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HomeMy WebLinkAboutX2010-1365 - MiscSmith Emery Laboratories Field Daily Report /O6c-zo) o 1195 North Tustin Avem d, Anaheim, CA 92807 (714)238-6133 Project # 39807-1 !TO (a(02-I Job Name: Hoag Hospital- Ancillary Landscape Renovation Job Address: 1 Hoag Dr. Newport Beach Report Date: 2/28/11 Inspector: Corey Moehling License #: 5254787-49 Exp Date: 1/11/2012 License Required for Inspection: Concrete Client: Hoag Hospital . Contractor. Kemp Construction Contact at Site: Todd Davis Permit #: X2010-1365 Jurisdiction: Newport Beach Offsite? ❑ Yes Xi No Offsite Location: TYPE OF WORK: (check one) ❑ Reinforced Concrete OFireproofing ['Masonry ❑ Welding ®Other: Epoxy Dowels Description of Work: Epoxy: I. Performed visual inspection on the drill and epoxy of #4 rebar for the SOG tie in at the exterior wall of the fire pump room. The holes were drilled to a depth of 4" at 18" O.C. per RFI # 1066. The holes were drilled and then cleaned per the manufactures recommendations. On the South side wall the contractor was only able to get 2" of embedment. The engineer Ramon Rubio of KPFF stated the 2" embedment was acceptable. All hole depths were verified. The rebar was epoxied with Hilti RE-500. All work was done per the approved detail and job specifications. Sub -Contractor: Shaw and Sons. Work is complete. Note: To the best of my knowledge all work was done to the per the job specifications and approved drawings DATE TASK # REGULAR O.T. TIME IN TIME OUT 2-28-1 I 1000 2 0 7:00 AM 3:30 PM Inspector Name: Corey Moehjing . Approved by: Todd Davis Signature: Signature: y.91i4 f Smith Emery Laboratories Field Daily Report. 1195 North Tustin Avenue, Anaheim, CA 92807 (714)238-6133 Project # 39807-1 Job Name: Hoag Hospital- Ancillary Landscape Renovation Job Address: 1 Hoag Dr. Newport Beach Report Date: 4/13/11 Inspector: Corey Moehling License #: 5254787-49 Exp Date: 1/11/2012 License Required for Inspection: Concrete Client: Hoag Hospital Contractor. Kemp Construction Contact at Site: Todd Davis Permit #: X2010-1365 Jurisdiction: Newport Beach Offsite? 0 Yes ® No Offsite Location: TYPE OF WORK: (check one) Reinforced Concrete DFireproofing ['Masonry 0 Welding ['Other: Description of Work: Concrete: 1. Performed visual inspection on the placement of concrete for the driveway entrance to the Emergency vehicle drop off area. ThThe concrete arrived on site at 7:30 AM. The area was wet prior to the placement of concrete. When the truck arrived it was inspected for time, mix design, temperature, and slump. The concrete was placed by means of tailgating. All concrete placed was vibrated and consolidated per ACI 318: A set of 2 cylinders wee taken for testing per Nan Sue of Hoag Hospital for quality assurance testing. All concrete was placed and complete. Work is complete. /1 Note: To the best of my knowledge all work was done to the per the job specifications and approved drawings DATE TASK # REGULAR O.T. TIME IN TIME OUT j 