" casing was set at 99' with the bottom 16' shop perforated. When the well was abandoned the 7" casing was recovered and the hole filled with drilling mud up to 60'. The remainder of the hole was filled with concrete up to within 8' of the surface. This well is abandoned according to current requirements of the Division of Oil and Gas. Well #4 was an investigative hole to determine if there were productive gas sand at that location. No gas sand was found in the 115' deep hole. Some x2S odor and minor amounts of methane were recorded emanating from the shale. The hole was abandoned by filling it with redimix concrete from 115' to within 2' of the surface. This well is abandoned according to the current requirements, no reabandonment is required. The three oil producing wells or wells which were attempts at producing are all abandoned. They are as follows: James and William Cagney #4 was drilled in 1948 to 1,292'. 5-1/2" liner was set at 1,290' with the top at 1,0121. Perforations were at 1,290' to 1,028' and 8-5/8" casing was cemented at 1,029' and 14" surface casing was cemented at 401. The well produced 90 gravity oil in late 1948 and early 1949. In 1978 the well was abandoned. It was cleaned out to 1,020' and squeeze cemented from there up to the surface. 1-1/2 yards of cement was added to fill the hole. This well is among the Versailles Apartments and is 390' straight back at right angles to the present bluff cliff. The abandonment is not up to current regulations due to the production perforations not being cemented off. The distance from the proposed upcoming building project precludes the need for its reabandonment. James and William Cagney #5 was drilled in 1948 to a total depth of 3,8781. It produced 90 gravity for approximately 7 months. 5-1/2" liner was set at 1,239' with the top at 1,0241. Perforations were from 1,239' to 1,051'. A cement plug had been placed from 1,395' to 1,2401. Other plugs were placed from 3,050' to 2,9071. 8-5/8" casing was cemented at 1,053' and 14" surface casing was cemented at 40' The lower most potentially productive and water bearing sands below 1,400' should be sealed off. This is shown by the well's low 4% water cut during its production. In 1978 the well was abandoned. It was cleaned out to 1,1851. Three joints of tubing were stuck in the hole. Most of the 5-1/2" liner was recovered. The hole was cemented with 351 cu. ft. of cement from approximately 1,050' to the surface. This well is also among the Versailles Apartments and is 220' north of the bluff cliff and 180' east of the present flare location. The abandonment is not current with present Division of Oil and Gas requirements. The perforations are not cemented off. Its distance from the proposed building project should preclude the need for its reabandonment. Exxon Newport #1 was drilled in 1935 and never produced. This is the so called Wilshire oil well named in Measure #50. Mr. Rich Manuel November 9, 1992 Page Three "Newport" #1 was originally drilled in April of 1935 to a total depth of 1,946'. No electric log was run. A drillers log was kept and 13 cores were taken, at selected intervals, from 1,565' to 1,8671. The top 79' of coring detected six weak "heavy" oil shows that, according to the core description, had high water saturation and would not be economically productive. The drillers log, which is less precise than the core data but includes the complete well, found oil and gas shows at 5861, 9351, 9621, 1,2751, 1,540' and 1,548'. The show at 1,540' is described as "sandy shale showing lots of oil". No gas is mentioned. The show at 586' is described as "heaving (soft) sand with gas". No oil is mentioned. The well was originally, during drilling, cased from the surface with 10-3/4" casing to 1,9301. 13-3/8" casing was landed at 8871, and 18" conductor pipe was cemented at 141. In July of 1935 the hole was drilled to its total depth and the 10-3/4" casing recovered. The hole was filled with heavy mud. Attempted to recover the 13-3/8" casing, it did not come. The 13-3/8" casing was cemented with 10 sxs. of cement from 865' to 8481. The 13-3/8" was shot at 5761, 416' and 3201. It was recovered from 3201. This means that from at least 416' down to the bottom at 887', the casing is locked solid in the hole. The hole was filled with heavy mud from 848' to the surface. A wooden plug was driven into the open hole to 301. The open hole and 18" casing were cemented from 30' to the surface (see well diagram). This description offers the present following hole conditions. The hole is open to 1,946'. It has thirteen (13) oil and gas shows. 