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HomeMy WebLinkAboutS_5170_S::i::: u <( LLJ a:i z 0 I-(!) z j::: z =, ::i::: LL. 0 >-t: (_) BAKER f}j ~ ,--' "' ci _,._-#' > 0 J ~ m ¼ ADAMS AVE. ""$ ORANG£ #-COAST .... ¼ ~ :! ~ ,c ~ y 0 0 ~ m CITY OF COSTA MESA VICTORIA 19TH "' > ., ST COLLEGE ~ ... 0 ~ m > ~ ., ~ ,c ~ ST, ORANGE CO. F AlRGROUfIDS WPOR)j=~~ BAY(, JCIT 0-INDICATES AREA SHOWN ON LOCATION MAP PAc1r-1c- 'z::: Oc. ---..__ £'4,1; VICINITY MAP NOT TO SCALE GENERAL I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED, CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS. STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION AND SUPPLEMENTS. 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 F AGILITIES, 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. STATIONING REFERS TO CENTERLINE OF STREET ANO/OR CENTERLINE OF STORM DRAIN PIPE AS NOTED ON PLANS. 5. CURB DATA REFERS TO FACE OF CURB 6, ALL EXPO SEO CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 1 • ~ CITY OF IRVINE UNIVERSITY U.C.I. so. PUBLIC WORKS * ** NOTE: ALL CEMENT TO BE TYPE 5 NOTEc DUCTILE IRON PIPE TO BE BONDED, CATHODICALL Y PROTECTED AND ENCASED IN 8-MIL LOOSE POLYETHYLENE PLASTIC PER AWWA STANDARD Cl05 PER CITY STANDARDS AND SCHIFF LETTER DATED APRIL 3, 1997 AND MARCH 21, 1994, SEE APPENDIX "A" OF LAW/CRANDALL REPORT OCTOBER 21, 1997, SAID REPORT IS A PART OF THESE PLANS. NOTL TRENCHES TO BE PATCHED PER CONSTRUCTION NOTE 15 IMMEDIATELY AFTER BACKFILL COMPLETION. AFTER BUILDING IS COMPLETED, TOTAL STREET FROM CURB TO CURB OVER LENGTH OF SYSTEM FEED TRENCH TO BE COLD MILLED I 1/2" AND CAPPED WITH I 1/2" A.C. AS DIRECTED BY THE SOIL ENGINEER, WITH ALTERNATE BID FOR I 1/2'' RUBBERIZED A.C. !ARHM). SEE LAW/CRANDALL SPECIFICATIONS. DEPARTMENT HOAG MEMORIAL HOSPITAL PRESBYTERIAN HOAG DRIVE LOWER CAMPUS APPROVED: PUBLIC WORKS DI ETO DATE: APPROVED: UTILITIES MANAGER R .C.E. Z S:S::S:: l DATE: NOTES 12. ALL OPEN TRENCH WITHIN ,~ STREET SHALL BE STEEL PLATED AT ALL TIMES, EXCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE CITY INSPECTOR. 13. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 14. TRAFFIC CONTROL FOR THIS PROJECT SHALL BE PER THE WORK AREA TRAFFIC CONTROL HANDBOOK ]W.A.T.C.H.I 1996 EDITION. 15. ALL CONCRETE SHALL BE GLASS 560-C-3250 UNLESS OTHERWISE NOTED. 16. THE SOILS ENGINEER SHALL SUBMIT STRUCTURAL SECTION RECOMMENDATIONS TO THE PUBLIC WORKS DEPAHTMENT BASED ON THE FINAL "R" VALUES AND TRAFFIC INDEX(ESI FOR APPROVAL, PRIOR TO PLACEMENT OF AGGREGATE BASE MATERIAL. 17. SUBGRADE PREPARATION, PI.ACEMENT OF UNTREATED BASE, AND PLACEMENT OF A.C. PAVING SHALL BE INSPECTED AND APPROVED BY THE PUBLIC WORKS DEPT. 18. STORM DRAIN PIPE BEDDING SHALL CONFORM TO CITY DRAWING STD-I06-L. 19. ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISHED GRADE AFTER PL~.CEMENT OF SURFACE COURSE OF A.C. PAVEMENT. 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. 21. DUCTILE IRON PIPE SHALL llE CLASS 52 AND HAVE AN B MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATION, AWWA C-I05, AND SHALL BE BONDED AND CATHODICALL Y PROTECTED. 22. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 23. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH DRAWING STD-5I0-L UNLESS OTHERWISE NOTED. 24. CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY HYDRANTS PHONE \714) 644-3106. 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 CU RB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATIONs 6.551 PROJECT PHASE II Jt&,-'~---'1--'=~'...J s \ -~ \ ~ LOCATION MAP NOT TO SCALE r ' SITE NOTE: REVISED REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED SUPPORT SERVICES DEVELOPMENT PREPARED BY LAW/CRANDALL DATED OCTOBER 21, 1997 IS A PART OF THESE PLANS. SOILS ENGINEER LAW/CRANDALL INCORPORATED 200 CITADEL DRIVE LOS ANGELES CA 90040-1554 CONTACT: PAUL R. SCHADE PHONE: 1213} B89-5300 , 1//~k~-2./;1/,a /PAUL R. "scHADE DA TE GEOSCIENCE ANALYTICAL, INC. 4454 INDUSTRIAL STREET SIMI VALLEY CA 93063 CONTACT: FLEET RUST PHONE: (805) 526-6532 t\.J CL%-\{_ \.~'1' 1...(1~ f 1' ~----"'----'"------....:....----- FLEET RUST DATE CONSTRUCTION NOTES: (PRIVATE STORM ffi (D CONSTRUCT 36" RCP (1750-0) TYPE 5 CEMENT ffi@ CONSTRUCT 18" RCP (2000-D) TYPE 5 CEMENT DRAIN) * *** Q) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II, PER THE CITY OF NEWPORT BEACH STD-161-L (MODIFIED TO 71/'t CONCRETE (3,000 p.s.i,) W/ NO. 4's AT 18" E.W.) &© ® @ (J) @ ® ® (jJ) @ © @.) CONSTRUCT 8" PVC ANO j PVC, SOR 35 DRAIN LINE AND CONNECT TO EXISTING STORM DRAIN CONSTRUCT MANHOLE NO. 4 PER CITY OF NEWPORT BEACH STD-308-l. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH STD-310-l. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD-311-L. CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH ST0-304-l. PROTECT EXISTING CURB AND GUTTER CONSTRUCT CURB INLET TYPE OL PER CITY OF NEWPORT BEACH STD-306-l. CONSTRUCT CONCRETE ENCASEMENT PER CITY OF NEWPORT BEACH CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-l. CONSTRUCT CONNECTION ASSEMBLY, CASE 2, PER CITY OF NEWPORT BEACH STD-312-l. ANGLE=70' WITH 3 FT. LONG STUB, PLUGGED, SOR 35 CONSTRUCT 8" PVC INTO INLET. &@ @ CONSTRUCT 3" AC / 10• AB OR AS DIRECTED BY SOIL ENGINEER AND PER CITY CONSTRUCT 6" TYPE A CURB AND GUTTER PER CITY OF NEWPORT BEACH STD-105-L-A*** @ @ @ ® &@ @ @ @ STD-182-l. TO MATCH EXISTING. CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD-180-l. CONSTRUCT ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-A&B REMOVE EXISTING UTILITY OR IMPROVEMENT. INSTALL TEMPORARY 6" AC. CURB AND GUTTER CONSTRUCT NEW 18" R.C.P. Ol/TlET ANO CONNECTION (2000-0) REMOVE EXISTING JUNCTION STRUCTURE. PROTECT EXISTING PIPES. REMOVE 36" RCP INTO JUNCTION STRUCTURE. SEAL OPENING WITH 2000 p.s.i. CONCRETE. SAWCUT AND REMOVE EXISTING CURB AND GUTTER. @ SAWCUT AND REMOVE EXISTING AC PAVEMENT. @ SAWCUT AND REMOVE EXISTING SIDEWALK. @ PROTECT EXISTING UTILITY. @ CONSTRUCT PIPE INLET, TYPE GCP PER CALTRANS STD. 075. @ ABANDON AND BACKFlll WITH 1 SACK SAND-CEMENT SLURRY, PLUG BOTH ENDS WITH 2000 p.s.i. CONCRffi @ CONSTRUCT 36" THICK 1 SACK SAND-CEMENT SLURRY CUTOFF WALL BOTTOM OF TRENCH TO TOP OF TRENCH. @) CONSTRUCT 1B"x18" INLET, ASSOCIATED PRODUCTS DB1818 OR EQUIVALENT * CONSTRUCTION NOTES: (SYSTEM FEED) @ CONSTRUCT 3"AC/1 O"AB OR AS DIRECTED BY SOILS ENGINEER * @ &@ @ @ @ @ @ @ ® @ ® INSTALL 6'x10' MANHOLE PER ELECTRICAL DRAWINGS INSTALL 2-16" O.D. CHILLED WATER LINES. ALSO, INSTALL COMMUNICATION/POWER DUCTS PER ELECTRIC DRAWING/SPEC.; SEE MECHANICAL DRAWING/SPEC. INSTALL 4'x4' MANHOLE PER ELECTRICAL DRAWINGS. SAWCUT AND REMOVE EXISTING PAVEMENT. INSTALL GATE VALVE (SIZE PER PLAN), INSTALL Bl.OW OFF ASSEMBLY PER CITY OF NEWPORT BEACH DRAWING STD-52~-L. INSTALL 4'x7' MANHOLE PER ELECTRICAL DRAWINGS INSTALL CHILLED WATER LINES (SIZE PER PLAN). SEE MECHANICAL DRAWINGS FOR CONTINUATION. 