4-13-11 1000 8 0 7:00 AM 3:30 PM Inspector Name: Corey Moehling Signature: Approved by: Todd Davis Signature SMITH -EMERY GEOSERVICES A MEMBER OF THE SMITH -EMERY COMPANIES, ESTABLISHED 1904 June 9, 2011 Hoag — REFCO 500 Superior, Suite 300 Newport Beach, CA 92663 Attention: MS. Nancy Soo Subject: SEG File No.: 39807-1 Report No.: G-11-8495 Final Compaction Report for Hoag Hospital Ancillary Landscape Renovation, Located at One Hoag Drive, Newport Beach, California. Ladies & Gentleman: Smith -Emery Geoservices is pleased to present this compaction report on the monitoring and testing of fill placement at the subject site using on -site and imported materials. Our professional services reported herein include work completed within the period between January 5, 2011 and April 11, 2011. Hoag Hospital Ancillary Landscape renovation consisted of installation of stormdrains, waterlines, electrical lines, curbs and gutters, hardscape, concrete walkways, entrance walkway, drop off and valet areas and valet parking. Our observations, grading and compaction testing were performed in accordance with the recommendations of this office and applicable Building Codes. 791 EAST WASHINGTON BOULEVARD LOS ANGELES, CALIFORNIA 90021 PHONE 213/745-5333 FAX 213/746-0744 Copyright © 2011 Smith -Emery GeoServices All Rights reserved. 1195 NORTH TUSTIN AVENUE ANAHEIM, CALIFORNIA 92807 PHONE 714/238-6133 FAX 714/238-6144 SMITH -EMERY GEOSERVICES Hoag Hospital Landscape Renovation One Hoag Drive Newport Beach, California EARTHWORK MATERIALS SEG File No. 39807-1-1 Report No. G-I 1-8495 June 9, 2011 Material used in the compacted fill consisted of imported on -site clayey sand and imported crushed aggregate base (CAB). FILL PLACEMENT Fill materials used in the compaction were placed in loose six- to eight -inch thick lifts, moisture conditioned at or above optimum moisture content, and compacted to at least 90 percent for on -site soils and 95 percent for CAB of the laboratory maximum dry density as determined by ASTM D1557-09 (five layer method). Earthwork equipments used for grading work consisted of vibratory equipments, gas -powered hand tamper (whacker) and a water hose/water truck. TEST PROCEDURES FIELD TESTING Density tests were taken in accordance with ASTM D6938-10, the nuclear gauge method. Approximate locations of the in -place density tests are shown on Plate A and the compaction test results are summarized in Table 1. 2 SMITH -EMERY GEOSERVICES Hoag Hospital Landscape Renovation One Hoag Drive Newport Beach, California LABORATORY COMPACTION TESTS SEG File No. 39807-I-1 Report No. G-11-8495 June 9,2011 The maximum dry density at optimum moisture content of each fill material used was determined in accordance with ASTM D1557-09 (five -layer method). Test result obtained for each soil type used is summarized in Table 2. CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on our grading observations and field and laboratory testing, it is our opinion that all fill placement and