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HomeMy WebLinkAbout4080 W COAST HWY_HOAGII 1 II 1 I II 1 1 II i 1 *NEW FILE* I 1 II 1 II 4080 W Coast Hwy APPLICATION FOR "APPROVAL IN CONCEPT' NO. / 3 Ya ^ 7 J CITY OF NEWPORT BEACH FEE: APPROVAL IN CONCEPT BY THE CITY OF NEWPORT BEACH - As required for permit application to the California Coastal Commission pursuant to California Administrative Code, Section 13210 and 13211. Property Address: '/0v0 °wit (over /4hataye General Description of Proposed Development: Mrtn Of —vie /71- (4&-01- //iX;ktzc y /1('4 Val -I ;teener / tp bbte cue IP 1'» lair, -J a /t�et.9/ 72; /le„." Legal Description: .%e-e. a t/�iar I re / / Zone: ter 3 5 Applicant: /771cy i»etimCh cc-( t /J1p 6 //nol by t apt. Applicant's MailingngAddress: 30 / A/ytrtt (Vt lev ieUcucf Applicant's Telephone Number: (RI Y) �6o" 2. a S v DO NOT COMPLETE APPLICATION BELOW THIS LINE The I have reviewed the plans for the foregoing development including: and find 1. The general site plan, including any roads and public access to the shoreline. 2. The grading plan, if any. 3. The general uses and intensity of use proposed for each part of the area covered in the application; • They comply with the current adopted City of Newport Beach General Plan, Zoning Ordinance, Subdivision Ordinance, and any applicable specific or precise plans or That al, O/C has been approved and is final A copy of any variance, site plan review, resubdivision, use permit, or other issued per/nit is attached together with all conditions of approval and all approved plans including approved tentative tract maps. On the basis of this finding, these plans are approved in concept, and said approval has been written upon site plans, signed and dated. Should this City adopt an ordinance deleting, amending, or adding to the Zoning Ordinance or other regulations in any manner that would affect the use of the property or the design of a project located thereon, this approval in concept shall become null and void as of the effective date of this said ordinance. In accordance with the California Environmental Quality Act of 1970, and state and local guidelines adopted thereunder, this development: • Has received a final Exemption Declaration or final Negative Declaration (copy attached). • Has been determined to be ministerial or categorically exempt. Has received a final Environmental impact Report (copy Attached). All discretionary approval legally required of this City prior to issuance of a building permit have been given and are final. The development is not subject to rejection in principal by this City unless a substantial change in it is proposed. This concept approval in no way excuses the applicant from complying with all applicable p lic es, ordinances,t'codes, and regulations of this City. d Date: — y5 Attachments: PLANNING DEPARTMENT JAMES D. HEWICKER, Director NOTE: No building permit will be issued until approval is received from C.C.C. ,,.-r•. Aso to s" ilopoRi BEACH WPS 1\PLANNINO\DARLEENFORMSW PRLCONP.DOC - t SOH IL 13 ORES SLOTT POI OVE. IPTIEW111 HTIMOSTAOTH µOPT AS MOM° Wall Kora HAAT MLITT/ STOPUIN ClUSTUIS Of ROW 8 SCALE I. AI•Ar CONCEPTUAL. LANDSCAPE PLAN 18 TWO Val 1/81. PSI/ LASOICAPII A9IT04111 SS 1.1.10/ 11141001.4.000 PUMA HOAG HOSPITAL . LOWER CAMPUS PkRIDIAN I V: f/L ART IIILLOCATIOSICAUMMA IHSTITLITCH tolini•MVILtealit !MN.. MA ;ITY OF NEVaRiA_—_, ,,, PPROVAL IN CONCEPT le Ci !his project corlucts nix -mice revratiaiti -rid policies ji ,r ,St 1,tdEIS • - ding perm , • • received trom ( .;alife^P:4 NNiN6 EP;Cci I DAMES 2 CKER, Director 4y —- HiHHHHHITHH Ns• Abra.-LISX 4t0lgegA1/2°. lisaTen ...Hun To ma (kW P3'17 Hilina Had Tana We • saw ...al HOAG VITHENCE U•11.1101111.1. SOPLAatni. •••••••••••=0 GANT EOM MS PLAN IS A DIAGRAIMATIG PlITTEKTE11011. THE ACETYL PLACITIMY HMI 011AMITY Of TWOS ASH SUOJECT APAISTMENT. CONCEPTUAL PLANT PALETTE ALONG PACIFIC COAST HIGHWAY emrtnOSOLICS UMWt 0 welotins wane sesurr 0 otwou nml Per 0 TANSY Giuseetainionacaur ta;) tract* woman c:C) MCIAORM HAMMY la ZULUS CHRISTMAS TALE OLETHOHE NATAL PUat "CAM I•VOPOsal •-t" SECTION 4-4 SLOPE PLANT PALETTE 4.•••• ••••••• IHYOHOSIlip, a Ceibli• 9py 5.