13- 3/8" casing is stuck in the hole from 887' to 3201. There is a 17' cement plug in this casing from 865' to 848'. The hole above the cement plug is filled with heavy drilling mud. The hole is open formation from 320' to the shoe of the 18" surface casing. The hole is filled from 30' to the surface with a cement plug on a wooden plug to bridge off the hole. (see diagram). The following factors become apparent during an analysis of this well: 1. The well has some oil and gas shows in it. 2. The well is mostly mud filled open hole. The hole is open or non - cased from 1,946' to 887' and 320' to 181, 3. All, but one, of the reported oil and gas bearing sands are presently exposed in the open hole well bore. 4. Two cement plugs and heavy mud are protecting against the migration of gas and fluids up and down the hole. 5. The filling of the hole with heavy drilling mud should control oil or gas influx, as long as the reservoir pressures are maintained near hydrostatic or below. 6, Re-entering the old hole may not be possible due to the 300' length of open hole section above the top of the 13-3/8" casing. Mr. Rich Manuel November 9, 1992 Page Four It is highly unlikely that this well is the source of the gas in the flare area. If it were the major source leak, the gas presence in the well area of the bluff should be much more apparent. The likelihood of entering the hole to the oil and gas shows without casing to total depth, is very low. The reported heavy drilling mud fill left in the hole should be capable of containing gases and liquids up to and somewhat over hydrostatic pressure. The present building plans for the well area are that it will not have construction placed over or near it. It will be left in an open park setting. If the well should ever require work, its location will be highly accessible. It is my professional opinion and recommendation that this well does not, at this time, require reabandonment. It is the intent of the foregoing to offer the well data and analysis needed for your offices to make a decision as to the acceptance of the abandonment quality of these wells. We would ask that you either approve of the analysis by signing this document in the space provided or advise us, in writing, of your conditional approval or disapproval. If it is the latter, please include the well numbers and required changes. Sincerely, M. E. WRIGHT Geological & Petroleum Consultant Attachments: Map, Well Diagram, Histories APPROVED: NOT APPROVED: MEW:DOGHOAG/sc DATE: DATE: , a LL I A C-, (Z ia- M E--k d v svra�+°� CraC�: ells Pt_u CA C t.t I. C mrM w0c)'OE-Ai . pt-yc 20, LUG. J&tI wz mj MErJn� I () tsks C M^-C�7� g<os''{"o��v e \4GO,v`C P40 P 1 S 9962 •;2-75 %�S J E 506 Cts S D. �i2_om l F E l 3 % csGgg � vc:F (�usKED 7- t`z-F45 0�PT OtL SAS 5Croe�..� iry 13nN.5u•��� DtLAs Sblow IN gSF�•�t.L o LL.� CzA5 ) CoivC7csrrn E2/�TC— b�L TY�2 5A-N0 . o - so o,T.. ' w ct SP Li'1)9 -4 G / --TO'rA,L-7Dc 9-r (-t 629 South Hill street Los Angeles, California Aiaaet 8, 1935. S, Zsosp (ate r-7, far.0, Waffle,0 2424 Valencia St,, Santa Ana, Calif. Agent for Wilahira Oil C=oany. Inc. Dear iir. Your . eport of . abaYidonment of hell Uo. !Zo 2ocrtK t .. see. 29, T. 6 S., R. 10 �.. S. B. B. & U,, Ne"rt oil field,. Crs�e County, dated,Auaast Z. 1935. and submitted to We Division on our form 1020 has been ezmined in conjunction ' with -records filed in.this offi.00.. :, reviaw of the reports ,end records shows that the requirements of this Division, which are based on all inform- ation filed with it# have now been fulfilled, Yours truly, g, D, BUh State Oil and Gas Supervisor CC • Mr, D, !C, Weaver Ur. W. D. faith H=tington Beach Mr. R. D. Bush WJGIEKS TPd A61z ' iV%�r%af book FOAM 102. 