2' BEHIND SHORING OR CURB • INSTALL POWER OR COMMUNICATION DUCTS. SEE ELECTRICAL PLANS FOR SIZE, NUMBER OF CONDUITS AND CONTINUATION. CONSTRUCT REVERSE TIE ANCHOR BLOCK ASSEMBLY WITH 3/4" TIE BOLT-STARR SUPPLY CORP. FIG. 7 OR APPROVED EQUAL AND U.J. PLUG CONSTRUCT JOINT UTILITY TRENCH ** 8. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR 25. CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL FIRE LANE CLOSURES. -CONSTRUCTION NOTES: (EROSION CONTROL) ESTIMATED GRADING QUANTITIES LI:,.@ CONSTRUCT 4" PVC SCH 80 GAS EXTRACTION CONNECTION -SEE MG 11.00 CONSTRUCTION NOTES: (SEWER & WATER)* 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. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH AT 17141 644-3311 AND REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AND ALSO AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB a GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE IT'S COMPATIBILITY WITH EXISTING CONSTRUCTION. CONCRETE SHALL BE TYPE 5. 10. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN 5 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARD- OUS GROUND MOVEMENT MAY BE EXPECTED. II. THE CONTRACTOR]SI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE NO. 10 ABOVE FROM CAL/OSHA. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR S1RUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROX- IMATE LOCATION ANO EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEEOING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXIST- ENCE OF UNDEiWIWUND UTILITIES DR STRUCTURES NOT REPORTED TO THE UNDER- SIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES TI--IAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURUNG THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDJNl3 SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REOUJREMENT 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 FROl-1 ANY ANO ALL LIABJLJTY. REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF WORK ON THJS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL. EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE l-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.} COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 18001 427-2000 (8001 611-1911 611 1714} 644-3011 1714} 962-2411 1714} 542-6222, 26. ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS, AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBEFi. 27. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL AND EPOXY COATED. II] CONSTRUCT SANDBAG DIKE ONE ( 1) BAG HIGH [Ij CONSTRUCT SANDBAG DIKE TWO (2) BAGS HIGH ROUGH GRADE STOCKPILE EXPORT PRECISE GRADE CUT 44,840 C,Y. 40 C.Y. FILL 1,560 C.Y. 2,790 C.Y. 40,490 C.Y. 2,830 C.Y. 28. BOLTED CONNECTORS F ABl~ICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-SEIZE COMPOUND. MECHANICAL ENGINEER ELECTRICAL ENGINEER QUANTITIES ARE PURE VOLUMNS. NO ALLOWANCE FOR SHRINKAGE, SUBSIDENCE, OR TOP SOIL AMENDMENTS. 29. ALL BOLTED AND THREADEI) FASTENERS SHALL BE MANUFACTURED IN THE UNITED ST ATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL, CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURE STATING COMPLIANCE WITH THE APPROPIATE SPECIFICATIONS. 30. IF SOIL IS TRANSPORTED OR REMOVED FROM THE SITE, THE CONTRACTOR SHALL OBTAIN A HAUL ROUTE PEFIMIT FROM THE PUBLIC WORKS DEPARTMENT. SYMBOL LEGEND • POWER POLE ~//(//////a BUILDING @ MANHOLE ----EXISTING CONSTRUCTION ,0. FIRE HYDRANT -----PROPERTY LINE D METER BOX NEW CONSTRUCTION ----@---VALVE ---'i.---CENTERLINE POWER POLE ANCHOR --s---SEWER LINE ,Q MONUMEMT ---w-- -WATER LINE -x-x-x-FENCE ---G---GAS LINE ---BLOCKWALL --E--POWER LINE 0 TREE ~TEL--TELEPHONE LINE O{J SHRUBBERY --TV--CABLEVISION LINE ..,(LL LtL. .LLL. LLL. ASPHALT PAVEMENT ~SP--SPRINKLER SYSTEM AC PCC TC FL GB vc TSUCH I YAMA 8 KAINO 17877 VON KARMAN AVE. SUITE 100 IRVINE CA 92614 PHONE: 1714} 756-0565 FAX: 1714} 756-0927 ABBREVIATIONS Asphalt Concrete NTS Portland Cement Concrete PVM'T Top Of Curb LP Flowline HP Grade Break EP Vertical Curve CONC. EXIST Existing MH EX Existing CB FH Fire Hydrant s INV Invert w pp Power Pole SD E Electric PVC DIP Ductile Iron Pipe RCP FE Flanged End RT 0.D. Outside Diameler VCP T.S. Top Of Slope TVC F.S. Finished Surface F.G. : I: I: :1: :1: :1: BRICKWALI( STREET LIGHT BASIS OF BEARINGS: FREDERICK BROWN ASSOCIATES 3420 IRVINE AVE. SUITE 200 NEWPORT BEACH CA 92660 PHONE: 17141 852-9995 FAX: (7141 652-1657 Not To Scale Pavement Low Point High Poinl Edge Of Pavement Concrete Manhole Catch Basin Sewer Water Storm Drain Polyvinyl Ciloride Reinforced Concrete Pipe Ring Tight Vitrified Clay Pipe Top Of Vertical Cut Finished Ground CIVIL ENGINEER "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" DAVID A. BOYLE LIC. EXP. 6-30-01 IEM~Il~ill:IE!RlTIJNJ<t; I . .. . .-:1 ' .. CONCRETE :ct THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING 20W S GRAND AVE.. SANTA ANA CA 92705 PH: 714-957-BH-4 FAX:714-957-8499 DATE OF DRAWING: FEB. 11, 1998 \NADEL\SHTC01 -01 .DWG J.N. N06-100-00 N 16°10'09" W, PRELIMINARY. (NEAD 83, 1990 ADJUSTMENT) SHEET INDEX I. TITLE SHEET 2. COMPOSITE UTILITY PLAN 3. STORM DRAIN IMPROVEMENTS -PLAN VIEW 4. STORM DRAIN PROFILES / DETAILS 5. SYSTEM FEED • WESTERLY PORTION 6. SYSTEM FEED -EASTERLY PORTION 7. 12" WATER LINE EXTENSION a BUILDING SEWER/WATER SERVICES & D.L.E. ADDENDA 12/5/97 & D.L.E. ADDENDA 12/24/97 ill D.L.E. 2/11/98 REV BY @-PROTECT EXISTING CURB AND GUTTER @--CONSTRUCT 3" AC / 1 Q" AB OR AS DIRECTED BY SOIL ENGINEER. @-SAWCUT AND REMOVE EXISTING AC PAVEMENT. @)--CONSTRUCT REVERSE TIE ANCHOR BLOCK ASSEMBLY WITH 3/4" TIE BOLT-STARR SUPPLY CORP. FIG. 7 OR APPROVED EQUAL AND M.J. PLUG. ** *** ffi @}-CONSTRUCT SHORT SERVICE METER BATTERY PER CITY OF NEWPORT BEACH DRAWING STD-531-L MODIFIED. REPLACE 3'x6' METER VAULT WITH 2-BROOKS PRODUCTS INC. 65 SERIES METER BOXES. (2-2" METERS) @)--CONSTRUCT 12" D.I.P. CLASS 52 WATER LINE. (@--CONSTRUCT 8" 0.1.P CLASS 52 WATER LINE. ffi @-INSTALL 2" IRRIGATION SERVICE PER CITY OF NEWPORT BEACH DRAWING ST0-503-l. (SEE L3.02 FOR FEBCO 825Y REDUCED PRESSURE BACKFLOW INSTALLATION -2" SIZE) LI:,. @-INSTALL 1 't (MJxMJ) BUTTERFLY VALVE PER CITY OF NEWPORT BEACH DRAWING STD-508-L Lb,@--CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DRAWING STD-500-l. Lb, @--CONSTRUCT DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY (8") PER CITY OF NEWPORT BEACH DRAWING STD-512-L. (SEE DETAIL • A") Lb,@)--INSTALL WATER MAIN TAP PER CITY OF NEWPORT BEACH DRAWING STD-507-L. (6" (MJxFE) TAPPING VALVE) LI:,. @--INSTALL WATER MAIN TAP PER CITY OF NEWPORT BEACH DRAWING