compaction testing were at least 90 percent for on -site soils and 95 percent for CAB of the laboratory maximum dry density. Consequently, the compacted fills placed, will provide adequate subgrade supports for their intended use. DRAINAGE The site should be finish -graded to provide for positive drainage away from compacted area in accordance with the building code and applicable local requirements. Unpaved areas should slope no less than two percent to drain. Paved areas should slope at least one percent to drain. All concentrated surface drainage on -site should be collected in engineered, non -erosive drainage devices and safely conducted to the street. LIMITS OF OBSERVATION AND TESTING Our work was performed using the standard of care and level of skill ordinarily exercised under similar circumstances by reputable geotechnical engineers and geologist currently practicing in this SMITH -EMERY GEOSERVICES Hoag Hospital Landscape Renovation One Hoag Drive Newport Beach, California SEG File No. 39807-1-1 Report No. G-11-8495 June 9, 2011 or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. CLOSURE This report should be considered subject to review by the controlling authorities. The following tables, plates, and certification are attached and complete this report: Table I - Results of Density Tests Table 2 — Laboratory Maximum Dry Density at Optimum Moisture Content Plate A - Plot Plan and Density Test Locations Engineer's Certificate of Compliance Respectfully Submitted, SMITH -EMERY GEOSERVICES EDUARDO DELA CRUZ Engineering Assistant Distribution: (4) Addressee (1) File 4 liu a ice' 0 F ESgi� ,S�K011SEA- ''Cie C68166 �' u CZ XJm o%a 9.36.2e, SIMON Y. BITTAR, R.C.E. C68166 Senior Project Engineer SMITH -EMERY GEOSERVICES Hoag Hospital Landscape Renovation One Hoag Drive Newport Beach, California SEG File No. 39807-1-1 Report No. G-11-8495 June 9, 2011 CITY OF NEWPORT BEACH COUNTY OF ORANGE DEPARTMENT OF BUILDNG & SAFETY ENGINEER'S CERTIFICATE OF COMPLIANCE FOR COMPACTED EARTH FILLS LOCATION OF FILL: Compacted Fill Placed at Hoag Hospital Ancillary Landscape Renovation, One Hoag Drive, Newport Beach, CA. JOB ADDRESS: One Hoag Drive, New Port Beach, California 92658. SOIL TESTING AGENCY: SMITH -EMERY GEOSERVICES PROPERTY OWNER'S NAME: Hoag Hospital OWNER'S ADDRESS: One Hoag Drive, Newport Beach, CA 92658 PER REPORTS ON OUR. PROJECT NO.: 39807-1, Report No. G-11-8495 DATE WORK STARTED ON PROJECT: January 15, 2011 DATE FILL WAS COMPLETED: April 11, 2011 DATE OF THIS CERTIFICATE: June 9, 2011 TO THE SUPERINTENDENT OF THE DEPARTMENT OF BUILDING & SAFETY: * I HEREBY CERTIFY THAT I HAVE PERSONALLY INSPECTED AND TESTED THE PLACING OF COMPACTED EARTH FILLS ON THE ABOVE DESCRIBED PROPERTY, AND ON. THE BASIS OF THESE INSPECTIONS AND TESTS IT IS MY OPINION THAT THE SAME WAS PLACED IN CONFORMITY WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE. � ' ,00FESs/p `f4. moUSEA:N91 14C68166 v ct m tiw A m i ca 312 CIV14 OF cAUF' .eitsicic?ru, CIVIL ENGINEER CALIFORNIA CERTIFICATE NO. C68166 * FOR THE PURPOSE OF THIS CERTIFICATE, TO "HAVE PERSONALLY INSPECTED AND TESTED" SHALL INCLUDE INSPECTION AND TESTING PERFORMED BY ANY PERSON RESPONSIBLE TO THE LICENSED ENGINEER SIGNING THIS CERTIFICATE. WHERE THE INSPECTION AND TESTING OF ALL OR PART OF THE WORK ABOVE IS DELEGATED, FULL RESPONSIBILITY SHALL BE ASSUMED BY THE LICENSED ENGINEER WHOSE SIGNATURE IS AFFIXED THEREON. 