6IWT U-31 10M t. •TAIL OF LIFORNIA - - - OLrMTMLNTOFNATURALRLLOUROU L-• •� ;;t< 7� DIVISION OF OIL AND GAS LOG OF OIL OR GAS WELL FTpT" Ne�mslr? Coatrnxx j�lahire Oil Company Sec. 29 T, 6 8 , R.10 W S. B._ _B. & M., Well No. _ Ne ort 1 _• _ In compliance with the provisions of Chapter 718, Statutes 1911, as amended, the information given herewith is a complete and correct record of all work done on the well since the previous record, dated Tuly 302 1935y was filed. SIGNED C. R. Waffle By Date A�at 7, 1935 Title Agent Qmidmq Saran r at Corrected total depth 1946'. 7/30/35 pulled 1930' of 10-3/4" casing and filled hole with heavy mud. 7/31/35 Attempted to pull 13-3/8" casing with jacks. to B/1/35 8/P../35 Dumped 10 sacks Santa Cruz cement at 8051. 8/3/35 Shot 13-3/8" at 5769, 418' and 3201. 8/4/35 Pulled 320' of 134/8" casing. Filled hole with heavy mud and set wooden plug in'hole at 30' depth. 8/5/35 Dumped 30 sacks cement on bridge filling hole to surface. Abandoned. �} 4. 4 l L �:' , RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT .Lo.......ng .........Beac...........h California October 12, 1989 Sherwin D. Yoelin ....................................................................................................... 7261 Mars Drive ........... ..... ....... ............ _....... ............ ..........._.............................. Hu......ag on,,,Beach,, CA 92647........................ Hoag Memorial Hospital Presbyterian/ Your report of abandonment of well .................... State .... of ... California,.,1,,.,.,,.,.,,,.....,.,..,,,,,,............................. (Name and number) ,A.P.I. No. ......... 959-206A .................... . Section ........28.., T•..65....... . R...__lOW ...... ..... ... S..B,........ B. & M., ........................... ............ Nawport.............. _............ _...................... _...... field, ................ 9ran&e........ _............................ County, dated .............. September ... TS,,1989.......... received......................Seate)nber„19., 1989 has been .......................... examined in conjunction with records filed in this office, and we have determined that all of the requirements of this Division have been fulfilled. DEC:mh cc: Update Conservation Committee Environmental Management Agency Regulation — Mike Matkosky Hoag Memorial Hospital Presbyterian EDP No Bond Required ........................ M... ....... AIEFFERD ................................................ • Slate OIL and Car SuperoGar By........... .4......(,M...... ...................... Drosses Supervisor .f.o.r .................. .... R... ....K ........ ...Baker ............................... 0G159(9/984)WnRQM) RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS WELL SUMMARY REPORT SUBMIT IN DUPLICATE ,r irator City ofi Newport Beach 1VellNo.Lp State of California API No. / 5 =�ZC1JY Sec. 28 , T.6 S , R. 1 OW S.B. B. & INf, Newport Field, Orange County. Locatio 3730 feet west and 2976 feet north from the southeast corner of Section 28 (C •.a sudnce location from property or section comer, or street center line and/or lambert coordinates) ' . Elevation of ground above sea level 10.4 Feet. All depth measurements taken from KVo1—bound level which is Feet above ground. (Derrick Floor, Rotary Table or Kelly Bushing) In compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the present condition of the well and all work done ther n, so far as can be deters ined from 1 available records. Date 26 August 1976 Signer�'�otr (Engineer or Commenced drilling 8-03-76 Completed drilling—G- 5• Z6 Total depth (1st hole) 42 ft. (2nd) (3rd) Present effective depth 42 feet T__—,- None Commenced producing 8-06-76 Flowing/gas-liftfptimp�ing (Date) (Cross out unnecessary wor ) Initial production Production after 30 days GkOLOGICAL MARKERS DEPTH Top Miocene Shale Surface Top dry gas sand 151 Base dry gas sand 42' Formation and age at total depth Miocene sand Name of producing zone Division A stray sand Clean Oil bbl. per day Crnvity Clesv Oil Per Cent Water Including emulsion Gas DICE. per day Tubing Pressure Casing Pressure N.A. N.A. Dry Unknown N.A. 1.1 psig CASLvc REcoRD (Present Hole) n of Casing A P. I) Depth of Shoe Top of Casing Weight of Casing Grade and Type of Casing New or Secovd Hand Size of He,,, Drilled Numbers of Sacks or Cubic Feet of cement Depth of Cementing of through perforation 2611 17' GL ON line oipe SH 