ST0-507-L. (8" (MJxFE) TAPPING VALVE) ffi @)---REMOVE EXISTING THRUST BLOCK AND JOIN EXISTING 12" WATER MAIN. Lb, ~ INSTALL 8" D.I.P. 90' LONG RADIUS (MJxFE) BEND ffi @---INSTALL 4" 0.1.P. 9◊-LONG RADIUS (MJxFE) BEND. Lb,@-INSTALL 4• 0.I,P. 90' (MJxMJ) BEND. ffi (JJ---CONSTRUCT REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (4'') PER CITY OF NEWPORT BEACH DRAWING STD-520-L. (SEE DETAIL "B") Lb,@-CONSTRUCT 4'' D.I.P. CLASS 52 WATER LINE. (LENGTH AS REQUIRED) @--CONSTRUCT 6" PVC SOR 35 SEWER LATERAL TYPE "A" TO 2' BrnlND SHORING PER CITY OF NEWPORT BEACH DRAWING STD-405-L AND STD-406-L. PLUG AND MARK END FOR FUTURE CONNECTION. HOAG MEMORIAL HOSPITAL PRESBYTERIAH STORM DRAIN / UTILITY PLAHS DESCIPTION APP'D REVISIONS TITLE SHEET & GENERAL NOTES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 0-52 35-5 SHEET 1 OF 7 ... """ u £ z ~ Q CJ n n m n 0 n u D TI m 0 n " " " ' 0 ~ C!) ri. z i'.: I-'-' z w::. >w In w 3'GAS ------~ J ,,, r I I f I FIRE/ HYDRANT 15" POWER MH AND SERVICE TO BLDG CURB INLET RC ./ !0+45,49 EC _,.,,,. _ -IO''.l-14.61 £S __ ' \ __ \\.. 0i!tl==.;;:;;;;;~· GAS l3 -..c 111 ',/ELL "' WEL ----!O'S------ ----3GAS- PH S. XTRACTI 11. 0 8" BLDG DRAIN I ! EXTEND GAS/ SERVICE / _§; I'- +snroc ' ! ! LJ BLDG SERV. (TYP) COMM MH & .._.._.._ SERV. TO BLDG. & POWER MH & A SERV. TO BLDG 13+90 BVC rn.s2 rs - ----"13 I ____ _£;.73 rs_ _1 17.57 rs ---------io·s-- ---- LIGHT (TYP) DO □□om□o□o□ 0000000□□□□ oo□□□ - - - - - - - - - - - - - - --12·v-- - - - - 8" s 8" BLDG DRAIN \ I I I \ l\ __a----~ -- --------------------.b' -------------------------------- COMM MH & A SERV. irO BLDG. -------- 16+36,17 BC -- - - --121 \,/-- - - ----------------- E NT & ICAT R I I 18"RCP & INLET 0 E=<,,~~7~~ff~~9'~fiffi~~~~~4~~:=~~~~t36 'SD~~ ---1---G'GAS---,__,__ ----t7t-----+-E---+---E-----i------11----t--+---+-E-+--1------1---_J, GAS ARKE 0 ---3• AS-----+----+--, -+-~-+"--"-""'~----+----+---+--E --!B'S ,. 30" S LT , , TR FF ___ _ VJ p PB ST LT' / -<t 1 ,,.. , PB TR FF ST v, f? (y 3 ,i. / , PB PB ST LT mAFFIC CONlROL PED \$01'1 ~UL1 L(C ~B ~ff RETAININ MONUME WALL SIGN SYSTEM 5' WALK FEED s_ ., ~ TRAFFi PB E r ~~ w E s r co A s i-DRAIN A & ,, ·~':it: • • ., .. • ~ ~ H I G H wv. A y PB AND PED. w I • 0 J NCTION , ,. ,,. S RUCTURE ------------------------------------------------~-------------------It •O - 1---------4-'l'L_,../ --------------~ --------- - --12'HP GAS-- - - - - - - - - - - - - ------ --- ----12'HP GAS---- - - ----- ---------- - - --12'HP GAS---------- • PB w ) ' " e " ------\.J \_/ ( □Yoi-C ' I, ' ------------ w " >------E-------,L-E-------E-E E E E E E E -E E E E E---.______f ;ff_ 'if~ '-ti; SMH '*--'*--------------27'$ --------------::.-27's---~l---2rs I ' 2.llll / ' ~ ------27'S----------E-- -27'$-- - - - - - - - - - - - - - - - - - ---------------------~ -------~ ~· ' -36'SFM------------------36'SFM--' / , I w ,,-------------------------------------------------------'r ----=::=:::::::::::::~X~, =::::::::::::::---E --------------------E----- ----_:: -----------E ----------L_ KEY NOTES @ PROPOSED UTILITY OR IMPROVEMENT PER THIS CONTRACT. @ PROPOSED UTILITY OR IMPROVEMENT BY SEPARATE PLANS. @ RECONSTRUCT EXISTING BASE. @ REMOVE AND RECONSTRUCT. @ PROTECT IN PLACE. ® REMOVE AND SALVAGE. @ EXISTING UTILITY TO BE REMOVED. @ EXISTING UTILITY TO BE ABANDONED. MH~ 11 111 MH J_EGEND E:XISTI NG UTILITY l•ROPOSED UTILITY PER THIS CONTRACT. l•ROPOSED UTILITY FOR LOWER CAMPUS PARKING I.OT PER PLANS BY DAVID A. BOYLE, ENGR. PROPOSED LOWER CAMPUS SYSTEM FEED PER THIS CONTRACT. (CHILLED WATER, POWER AND COMMUNICATION) PROPOSED LOWER CAMPUS SYSTEM FEED l'ER PLANS BY TAYLOR & ASSOCIATES. IENcGilli'!IEIEfilITMcG 2076 S, GRAND AVE.,, SANTA ANA CA 92706 PH: 714--957-8144 FAX:714-957-8499 FILE,\NADEL \SHTCl.02.DWG DATE: 2/11/98 OWNERSHIP OF PIPELINES: 12" WATER, ff WATER AND 4-6' LATERALS WITH FIRE HYDRANTS ARE PUBLIC, Cl1Y OF NEWPORT BEACH 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 AVENUEJ ON THE SOUTH- WEST CORNER OF A 7x4,5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CU RB FACE, SET WITH EPOXY. AJJUSTED 1986, ELEVATION= 6.551 & & ffi REV D.L.E. ADDENDA 12/5/97 D.LE. ADDEND~ 12/24/97 D.L.E. 2/11 /9B SY DESCIPTION REVISIONS APP'D CITY OF NEWPORT BEACH THIS PLAN IS SIGNtD BY THE CITY OF NEWPORT B£ACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON- S/8L£ FOR 1)£SIGN ASSUMPTIONS AND ACCURACY. APPROVED 0, 2/1/~8 SU ER DATE c-------_-----------------I SCALE: J",30' HOAG HOSPITAL SUPPORT SERVICES BUILDING COMPOSITE UTILITY PLAN CITY OF NEWPORT BEACH D-5235-.5 PUBLIC WORKS DEPARTMENT SHEET 2 OF 7 ... 1· J : m : µ O O O 0 30'SD SL.OH UP a,q □ □ -~· ~ 13 t' BLDG DRAIN INV=8.00 □□□OQQD□□□ □□□□qqpoooo □□DDQP.□D□OO DODOQQD□DOD □ □ 0 t;: ::I ; 0 _J w w / 12'S-' SMH ='=!=".'.:'.73;;.o.;sn~1===.:_~=.:_~= :.._-====r=-:" -~~=-:='.:~!_:='.:~'=f:~::":~~::=:~~='t========="-"="-"=r:--=~===--=~===-=-=4='-= -=="'-=---== _=:':=--.::':::b="""'~ (f) ---------- -[ TRAFF PB 0 -+------l---------1-- TRAFF PB ~ 0 -----------=-=-=---=-- -=-----= =----=--=-=--=-- -~ ----= =--'T-=-=---=-----= - 1-:::r:: (!) a::: 85 a. a. E :::::,~~ W DOD w (/) □□ C 0 □□ □□ DD □ etb DD DO □□ OD DD OD OD □□ DD D,D D'□ DD OD DD E w.J w'EST ---::::- --..c;:: :::--.. --..c;:: :::--.. --..c;:: ~ --..c;:: ---::::- - I I I I I I I I I __.1.--- ...\------,-------r _I.----\ \ \ GAS N 9'35'46' E---.. 1 I vtl'li <E> 36' RCP-"I I! 1rn SD STA. 5+61.85 EC r'-' l--1>-lJ~Ol,,.;:N 'loE,'l,XloliST.-:, 'i3~6,,-,R.:!Ci'i;'P'-m @--l I I --------71,; --_ --- - - - - - - - - - - --ID'S---1-1 3'GAS-- - - - - ------12'1,' --- --- -CD - LL.I z I I ::J I I I I I I I I I I I I I d' BLDG 13 -~. DRAIN INV=7.40 t \ I I \ I I __..t ~,-,~, I -,; I 1/ :---◄1 - -- '-' ,,. ,.., , .... I ,,f ,_ .,, ~ / I ~ t:; = == / ------30'SD= ARKER ST LT ' / PB / ' 2 3 COAST Ir-: ,._,,~~G U~t. __ -::::---::::... --__. .--- <t-1" --------- ~---==---==--==--------------'2.IJ/'S.'D _. _.------_.- .--GAS- -NOTE,-----r CONTRACTOR TO POTHOLE EXISTING t'S TO CONFIRM TOP Of PIPE El.£V, PRIOR TO 36" RCP INSTALIATION. SD STA. 4+60.00 {8.5' RI) 9 21 ST STA. 15+08.41 { INLET RAFF B 4 BREAK INTO EXISTING CATCH EIASIN PROTECTING EX. REBARS DURING PENETRATION. BEND EX. REBARS INTO COLI.AR PER MODIFIED CITY Of NEWPORT BEACH STD-312-L CASE 1 0.. u "' • "' s TI 11 11 J,L. S.D, STA. 3+13.82 4. JUNCTION SIRUcnJRE 12.02' 2 N34'38'15"W ------------- Cl) co 1/ 00 co -----12'',1------~ E E E E E SD TA. 4+5L50 P.L 7 ST STA, 15+16,91 S STA, 3+38.0 ll 7' INLE S STA. 16+29, 7 ~ SDST ~ 3+36,3 (24~ LT J ST ST 16+3L42 END 18 RCP = • \ \ \ '-" ~ " ffi t' BLDG N 13 I =8.40 = TRAFF PB 6 -- ~ I - ~I ~Hz . ST LT PB , / 7 ® / "' HIGHw' AY --; I I I I I \ SD STA. EC ---,_i---J--_ -_-36'SD_=--=---_-_-_ ---------------\ :::r:: 3t=~-=-~~t----c-~r-tt_t-_~::=-----_:t_-_-_-E-:_~t-:_-:_t-=--=--=-~t~c~A::.L_T~R~A-N~s~;~"'~~~~=i:::::::i~~=-=--E-=--=-:~-=--G_-A_S-=MiAjf-K~E~R~~~~~1-~E:__=-=-=-~l:_--::~-_-_-f-1 _--~:~-=E=~~tttt :~t!f-i -~==-=--_ t+ -_ -~==-=--_"'f~--=---~--~=--1--=-----/-.:......