•611APnium Gat THHT TITHE Caw Viosus Boa Nom Anornas• FmKuvivis Corn. SITE Mall AMTS. SombaceTta CIII4*•19 Si* 0.0 110401.110....daS SSP. Canongulnea Cars efuo, Encsla Caltence Cabloma Ent* Flew:MIS CHIcaTco LotHIHH Marin. Ga tank§ Spend., Lima SucHAHHE PROJECT SITE LOCATION MAP NOT TO SCALE GENERAL NOTES I. ALL WORK DETAILED ON THIS PLAN, EXCEPT AS OTHERWISE STATED, SHALL BE PERFORMED UNDER CONTRACT AND CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. 2. AN EARNEST EFFORT HAS BEEN MADE TO DETERMINE THE EXIS- TENCE OF UTILITIES AT THE SITE OF WORK FROM RECORDS OF THE OWNERS OF KNOWN UTILITIES IN THE VICINITY OF THE WORK. THE POSITION OF THESE UTILITIES AS DERIVED FROM SUCH RECORDS ARE SHOWN ON THE PLANS. THE SERVICE CONNECTIONS TO THESE UTILITIES ARE NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAKE HIS OWN INVESTIGATIONS, INCLUDING EXPLORATORY EXCAVATIONS TO DETERMINE THE LOCATION OF EXISTING SERVICE LATERALS OR APPURTENANCES WHEN THEIR PRESENCE CAN BE INFERRED FROM THE PRESENCE OF OTHER VISIBLE FACILITIES, SUCH AS BUILDINGS OR METER BOXES. 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION AND DEPTH OF ALL UTILITIES AND SERVICE CONNECTIONS WHICH MAY BE AFFECTED BY OR AFFECT THE WORK. HE SHALL ALSO DETERMINE THE TYPE, MATERIAL, AND CONDITION OF THESE UTILITIES, IN ORDER TO PROVIDE SUFFICIENT LEAD TIME TO RESOLVE UNFORSEEN CONFLICTS, ORDER MATERIAL, AND TAKE APPROPRIATE MEASURES TO ENSURE THAT THERE IS NO DELAY OF WORK. 4. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPER- ATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 5. ELEVATIONS SHOWN ARE IN FEET PER U.S.C. B G.S. MEAN SEA LEVEL- 0.S.C. DATUM. 6. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES.. 7. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE PER THE "WORK AREA TRAFFIC CONTROL HANDBOOK" (W.A.T.C.H.) 1985 EDITION. 8. DUST SHALL BE CONTROLLED BY WATERING ANC/OR DUST PALLIATIVE. 9. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD. ID. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE (NBMCI. 11. NOISE, EXCAVATION, DELIVERY, AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE IN8MC). 12. A STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 13. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES. 14. APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPER- ATION. 15. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEEDURES SHALL CONFORM WITH CHAPTER 15 OF THE (NBMC). 16. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. 17. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVEABLE EROSION CONTROL DEVICES ON -SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE CONSTRUCTION SITE CLEANUP DEPOSIT. ;a. ALL PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM DI527, ASTM D3034, OR ASTM D1785. 19. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURB, GUTTERS OR STORM DRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE PER (NBMC) 17.32.020 20. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. THESE COSTS SHALL BE CHARGED TO THE CONTRACTOR. SYMBOL LEGEND POWER POLE EXIST. MANHOLE FIRE HYDRANT WATER VALVE EXIST. BLOCKWALL (RETAINING AND/OR SCREEN WALL) SP SPRINKLER SYSTEM STREET LIGHT - TEL - TELEPHONE LINE CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG PROPERTY LINE _ _ _ _ _ = EXIST. CURB - -rL- - CENTERLINE --EX 8'S- EXIST SEWER LINE - EX B"W - EXIST WATER LINE - --G- - - GAS LINE -E- POWER LINE EROSION CONTROL I. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. GRADING FILLS/CUTS ALL FILLS SHALL BE PLACED IN LIFTS NOT MORE THAN 8 INCHES IN THICKNESS AND COMPACTED TO 90 PERCENT RELATIVE COMPACTION OBTAINABLE BY THE ASTM DESIGNATION DI557-78 METHOD OF COMPACTION. THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL PERFORM COMPACTION TESTS OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. 2. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING FILL. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 4. ANY EXISTING UNDERGROUND PIPE LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. 5. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. 6. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING. 7. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEER GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVED GRADING PLANS, THE DIS- CREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORK AND TO THE CITY GRADING ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. REQUIRED INSPECTION A PRE -GRADE MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO THE START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. DOCUMENTATION AN AS -BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORGINAL GROUND SURFACE ELEVATIONS, AS -GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATION, AND ELEVATIONS OF ALL SURFACE AND SUB -SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION. 2. A SOILS GRADING REPORT SHALL BE PREPARED BY THE SOILS ENGINEER INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TEST, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA, AND COMMENTS ON ANY CHANGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. A GEOLOGIC GRADING REPORT SHALL BE PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. FS TC FL GB FG EXIST EX FH INV PP C.Y. T.S. T.W. ABBREVIATIONS Finished Surface Top Of Curb Flowline Grade Break Finished Ground Existing Existing Fire Hydrant Invert Power Pole Cubic Yard Top of Slope Top of Wall NTS D/L LP HP EP CONC. MH CB S W SD T.B. Not To Scale Daylight Line Low Point High Point Edge Of Pavement Concrete Manhole Catch Basin Sewer Water Storm Drain Top of Berm DATE BY DESCIPTION APP'D DATE BY DESCIPTION APP'D REVISIONS REVISIONS HOAG MEMORIAL HOSPITAL PRESBYTERIAN PA SOILS ENGINEER LAW/CRANDALL INCORPORATED 731 EAST BALL ROAD, SUITE 104 ANAHEIM CA 92805 CONTACT: SHAHEN ASKARI . (BRANCH MANAGER) PHONE: (714) 776-9544 As OWNER .OWE GA AND o I-' CAM -\G PTIA SUS IN THE CITY OF NEWPORT BEACH • HOAG MEMORIAL HOSPITAL PRESBYTERIAN 301 NEWPORT BOULEVARD BOX "Y" NEWPORT BEACH CA 92658-8912 CONTACT: LEIF THOMPSON PHONE: (714) 760-5908 CONSTRUCTION NOTES & QUANTITY ESTIMATE NO DESCRIPTION O CONSTRUCT 24" R.C.P..(2000-D) STORM DRAIN', BEDDING PER CITY STD-106-L. O CONSTRUCT 15" R.C.P. (2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L._.___ OCONSTRUCT 15" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L.._•_____. OCONSTRUCT 12" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L.__ OCONSTRUCT 8" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L. 0 0 0 OCONSTRUCT 30" C.S.P. SHT.4. CONSTRUCT 12" X 12" AREA DRAIN PER .DETAIL 7, SHT. 4. CONSTRUCT INLET STRUCTURE AND MANHOLE PER DETAIL 5, SHT. 4 32 - 33 34 35 36 37 CONSTRUCT 6" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L._ CONSTRUCT CURB (H) PER PLAN. CONSTRUCT LOCAL INLET TYPE OL-A PER CITY STD-305-L (LENGTH (L) AND DEPTH DEPRESSION PER CITY STD-304-L QUANTITY (14 GUAGE) DESILTING RISER WITH GRATE PER DETAIL 6,. CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 9, SHT. 4. CONSTRUCT CONCRETE DOWNDRAIN PER DETAIL 1, SHT. 4 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, SHT. 4.._ CONSTRUCT CONCRETE V-DITCH (3'-0" WIDE) PER DETAIL 4, SHT. 4.._:________ REMOVE EXISTING CONCRETE V-DITCH. CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL 10, SHT. 4. REMOVE EXISTING 24" C.S.P. INLET RISER AND OUTLET PIPE._____ CONNECT 24" R.C.P. STORM DRAIN TO EXISTING 30" R.C.P. WITH COLLAR PER CITY STD-313-L. CONNECT DRAIN PIPE TO EXISTING CATCH BASIN BY CORE DRILL. GROUT AND. EPDXY SEAL IN PLACE. PLACE SINGLE ROW OF SANDBAGS TWO (2) BAGS HIGH AT TOE OF SLOPE.__.____________._._..___..___._____________________ RAISE EXISTING SEWER MANHOLE TO GRADE.. RAISE EXISTING GAS WELLHEAD (WELL NO. 7-A) TO GRADE. CONTRACTOR TO.---. COORDINATE WITH CITY UTILITIES DEPT. AND HOAG ENGINEERING PERSONNEL ON SHUTDOWN SCHEDULE. REMOVE EXISTING RETAINING WALL AND CONCRETE V-DITCH. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" CURB FACE, PER CITY STD-_ 182-L. CONSTRUCT TYPE "B" P.C.C. CURB, 6" CURB FACE, PER CITY STD-1R2-L...._... CONSTRUCT TYPE "E" C.C. CURB, PER CITY STD-182-L_______________________ CONSTRUCT ASPHALTIC CONCRETE -OVER BASE MATERIAL. (STRUCTJJRAL.._..._.. SECTION TO BE DETERMINED`BY-SOILS ENGINEER AND APPROVED BY CITY PRIOR PO PLACEMENT OF PAVEMENT). CONSTRUCT 4" P.C.C. SIDEWALK (WIDTH 4'-0", UNLESS OTHERWISE NOTED ON. PLANS). CONSTRUCT CURB ACCESS RAMP, CASE "C", PER CITY STD-181-L-A 6 B REMOVE EXISTING4CURB AND GUTTER SIDEWALK AND A.C. PAVEMENT PER PLAN.....__ REMOVE EXISTING STREET LIGHTS, HOSPITAL SIGNAGE AND TRAFFIC SIGNAL SIGN -- REMOVE EXISTING CHAIN LINK FENCE._... ._.- EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS NECESSARY. CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR. TO START OF WORK. CONSTRUCT SPLASH WALL PER DETAIL 9, SHT. 4. CONSTRUCT BASE MATERIAL OVER HAUL ROAD (SECTION TO BE DETERMINED.._.