5 ROJECT: Hoag Hospital Ancillary Landscape Renovation CATION: One Hoag Drive Newport Beach, California TEST METHOD KEY SC -Sand-cone NG - Nuclear Gauge DT - Drive Tube SMITH -EMERY GEOSERVICES TABLE NO. 1 RESULTS OF FIELD DENSITY TESTING FILE NO.: 39607-1 REPORTNO.. G-11-8495 li .fldJ a i 0 � bm¢hyBBGa'�71i rr� ;e: eh)9 dtl i �A*' +' c G 1( S '^1 fi` a �my� .1M1 . rf;;,,'fia.,='-," v} e �, J� $.` 1 Fill e; )- eJ 1y1 1 B 'i CiiS' F Fire $ Di . f,� � .ETv, (s : 9' r •_�, CRB -Driveway CRT - Curb GUT -Gui or SP - Manhole Pll ST -Manhole ST-Storage Tank Location Key - Coordinate Test Dale Test Elev. Or Moisture Dry Relative Compaction Soil Saturation Location MDD No. Type Depth (I) Content l%) Density (pcf Actual Specified Type (%) 115/2011 NG BF TR8'DIA PVC SDE/S BLDG #1682' WO So Edge BLDG FSG 10.7 121.6 94.4 W 2 78.6 128.8 2 1/52011 NG BFTR B' WA PVC SD E/S BLDG #1630 N)O So Edge BLDG FSG 11.3 121.3 94.2 90 2 622 - 128.8 3 1/102011 NG (RE GRADED) HARDSCAPE 8' N/O BLDG #18 FSG 11.7 120.0 93.2 90 2 81.6 128.8 4 1/102011 NG (RE GRADED) HARDSCAPE 30 NW/0 BLDG #18 FSG 10.4 122.7 95.3 90 2 79.1 126.8 5 1/102011 NG BF TR 8" DIA PVC SD E/S BLDG #15136' WO So Edge BLDG FSG 10.9 119.0 924 90 2 74.0 128.8 6 1/112011 NG BF HARDSCAPE (TYPE I CONC PVMT 20 N-NE OF BLDG #18 FAB 6.6 126.9 992 95 3 57.5 131.9 7 1/11/2011 NG BF HARDSCAPE (TYPE II CONC PVMT 27' N-NW OF BLDG #18 FAB 5.2 129.3 9B.0 95 3 49.2 131.9 8 1/11/2011 NG BF HARDSCAPE (TYPE II CONC PVMT 15' N-NW OF BLDG #18 FAB 5.B 128.1 97.1 95 3 52.7 131.9 9 1/12/2011 NG BF CONC WALKAREA@E)S BLDG #1512' N/O Se Edge BLDG FSG 11.6 121.5 94.3 90 2 84.9 128.8 10 1/122011 NG BF TR 1" Capper Waterline 9' N10 BLDG#ill FAB 6.1 126.8 95.1 95 3 53.0 131.9 11 1/132011 NG BF CONC WALK AREA®E)S BLDG #15 30' N/O So Edge BLDG FSG 11.8 120.3 93.4 90 2 63.3 128.8 12 1/17/2011 NG BF CONC WALK AREA E/S BLDG #1560' N/O So Edge BLDG FSG 8.7 124.1 96.4 90 2 69.1 . 128.8 13 1/17/2011 NG BF Tree of life' CONC PVMT E/S BLDG #1552' N)O South Edge of BLDG FSG 9.6 121.2 94.1 90 2 71.1 128.8 14 11192011 NG BF TR5.OIA PVC SDSWCOR LOW Canopy Area NE OF BLDG#15 FSG 9.2 119.7 92.9 90 2 63.8 128.8 15 1/192011 NG BF TR 4 DIA PVC SOI©E/S Low Canopy Area NE of BLDG #15 FSG 8.8 120.1 93.2 90 2 61.7 128.8 16 129/2011 NG BF TR 6" DIA PVC SD SECOR LOW Canopy Area NE OF BLDG#15 FSG 11.1 121.2 94.1 90 2 80.5 126.E ' SMITH -EMERY GEOSERVICES RO.IECT: Hoag Hospital Ancillary Landscape Renovation CATION: One Hoeg Drive Newport Beach, California TABLE NO. 1 RESULTS OF FIELD DENSITY TESTING TEST METHOD KEY SC -Sand-cone NG -Nuclear Gauge DT - Drive Tube FILE NO.: 39807-1 REPORT NO.: G-11-8495 -, 1= BIBGu BLS NE_ to tl� ..s r � rn �KSG.,sv�..