_, ,,,--,,,,--:::·-~--~-~-:___-_----~-- 3 --/'-1__~~~:r -----J•GAS-----E If BLDG DRAIN INV .. 7.70 ffi SEE L2.01 FOR II.EA EX. 1 t' RCP SfAI. OPENING 19 2000 p.s.i. CONCREIE AND FORM TO PROVIDE SMOOTH INSIDE SURFACE 22 c:OAST / ' ST LT PB _G~ E -- ST LT PB 24 25 26 27 HIGHWAY TRAFFIC / , CONTROL PED EDISON VAULT ' ' ' ' \ SCALE: 1• =20' I I I I I I PROPOSED RETAINING MONUMENT WAil. P£R LANDSCAPE PLANS \/EST CIIAST H\IY, ST, STA. 2+66 SD STA. 1+00,00 HANlnE ND, 4 PER A= 4S' A = 90' I 5 B= 36' (914,41111) B, = lB' (457,2m> C= 6,SO' Q,98M) C, = 4,00' Q.22H) D, = 36' (914,4ava) R, = 1.38 CD D, = 48' (1.22M> S, = L06 R= Ll9 S= L03 I I CONSTRUCTION NOTES: (STORM DRAIN)* &G) &0 (}) ffi© ® ® CONSTRUCT 36" RCP (1750-D) TYPE 5 CEMENT CONSTRUCT 16" RCP (2000-D) TYPE 5 CEMENT (PRIVATE) CONSTRUCT COMMERCIAL DRIVEWAY APPROACH TYPE II, PER THE CITY OF NEWPORT BEACH STD-161-L (MODIFIED PER ARCHITECTS PLANS) CONSTRUCT 8' PVC AND J' PVC, SDR 35 DRAIN LINE AND CONNECT TO EXISTING STORM DRAIN CONSTRUCT MANHOLE NO. 4 PER CITY OF NEWPORT BEACH SID-308-L. CONSTRUCT JUNCTION STRUCTURE NO. 1 PER Cm' OF NEWPORT BEACH STD-310-L. (J) CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD-311-L. ® ® ® (jJ) @ @ CONSTRUCT LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STD-304-L. PROTECT EXISTING CURB AND GUTTER CONSTRUCT CURB INLET TYPE OL PER CITY OF NEWPORT BEACH STD-306-L. CONSTRUCT CONCRETE ENCASEMENT PER CITY OF NEWPORT BEACH CONSTRUCT CONCRffi COLLAR PER CITY OF NEWPORT BEACH STD-313-L. CONSTRUCT CONNECTION ASSEMBLY, CASE 2, PER CITY OF NEWPORT BEACH STD-312-L. ANGLE=70' WITH 3 FT. LONG STUB, PLUGGED, SDR 35 CONSTRUCT 8' PVC INTO INLET. CONSTRUCT 3• AC / HJ" AB OR AS DIRECTED BY SOIL ENGINEER AND CITY STD -105-L-A. CONSTRUCT 6' TYPE A CURB AND GUTTER PER Cm' OF NEWPORT BEACH STD-182-L. TO MATCH EXISTING. CONSTRUCT CONCRETE SIDEWALK PER CITY OF NEWPORT BEACH STD-180-L. CONSTRUCT ACCESS RAMP PER CITY OF NEWPORT BEACH STD-181-L-A&B REMOVE EXISTING UTILITY OR IMPROVEMENT. INSTALL TEMPORARY ff' A.G. CURB AND GUTTER CONSTRUCT NEW Hi R.C.P. OUTLET AND CONNECTION (2000-D) REMOVE EXISTING JUNCTION STRUCTURE. PROTECT EXISTING PIPES. REMOVE Jff' RCP INTO JUNCTION STRUCTURE. SEAL OPENING WITH 2000 p.s.i. CONCRETE. (3} SAWCUT ANO REMOVE EXISTING CURB AND GUTTER. ® @ @ @ @ SAWCUT AND REMOVE EXISTING AC PAVEMENT. SAWCUT AND REMOVE EXISTING SIDEWALK. PROTECT EXISTING UTILITY. CONSTRUCT PIPE INLET, TYPE GCP PER CALTRANS STD. D75. ABANDON AND BACKFILL WITH 1 SACK SAND-CEMENT SLURRY, PLUG BOTH ENDS WITH 2000 p.s.i. CONCRETE @) CONSTRUCT 3ff' THICK 1 SACK SAND-CEMENT SLURRY CUTOFF WALL BOTTOM OF TRENCH TO TOP OF TRENCH. * *** NOTE: ALL CEMENT TO BE TYPE 5 NOTE: TRENCHES TO BE PATCHED PER CONSTRUCTION NOTE 15 IMMEDIATELY ArTER BACKrlLL COMPLETION. AFTER BUILDING IS COMPLETED, TOTAL STREET FROM CURB TO CURB OVER LENGTH OF SYSTEM FEED TRENCH TO BE COLD MILLED I 1/2' AND CAPPED WITH 1 1/2" A.C. AS DIRECTED BY THE SOILS ENGINEER WITH ALTERNATE BID FOR 1 1/2" RUBBERIZED A.C. (ARHM). SEE LAW/CRANDALL SPECIFICATION. CURVE DATA ( ) L:, R L T A 81 '04'19' 22.50' 31.84' 19.24' B 36·04'19' 45,00' 28,33' 14.65' C 91'08'45' 45.00' 71.59' 45,91' D 89'16'39' 45.00' 70,12' 44.44' OWNERSHIP OF PIPELINES: 12" WATER, If WATER AND 4-6" LATERALS WITH FIRE HYDRANTS ARE PUBLIC, CllY Of NEWPORT BEACH / " ~1A# o. I 9 ""' CONc. ~~~.::::::::::::::::::::::::::::::::::~:::::::::::::::::::::~~ CO//c_ __ _ . 6/30 /01 -'ivit8 ~ r Ck1'i\<:, SCALE: 1" =20' R TO DETERMINE EXIS'IING NE DEPTH AND LOCATION EXCAVATION, - -_::;:::-,""""-':= -= ~S!_. ------------ THIS PLAN ACCURATE FOR DRAINAGE ONLY SEE SHEET (2.02 FOR PROFILES 1 DRAIN CONNECTION iF'Il'~illl'~ ~y BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY ffi ADDENDA 12/24/97 CITY OF NEWPORT BEACH HOAG HOSPITAL SUPPORT SERVICES BUILDING STORM DRAIN IMPROVEMENTS PLAN VIEW {PRIVATE) m:i'!'tGRWIE !EillITW© 2076 S. CRAND AVE."' SANTA ANA CA 92705 PH: 714-957-8144 FAX:714-957-8499 FILE,\NADEL '..SHTC2.0I.DWG DATE: 2/11/98 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 CURB FACE. SET WITH EPOXY. ADJUSTED 1986, ELEVATION"' 6.551 D.L.E. 2/11/9B REV BY OESCIP110N APP'D REVISIONS THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND AOIIERENCE TO CITY STANOAROS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON- SIBLE FOR OES/GN ASSUMPTIONS ANO ACClfllACY. APPROVED CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5235-S SHEET 3 OF 7 :r: Q J ... 1---1----1------1-+-+-+--+-+-+--+-+-+-+-+---+-t----t---+-+-+-+----t-~ I I I ""' r~•11•-•1 111 i,, .. .... ~ t • - :; CD CD : N r., II f------+-+-+--+-+-1 i • HAG -· -- I ,__ ~EEDl=k-+-+l1~>'~3·.!h-1 -1--1,,.-+-+--+'-~-l-l--l--+--+r-------l,._~l'-k-l--+-+++-+-+--+--l-l-t-+-+-+++-+-+--+--l------il--t-t-+-++---t--+-+--+--+------ii-t-H I') I'\ NI .... r\C' \ \ 1---+--+---+---+--+---+--+--l-f--t--+---t------r-- - I· I , I I --,---,-_,_ ,_,. -~ -~,o ~ " ;,. 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'fl!:ll I UIE I . ·:lt 18' R / 8.1 I / - -•' EX m• R.c P. 1 isij: OJ 10• 85 .f 31 ~ R C.P. 17 ,-0 :::J N A B\ PR IPQ<trn 'll , " PROAL£ SCALE: t- HORIZ.: 1 "=20' VERT.: 1"=4' ,.. 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"' " \,I )1 u 1 µ-50 n E: I ,11::: ID' C'I ..... n1 ,h..l \n ru, ,.. 1r 'T 1-z )7 lJ\IJ . + ,, -·--., • • T""' •• -' -' I i- I I I I I 11 11 . : II: II !&"Ra>([) I 11 ~I I I LINE T - I II;,; II l8"RCP EX. CURB FACE-~ 1 s'(2.44rnl II II ~rol'==DPIPE .--------,, i 11 I I -0.o.l l£l , / , ~!_EXIST,_ c, 11 / -~'SI" ,/ _,/. \1 36" I • ( ) .. ,,,.,... .,. R~ 11 " 1-U<\•J -~, .• \ ~J.5 1.07m -•,•• I o.42' ~ • .. • . :::~:::;-~ =(l) : (128m:) ~=t~~"-~'11,;;I_ '/ I\ ,,-' ~ ~,f;f.': 38" RCP(N) , '-' ~ H==-====r= =:::l! > ?7~ \ '~ -~-------=~_L ' I~ r~/' '\'\;:;; \ ',, • fT I ......-E 1---:i's• ~-'_/'<' ' , ------·• B£V"Rr i,....,-r1,.i.1E~ ~, 3, l'o 6lf ;qt5--Pf[---~· -------· l.58(E) tfl 1 :1 ! ~ ,_ -,f--~ . I'~-¼'?~ .. i :~-~·-m. 005· --~ -RETMINC X ~ I~ ~ 1 / ~ r/,,,~'::J'., '~ 1-,z / //1/ 4.00 INV ANJ UONI.IMOO "' y , 1 (914mm) V /,( / WAil PER SEPAR/o.lE Pl.AN ~ I~ -.-~ c.i ~ E (E) 12" (J.66m) WALK ElGST. a.c. I L--I/ ~ I [<(~J';, .... El£V "S" -;, 1:1 Pill STA. <II .., HCP I 0.42' 1,' ~ -0.08 • -ro't l.o.l -.,.-EDCiE IE \ 81+90,91 Eal _ , (128mm J //'. ... I ./ BICE 11W. (E) i:iB.J8i1ro~1-tt==-=-=c=.==-=.,=-~~~~~'/J~~r11~-=~,r-··11S~~~-.L...