-._ BY SOILS ENGINEER), 4 EARTHWORK QUANTIT ESTIMATE CUT = 19,700 CUBIC YARDS FILL = 19,700 CUBIC YARDS NOTE: EARTHWORK QUANTITIES ARE APPROXIMATcEryofNEwPoRT°EACH ONLY AND DO NOT ACCOUNT FOR BULKII��VALINCCNCEPTNO. OR SHRINKAGE OF SOIL. rnisproject conforms tos'i oat policies 4n of :t nr 'I.i EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS NUMBERS 634-0251 895-0221 611 644-3011 962-2411 542-6222, 542-3975 AFTER 6:00 PM BASIS . OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON TH E LINE BETWEEN ORANGE T EEN AN E COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING N 16'10'09" W PRELIMINARY. BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION= 6.551 NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT N ACCORDANCE WTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WEL SE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSKfTY FOR JOB SITE COMMON INIRUNG THE COURSE OF CONSTRUCTION of M PROJECT. NCLIDN, SAFETY of ALL PERSONS AND PROPERTY, THAT 1MS REOURESIENT MALL DE MADE TO APPLY CONTINUOUSLY MID NOT DE LIMITED TO NORMAL WOMEN HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND. INDEMNEY, NO HOLD DESIGN PROFESSIONAL NAMELESS FROM ANY AND ALL LIASLTY. REAL OR ALLESCD. M CONNECTION WTTI RC PERFORMANCE OF WORK ON TINS PROJECT. IXCEPTNS UABETY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED SY THE OWNER OR OTHERS AND THOSE SHOWN ON ME RECORDS EXAMINED ARE SDICATED WITH THEN APPROX. IMATE LOCATION AND EXTENT. THE OWNER SY ACCEPTING 'ESE PLANS OR PRO- CEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIAIIIJTY AND TO HOLD UNDENSIIWED HARMLESS FOR ANY DAMAGES RESULTING FROM TE EXIST- ENCE of UNDERGROUND MUTES OR STRUCTURES NOT REPORTED TO INC UNDER. SIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMNED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UT1LTIES OR STRUCTURES SHOWN AND ANY OTHER UTILTES OR STRUCTURES FOUND AT JHE SITE. T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTWY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED 'BEFORE STARTNO WORK. IFP4•jpEPed1 ay IERHGIIk3IEMEINC 2090 S. Qtl101 A7c er SARTA AM a 92706 mass 71hB6'7�1GG J.N. H17-100-10 "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" 4..41,E l JOS H L. BOYLE LIC. EXP. 3-31-98 Q 7-25-45 44497 DATE SEAL Itmse pions a`: na' . ,• By .s- s1{^z1';e planning reQUf tioite .I: c.T:,rtSJh puipOes `0 . n,...nval is t.:0194 1Rd MA ;J �a 2 1fl HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I GR ADING AND PARKING LOT PLAN LOWER CAMPUS OF SHEET 1 SHEETS �F<.5 72, 7 SECTION C-C fl-otJ 1.11JE PLAN' CURB a GUTTER OPENING DETAIL N .T. S. . V- t71TGH SEE C7FiTA\ L. O HAUL ROAD SECTION D - D N.T. S. c . cu1e2;:. TYPE' Ar NATURAL 1 x 105.3 40 30 20 10 GONG . 612EW ALK FOR 4-kAN12\Cfr-- V- 1•ao MIN. SECTION E-E N.T. S. Gy CONIC GURP7 qu 1l Gve-- A i:` S; / / / / / F r- 0 50 40 ( A•9) S. EXIS o 1Z G p JN 20,144 .F- 244 Cp iJ C20010-17) 5.�M1N. J/ 12O.00 7' PIZOI`26EL7 Fl141SNEf7 o:z.Ad1= r> � EXIST. Caou1-1O /C.BgpS o.o b.96INV- '.16 ItJV. d 124,50L.F. 1 "4' 1°V- G • 3.171 30 Ls! 20 PROFILE II A° & SECTION A- A SCALE: III = 40' HORIZ., 1" = 10' VERT- DATE OF TOPOGRAPHIC SURVEY : JANUARY 1993 x1053 10 EXIST- tole.G.F?� CH x 52.E e:E12M-' S TE. tiP 1• • I -. x c3.8 PROPO'-F 0 201 W1175 VlEWPAW4C. "CO s - t�t21GA` St7 -0 cITY RISE-12 OF MEwrOYC ' 13-AGN SEE DETAIL 60 'cXIST. ccccut�to / - P2.oP2aF.1V r AtE5NEV / • GteAI2E t 14e>•`%1cL .F. IS 00 2+00 x 106.2 PROFILE ° CI SCALE: 1i1= 40' HORIZ. . N= Id VERT x i+% 5 i.2 F.L. Fle-OFOSE.t7 SLOPE. EXIST. 51-.0rE--•;'. • 50 EDIVE.K.1 �1Z (_11P71-45N.S%-1) \NALL -; e = 0.010C> 107,0 �0`p xi081 x8 SE/}GN 63 4 0.1.1 . '¢. 1. "_---- -- HIGH ^ . PROPOSE.° A 20' WIPE x fr V 1 fl'A1e < -TO t3Et 44 IDEX21CA7E:D CO ' • 60 C\T-i O� 14E1-1\ro14CT t.AcH- - Cop 5/ L-OY�E Atdc1.-a0i. SEE cErCp.1L ' 10 A- PROFILE tlBil & SECTION B-B SCALE: 1n = 40' HORIZ., 1" = 101 VERT- . c� •:1 4Co"S In tt oe "s nT O: Of2i4 1n 8 • -0 T1=121ZAGE •t2Att--t E.E. PE ,AIL DETAIL N.T.S. l2c t?V.G.Csc-tt740) 50 CITY OF tovFORT 8EAill MOWS IN CO8'CE :1 NO. ---- = -�-� 40 - this project trd4.c,s is t„ E.t:!itatia planning regulations - and policies in eff:st sr, AY xa3 x 9J - AI 1lr,atvt.A:art.a:• .- --. ,:• :.,,:;;_:u;•^ioapurposes. ND '4 i:dais G4 ".'•[: r_.