38" 54 cu.ft. N.A. 7" 42' GL 23# J55, range 2, 8 SH 16It Gravel pack to 10 feet round, short T & G (10 Mesh quartz grave. PERFORATED CASLNrG ( Size, top, bottom, perforated intervals, size and spacing of perforation and method.) Bottom joint of 7" is perforated for distance of 25 feet from open base; precut perforations are 2-inch 40 mesh slots on 6-inch centers at 48 slots per foot shop cut with a multiple milling � ma_ i ne .Vas the well directionally drilled? N o • If yes, show coordinates at total depth — 3lcctricallogdepths Not run Other surveys Sample log )G 100(1-Tg-OlRI-!M) ATTACH ONE COPY OF EACH LOG AND SURVEY RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT LDng_Beachx----- -_Caliifornia August 26, 1975 Mr.rl__-----___----------- Citg._Ssll-,_33.CQttevtpsrt Newpa=t_EEach,--CA____32669-------- ------ ------- ---.--. DEAR SrR: Your report of abandonment of Well No.____."Sta._t sz1�B fern a"_z__.•{os9-?0847) ----- R-- E.... .. & M.. .... - Newport----------- ------------ field, ....... ax-ange------------------- County, dated ...... 8l6/16 8/11/76 -------------- received ........... ----....---•----••--� has been examined in conjunction with records filed in this office. A review of the reports and records shows that the requirements of this Division, which are based on all information filed with it, have been fulfilled. LSO:rf cc - Conservation Co=. Orange County Dept. of Bldg. & Safety HAROLD W. MRTAOLF } DC State Oil and Gas Supervisor NO BOND RF.QMMD /:4 r By'--- — - — -- •---•••--- DsputV Su W,oi+ar 013159 t2.75.GSR1-SM) jwM I0a—G Date 13-5-76 RCIOURC[a ACLNCY OP CALIFORNIA n[PARTNCNT OF CON![RVATION DIVISION OF OIL AND GAS History of OMQtt'bY'rMMMIM Well SUBMIT IN DUPLICATE City of BNewport OrBRATO R............................Newport........._._--.-......each .................-..--..-............FIELD..........-.-.-.......-.-.....................-.......-.-...-.-........................ Well No.. ++State of CaliforniaN� _..........................--10�-9-oY7 August 6, 1976 Data.................. ............ __.. _ _ ._. —, 19....---- City Hall 3300 W. Newport Blvd_ (714) 640-2281 ........................-.-....-..--------------.-....___.. (Add,n,) (Tdepboar Numbs,) 28 6 S 10 W S: 8:...B. & M. v Title.......... A.. 9._.en.t .................................................... (Prnidenq Seeraar, er As,nO It is of the greatest importance to have a complete history of the well. Use tlil f rm to report a full account of all important operations during the drilling and testing of the well or during re -drilling, altering of casing, plugging, or abandonment with the date, thereof. Be sure to include such items m hole size, formation test details, amounts of cement used, top and bottom of plugs, perforation details, sidetracked junk, bailing tests, shooting and initial production data and zone tnnparatura. Spud well, 8:00 A.M.; 28-inch hole to 15 feet, 16-inch hole to 34 feet. At depth of 34 feet (ground level datum) penetration ceased due to very hard formation, 10:00 A.M. no gas sand encountered; water slowly leaking into hole below 22 feet. Notified D.O.G. by telephone re status of well and requested permission to abandon same. Abandoned hole at 11:00 A.M. by dumDinq 24 cubic reads of ready -mix slurry remainder of hole RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT Long Beach California October 1.2.1 1989,,,... Sherwin D. Yoelin ........................................................................................................ 7261 Mars Drive Huntin�ton,Beach, CA 92647 Hoag Memorial Hospital Presbyterian/ Your report of abandonment of well.................._"State of California" 3 (Nnmo and number) -A. P.I. No. ....... 059,-20849....................... . Section ......?8....r T..._65...... . R. 19W......_.........5 :B:.......B. & M., ......._... . ............................ ........ Newport............................................... field, .................... Oran&e.._.............................. Court ty, dated ,,,,........September,,,16,,,,,,1989............ received: ................September,.19,,,. 1282 ................ has been examined in conjunction with records filed in this office, and we have determined that all of the requirements of this Division have been fulfilled. DEC:mh cc: Update Conservation Committee Environmental Management Agency Regulation — Mike Matkosky Hoag Memorial Hospital Presbyterian EDP No Bond Required M. G. MEFFERD ............................................................ Sfafa OII and Crrar SUPC ro(ror BY............. v 1................ DepuW Supervisor ,for .................. R. K. Baker ........................................................... GGIa9(grawownFvzM) RESOURCES AGENCY OF CALIFORNIA �^ DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS WELL SUMMARY REPORT SUBMIT IN DUPLICATE rator City of Newport Beach Well No. 0) `State of California 3API No. d— S Sec.. 28,T. 6 S R. IOW, S.B.R.&INI., Newport Field, Orange County. Location 4223 feet west and 3058 feet north of the southeast corner of Section 28 (Give surface location from property or section comer, or street center line and/or lambert coordinates) . Elevation of ground above sea level 11 •0 feet. k11 depth measurements taken from fUlroi-_Cro Ind 1 e1eL._ which is 0 —feet above ground. (Dernck Floor, Rotary Table or Keay Bushing) In compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the prescnt condition of the well and all work done ther so far as canJbp determined from all available records. Date 26 August 1976 Signe� ..nA/ neul,in George P. Zebal (Engineer or Geologist) Commenced drilling 8-11-76 Completed drilling 8-20-76 _ Total depth (1st hole) 99 ' (2nd) (3rd) Present effective depth 99' funl None Commenced producing 8-16-76 Flowing/oes•liftkptrm3rslg (Date) (Cross out unnecessary war s) Initial production Production after 30 days MARKERS DEPTH Top Miocene shale 41 Top dry gas sand 831 Base dry gas sand 87' Top water sand 961 Formation and age at total depth Miocene sand Name of producing zone Division A stray sand Clean Oil bill. per day Gravity Clean Oil Per Cent Water including emulsion Gas NICE. per day Tubing Pressure Casing Pres.um N.A. N.A. Dry Unknown N.A. 5.0 psig CASING RECORD (Present Hole) i of Casing A. I.I.) Depth of Shoe Top of Casing \Veight of Casing Crade and Type of Casing Nowor Second Hand Si:e of Hale Numbers of Sncks Drilled or Cubic Feet of Cement L`epth of Cementing if through perforations 2011 83' GL 48# line pipe SH 3211 184 sax N.A. 711 991 2' 23# J55 ran e 2 8 SH 1611 Gravel pac< to 50 feet round short T & C 10 mesh giartz gravel PERFORATED CASDIG (Size, top, bottom, perforated intervals, size and spacing of perforation and method.) Bottom joint of 7" casing is perforated for a distance of 16 feet from welded bull plug at h--e; precut perforations are 2-inch 40 mesh slots on 6-inch centers at 48 slots per foot cuc'with a multiple milling maching. Vas the well directionally drilled? No —if yes, show coordinates at total depth- -Not run Othersurve s Sample log lectrical log depths— Y `Oleo (1.76-OSRI-3M) ATTACH ONE COPY OF EACH LOG AND SURVEY RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS REPORT OF WELL ABANDONMENT r ang--Bearh............ Caliifornia ------------•--- Mr.__J._Devlin,_A eng—t-_------�----J--- CITY_OF_NEW ORT 3300 Newport- Slyd__ __------___-------------- Newpor_t__Beacn�_CA_______ 92660-_...... _........... ....... DEAR Sm: Your report of abandonment of Well ... o59-20_00) Sec.--28---- T----- fi&_, R 014--•--- -S..B.--- B. -------- --- field, .Orange ___-------- —__---County, dated ---- .101IVIA_---------- received__ll/2/_26.............. has been examined in conjunction with records filed in this office. A review of the reports and records shows that the requirements of this Division, which are based on all information filed with it, have been fulfilled. RC:d cc Conservation Committee Orange County Dept. of Bldg. & Safety Dept. of Oil Field Control BOND NO. U 908 717 Dated 10/15/76 w 3• : =41i. ..:�. - --- DeputySuparvi f O G 169 (2-75-OSR i -8 &I ) RESOURCES AGENCY OF CALIFORNIA I DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS WELL SUMMARY REPORT SUBMIT IN DUPLICATE Operator City of Newport Beach WellNo.4, State of California API No.r\ i-a0150 jec. 28 T.6 S. R, 10W S.B. s. & NI., Newport Field, _ Orange County. Location 4909 feet west and 3202 feet north from the southeast corner of Section 28, T.6 S., (Glue surface locators from property or section