--,,",-L---=.:=-=;"~-------~\ - I " --- REIIO't£1NlERfERING / / NFr.w HCP (E) ------------PIIR11CNS IIF ElllSlllG // / "•lB'J1'zg• --._ --._ --._ CAI.TRANS--~' la" AND 48" HCP R-45 00' (13.72m) --._--._ R/W AS REQIIRED -• , ( --._ --._ I/ l•12.98 J.96m) --._ T•6.5J' (1.99m) --._ 6 NOlE: (000) DIUENSIONS NIE. MElRIC DETAIL MANHOLE NO. 4 SCALE: 1" = 5' CONSTRUCTION NOTES: (STORM DRAIN) * &CD &@ @ (J) ® @ @ ·***&@ CONSTRUCT 3ff' RCP (1750-D) 1YPE 5 CEMENT CONSTRUCT 18" RCP (2000-D) 1YPE 5 CEMENT (PRIVATE) CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CITY OF NEWPORT BEACH SID-310-L. CONSTRUCT JUNCTION STRUCTURE NO. 2 PER CITY OF NEWPORT BEACH STD-311-L. PROTECT EXISTING CURB AND GUfilR CONSTRUCT CONCRETE ENCASEMENT PER CITY OF NEWPORT BEACH CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STD-313-L. CONSTRUCT 3" AC / 1 O" AB OR AS DIRECTED BY SOIL ENGINEER AND CITY STD-105-L·A. ~~rd! ~ @ SAWCUT AND REMOVE EXISTING AC PAVEMENT. @ PROTECT EXISTING UTILllY. @ @ CONSTRUCT PIPE INLET, TYPE GCP PER CALTRANS STD. D75. ABANDON AND BACKFILL WITH 1 SACK SAND-CEMENT SLURRY, PLUG BOTH ENDS WITH 2000 p.s.i. CONCRETE @ CONSTRUCT 36" THICK 1 SACK SAND-CEMENT SLURRY CUTOFF WALL BOTTOM OF TRENCH TO TOP OF TRENCH. NOTE: ALL CEMENT TO BE TYPE 5 NOTE: TRENCHES TO BE PATCHED PER CONSTRUCTION NOTE 15 IMMEDIATELY AFTER BACKFILL COMPLETION. AFTER BUILDING IS COMPLETED TOTAL STREET FROM CURB TO CURB OVER LENGTH OF SYSTEM FEED TRENCH TO BE COLD MILLED I 1/2" AND CAPPED WITH I 1/2" A.C. AS DIRECTED BY THE SOIL ENGINEER WITH ALTERNATE BID FOR I 1/2" RUBBERIZED A.C. (ARHM). SEE LAW/CRANDALL SPECIFICATIONS. BENCH MARK: OWNERSHIP OF PIPELINES: 1 'l' WATER, ff WATER AND 4-6" IAlERAI.S WITH FIRE HYDRANTS ARE PUBLIC, CRY OF NE.WPORI' BEACH ~~ IENIGil~~lltmNJG ~ ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF, 8.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER D.L.E. D.L.E. ADDENDA 12/24/97 2/11/98 2076 S. GRAND AVE.,, SANTA ANA CA E12705 PH: 714--957-8144 F!X:'714-957-8499 FILE,\NADEL \SHTC4.0I.DWG REV BY NANHQL£ No, + YAWES A = 45' (36"RCP) 90" (18"RCP) B = 18" AND 36" C • 6.50' (1.98m) C1 = 4.00' (1.22m) D1 = 36" Dz = 48" E = 8.16' (2.49m) L = 9.00' (2. 74m) M = 3.83' (1.17m) RIM = 8.70 ~I ii: 0 (!) <C 0 ::c "-\~\i Ill_-" / EXIST. 18" HCP ro BE t.rt_ \\_\ ,, // -V IJI.INllONED (sEE PUN) ~ ""\ \ \ ' \ / \' \ \\ I I I\\ \\ li1/ ==·ANII I I \\ \\ SEDIM.K -~ ~ \ \ \ \ ~ ~ ' ' \ \ ,, "'11 I I ,, ' ,, , iC:>J-"7"1 , S'\ '1) I I \\ \\ PROAL£ SCALE: HORIZ.: 1 "=20' VERT.: 1 "=4' I :®\9 \\ ti' I \\ 11 \\ I 1 \. J ~ _ EJ,---, __ _,ST""-"'ST""A.'-'1:.:5+.::02.=81::.......::8<:R=- I I r?° r \ \\ ':,E,J" -, ~ I i : 1'. \\_ I I >2 " I •" -=-~, ' I I \~ 1#, ' : ,: II LINE "I)" fi\--.-1 SO STA. G+l2.02 \.!.Ii--, , 1 -~~ 10~,---+-~,~1-t---~-==~=~ I I -"' tJ{ / ' ' ' -t INl£f 1 (1) i?XA }~\~ ,e; _SD_st~A.~4+511~.00->--~---+-bCS, 11 I ElGST, 18" HCP I I Z. i 1 jJI I I ~7---PROJECT ENI IE · ' " "I,,('~ I I I I DESCIPTIDN I : : 1 : _:,, , ~ I 11 I I~, ' l' I'-SD STA. 4+80,00 (8.5' RT.) ,::SO:-cST=A.,;;-.;,,4+51;.;.,;.;:.50",-'P.;:;J._+--1....,...1--....... I : : ~-' ; }/ I I I I I I I I " ST STA. IS+OB.41 ID1ElUIE lll£T '9 X21l ST STA. 15+18.91 ~ 'i-., 1 : , • [) I 11 11 I BR£AK INTI) ElGSlllQ CATCH 11ASt1 l'R01EC11NQ EX. REBNIS I r,-;....,_ /. I '> I 11 I I OURIIG PEN£1RADON. BEND EX. REl!AR MO CC1UR P£R u, I 11 -( : :~c. ~ 11 I I IIOlllf1ED aTY IE NEWP<lRT IIEAIJI SID-312-1. CASE 1 .csoc....c..cs,:c..c"-..c++""so"".oo=--+----'--+-' " '-" I I I 1 1 I 1 ' _co I I I r I I APP'D I I ~ 1 2' I l ,,5"EX. WALK 8' I I [GUT.11•,j II , 1 8' 1 2' I I j I I 11 I.!,~ J) ~ ~ I I , LE, DETAIL LINE 'D' SCALE: 1" ~ 5' THIS PLAN ACCURATE FOR DRAINAGE ONLY SEE SHEET (2.01 FOR PLAN VIEW CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON- SIBLE FOR DESIGN ASSI.IMPTIONS AND ACCURACY. /'/ /£/ APPROVED c ./ .r • ~//.f'. .u, 1r SUBDIVISl(5N ~GIN ER OATE I , HOAG HOSPITAL SUPPORT SERVICES BUILDING STORM DRAIN PROFILES / DETAILS (PRIVATE) CITY OF NEWPORT BEACH D-5 2 3 5 -5 DATE; 2/11/98 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 EPOXY. 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"l-5!~P-¾---1---+--l---ll-+-+-+-+++--+-+--+-----l-1-t-t-+-+~··1105 !tl 1;; • ~ 'JI,.,. 04-1 +--1<~1i'~ -· .... ' -· ~ l-+--+--+-+--+--f-1--+-=~ f--is -11 1 \ , 1 ... 'J1!µi~s:!·++-+-+-t::_liJi.--+-+-+-t-l-f--l-+-+-+++-+-+-+-l-lf-t--t-1-~~ii~&1~1iilt;=;+-+--ffl : ~+li~~-1---1---1---1-1-l-+-+-+-++-+--+--+--+---1-1-+-+-++++m~tt--t--1-1-t-t-+-tt,,· ~ " /i "' !t--+--1-...L....1.......J.........1.......1.---1c-1 l---l---l---l-++-+--+----+----+-l-+-+-+-+++-+--+--+---1-t-t-+-+-+---t--t-----t-t-----t------iHtrlr. , : c:i ~~ -,. iii :S:-+--+--+-+--+--!-1-+-.;.,"i, PROFILE SCALE: _ W--l-----1---l-----l---+-l--l---l---+-l-----+----+----+--ll--l-l-1-+-+-+-+--+-+-++++---t-++--+--+---+----t-i:~ o. -u oJ. HO RIZ.: 1 "= 2 0' ' • l U l L l 4 VERT.: 1"=4'· CONSTRUCTION NOTES: (SYSTEM FEED)* PROTECT EXISTING CURB AND GUTTER CONSTRUCT 3• AC / 10" AB OR AS DIRECTED BY SOIL ENGINEER AND CITY STD-105-L-A.*** SAWCUT AND REMOVE EXISTING AC PAVEMENT. EXISTING CHILD CARE CENTER I I I .......==============================u--i I CONSTRUCT 3"AC/1 O"AB OR AS DIRECTED BY SOILS ENGINEER INSTALL 6'x 1 O' MANHOLE PER ELECTRICAL DRAWINGS INSTALL 2-16" 0.0. CHILLED WATER LINES. ALSO, INSTALL COMMUNICATION/POWER DUCTS PER ELECTRIC DRAWING AND SPECIFICATIONS; SEE MECHANICAL DRAw\NG/SPECIFICATIONS. INSTALL 4'x4' MANHOLE PER ELECTRICAL DRAWINGS. SAWCUT AND REMOVE EXISTING PAVEMENT. INSTALL GATE VALVE (SIZE PER PLAN). INSTALL BLOW OFF ASSEMBLY PER Cl1Y OF NEWPORT BEACH DRAWING STD-525-L. 'soi ,.., ,.., CAlfflON @:@® Lt CHILD CARE Lti Lt~ I ~ ,.., 4i ,.. 44 ~ "':! ~ I ~ 1 ~ t25 2 ~ ~ =~..:r::C.™ik«:tt PARKING AREA , J~ J~ , ~ ~ I 25 j ~ ) -!~1 IS INSl'NJ.ED Nill Eldsl!NC 3" GAS IS i ~ ;... LE..',. ;., >-' ,!~ >-,!~ -AIMlONED PRIOR TO E&WAlllN. ~ I !i! \-~ ~ .,... I fP fl/) ,•'!. , ~ i ,l~• 1 m J.. 25 3 REIIO'IE ll'IIERFERIIG PORl10NS or ~ . -~ 1 s !l!!i! ~ // 3//1/1 ~ m ;i 1 , ~NEW FIRE H'tDRNfl' /:,, l!i F;; ii! "' .. .. EXISTING y• GAS AND 1111 GAS EmlNl E1£C. CONDUIT TO BE-, :z: ... I ' i'b, 1::,. 8 . ~ 1 QI// Ii; 1 vi ~ I ,;J SEE SHEEr C4.01 L..!..::.. ~ ,.. i IP.; ,. AIIANDONED AFTER INST.tl!AllON I; ~ !ii; I ii!"' LE..',. 15 I 1/1 t;; --!i! ll! ~ IC 15 I ...._____ -OF NEW CONDUI' AND NEW '!5 0 ~ .. • • -~ @ INSTALL 4'x7' MANHOLE PER ELECTRICAL DRAWINGS J i : ~ I ~ ia lli! -~ ---........ SEIMCE FEED TO ClllJ) CARE I!? !i 0.. I m ~ i,· • /11, i!l= ...... 11 I '::! EX. MH NO. 5 ~. vi !!l:;t :;!~ : ~~ I I t:~ ~:;:: ~-·1 ~ EX. MH NO. 6 ~-11 y . ... ,I! !!!let I EXISTING -, .. , ..... (fl-,::/; !i!;l;. Iii!§ :;,E STSTA.9+69.71 t;; ~ ~1!~ ~~ I fl!i i:;!I: ST.STA.13+03.34 ... i ~!i iilii! I ........ ....... 