` c: •l ra, is received from - PLANkWG .",',. <: rjtI - JAMS )^ t~;- , GlrsCier 22-1/2° P\bc. e Iat7 3v, NOTE: FOR HORIZONTAL CONTROL PLAN SEE SHEET NO. 3. Date: x 100.7 . SCALE: I' = 40' ,x,1004 x 100.2 s ,. T y'l7, REATME T }i TREES 1 ASPHPLT 12.5 CONSTRUCTION NOTES: YI1 ;/, STATE •o 54l rdk4'A q: SOLAR CC.0 CONSTRUCT 24" R.C.P.;(2000-D) STORM DRAIN, BEDDING PER CITY STD-106-L:' CONSTRUCT 15" R.C.P. (2000-D) STORM DRAIN,.BEDDING PER CITY STD-106-L:,• CONSTRUCT 15" P.V.C. (SDR 35) STORM DRAIN, BEDDING -PER CITYSTD•106-L. CONSTRUCT 12" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER -'CITY STD 106-L.•-' CONSTRUCT 8" P.V.C. (SDR 35) STORM DRAIN, BEDDING PER CITY STD 106-L:', - CONSTRUCT 6" P.V.C. (SDR 35) STORM DRAIN, -BEDDING PER CITY STD 106-L. -CONSTRUCT CURB INLET TYPE-OL-A PER CITY STD-305-L (LENGTH (L)'AND DEPTH (H) PER PLAN. CONSTRUCT LOCAL DEPRESSION PER CITY STD-304-L. CONSTRUCT 30"-C.S.P. (14 GUAGE) DESILTING RISER WITH GRATE PER DETAIL 6� . SHT.4: - CONSTRUCT-12" X 12" AREA -DRAIN PER- DETAIL 7, SHT. 4. - CONSTRUCT_INLET STRUCTURE AND MANHOLE PER DETAIL 5, SHT. 4. t CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL 9; SHT. 4. CONSTRUCT'CONCRETE DOWNDRAIN PER DETAIL 1,SHT. 4., CONSTRUCT DOWNDRAIN TO PIPE TRANSITION PER DETAIL 2, SHT. 4., CONSTRUCT CONCRETE V-DITCH(3'-0" WIDE) PER DETAIL 4, SHT. 4. REMOVE EXISTING CONCRETE V-DITCH. CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER DETAIL 10, SHT. 4., REMOVE EXISTING 24" C.S.P. INLET RISER -AND OUTLET PIPE.. CONNECT:24" R.C.P.-STORM 'DRAIN TO EXISTING.30" R.C.P. WITH CONCRETE COLLAR -PER CITY STD-313-L, CONNECT DRAIN PIPE TO.EXISTING.CATCH BASIN BY CORE DRILL. GROUT -AND EPDXY SEAL IN PLACE. , PLACE SINGLE ROW OF SANDBAGS TWO-(2) BAGS -HIGH AT TOE OF SLOPE. RAISE EXISTING SEWER MANHOLE TO GRADE.,; RAISE'EXISTING'GAS WELLHEAD (WELL NO. 7-A) TO ,GRADE. CONTRACTOR TO COORDINATE WITH CITY UTILITIES DEPT. AND HOAG ENGINEERING.PERSONNEL ON SHUTDOWN SCHEDULE. REMOVE EXISTING'RETAINING WALL AND CONCRETE'V-DITCH. CONSTRUCT TYPE _."A" P.C.-C. CURB AND GUTTER, 6" CURB FACE, PER CITY STD- 182-L. Y. CONSTRUCT TYPE "B" P.C:C: CURB, 6" CURB FACE; PER CITY STD-182-L. CONSTRUCT.TYPE "E" C.C. CURB, PER CITY STD-182-L.. CONSTRUCT ASPHALTICCONCRETEOVER BASE MATERIAL. (STRUCTURAL - SECTION TO BE, DETERMINED BY SOILS ENGINEER AND APPROVED BY CITY PRIOR TO PLACEMENT OF PAVEMENT),. - CONSTRUCT ,4" P.C.C. SIDEWALK (WIDTH 4''-O",.UNLESS OTHERWISE NOTED ON PLANS). CONSTRUCT CURB ACCESS RAMP, CASE "C", PER CITY 'STD-181-L-A,S B.- REMOVE EXISTING CURB AND GUTTER SIDEWALK AND A,C. PAVEMENT PER PLAN. REMOVE EXISTING STREET LIGHTS, HOSPITAL SIGNAGE AND TRAFFIC SIGNAL SIGN: REMOVE EXISTING CHAIN LINK FENCE. - - EXISTING DRAIN LINES TO BE PROTECTED IN PLACE, OR RE -LOCATED AS - NECESSARY. CONTRACTOR TO POTHOLE TO LOCATE EXISTING GAS AND ELECTRICAL LINES PRIOR TO START OF WORK. -' CONSTRUCT SPLASH WALL PER DETAIL 9, SHT. 4.-- CONSTRUCT BASE MATERIAL OVER HAUL ROAD (SECTION TO BE DETERMINED BY SOILS ENGINEER). - -- - .. •- JUL 261995 DATE BY DESCIP VON APP'D DATE BY DESCIPTION APP'D REVISIONS . REVISIONS NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY. REAL OP ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL ?Teguamtiisq IENGI NIEIEIETH© 209e 3. QtAE AR ev same Alt CA 9t70S SUSS A 714-957-e144 "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" JOS PH L- BOY�LE LIC. EXP. 3-31 - 98 1-25-16 R.C.E. 44497 DATE HOAR MEMORIAL HOSPITAL PRESBYTERIAN PHASE I GRADING AND - PARKING -- LOT PLAN LOWER CAMPUS OF SHEET SHEETS • DATE BY SCALEI".401 DESNPDON REVISION 71% \ A, .^7 • ••,-. a co 15 • ;kt 7T. E_ AVENU N 74000 .N 73800 APP'D FH "283.3o -"" COURSE DATA LINE I DIRECTION I DISTANCE LI N1036130E 15.23' L2 N81'04106W 21.01' L3 N08'55154E 15.00' L4 N8I'04'06'W 224.50' L5 N36'04'06'W 7.03' L6 N81'04106W 14.00' L7 N5355'54E 7.03' L8 N81'04'06W 119.01' L9 N78'27146W 296.72' LIO N1952137E 14.17' LI1 N2007154E 17.60' 1I2 N78'27.46'W 296.72' 1I3 N8I'04'06'W 279.26' L14 N08'55154E 17.00' LI5 N8222'00W 126.72' LI6 N6507139'E 78.24' 117 N35'37'02E 0.31' L18 N7946157W 119.94' DATE BY DESCIPTION REVISIONS ‘ / z / / / / % i • / / ;TY z/ v/ • _ FH AFP'D r / / / / / / / r / 52 ""..