comer, or street center Tina and/or lambert coordinates) R. 10 W. , S.B.B. & M. . Elevation of ground above sea level 10.7 feet. All depth measurements taken from y6jxuf—ground level wkd fwxxkxMgW=)dx (Derrick Floor, Emery Table or Keay Building) in compliance with Sec. 3215, Division 3 of the Public Resources Code, the information given herewith is a complete and correct record of the present condition of the well and all work done the so far as can btermined fr m all available records. Date 10-21-76 Signe George P. Zebal (Engineer or Geologist) Commenced drilling 10-19-76 Completed drilling 10-19-76 _ Total depth (1st hole) 115_(2nd) (3rd) Present effective depth 115 feet June. None Commenced produeing­(Jl-A�—Flowing/gas lift/pumping (Date) (Cross out unnecessary we ) Initial production Production after 30 days MARKERS DEPTH Top Miocene Division "A" shale 2 feet Formation and age at total depth Miocene Div."A" shale Name of producing zone NOWO Clean Oil 661. per day Gravity Clean Ga Per Cant water including emulsion Gas Mcf. per day Tubing Pressure Casing Pressurr CASLVG RECORD (Present Hole) iiza of Cuing (A P. 1) Depth of Shoo Top of Casing weight of Cumg Cmda and Type of Casing New or Second Hand Size of Hole Drfiled Numbers of Sacks or Cubic Cement of Cement L`eplh of Cementing if through perfomtou PERFORATED C;ASLV(; (Size, top, bottom, perforated intervals, size and spacing of perforation and method.) Was the well directionally drilled?--Nk__If yes, show coordinates at total depth -- Electrical log depths None Other surveys Lithologic log OGIOO 11-76-0SRbaM) ATTACH ONE COPY OF EACH LOG AND SURVEY •=/. SUBMIT LOG IN DUPLICATE •r a FILL 'LANE IN WITH TYPEWRITER. WRITE ON ONE SIDE OF Pr ONLY l STATE OF CALIFORNIA DEPARTMENT OF NATURAL RESOURCES DIVISION OF OIL AND GAS WELL SUMMARY REPORT Operator....._._..__1PrZinS... 031 Qom-DA"y .._.._.._.._ _ _ Field ............ ._...— ... __...... _ Well No._.—_.-2=�Y ?' & M. 72111 S & 59221 E from N.V;.Corner of I ick'�r t Location......_..___......._._.____._..__.�� —--.__...— _.Elevation of above sea level.......QuQ._...... _.... _._.._..feet. S ee a 2C - 6S - loll ground In compliance with the provisions of Chapter 93, Statutes of 1939, the information given herewith is a complete and correct record of the present condition of the well and all work done thereon, so far as can be determined from all available records. FeB.1C 1 1 T f c Date__—� Si ne(L— �"'=� a D.bieAnderson X.D.Yal-renne;I__........... Title___GsnBxel,uuner T+pDr' (Engineer or Geologuc) (Superintendent) (President, Secretary or Agent) Cable Commenced drilling .......... �Q��.7L�u°O.__...____— ------ ,._Completed drilling --------- _ 15)i.... _.... ___ Drilling tools Rotary Tocal depth._._ 1M _--Plugged depth—_ — _ r GEOLOGICAL MARKERS DEPTH Junk ....... _...... __... —_ YonE--- --- --- SQe... a lmev:Lcsal 1QC_� C-•nmenced producing?I2Qu49.r__2�,19M..—_..._...__ffowing./garhit/pumping (dare) (.em out ..eons.') word') Initial production Production after 30 days Clean Oil bbl. per day Gravity Clean Oil per Corr wale, ineludit, emuLian Gat Mef. per dar Tuhint perms,. Cams pet; 2M 15 9.0 13e o CASING RECORD (Present Hole) Of Cmm6 k. P. 1.) Depth of She Top of Ca:in6 wdabo of Coale, New of Second H,nd Se mle0 Or Lapwdd Grade Of Gating Site of Hole Caine laed,d in Numher of Sark, of Cement Depth of CmnennnS if throu6hperfontioo, 1411 4.01 Cellar 3.H wall New Butt vreld 2011 I eadv mia 3-581t 1029 1 Ground 28# D Smis. H-4o 1 It 490 r J d,k e�l'•-m-� PERFORATIONS e of Cnint From - To Six. of Nd ..tiom I Nmnb of Row:er Din.. Between Centrm Method of Pe,foratiom 1 1290 ft. 1026 ft. 150 Ilesh 18 2n Shon slote A. A. _IIA MAP BOOK CARDS BOND FORMS t 121 ft. ft. ft. it. Electrical Log Depths ...... ... -__._..... ...................................... .___._.---.-----(Attach Copy of Log) A SUBMIT LOG IN DUPLICATE 100. FILLY' ''-AHK IN WITH TYPEWRITER. WHITEONONESIOCOFPN aNLY -- • STATE OF CALIFORNIA DEPARTMENT OF NATURAL RESOURCES DIVISION OF OIL. AND GAS F'E5 11 Iy WELL SUMMARY REPORT�:r;,i•;; , ;�•,;: 1 Operator.... - .......... TS.r'f G_Oj,l_COn.',x'.L................ - ........... Field ............... t----_--....._.---_--....---------- --- --- _.._---------------- Well No.