1 _ 1, 111-~ _ 1 SEWER STA. 1J+4J.55 ~ $ , I~ , II! o -.1. ~ I::,. I /S[W[R STA-•6•76.D0 ;1; P.; 12 I 1 @ @ INSTALL CHILLED WATER LINES (SIZE PER PLAN). SEE MECHANICAL DRAWINGS FOR CONTINUATION. 2' BEHIND SHORING OR CURB INSTALL POWER OR COMMUNICATION DUCTS. SEE ELECTRICAL PLANS FOR SIZE, NUMBER OF CONDUITS AND CONTINUATION. CONSTRUCT REVERSE TIE ANCHOR BLOCK ASSEMBLY WITH 3/ 4" TIE BOLT-STARR SUPPLY CORP. FlG. 7 OR APPROVED EQUAL AND PLUG CONSTRUCT JOINT UTILITY TRENCH LOCAlE PRIOR TO / , r/; • 1//~"' t;; ~ INV. 1()" IN (W)= 4.60 '4 '1. !i~ i "' --Iii G:i __j \ I LE..',. I:--.._ 2~ c.o. SEE il!'i INV. ID" IN (W)• 5.61 -IC I ElC<'MllON //~ r-!l f I INV, 12" OUT (S)=11:5~0' ~ ~ ~ I ; II! ~!Ii! :;!:·.:1;;:/l ~i ~ VJ 1111 GAS SEIMCE TO BE r----.._lit--. a.Ecrml. PlANS ; ::: V°1No~1~1= ;il !111 /\m• "1r• c.-'" \' ,.';l. C(C _a!ili•v 7 :!f_. ~ v ,1 -B LeJ ?~~lie V: ~e. : ! / :!f. / I I \ \ •~~ 1 / 1// :: \ ~ ~ •1 1 , :-_, • \ 1 / , L.J l'l' 1 1 / ::!=o CONSTRUCT 4" PVC SCH 80 GAS EXTRACTION CONNECTION I "-:; 1 \ 1 _ -1 1 , , ' _ . , • /: ~9EC 11 ---(15X25I4JH5" I // ~/ 14.61 FS ""!'!!~'!I-~ j 7r-~-·---=,..........,_1 ·7 '--·-- -'- • ,,,~~, ""' 11 , L ~ I I i;I/ II ,:"' 11 ,r,;L:=:,cc/=J:=:c.2-G"PE-= ,ti;/ ;)-/./ ~9) UL.I' / ~"-@ m©"' ",,, " ,I 11 ,I I 11 ,1 ~ ·1~·"· i:-'._S!~" r .:cw / I :,.,( II/ I uJ /o/-I I ;;;-.,// I~ ~ c-, ,-H ' U(/) / I r:: I/ I iv :h /.,;,? I I ' ~r I 'n "' I Ln 13.5' '\. '7 ,J:>s .ii::x "> • \.!) I I "---/2 . 1 1!;;c / 1 f II I\ 1l: :~ ,,,;'(. I : / 1:: 1 1,fl' 7 -+ ..!..1•G .-n 1, ~ • "LNav SEWER IAlERAL \;I\? :~ I I ' '" I I 'l '/,.,,9 / I f/ I .!J f',_ COMMUNICATION lloNDUTTS AND l'1 PER .... _ .. B I LEXISIIIG E1£C. ' ' f',_ I I -:::;;it~~;;;;;;~ I ,;, I,"' ;;:, {/) I I i' I -I I I'\ ~ lE.EPHONE, 11,\TA ~CURllY PI.UIIIIIG PINI CONDUJr TO BE ·~· SEia IATEI IL 1 I / 1 1 '" :1 .,q.,/, i fu , o /1 II. 1 =~ ~-1 '\ i"--._ ~ea~o CURB (SEE :iHT. C3.02) ASANDONED BB .8~Pli I 1 1 , 1 11 '1f !'l 1/ ~ ,, 11 1 , -j·E-fJlb.11_::,,,_c;~~~~--t-t----+----+--~--::±--==:~=-=±:==-::::+-+-----la0g0J-__ ,~ 1 / J I ) I : : 1r, / / ~ I I , ' l I ~ J L J . !: " "'--~~WATER & ,,....,.=.,NEW COMJUIIS:~•~~POW~IER~ I z 9J· / / I I II / / / d : ¼'® 11 I I' SEE sim'"1..01 ,50 25115,AND Fl.ARE. SEE -PlANS 88 ·,1 ..... / I I I I II // I w / ::t:: I =-B - . . 3' MINIMIM Ill CUIB DO /.7-......._ / / 01 / :I /;/ / I'~ 1 II ,ffi@r D II \._NE.W4" REDUCED ~RE /:,, -• -. ·..,. DD _v ',, I ,\; /;/ VENT / : :: -NEW1lo\S MEIER 1 ~. SEE i'iJrR~L..!..::.. , NOTE: F ERMIT RE QUIRED FROM BUil UIN\:i ~p W A ..... ..... ---~\{ I 9 +Zl, 68 ,-~ '1 l BY so. OOFORN~ GAS(~. 5 fi1tAtJ: f ~!1E0: i~f cii1~ r:JJfFo~ ~-7$-1 -~1 ~ I I I 1' \' ~ / ,:, -~ t\ I ~ m n -• . • . ---. . . • . • - . • -• • -• -• --• ~Fi!Ei"1""$_J1 ,_,e I 12'\,' ' \ ' \ ' \ ' I ' ' . \ SCALE: 1"=20' ------+r.JL.:c~c ,' -1 C I g~ I ~--,1/ ,, uJ ~I \I --,,, 7 I nn I / ! : m : r--~3 ~;~-=--=-=~:91~~t~=-===-·\.~~d\- 0-lµ~~R;t~~J·i-J D .,:;, BB I . '""""'1!; PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ~~tl ._.!., 2 3 .5 4 5 6 7 8 iii: L4 -!_() 11 12 I ~~~?Fl.;1AN V (~ #6 ~~ -~-* NOTE: ALL CEMENT TO BE 1YPE 5 COUJIIN UNE (IYPICAL) • o ~ ~ o 559 "" ~ 1. THE EXISTENCE ANO LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN SEARCH OF AVAILABLE RECORDS AND TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND/OR ANY OTHER LINES OR S1RUCTURES NOT SHOWN ON PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. Cl CONS'TRUICTION--.--,. 7+63.68 a. HCW: DRNE = 74+44.00 a. El ~ !Mr. WEST COAST HIGHWAY ,,.. ~ 2 • /(d'" ?8 "" ffi *** NOTE: TRENCHES TO BE PATCHED PER CONSTRUCTION NOTE 15 IMMEDIATELY AFTER BACKFILL NOTE: •~ EXP. 6/30/01 * COMPLITION, AFTER BUILDING IS COMPLETED TOTAL STREET FROM CURB TO CURB OVER STUB ALL CONDUITS, SEWER, CHILLED WATER PER THIS PLAN TO BACK OF CURB OR 2' ~ (' JVi\, <:i~~ LENGTH OF SYSTEM FEED TRENCH TO BE COLD MILLED 1 1/2" AND CAPPED WITH 1 1/2" INSIDE SHORING. EXTENSION TO BUILDING SHOWN FOR ORIENTATION ONLY. SEE RESPECTIVE -1.l',f \\~" A.C. AS DIRECTED BY THE SOILS ENGINEER WITH ALTERNATE BID FOR 1 1/2" RUBBERIZED ELECTRICAL, MECHANICAL, PLUMBING PLAN FOR EXTENSION BEYOND BACK OF CURB. OF Ci>.\;\~ A.G. (ARHM). SEE LAW/CRANDALL SPECIFICATIONS. SEE SHEET NO. C4.01 FOR SEWER/WATER SERVICES. - 2. CONTRACTOR SHALL REFER TO APPROPRIATE CONSTRUCTION PLAN FOR INSTALLATION, MODIFICATIONS OR REMOVAL OF OTHER UTILITIES AND IMPROVEMENTS RELATED TO THIS PROJECT. --~--'---------------------NOTE: THIS SHEET FOR INFORMATION ONLY 3, CONTRACTOR SHALL CONFIRM LOCATIONS OF UTILITIES NOTED TO BE CONSTRUCTED PER SEPARATE PLANS PRIOR TO BEGINNING ANY CONSTRUCTION OR EXCAVATIONS FOR THIS PROJECT. 4. STATIONING FOR SYSTEM FEED PER THIS CONTRACT IS BASED ON CL STATIONING ALONG HOAG DRIVE FROM STA. 10+45.49 TO STA. 16+36.17. OWNEHSHIP OF PIPELINES: 12" WATI:R, If WA1!R AND 4--6" IAlEIW.S WITH FlRE HYttRANTS ARE PUBLIC, CrTY OF NEWPORT BEACH IEN@llNm:IE!EllN<G 2076 S. GRAND AVE.fl' SANTA ANA CA 92705 PH: 714-967-614-4-FAX:71+-957-8499 FILE,\NADEL \SHTC3.0I.DWG DATE: 2/11/98 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 7.x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CURB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATION= 6.551 D.LE. D.L.E. REV BY ADDENDA 12/24/97 2/11/98 DESCIPTION APP'D REVISIONS ""\,,i.lTY OF NEWPORT BEAC~ HOAG HOSPITAL Tl/JS~ SIGNED BY THE CITY OF NEWPO 'EACH SUPPORT SERVICES BUILDING FOR CONCE. • '~ ADHERENCE TO CITY VAROS AND REOU/REME NL y TIIE CIT NOT RESPON-SYSTEM FEED S/8LE FOR DESIGN A TION. ACCURACY. APPROVED~/'c;;;;;;;=c---= ............... ~~---;;-.;:;c-suso1v1s10N ENGINEER ~ a· ....... oveo I ........ UTILITIES ENGINEER DATE ........._ (WESTERLY PORTION) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5235·5 SHEET 5 OF 7 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONSTRUCl"ION NOTES: (SYSTEM FEED) * 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN SEARCH OF AVAILABLE RECORDS AND TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND/OR ANY OTHER LINES OR STRUCTURES NOT SHOWN ON PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. CONSTRUCT j AC / 10" AB OR AS DIRECTED BY SOIL ENGINEER AND CITY STD-I05-L-A. SAWCUT AND REMOVE EXISTING AC PAVEMENT. CONSTRUCT 3"AC/10"AB OR AS DIRECTED BY SOILS ENGINEER INSTALL 6'x1 O' MANHOLE PER ELECTRICAL DRAWINGS *** 2. CONTRACTOR SHALL REFER TO APPROPRIATE CONSTRUCTION PLAN FOR INSTALLATION, MODIFICATIONS OR REMOVAL OF OTHER UTILITIES AND IMPROVEMENTS RELATED TO THIS PROJECT. INSTALL 2-16" O.D. CHILLED WATER LINES. ALSO, INSTALL COMMUNICATION/POWER DUCTS PER ELECTRIC DRAWING AND SPECIFICATIONS; SEE MECHANICAL DRAw1NG/SPECIFICATIONS. 3. CONTRACTOR SHALL CONFIRM LOCATIONS OF UTILITIES NOTED TO BE CONSTRUCTED PER SEPARATE PLANS PRIOR TO BEGINNING ANY CONSTRUCTION OR EXCAVATIONS FOR THIS PROJECT. 