•••• PACIFIC CURVE DATA Nzr, 004,„ vot, N 46"w .FH •Mm. ilamd• ice CURVE RADIUS LENGTH TANGENT DELTA CI 40.00' 117.42' 386.64' 16811'12' C2 40.00' 53.41' 31.54' 7630'37' C3 2.00' 3.14' 2.00' 9000'00' C4 1000.00' 45.48' 22.74' 0236'20' C5 1000.00' 145.55' 72.91' 0820'23' C6 10.00' 7.93' 4.19' 45'25'08' C7 55.00' 82.23' 50.99' 85'39'44' C8 10.00' 6.98' 3.64' 39'59'19' C9 880.00' 132.00' 66.12' 08'35'40' CIO 880.00' 40.02' 20.01' 0236'20' C11 25.00' 14.18' 7.29' • 3230'22' C12 10.00' 20.14' 15.82' 11523'59' BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 , ALUMINUM CAP 3 3/4 INCH -DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD (OR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASK THE CAP BEING 42 FEET BACK OF THE CURB FACE, SET W1TH EPDXY. ADJUSTED 19/36, ELEVATION= 6.551 Lt, NOTICE TO CONTRACTOR N79.46, CONSTRUCTER CONTRACTOR AGREES 'MAT 111 ACCORDANCE WITH SEVERALLY ACCEPTED CONSIITUCTION PRACTICES. CONSTRUCTION CONTRACTOR WEL DE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSSLITY FOR JOB SITE CONDM011 OWING ME COURSE Cf' CONSTRUCTION OF THE PROJECT. DELWIN SAFETY Of ALL PERSONS AIM PROPER _TY. THAT TMS REQUIREMENT SHALL DE MADE TO APPLY CORTNUOUSLY AND NOT SE Lamy TO KORNAI. WORKING. HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEMM. OREINIFY, AND HOLD ORRIN PROFESSIONAL HARMLESS FROM ANY Ale ALL LIABILITY, REAL OR ALLMED. IN CONNECTION WITH THE PERFORMANCE or WORK ON ITIS PROJECT, EXCEPTIN UMILETY ARISING FROM THE SOLE NEGLIENCE OF DESION PROFES- SIONAL 584.46 _z__ \ .;\ MN en, MH • ...•••••• UNDERGROUND STRUCTUR S ALL UNDERGROUND MUTER OR STRUCTURES REPORTED NY THE OWNER OR OTHERS AND THOSE SHOWN Off TIE RECORDS DIMMED ARE INDICATED INTM IMEIR APPROX- IMATE LOCATION AND ECIENT. THE OVMER SY ACCEPENS THESE PLANS OR PRO- CEEDING WITH INPROVIDIENTS PURSUANT THERETO AGREES TO ASSUME LIMO -ITT AND TO HOLD UNDERSIGNED HARMLESS ?OR ANY DAHMER RESULTIM FROM ME JECNST- DICE OF UNDERGROUND MITES OR STRUCTURES NOT REPORTED TO 'ME UNDER - SIREN NOT INDICATED ON TIC PUBLIC RECORDS CCAMMED. LOCATED AT VARIANCE SETH THAT REPORTED OR SODOM ON RECOTTDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE MUTES OR STRUCTURES SHOWN AIM ANY OTTER UTLITES OR STRUMMED FOUTO AT ITE SITE IT SHALL SE TIC CONTRACTOR'S ,RESPONSIBLITY TO NOWT THE OWNERS OF 11C MUTES OR STRUCTURES CONCEMED EFORE STAMM WORK , , CO A 0 N N,k/\ N • ,52 N/N1 FH ••••• ••••••1• limma co: .••••• MH 779.94' <k ••• ••••••-... ••••••••., !Prepared tiol ION 3. CRAM) fir sun AM CA MOS AlE147711ilalt 714-967-8144 • H17\ LCPARICDWG J.N. H17-100-16 -----z----- --- MH •••••••••••• 604/004 • N 87°53' t rre:eiT,I;sest:IIT'.:0": bie planning Of Date FH ‘4,61 Z/k CIT"FNENITI!lig0. ppRovm.04 bums- - 3 i PSpaned conintnr vrtmes n ettl:t1 htse OisrtS 3f6 cu., By ss. `V.• '"•••••.. IP" EX ST LT../ GH W A y • k "I HEREBY CERTIFY THAT THIS PLAN WAS ' PREPARED UNDER my SUPERVISION" 7-Z545 SE H L. BOYLE R.C.E. 44497 DATE IC. EXP. 3-31-98 I 1- CENTER v1 I v 2,1 AsPft a"; ASPHALT N79.38.15, w SIAY • ' CONC. CONC ASPHALT 4_1.4,JIIIIIIIILLILL LOLL, V frrITITIT-11171TITITli," AspHALT \ zz •FH MH e • FT -7" -- r CHL D in R E L Tr - I I 1 I 7------t_F • -. • 177. 177- 122.2.3 sT Cr Ps :r‘ HOAG MEMORIAL HOSPITAL PRESBYTERIAN PARKING LOT STRIPING AND HORIZONTAL CONTROL PLAN , , N714* 29'30„w SrolY-4=Z.z+. v PH \I‹ :N\ a a JUL 26 1 - • CONSTRUCTION OF ANCHOR FOR TRENCH W/ SLOPING SIDE WALLS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG Doan drain anchor SECTION A -A NOTES I Concrete shall have o minimum ultimate compressive strength at 28 days of 2500 ps i. Concrete may be pneumatically poced and shall conform to Section 2*21 of the Uniform Building Code. 2 Reinforcing shall be 6"x6"-W 1.4x W 1.4 welded airs mesh (W.W.M.) or approved equal 3 Ground shall be pre -wetted to the satisfaction of the Buidiig Official or Engineer pnor to placement :t concrete. Moisture loss retardant shall be used when required by the Building Official r Engineer PROVIDE 3/4"x 2- NOTCH IN HEADWALL AND OOWNDRAIN TO RECEIVE GRATING. CONCRETE HEADWALL VARIES WITH SLOPE -- SECTION A- A 2 Dor drain anchors constructed every 101 In vertical and at tap•S to* of down drain. .�-DOWN DRAIN (SEE ST0.1321, WIT. 20F 3) WELD WASHERS TO REMOVABLE GRATE(41OTAL) SECTION B-B MOM , EXPOSE 1-1/4" PCRT:oN Ge ITHREACED ANCHOR 902 3/4' 2 _ 3/16 TYR a GALV 31P°CR7 BARS AT 3•0.C. m PLAN VIEW NOTES: 4 ocRIMETER SUPPORT BARS *4 GALV BARS AT 3' OC. wELCED TO GALV.F4 S:P°ORT BARS Ground shall be pre -wetted to che satisfaction Official prior co placement of concrete. 2. Material for construction of downdrain shall be reinforced with 6" x 6" W1.4 x W1.4 welded wire 1/2" Y 6" .:I-V A%%CHCR 90ET5 SET ,N CCNCRETE (4T0TAL1 of che Building concrete fabric. 3. Downdrain to pipe transition shall not be used within public road right-of-way. 4. Grate shall be hot dip galvanized after fabrication. 32.50P Z ojA-.O T1eA1.15171014. 