�C'§ e^y� §c � " '" �10 6c ,el �.y�w5flsY 38t%1sa3rr N89 .I d "V. rda4 - a B:,I' Y7 Wd1� 1 briMtOfi" So 8eGVili /.c c f WD� even v a. n `Ya ` `", Sn, tE GUT -Gorier i ;'�; SP - SeePit MH-manhole ST- Storage Tads - F - Fire �, 1Er Location Key Coordinate Test Date Test Elev, Or Moisture Dry Relalve Compac0on Soil Saturation Location MD0 Na. Type Depth(R) Content(%) Density(pc0 Actual Specified • Type (%) 17 1/20/2011 NG BF TR 4" PVC SD($E/S High Canopy Area NE of BLDG 016 FSG 10.3 122.8 95.3 90 2 78.5 128.8 t8 1)20/2011 NG CIA BF TR 4"DIA PVC High Canopy Area NE of BLDG #15 FSG 8.5 121.5 94.3 90 2 62.2 128.8 19 1202011 NG BF CONC Walk Area EIS BLDG# 15 14' WO So Edge BLDG FAB a0/SSD@W/SBLDG SB 126.B 96.1 95 3 50A 131.9 20 1/202011 NG BF 'Tree of Life"' LONG PVMT@E/S BLDG # 15 55' WO So Edge of BLDG FAB 4.9 129,3 - 98.0 95 3 46.4 131.9 21 1/2012011 NG BF CONC Ik Area E/S Bldg # 15 79 WO So Edge of BLOG FAB 5.6 129.6 98.3 95 - 3 53.6 131.9 22 1212011 NG BF TR 4" DM PVC SD@Ently NECOR BLDG # 15 FSG 10.6 120.3 93.4 90 2 74.8 128.9 23 125/2011 NG BF ELCT TR EfS BLDG# 15 FSG 10.1 117.4 91.1 90 2 65.4 128.8 24 1282011 NG BF ELCT TRE/S Low Canopy Aea NE BLDG #15FSG 9.2 120.0 93,2 90 ' 2 64.3 128.8 25 1282011 NG BF ELCT TR W/S High Candpy Area NE BLDG #15 FSG 9.8 121.1 94.0 90 2 70.9 128.8 26 1/312011 NG BF TR 9' DIA PVC SD Ea -We @E/S BLDG #15 FSG 9.8- 120.1 93.2 90 2 67.3 128.9 27 2/12011 NG BF TR6" DIA PVC SD Ea -We 10 WO 3rd Peke Tree 71E/S BLDG #15FSG 10.9 118.9 92.3 90 2 73.7 128.8 28 2112011 NG BFTR4"DIA PVC60 Ea -We 25' S/03rd Palm Tree 731E/S BLDG #15FSG 11.4 118,6 92.1 90 2 76.4 128.E 29 2/212011 NG BF ELC TR WO Palm Trees FSG - 8.6 125.7 97.6 90 2 72.0 128.8 30 2/2/2011 NG BF ELC TR @ CONC Radial Layout FSG 9.9 126.5 982 ' 90 2 85.1 128.8 31 222011 NG BF ELC TR E/O Palm Trees FSG 8.4 127.0, 98.6 90 2 73.5 128.8 32 2/32011 NG BF Radial Layout E/0 Palms FSG 11.1 123.1 95.6 90 2 85.4 128.8 33 2/32011 NG BF Inside Concrete Piles FSG 92 121.3 '94.2 90 2 66.9 128.8 34 2/3/2011 NG BF Radial Layout E/O Palms FSG 5.9 128.7 97.6 95 3 54.7 131.9 35 2/3/2011 NG BF Radial Layout 5/0 Patins FSG . 6.1 128.9 97.7 95 , 3 57.0 131.9 SMITH -EMERY GEOSERVICES PROJECT: Hoag Hoopla) Ancillary Landscape Renovation LOCATION: One Hoag Drive Newport Beach, California TABLE NO. I RESULTS OF FIELD DENSITY TESTING TEST METHOD KEY SC - Sand -cone NG -Nuclear Gauge DT- Ddve Tube FILE NO.: 39607-1 REPORT NO.: G-11-8495 EL, e ci.1 f1 i`H:: �?- e _ e 1 �... q�mr," a`„i�' e " o is ,M e'fi 4 r �f � 1^ r �✓?Y, s`xr P! w F 1 �P' fG'+IQ'sPu F Fire 4�'-sA • QC3 i:0,4-t? x I .0 . S lortt -S f01)0M1',INI01g i AC- Asphalt Concrete CS -Concrete Slab T O•a1 1(i, e Saturation (%) yWKPt sSP "a.