4. STATIONING FOR SYSTEM FEED PER THIS CONTRACT IS BASED ON CL STATIONING ALONG HOAG DRIVE FROM STA. 10+45.49 TO STA. 16+36.17. NOTE: ALL CEMENT TO BE TYPE 5 NOTE: TRENCHES TO BE PATCHED PER CONSTRUCTION NOTE 15 IMMEDIATELY AFTER BACKFILL COMPLETION. AITTR BUILDING IS COMPLETED TOTAL STREET FROM CURB TO CURB OVER LENGTH OF SYSTEM FEED TRENCH TO BE COLD MILLED 1 1/2" AND CAPPED WrTH 1 1/t' A.C. AS DIRECTED BY THE SOILS ENGINEER WITH ALTERNATE BID FOR 1 1/t' RUBBERIZED A.C. (ARHM). SEE LAW/CRANDALL SPECIFICATIONS. EXISTING 5' \/ALI< N'LY 2' 2' ~' -L----1'-' 1\ EXISTING Ill' SD / 1 PROTECT IN PLACE JOINT TRENCH NE\/ 3' GAS I - NE\/ ELECTRIC 16' B' I 13'-6' CLEAR I=' 32' B' B'-10' 2'-6' 2'-9' 2-16' OD C\I // SYSTEM FEED NE\/ 36' RCP 10' 3'-7' ·1 . EXISTING 3' GAS m BE REMOVED EXISTING 12' \/ATER 16' 16' Ill @ INSTALL 4'x4' MANHOLE PER ELECTRICAL DRAWINGS. @ @ @ SAWCUT AND REMOVE EXISTING PAVEMENT. INSTALL GATE VALVE: (SIZE PER PLAN). INSTALL BLOW OFF ASSEMBLY PER CITY OF NEWPORT BEACH DRAWING STD-525-L. @ INSTALL 4'x7' MANHOLE PER ELECTRICAL DRAWINGS @ INSTALL CHILLED WI\TER LINES (SIZE PER PLAN). SEE MECHANICAL DRAWINGS FOR COfrTINUATION. 2' BEHIND SHORING OR CURB @ INSTALL POWER OR COMMUNICATION DUCTS. SEE ELECTRICAL PLANS FOR SIZE, NUMBER OF CONDUITS AND CONTINUATION. @ CONSTRUCT REVERSE TIE ANCHOR BLOCK ASSEMBLY WITH 3/'t' TIE BOLT-STARR SUPPLY CORP. FIG. 7 OR APPROVED EQUAL AND M.J. PLUG (gl CONSTRUCT JOINT UTILITY TRENCH 6' 2' I II • I - n EXISTit«; rue\, TO BE ABANDONED SOLDIER PILES\ ANCHOR PILES SECTION ALONG PARKING STRUCTURE SECTION 'A-A' EXISTING 5' VALK NE\/ N'LY 11' CLEAR 3' 2' 3'GAS ~ JOINT TRENCH~ b _ ~L-';'P;O NE\/ ELECTRIC I 16' CJ SCALE: 1 °=5' 32' 5' B'-10' 2'-9' ►1 3'-7' ~----;0\0---0000 ggg 00 ' ~ ... ,;.__.,._ J;)Q_ 2-16' OD C\/ // SYSTEM fEED EXIST!Mj 10' SE\IER EXISTING 3' GAS TD BE REMOVED NEV 16' 16' 11 ANCHOR PILES SECTION ALONG SUPPORT SERVICES SECTION '8-8' SEE SHEET ND. 5 FDR LOCATION SCALE: 1'=5' 4' 2' I • S'LY II SOLDIER PILES\, i:~STING ELEC, S TD E:E ABANDONED I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I OWNERSHIP OF PIPELINES: 12" WATER, 6" WATER AND 4-6" LAlERALS Willi FIRE HYDRANTS ARE PUBLIC, C11Y OF NEWPORT BE'ACH ii! t--t---t----j----f----t---t---t------t------t-----f-t--t---t--------100' v.c. re .. , .... ,. .... .. '"' 7 ~· ~-i------- -1--i..-P.--r f"\ ·----____ ... - - . I '+ @Ir IE!\!(!; IlNIE IEmlli':!<G; 2076 S, GRAND AVE.,, SANTA ANA. CA 92'!05 PH: 714-957-8144 FAX:714-957-8499 FILE,\NADEL \SHTC3.02.DWG DATE: 2/11/98 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 CU RB FACE. SET WITH EPOXY. ADJUSTED 1986, ELEVATIONc 6.551 - . I .J l / t cs -· ' ' . -- PROFILE SCALE: HORIZ.: 1 "=20' VERT.: 1 "=4' \ . ' ' . ' . . . ' '\ r--.,..__, \ I ~, SCALE: 1"=20' ffi D.LE. ADDENDA 12/24/97 -,.;.iTY OF NEWPORT BEACY HOAG HOSPITAL ffi D.L.E. 2/11/98 ;1J ~:6:;~t,k/}:,5,/'~{ i:,.:EWPO ARofACH SUPPORT SERVICES BUILDING REV BY DESCIPllON APP'D REVISIONS ANO REOUIREME, 1 Y. TH£ CIT NOT RESPON-SYSTEM FEED SIBLE FOR 0£"S/(JN AS TIONS. ACClJRACY. APPROVED~~'::::;:;:c=::--::::"'--='="'°".::----===- suaoivisioN ENGINEER ~ , ~ ••• OVED --;;;;;;,.;,c;c,==----;c;-~..._ ,..--UTILITIES ENGINEER DA TE --. (EASTERLY PORTION) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT D-5235-5 SHEET 6 OF 7 I' ', ----------------------, ' ! 68 ' ______ ,, ,r.---i-:I: -r-0< ,,., __ _ LLJ_--L---l-_j_--l-_J_-----l-ll-l--1--l----l--l----l---l-----1---+---+----ll-1---1-+-+-+---l---+----1---+---+----l-l--+-+-+-+++-+--+---+----l-t-+-+-+-+++-+--+---t----l-t-t-+-+-+++-+--+---t----l-t-t--t-+-+++-+-+--t---t-t-t-t-t---t----t--+-+-+--t1,1t-t-t-111---------@j])-----L__:, -~ ,----' ' ' ~ : ! - -1--.--I-- - - -r--1---t-' t--. I""-r----~ ~ • fij -I I ' --riJ f..J I _. I /2 ~-~ t ' • I ' "11[ ,~ '<· N V . i--,.._ ,-I-. >-+-+-- ' l": ~ I~ ...:, -· .... co ' ~ S!I - 1--+--1--1--..,_ -1 --1--+--11-' -· -r-_.,... -+--r-•-r- 1.~ 1' '/ V . ii [q z ,,-E ISTING FINISH SUI F~ E J 1, ,.., .. v r1n ""' "'"'" I -.... -I-- - -,I--• +----lo--i-- . / = = = = = = = = = = = _ = = = ~ 1 ~~ = =L =\EXISTING CURB & GUTTER ----~---------------------------- .... I"\ -,.. -H @ I-® \~~ISON ELECTRICAL CONDUITS -E-~--__ _E,_E_!t-·· '---E---~ BE ABANDOtED_ ,_ -... ~ CITY OWNED PIPING ' • 1-,L..-(n\J l/n'l\.1,.---\70 PRIVATE PIPING SEE PLUMBING PLAN ~I I I.'.:'.} BELOW GROUND FOR CONTINATION t '---it------~ FITTING .-V< YE -,/ ' 4' •t !,:I- ---"-- __________ Ii, ________ _ PROPOSED SUPPORT SERVICES /.\ BUILDING ~DETAIL "/J..' -"\, ...... 'Z(, NOT TO SCALE / v,:: I ... -If ' \:i. ---~ ~ ---------•PROP. 12"w-.-... -----------• . :: I el 11;: EXISTING CURB & GUTTE7 @:i -------~-----------------~ -ii -------~==::,:. ------------=-::c-::c====------I· ~ PRIVATE PIPING 1--+,..---1--------J-f----+--+-+--+--+--+---+--~ I f-+-+--+---f----11-+-+-+-+-++-+-+--+---f----l-+-+-+-+-+l>lTI ,6',.n OJ.1:!r_!nll,t-HO+-IZO-tilT--IIJe-AIJ-+H-+MNT--+-+--l-t-+-+-+-++-+-+--+-+--l-t-,fr,\--t-+-+++-+-+~--f-:t-t-+-+-+-PH---fi~~~~l-!-+-+-+-++-+-+--+-+--11-!-+--H+--I - ~ • JI -~ I 0\ -Wile., H! -"1: - :;::: :;::: ::;; ;ITY OWNED PIPING -~ '.......j r,,. \.[j) "' 60 ' l-+--1---1--+-+-+-+--+--lt-+--+-+--l-+--+-+-+-+--+--lt-t--+-+--l-+--+-+-+-+--+--ll--t--+-+-+-+--+-+-+-+--+--lf-t _, ----- .. ~ □•I ',n .. 11v "n -·· .. I ER 'I.>. • c " R s~ " """' 1FY ~ v1. ON pi oR To u, 110 • 111?'" . I .. C ,,, ,... ~R SH LL NO FY EN .IN ER OF"IAN DSC EP, INC~ -. . . . -.. . ,. -,,. ., -. ------.. ..-_ . . -VERT: 111 = 41 .. , \. IV 1 \ '" •• , I\, ·~ \ '" • ,. '\ I\, HORIZ: 1"-20' 2-'t METERS IN 2-BROOKS 65 SERIES METER BOXES ®-=r--1---~-73 ..... ,1 ---, 71>---~-@j \ f@·HH+---, BELOW I I GROUND~-----~ FITTING l-"--"--"--"--"--.&.....-.&.....-.l..-.l..-.1..-.1..-.l..-.l..-'--'--...._.__.__.__.__ .................................................................. __.__.__.__._ __ L_,l_,l_,1_,I_J.._J.._J.._J.._J.._J.._J.._J.._J.._L_L_L_l......ll......ll......ll......l---l---l---l---l---l--1--1--1--1--l.--1--1--l.....L....L....l.....1.....1.....I....J.....I....J.....1.....1.....l.....l.....l.....l.....1.....J......J......J......J......J..~::::::...!..,;;;..:::::.., ffi PUll PIPE JOINTS AS REQUIRED STA 10+00:f: TO STA 10+45.5± I 10+53.67,, CL SHORT ---ffi EXISTING CHILD CARE CENTER & 68l66I25l15'15+30.95 N WATER MMN TAP ---&DETAIL "B" SEE PLUMBING PLAN FOR CONTINUATION & 65l25l15~ 9+35.49 N FIRE HYO. TO OBTAIN HORIZONTAL ALIGNMENT PER PLAN ~-------,~15J.25J.60) SERVICE METER BATTERY - - - (2-2" ME.TERS) --- ,-PROPOSED CHILLED WAlER, II .! ~+-°'..,. ~ l __ ~:N~¼~1~~o;E::.;0 ~t~)-~,,--1---·-·---------------~---------~ ~ < !. ; 0 L ,,. j ...J '!;j. 0 :\ / el ...I <i' f en "'=====::::::: + :co SEWER 1 •"JERAL:,, ~,, t!! I ,.. ~ ~ ..... '-" ____.l "' &• INV. = 5.30 , ~T \/ 110· s,~ ______ , -------, = l ~~~ :: 1~ f r, \ fl) 1 ~1rrR / Kt~11:;J f?