20$' '55.1FS 33.r10F.L.` FO)2 TE12)2AGE 17t .A1h1 CIF IO SeE t TA1L r /3A-.O FL• r 20V 3 S.SOF. L\ Foyer COt ic. V- PITCH ITAl1-elk - 3-t.00r' ScOre F.S. l2oAr� 0 cC, Gr- W1.4,c WL4 W.W.RA. 31- 011 WIDE CONC. V- DITCH MANHOLE Fy2A4.AE 4 r e,./Eyc ALHAMP- A Play A- tS LA I * le- 2 oF. Al'ple,oyr n 6 EQUAL. SEE- t7ETAtL. dt Ili ct - O" T1ZAN��ITION FlZOM V- RTCH TO TZ4.PE2010A.L Gt IAN1,4e.L. 1S•9S ) L cr. SEE DETAIL DATE BY DESCIPTION APP'D DATE BY DESCIPTION APP'D REVISIONS REVISIONS 51- O TYLA1.iSITl011 ppo. 0 11e44--ter 10h1 SEE t -TA\L I. 3 L• 17.40 TO 1° ELE V -01 7-12 4.l`le\11G,1 re.01.4 V-17YCC\-1 TO T2APE20tPAL- PLAN SC t; t TAll, S/ei b GiALV, SZF�EI_- �AKe. LSNIGTH AS .G UIVe-St7 SET 668‘1Zg W 15.1 or. 2" 11-1TO GOMy0 @ ci o. G. #¢e 12 O.G. EAc-4 WA-/ „ �TyP1GA1�1 SECTION A -A SOILS ENGINEER LAW/CRANDALL INCORPORATED 731 EAST BALL ROAD, SUITE 104 ANAHEIM GA 92805 CONTACT: SHAHEN ASKARI (BRANCH MANAGER) PHONE: (714) 776-9544 3�.{ cyAW ITEM, MA Ko1 E 5 'P At.NAM7 A A-o1z-- APr4SOIW t QUp.- e-o.O3 INLET STRUCTURE NO. OWNER .N u. 2v CL ,21 itill 12=3 UG. . ,w 11 07- 1) II 24-4- @ 22 o. c. (TYrf) 1.0 MIN. FgEEOAW if.q- teE6Al2 WEL-2f.--2 TYI' I/2 rc 2 STF£L emQ.Atp ' lm 3/6 );i7LT GRATE ASSEMBLY DETAIL ( . 0t \ .T TT PI(�'v%I I ST7oS TEEIv. MINI. ' � _ ----tp]'1'• eTr •n\ • • / I QSe..--1- -T'%5 eeOTION .1N °_y�1 WET C.ONGIC&1tFdT1t4G o O. - n ..I C1- -KOJF .. thleaIPTe PKAINL.00 0. 1 11/2 ,c 12' (MAX.) S1-0 T otZ. t/ _ TO 1- i/' 171,6, l-4a ae, i0'- I2 Ohl GEtSTFi1 ' Ai4C7 STACaG,F- 2.0' MIN. G7 M\U. -i0 1.6 MAX Giul.11-F CcXG-.Vl.G, t.4 J'Nt✓i 04 ALL AYLOlJNi7 2 -4 AT 2 0. G ALL POUR SI17E-e .Q. C° -12° O. O. CTyptcAL ) Ti .awa FINISH A13t7 eA- TO OLS11- .T FKOM ALL OITZ.N'O-nO1e1 9-- (-1--onon-) SECTION B - B 171 HOAG MEMORIAL HOSPITAL PRESBYTERIAN. 301 NEWPORT BOULEVARD BOX "Y" NEWPORT BEACH CA 92658-8912 CONTACT: LEIF THOMPSON PHONE: (714) 760-5908 Re -born to be determined by tngmter RISER DETAIL i J l NTYP 6 ANGHOIZ P�I,OC.4 . MILL. 6 SAf.K/G.y C.ONGtZ�'T ' ate_ MCI%- O7 ,srr o-W Bat t*UiLt714-•lc OFF\oV�t N.T.S. 4 INSTALL_ t-4At\ONA\_ ONE1-.GtF\ -O SA1-E- ‘'SGA. 2 c 12 GW.ACM' H t7. e. ,_17- 1 No. \2y2 CGr32E1-41 Ott fr rrpz..0 I -t7 t c?UAL 4- N D.3 UO. 122o, Al2 -A D)ZA14 ow_ AIPI'ROVe,►7 EQUAL SURFACE OVER PIPE '5 8" TRENO1 WIDTH 1 r. a ■ `.DR -TONAL CONS'_'JSTIOr, JC NT Notes: ANCHORS \`.3.R •-Yc .., OVER PPE 1 7' r 31 CLR. CLR 1. Pipe anchors shall be constructed at 71 vertical interval on all slopes of 5:1 nr steeper. All reinforcinc steel shall be tz. bars. 3. Concrete shall oe class 500-:-:500 concrete. tc442• AO) OK C 63.12. .. 35, SGHt�• .40) OK ArrKOVF-t7 ec2UAL, t.e.gai H Ae Kec7'2. r r. V. o. 17l2A11.1 t°w't-( 51ze- IOW. ) It•IV. W 112 I'L'AN flCP'41-4 SIZE A Co (OK 4 ) W E- Cr.V.G. S. K.3tS, tcKt7 40) AREA DRAIN TYPICAL BERM men Diverler (calash) wall. See note No 4 e SZmin • All edge to be trimmed smooth 6'x6 -W 14 x W 14 TERRACE DRAIN 81 SPLASH WALL NOTES I Condiete shall hove a minimum ultimate emwrenlve Concrete may be pneumatically places and shall Buildetg Code. 2 Reinforcing shall be 6"x 6"-W1 4 x WI 4 welded wire mesh (W.W.M.) or approved 3 Ground shall be pre- wetted to the satisfaction of the placement of concrete. Moisture loss retardant shall be Engineer. 4. Concrete or concrete block dwnter (West') wall to be constructed terrace drain. Set plan for location and details strength at 28 'days of 2500 p s conform to Sectio• 2621 of the Uniform equal Building Ofticial or Engineer prior .to used when requlrnd by the Budding 01'ialol when down dram terminates at or CONCRETE PIPE SLOPE ANCHOR 1TYOFNrINCONBEACH TN /3�Q /J5-. .PPROy6E )14 6NNC PT NO (his prpjegi Eggigfm4 to @ 14(Vitable planning regulatiolis .ii,ii plif49 in ii)HB@I oft Ifd3 net? )lib§, f;ltift§ aft P.21 I L:- -' , ;,IstructIOn purposes. Nd IDulichki'uilitiArl:.%I.,.-: . ,,, approval Is received ffoii the Cansio,�r YI•a Ci'iiAI l`01t?.idi$Stten PLAt1Ni.tti i33'AATM; iT' JAhtES vIltkiii, Wet' gy, .L(.l } )CIA 4G�._ Date: EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNM EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COMCAST CABLEVISION NUMBERS NUMBERS 634-0251 895-0221 611 962-2411 542-3975 AFTER 6:00 PM BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND PRELIMINARY. BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. B.