__C2 lIeTT�=ti-------__ -See.$ T. �? _—., R. l ;•r — S, B. & M. -.___ h _Ele eC derrick floor -tI.?�rorII3r__�_--vation of above sea level..-.-... cE ....... 20 m.;t R 1O-a gc°uad - In compliance with the provisions of Chapter 93, Statutes of 1939, the information given herewith is a complete and correct 7 record of the present condition of the well and all work done thereon, so far as can be determined from all available records.) i7 1 C ;I _)i$ Signedi�''l/vTnr�•=TLC Date_.__ - g + ( D.i+l.rnderson 7.J.M&Cenn^y Tirle._.-._..—_::i ` .. �`�Q'!� _ — (Engineer or Geologist) (Superintendent) • "• (President, Secretary or Agent) _ Commenced' drilling..''-Z ' _Com leted drillin 14-' F- ..___..__-....-.Drilling tools Cable -.....9 22- •-------••---...__.__. P g -- Rotary I Total depth.- 'A q7I —.---Plugged deprh— l ------ GEOLOGICAL MARKERS DEP1H ?Tone See 'r_lectrical 10�- -. — Commenced producing..--..._10�27-•----•-•-•-------•---••--•---•�k A' S x�Pumping (duU (cross out unnecessary words) Initial production Production after 30 days Clesn Oil bill. per day Grariry Clean Oil Per Cane Water including emulsion Gar Mef. per day Tobias Presmre Carina Pr.nure 1 B D � 2 $ -0 B D 9.Il . CAsIN, RECORD (Present Hole) >ixe of Coring P. of Depth of Shoe Top of Coring W<ltbe of Caain4 I New or second Hand S amles. orr Lapw,ld Grade of Cellos Sir. of Hole Caine landed in Number of Sank. of Cem<ne Depshof Cemenan; if shrough perfasa[iom )Ltl 1L 1 T Cal_.^_ 1 i).D ••.BIT. _V ew Butt .. F:lll _ L.0fl ae�G:r l r Z •1 42 2 J ,r,, , ro.Iafi 1U.Z 28f` o�lri' ITei9 S"Mls H-)40 —Aa lc' _ -7 f ; ! ' r. PERFORATIONS Size of Carlos From To Site of Pelf oneions I fuaor Be[Disclosenn Meshed of Pcherion, 51,.iI l ^t, fL 10F1 fr. 190 Mec l 13 211 MAP AOK CAROB BOND f6 (w tlb t — I fr. fr. fr. !e. 7 U Electrical Log Depths..—�.� -==� �/----------•---••-•-•----- ----- ----------'--(Attach Copy of Log) REBOURC95 AGENCY OF CALIFORNIA ( ^ DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS f0sP�� SUMMARY REPORT 0.5-f SUBMIT IN DUPLICATE crater Citof Newport Beach �Ve11No.C) State of California] ypI No, 05920849 Sec.- 28, T. 6 S, R.1SLW S.B. B. & M., Newport Field, Orange County. Location 3.791 feet west and 3.24.Q_fee#r. n9Yth of the Southeast corner of Section 28 ( Give surface location from property or section comer, or street center line and/or lambert coordinates) 6 Y_ '— J� /ff Kv) E rl� i� %fl' Go r cr <c'r: ? ? , Elevation of ground above sea level 23.7 t. fee All depth measurements taken from tc•>i"f—�r�!t�dsur-face vvi-: elris +abare- grDtmel. (Derrick Floor, Rotary Table or Kelly Rusbing) "---In-Fompliance with Sec. 3215, Division 3 of the Public Resources Code, the infornfation given herewith is a complete and correct record of the present condition of the well and all work done them so far as can be determ' ed from all avtiflPle records. Date—DaC • � 4 r 1976 Sign ' -e %Joseph T. Devlin, Public works Dir. or Commenced drilling Completed drilling — Total depth (1st hole) 100' (2nd) (3rd) Present effective depth 100 feet junk None Commenced producing 12-2-76 Flowing/g:Tsl&4pumning (Date) (crass out unnecessary wor ) Initial production Production after 30 days erOLOGICAL NfARKERS DEPTH Top Miocene Division "A" Shale 2 ft. Top dry gas sand 70 ft. Formation and age at total depth Miocene gas sand_ Name of producing zone Stray sand Clean OR bbl, per day Gravies Clean Od Per Cant Water including emulsion Gas Mcf. per day Tubing Pressure Casing Pressure CAsL-rG RECORD (Present Hole) •e of Casing (.1. P.I.) Depth of Shoe Top of Casing weight of Casipg Grade and Type of Casing New or Second Hand Size of Hole Drilled Numbers of Seeks or of Cementat Depth of rough rag perforations 2011 100, G.L. 48 lb ft line pipe used 3211 213 sacks 711 100, 2 23 lb/ft J 55 111611 gravel pac ed POWORATED CASING ( Size, top, bottom, perforated intervals, size and spacing of perforation and method.) Basal 301 of 7-inch shop perforated with 2-inch lono, 40 mesh slots with 48 slots per foot. Vas the well directionally drilled? No If yes, show coordinates at total depth _ ilectricallog depths— None Other surveys Lithologic log ATTArf; o`r•• ropy or r4rTT T,Oo 4NT) STrRVVY I ,ESOURCE AS GENCY OF CALIFORNIA _`EPARTNICNT OF CONSERVATION :DIVISION OF