� "MH-Manhole f' l'��' 1.a Coordinate Location - Seepage Pit ST- Storage Tank MDD Test No. Dale Test Type Location Kay Elev. Or Depth (R) Moisture Content fig) Dry Density (pc0 Retail a Compaction Actual Specified Soil • Type 36 37 38 39 40 41 42 43 44 45 46 47 46 49 50 2/92011 219I2011 2/92011 21912011 2N12011 2/142011 2/142011 2/142011 2I1412011 2I152011 2/152011 2/1512011 2/22/2011 2/22/2011 2/22/2011 NG NG NG NG NG NG NG NG NG NG NG NG NG NG NG BF Radial Layout 6/0 Palms FSG BF Radial Layout 510 Palms FSG BF E10 CONC Piles PSG BF Inside CONC Piles PSG BF SD TRCRB Arear SISDWY STA 0+30NIE BLDG#15 BF ELCTTR 2^ DIA PVC 10 Ea from NECOR/O New Canopy -1' FSG BF ELCT TR 2" DIA PVC 35' Ea from New Canopy FSG' BF CONC SOG 55 Ea from BLDG #15 NECOR FSG BF CONC CRB tar Planter© NECORIO Canopy BF CRB 8 GUT No End E70 Canopy FSG BF CRB 8 GUT No End FJO Canopy FOG BF SD TR NW End Around Stabs FSG BF ELCT 10'TR©BLDG #15 Entrance Bollard and LlgM Poles FSG BF Wit113" TR i BLDG#15 Entrance Landscaping FOG BF Entrance Walkway fig BLDG #16 FAB 4.3 4.0 8.0 4.6 8.7 8.2 8.5 7.9 11.1 7.9 4.9 11.3 7.8 8.1 6.7 127.4 126.4 1185 128.8 119.9 118.4 118.0 121.4' 118.0 116.7 126.9 123.8 115.9 1.17.5 127.3 96.6 95.6 90.5 96.1 93.1 90.4 90.1 94.3 90.1 90.6 98.2 98.0 90.0 91.2 98.5 85 95 90 95 90 90 90 90 90 90 95 90 90 90 95 3 3 2 3 2 2 2 2 2 2 3 2 2 2 3 36.1 34.3 50.4 4110 60.7 51.5 528 57.7 69.0 50.1 42.7 86.4 48.3 52.6 592 131.9 131.9 126.8 131.9 128.E 128.8 128.8 128.8 128.8 128.8 131.9 128.8 128.8 128.8 131.9 SMITH -EMERY GEOSERVICES PROJECT: Hoag Hospital Ancillary Landscape Renovation LOCATION: One Hoag Drive Newport Beach, California TABLE NO. 1 RESULTS OF FIELD DENSITY TESTING TEST METHOD KFY SC - Sand -cane NG - Nuclear Gauge DT- Drive Tube FILE NO.: 39807-1 REPORT NO.: 0-11-0495 EB-Excavation Bottom Srt Bivltt�,• y; r" ffi:�k {Hl > 4�'9Sewe r"JiLu T_ . -. {. Sc mW i � Akn. a'^'e'+7Ls.. ;.mot d 'G`Fi ae. F-Fire '. - SD Storm Drain So No Fife lti ah-AgyiB AC- Asphalt Concrete CS - Concrete Slab fit tv� ll'1C i t it r,(�y1e �'f btu tit SP-Seepage Pit N91-Manhole ST- Storage Tank 41 FB- Foatilts, '' Bottom S, : to S - Sewer Test No, Date Test Type Location Key Elay. Or' Depth(fl) Moisture Content(%) Dry 'DensityI MO Relative Compaction Actual &Pacified Soil Type Saturation (%) Ccardinals Location MDD 51 2/232011 0zzUZU'ZZZZZZZZZZ zzzEnzNZ zzzzzaa BF CRB STA 1+50 @ BLDG 915 Entrance Bollard and Light Poles FSG 5.2 124.3 98.5 95 2 55.6 128.8 52 2232011 BF 18" TR Main Line @ BLDG 915 Entrance Landscaping FSG 5,4 116.4 90.4 BO 2 52.e 128.6 53 2/232011 2/232011 BF Entrancea Walklkway STA 1+25 BLDG 915 FAB ' Walkway BF CRT STA 1+50 @ BLDG 015 Eel/Once Bollard and Light Poles FSG 7.1 7.7 127.3 124.1 96.3 96.4 95 95 3 2 62.7 61.2 131.0,54 1288 55 2/232011 BF 18" TR Landscaping Main Line aBLDG #15 Entrance Landscaping FAB 7.0 128.5 97.4 95 3 64.5 131.9 56 2232011 BF BLDG#15 Drop -Off and Valet Areas @BLDG #15 FSG 8.1 125.6 97.5 95 2 67.6 128. 