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST HIGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD IOR SUPERIOR AVENUE) ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CUIRB FACE, SET WITH EPDXY. ADJUSTED 1986, ELEVATION= 6.551 NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONTRACTOR WILL BE REVERED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CO/ARDOR DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONTRACTOR FURTER AGREES TO DEFEND, INDEMMFY. JUIN HOLO DESIGN PROFESSIONAL HARMLF_SS FROM ANY AND ALL LIABILITY, REAL OR ALLEM°. IN CONNECTIOII WITH THE PERFORMANCE OF WORK ON THS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEOLIBENcE oF DESIGN PROFES- UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY MIN OWNER OR OTHERS AND THOSE SHOWN ON TIE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX.- IRATE LOCATION Al4D EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEECING WITH IMPROVEIAENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARIAI-ESS FOR ANY DAmmEs RESULTING FROM THE EXIST- ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER- MENEM NOT INDICAIFJ) ON THE PUBUC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REOURED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILMES OR STRUCTURES SHOWN MO PAY °RIM uTILITIES OR sTRuCtuREs FouND AT THE SUE. IT SHALL BE THE CONTRACTOR'S RESPONSEINITY TO NOTIFY THE OWNERS OF THE UTIUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. IERTGUNIEIEEING use s. GRAB tn. Or sun AM es arms Stet 714-957-0144 "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" LIC. EXP. 3-31-98 SEAL HOAG MEMORIAL HOSPITAL PRESBYTERIAN PHASE I MASS GRADING PLAN FOR LOWER CAMPUS SHEET 4 OF SHEETS . 4' HIGH (2:1) GRADED SLOPE PER CIVIL ENGINEER HYDROSEEDED SLOPE AS DESCRIBED UNDER SLOPE PLANT PALETTE /—'�— /a t+t•ftt••,►I••aa•••aa►a•t••j ►l••••t►a'a••I►•a • • • -- CONSOLIDATED VIEW PARK CONDOMINIUMS IMO tsoravoreivuir4407-z.vdra.4rtetrattiExtervii*grolit _ , ts • a � all„ � r. �]`]yy.iY:.T{i•..:..':::.�..�.:.�.::..:�.:�..�::...::.:.�.: I ► a • r I f 1 � ► 1 �:•arY T / f a ■ f 1 ■ f w •: M 1 f r r 7 f f t 1 • 1 I f I f t , 1 r 7 1 _ . , 1 I 1 I 1 n , I r ll l � r t 88888888888 i • AND SHRUB •� ti,1�1� ''„'y",��.�; : , . Inmm88►tnnna►a1 l d'l k ,`1���/-•` El llll ,•'' 1 •nmrttra.Iflr. a,nitttt•►. n•nn,t n '�i �•1 11�►• M rrnnta,In nlunannn,n nit Ia - : � ••.� +••• ..� nr 7unannt ►tfnn,r 11— 1 1/ fr ,11/►I•Ia,fln,nln,n4 gnit,t•,In17 1 —40 -0 m MEANDERING CLUSTERS OF FLOWERING TREES SCALE CONCEPTUAL LANDSCAPE PLAN MASSES P.C.H. LANDSCAPE APPROVED AS PART OF MASS GRADING PLAN.---S HOAG HOSPITAL . LOWER CAMPUS Landscape Architecture & Planning q1.1 Sky Park Boulevard • Irvine. California 9174' T. • 1ki . SUY 7-7-95 7-31-95 FLARE RELOCATION/SCRUBBER INSTALLATION COASTAL DEVELOPMENT PERMIT#5-92-368 CITY PLAN CHECK# 1465-94 MASS GRADING PLAN COASTAL DEVELOPMENT PERMIT#5-93-253 CITY APPROVAL -IN -CONCEPT# 1115-93 • PACIFIC B u ,nnnt*nl COAST. EXISTING ,I nl n►11nnglnlarintlln7n11t11 NOTE: THIS PLAN IS A DIAGRAMMATIC PRESENTATION. THE ACTUAL PLACEMENT AND QUANTITY OF PLANTS ARE -SUBJECT TO.ADJUSTMENT. • •.. •. .•.s'• .• •X ENT FACILITY . •,• • ENHANCED LANDSCAPE TO MATCH EXISTING CHILD CARE CENTER .•• CHILD CARE CENTER HOAG ENTRANCE EXISTING ENTRY SIGNAGE AND PLANTING c . . ,t,U►•,►►,q HIGHWAY PACIFIC COAST HIGHWAY • fly ofNEWPORTMal /�%- PPROYALtN CONDEVfNO [Ms project conforms to atl applicable planning regulations °nit polities In effect on this de&e. ntsa aaas are not t: L. . -. I.,: '7:istr+:chon purposes. No nuiidmg permit tti;t ac• r- . atfprovai is received from I she Ceitecnta c .sst. ; i:exra:ssron 1 FLAW tf BWRIMENT JAMES5' E'rV;G'„,Erb. Dtrecto CONCEPTUAL PLANT PALETTE ALONG PACIFIC COAST HIGHWAY 0 0 METROSIDEROS. EXCELSUS RAPHIOLEPIS-'MAJESTIC . BEAUTY' NERIUM. OLEANDER 'PETITE PINK' CARISSA • GRANDIFLORA 'HORIZONTALIS' � ACACIA RED.OLENS MYOP.ORUM PARVIFOLIUM NEW-.ZEALAND CHRISTMAS TREE RAPHIOLEPIS OLEANDER :NATAL PLUM ACACIA MY. PORUM s SMALL DENSE FLOWERING TREES LARGE MOUNDING SHRUBS LOW_ AND MEDIUM SPRAWLING FLOWERING SHRLBS GROUNDCOVER SECTION A -A SLOPE PLANT PALETTE a(HYDROSEED) Eschscholzia Californica Lobularia Maritima Gazania Spfendens Lupinus Succulentus Cistus Villosus Artemisia Pycnocephala . Atriplex Semibaccata California Poppy.' Sweet Alyssum Gazania Arroyo Lupine Rock Rose Coast Sage Brush Creeping Salt Bush Baccharis Pilularis SSP. Consanguinea Coyote -Brush Encelia Californica California Encelia