OIL AND GAS ' WELL SUMMARY REPORT API No..059-21403 Jaatator Well lid " 21EMORIAL HOSPITAL PRESBYTERIAN "State of California" No. 6 =;x County Sac. T. R. 8.G)d. Newport Orange 28 6S 1OW S.B. _acution (Give tudace location from property or section earlier, street come, tine old/or California coordinates) Elevation of ground above sea I...1 3,740' west and 3,056' north of the Southwest Corner Section 28 12.5' :ommenced J,illin� (dais) Total J.pilt Depth measurements taken (tom lop oft Ground Level (LI ho)a) 56 (2nJ) (3rd) 8-14-89 0 Derrick Floor Rotary Table • Kelly Bushing Wh,eh is 0 6.1 above ground -ampl.ted dt;lling (data) 8-15-89 Present effective depth GEOLO�I,CAL MARKERS I DEPTH :ommanc.d producing (date) 56 I I Junk ] Flowing ❑ Pumping None Gas lift t i lama of producing zones) Miocene Gas i Sand A-1 Formation and age at total doplh Miocene A-1 Clean Oil (bbl a., day) Orov It Clean &I P.tceal wooer Including emulsion Gas (MCI pry day) Tubing Pressure Casing Pressure Imt;al Production 0 0' —Dry Unknown N.A. 5 psi Production After 30 days +. ising (Apt) Top of Casing Depth of Shoe . Weight of Casing Gtude and Type of Coking New or Second Hand Size of Hole DHIlsd Number of Sacks or Cubic Feel of Cement 1 D.pm of Cam.niing (.I lhrou vh o.,famlionO 24" 0 12' Plastic G 3S9 100 sit 1"wal• New 3611 ±2 yards 8" 0 56' Plastic Sch 40 PVC 1120, 160 psi New 181f 1 Hung Gravel Packet —•^ . u.+ w..+...., woe, top, aononi, perforated intervolt, tine and spacing of perforation and method.) 3" casing perforated 16 x 3" x 3/32" horizontal slots/ft. gravel packed. as the well d;raclionally drilled? If yes, show coordinates of total depth Yet © No lectrieal log depths lone ,her surveys lud Logger compliance with Sec. 3215, Division 3 of the Public Resources Code, the Information given herewith is a complete and correct record of the sent condition of the wall and all work done thereon, so far as can be determined (ram all available records. line Tale ;herwin D. Yoelin Engineer dress sly Zip Code '2 lfars Drive ---Huntington Beach, CA 92647 lop. Number Si tar /) — Dote '14/84 urx'2-6331 ,�.-,.�_ 6 .,,, n,. 100 (7/114/DW9R/5M) // SUBMIT IN DUPLICATE nESOL0CAG-9GENCY OF CALIFOBNIA DEPARTMENT OF CONSERVATION DIVISION OF OIL AND GAS WELL SLIUMARY REPORT API No. 059-21409 Operator Wall ,P—; MEMORIAL HOSPITAL PRESBYTERIAN "State of California" No. 7 A Fy. Newport County Orange Sac. 28 T. 6S IR. I loW B.Sld. I S.B. Location (Give surface location from Property or section ewnrq +treat center lino and/or California coordlnaru) 4,214' west and 3,091' north from Southwest Corner Section 28 Elrvotlon of ground above sea luvel 11.5 Commenced drilling (date) 8-14-89 Total depth Depth measurement& taken from top all Ground Derrick Floor Rolary Table Which It () loot above ground Kelly Bushing (1st hole) 4.6 (2nd) 93.5 (3rd) Completed drilling (data) 8-16-89 Present effective depth 93.5 GEOLOGICAL MARKERS I I DEPTH Commenced producing (data) 1 Junk Flowing ❑ Pumping I Gas lift I • I I t I lama of producing zone(,) I Formation and age at total depth Clean Oil r (bbl per day) Gravity Percent worst Clean 011 Including emvleion Miocene A-2 as sand Gat Tubing Pressure (MCI per day) Casing pressure Initial Production Production 0 0 Dry Unknown N.A. 5 psi Al-.r 30 days Ise at ..sing (API) Top of Casing D.plh of Shoo Weight of Casing Glad, and Type of Casing Raw or Second Hand $lie of Hole DIIR.J Number Cubo Fasts of Coma at Depth of Cemenling Per leron61 cn al 2411 0 40' Unknown Unknown S.H. 361' 6.5 yds. 8" 0 93.5' Plastic Sch 40 PVC t120 160 si New 18" Hung Gravel Packe I _... -"" • ---„-,,,,, rv.... ..F, uauom, penorarou Intervote, Ilea and spacing of perforoRon and method,) 8" casing perforated 16 x 311 x 3/32" horizontal slots/ft. gravel packed. 1as tha well directionally drilled? If yes, show coordinate, at total depth 7 Yes RR No None lu,.r surveys Mud Loe>;er c amplionce with Sec. 3215, Division 3 of the Public Resources Code, the Information given herewith is a complete and correct record of the eaant condition cf the well and oil work done thereon, to lot as can be determined from all available records. Qom• _. , P. as I11 Mars Drive a lap .vne Number 714/842-6331 _ ,100 (7/84/DWRK/5ni) 8-20-89 SUMMIT IN DUPLICATE