57 3212011 BF BLDG #15 Entrance Drop-off Area FSG 7.3 126.1 97.9 95 2 51.9 1213.E 58 322011 BF BLDG #15 Entrance Drop-off Area FAB 6.7 130.6 99.2 95 3 67.0 131.0 59 3/2/2011 BF 101TR WTI. Aroubd Entrance Maek.FBG 7.9 1260 97.0 95 2' 64.6 128.8 BO 3/3/2011 BF 18" TR Landscaping WTL WO Vidal°WY FSG 8.3 116.7 90.6 90 2 52.6 1288 61 3/3/2011 BF BLDG 915 Entrance Drop-off Area FAB • 4.2 131.0 99.3 95 3 42.3 131.9 62 4/6/2011 BF Valet Perking Cross CRB B GUT WfO New Drive FAB 7.1 127.7 96.8 95 3 63.6 131.9 63 4BI2011 BF Valet Paridng Cross CRB & GUT WSIO New Drive FAB 6.8 130.4 99,9 95 3 67.0 131.9 64 4N 12011 BF Patient Drop Off DWY @ Entrance FSG ' 4.B 1283 97.3 95 3 43.9 131.9 65 4112011 BF Patient Drop Off DWY @ Entrance FSG • 9.9 127.9 97.0 95 3 43.3 131.9 66 4(112011 SF Patient Drop Off DWY@ Entrance FSG 5.7 127.6 06.7 95 3 50.9 131.9 SMITH -EMERY GEOSERVICES PROJECT: Hoag Hospital Ancillary Landscape Renovation LOCATION: One Hoag Drive Newport Beach, Califomia TABLE NO..2 ASTM D1557-02 FILE NO.:. 39807-1 REPORT NO.: G-11-8495 SOIL TYPE MAX. DRY DENSITY - (%) OPT MOIST CONT (%) DESCRIPTION %CLAY SOURCE 1 123.2 11.5 Brown Clayey SAND Native 128.8 9.5 Brown ClayeySAND Native :.. ,�;L�' 131.9 7.4 - CAB Import FS a 15T. CONCRETE --CURB TO e�uN 65 4®1 . au 78.7 79.91 79.70 78.52TPD 77.5 , V 76Ji51NV 79.24 FF=(79.34)-7932 79.13 79.27 79.08 n.00INV 79.00 78.00 ® 70.901NV 76.61 78.74 78.6 78.4OTPD GYP. OF 4 78.60 A CONSTRUCT MEG ER, NA iszTgo 39.50 •33 ' 79.11 38 (79.88)1W (79.08)FS IXISL cam (78.0)TC (7s.00)Fs �10 moo N778.3snD OI)!-(76.61) 77.101NV FF=(78.83) A 7990INV (78s5) JOIN EIUSIIN6 PA 77.001 76.901 0 (78.82)FF A A (79.53) '-JOIN 79.4 79.39 0•0€ 762UINV WALL ENCLOSURE SEE ARCNmECNRAL DRAWINGS 9 76.409N A 78 SIN 7855) .4s D JOIN cosmicA PAVEMENT A (79.61)sm® .i rcca TYPE I 79.47 (79.47) -JOIN 0 0 ACCESSIBLE CURB SEE ARCNIIECTURAL DRAWING SHEET A112 IX. kC. 70.63)TC 6.57)FS FD SINV TYPE I A BLDG # 18 MEAT SMITH -EMERY GEOSERVICES PLOT PLAN AND DENSITY TEST LOCATIONS HOAG HOSPITAL ANCILLARY LANDSCAPE RENOVATION ONE HOAG DRIVE NEW PORT BEACH, CALIFORNIA PREP. BY E.D. FILE NO. 39807-1 PLATE A 0 4 B 16 92 SCALE LA GENERAL NOTES: Q THE PROPOSED STORM DRAINAGE DISCHARGE FROM THE DRIVEWAY TO HOAG DRIVE DOES NOT EXCEED THE DISCHARGE FROM THE EXISTING DRIVEWAY. 0 ALL STORM DRAIN LINES SHALL BE PVC SOR-35. O3 DRAINAGE IMPROVEMENTS SUMMARY: A. EXISTING STORM DRAIN LINES LOCATED SOUTH. AND EAST OF THE EXISTING MRI BUILDING ARE BEING RECONSTRUCTED TO INSURE PROPER SIZE B. EXISTING AREA DRAINS LOCATED SOUTH AND EAST OF THE EXISTING MRI ARE BONG CONNECTED TO THE NEW STORM DRAIN LINE. C. NEW AREA DRAINS ARE BONG ADDED EAST AND NORTH OF THE PROPOSED BUILDING IN ACCORDANCE WITH DETAILS 5, 9, AND 10 AS SHOWN ON SHEET NO. C-4. • LEGEND: (79.96)^1. 78.96 1"Th, EXISTING SPOT ELEVATION NEW SPOT ELEVATION FLOW LINE GRADE CHANGE a—R— RIDGE LINE m NEW STORM DRAIN UNE Wir DETAIL NUMBER --- SHEET NUMBER LIAR OF ASPHALT CONCRETE PAVEMENT UNIT OF PORTLAND CEMENT CONCRETE PAVEMENT LEGEND FOR COMPACTION REPORT ® 66 TEST NO. AND APPROX. TEST LOCATION /--HEUPAB ABOVE REMOVE taw CATCH WON & REFUGE WM 24"x24` WaH FOSSIL FILTER DIN MONO I 1; BLDG#15 DRAIN 10 RENNIN. ADJUST TO GRADE (78.73) FT A O°CF 66 6 49 77.6RTC N. 77.18FS FF=78.83 78: 3L 72 76 FF=T7B.T FF=7B.83 � ;D v h8.