@ ~ ~~~; ~ :-ff. / :: '-'-,f; -, If _,-~ I ~~---=",=====--=-e\=c\=c==-'1==s'1=a=---=-========;------- 9+35.49 N BEG. CONSf. I I I '" / 1 s"s 1 /. / • 10+45.49 EC' , • '.: • 2 w :: 51 I l/ 1 ~ -L:s.~H-1~ ~J;,-<_.-_:_ 1o"s _ -1~~ ~--_ -~-7 5? _____ .. -~,.. -11 , • : I l15v25"61\ 2 w ~ °? I _a,: w I f \I. ,,. ~ . N I °' I 3 ----\-----L __ -~------------------------10s-----1 -ri=-i-,-;,,- I 1 I , ! ffi (57Y55Y25Y15) 14+78.53 N WATER MAIN TAP 1 • ~ FIRE HYDRANT ASSEMBLY 14+69.81 ~WV J.;, CL INT. I I (;~ ~i.';~ I I 1--' I-'">~ I I I I ----------i----- : : ~ -r_....----.._ I I I I DINT TRENC PER 1 I ~~ EPARATE P NS ( I I -... / 1"-~,}s' /), _<JJ 3 ;,,~• OCJ 1xJ 1' I I ,-:;j~-:± -::-.zz = ::- --...;..;~=:::_~~-~ ....... ~~. _-+--4-:E/G / ;:..,-, / 1 1 ~ ' ·r.1 - I I\ I I 0 V) ~ ' r-"' n I I ' I I __!_ E/G ' ' I I " -·-,--1o"s--l-171' MH NOT TO SCALE /.\ ' 63 25 15 16+85.50 L_l"\, IRRIGATION w 25 I r--/ ....,. • ·, 1· / -<"-c ----II I I -----1---+--+'---+------------·'tt' P-...., ~ ' .,,,. ----/ ' -------t-1 t-• ' • • ,---ii----rr--+r---,c------------1----12-------------:i 15 _t;.: ~ 1 I _/ _,--., ..,_0 / _ -if) ~ I I ..)-' / I -I--_..l. .J.a. r--·~- ' I_',-+-'~ ' ' I -1 ,-.:- I I II I II -I ·•--:. _____ _ _;--; ; --tt---+---!,,_ 7 1/ 1 l-----15 = ---.J..> "' ,. -' --C-•12"W /, _, • -'== , 11 /IL• 2 W 12· 71---,,'---4"A.D.S.---/ 1. -----;, .X /' // ' 11 .,/ I / 1 (61l.25I15N ///_hr::,-----,.;m---/ ~ :: //• ! w 'lr~=7~1=~2-6"P~=r==~7~ ff~ix( ®(, ~-~~1,-,,---t8 _____ ....,.-l»J!l;cl'J ~ t ~ c,"/ I I / 1:1 o/ / ~ I~ . . l / /LL.:LJ L ~ \ /1 I :; 'l .,"· / I 11 I( ~ 1 G--< 1. ' I /,:, ;"· 1 1 11 ;zv 1 , O -. coMMuN1cAnoN c0Nou1Ts ~ r;;y.,.,y,,,-'\ 1,./ V I Y' I I I I I T7 TELEPHONE, DATA & SECURITY I .! ~ 11 1 I ;il/' / r ,.... Tl' 11 I .. 1 F \ill>-----, PER ELEcrn1cAL PLANS SEWER LATERAL I : : ( / I '-' I l • • ii 1 ~ J L -_j ST STA 11 +34.53 1 ~ 1 t..JJ -M_ CHILLED WATER LINES PER SEWER STA. 15+08.38 I 11 / 1 O 1 > I I 1 ,.-_~ ~ Irr MECHANICAL PLANs I I /; ~ -I 1 " CJ 3 h 1111 INV. = 6.35 3"GAS - 12·w l I I D ,n u D " II n D u r • I I 12•w--10J--L L ~ --j I , I ' I L-- ~~5f=t==g11 L, E II n u ~ + "' ~ ' n u ' \ ' ' D ' ' \ • ' - I E ; " ' ' -\-i • -. . . •·· . ~ ~ I/ -------. __ .., I © ~ v I/ y "' & SEE DETAIL "/( .:>-<: THIS SHEET OWNERSHIP OF PIPELINES: ' ' ' ' \ ' ' ' ' ' ' ' \ SCALE: 1"=20' 'X /:/ w l :r:: : I a::-ii ...__,,,-', I SEE DETAIL "ff -x::/ VENT //;" ~I a ;;; . 0 1 /.\ THIS SHEET ~ PUll PIPE JOINTS AS REQUIRED & &-, CAST IRON FIRE DEPARTMENT ....J CONNECTION Willi 4-2 1/t OIJTLETS ATTACHED TO BUILDING SEE ARCHITECrs PLUMBING PlANS '-POST INDICATOR VAI.Vf. WITH ffi TAMPER SWITCH 12' WATER, ~ WATER AND 4-6" IAlERALS WITH '/ CJ~ / 9+27.68 I ':111 I CJ 1,L.!...::,, STA 12+05± TO STA 12+55± TO OBTAIN HORIZONTAL ALIGNMENT * ~~ r.;;:,.c; - -12+56 ~!A.~l.~l.~;-,-2 .. -V.-~-~--~ END CONST. \ ' ' J CONSTRUCTION NOTES: (SEWER & WATER)** ®-PROTECT EXISTING CURB AND GUTTER *** '1' 'W--CONSTRUCT 3" Af; / 10" AB OR AS DIRECTED BY SOIL ENGINEER AND CITY STD-I05 -L-A. & @-INSTALL WATER MAIN TAP PER CITY OF NEWPORT BEACH DRAWING STD-507-L. Lil ~ (6" (MJxFE) TAPPING VALVE) @-SAWCUT AND REMOVE EXISTING AC PAVEMENT. *** LL, @-INSTALL WATER MAIN TAP PER CITY OF NEWPORT BEACH DRAWING STD-507-L. @)--CONSTRUCT REVERSE TIE ANCHOR BLOCK ASSEMBLY WITH 3/4" TIE (8" (MJxFE) TAPPING VALVE) BOLT-STARR SUPPLY CORP. FlG. 7 OR APPROVED EQUAL AND M.J. PLUG. LL, @)-REMOVE EXISTING THRUST BLOCK AND JOIN EXISTING 1 't WATER MAIN. & @---coNSTRUCT SHORT SERVICE MITER BATTERY PER CITY OF NEWPORT BEACH DRAWING STD-531-L & @-INSTALL ff D.I.P. 90" LONG RADIUS (MJxFE) BEND MODIFIED. REPLACE 3'x6' METER VAULT WITH 2-BROOKS PRODUCTS INC. 65 SERIES METER BOXES. (2-2" METERS) & @-INSTALL 4" D.I.P. 90' LONG RADIUS (MJxFE) BEND. @)-CONSTRUCT 12" D.I.P. CLASS 52 WATER LINE. & QP--INSTALL 4" D.I.P. 90" (MJxMJ) BEND. @-CONSTRUCT 8" D.I.P CLASS 52 WATER LINE. & @-CONSTRUCT REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (4") PER Lt_(@--INSTALL 2" IRRIGATION SERVICE PER CITY OF NEWPORT BEACH DRAWING STD-503-L CITY OF NEWPORT BEACH DRAWING STD-520-L (SEE DETAIL "B") (SEE L3.02 FOR FEBCO 825Y REDUCED PRESSURE BACKFLOW INSTALLATION -t SIZE) & @-CONSTRUCT 4" D.I.P. CLASS 52 WATER LINE. (LENGTH AS REQUIRED) LL, (@-INSTALL 12" (MJxMJ) BUTTERFLY VALVE PER CITY OF NEWPORT BEACH DRAWING STD-508-L. @-CONSTRUCT 6" PVC SOR 35 SEWER LATERAL TYPE "A" TO 2' BEHIND SHORING & @-CONSTRUCT FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH DRAWING STD-500-L ~rnG cmo 01;A~rri~\gr~Ts:wl~tl;tT101?.5-L AND STD-40B-L. & @-CONSTRUCT DOUBLE CHECK BACKFLOW PREVENTION ASSEMBLY (B") PER CITY OF NEWPORT BEACH DRAWING STD-512-L. (SEE DETAIL "A') * ** SCALE: 1"=20' ALL CEMENT TO BE TYPE 5 DUCTILE IRON PIPE TO BE BONDED, CATHODICALLY PROTECTED AND ENCASED IN 8-MIL LOOSE POLYETHYLENE PLASTIC PER AWWA STANDARD C105 PER CITY STANDARDS AND SCHIFF LETTER DATED APRIL 3, 1997 AND MARCH 21, 1994, SEE APPENDIX "A" OF LAW/CRANDALL REPORT OCTOBER 21, 1997, SAID REPORT IS A PART OF THESE PLANS. TRENCHES TO BE PATCHED PER CONSTRUCTION NOTE 15 IMMEDIATELY AFTER BACKFILL COMPLETION. AFTER BUILDING IS COMPLETED, TOTAL STREET FROM CURB TO CURB OVER LENGTH OF SYSTEM FEED TRENCH TO BE COLD MILLED 1 1/'t AND CAPPED WITH 1 1/2" A.G. AS DIRECTED BY SOILS ENGINEER, WITH ALTERNATE BID FOR 1 1/2" RUBBERIZED A.C. (ARHM). SEE LAW/CRANDALL SPECIFICATIONS. ~Oll1~dl ll;y 'll»&WllIID ~ [i!~(G~(G~ 2078 s. G1WID AVE.. SANTA AHA CA moo PH: 714-857-814--4-fAI:714-957-M99 FILE:\NADEL \SHTC4.0LDWG DATE, 2/11/98 BENCH MARK, ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. 8.M. NB 2-7-77 ALUMINUM CAP 3 3/4 INCH DIAMETER ON THE SOUTHERLY SIDE OF PACIFIC COAST f-HGHWAY, ABOUT 400 FEET EASTERLY FROM BALBOA BOULEVARD {OR SUPERIOR AVENUEJ ON THE SOUTH- WEST CORNER OF A 7x4.5 FOOT CATCH BASIN, THE CAP BEING 4.2 FEET BACK OF THE CU RB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATIONa 6.551 ill D.L.E. ADDENDA 12/24/97 ill D.L.E. 2/11/98 REV BY DESCIPTION REVISIONS SEE ARCHITECTS PLUMBING PlAN NOTES; 1. STATIONING ABOVE STA. I 0+45.49 EC IS CL HOAG DRIVE STATIONING. FOR FITllNGS AND PIPE CALL -OUTS WEST OF STA. I D+45.49 EC, STATIONING IS Cl PROLONGED. 2. CONTRACTOR SHALL CONFlRM LOCATIONS OF lllllJTIES NOTED TO BE CONSTRUCTED PER SEPARATE PIANS PRIOR TO BEGINNING mY CONSTRUCTION OR EXCAVATION FOR THIS PROJECT. CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE C/TV OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITV STANDARD< ANO REQUIREMENTS ONU THE CITY IS NOT RESPON- SIBLE FOR OESl6N ASSUMPTIONS AND ACCURACY. FIRE HYDRANTS ARE PUBLIC, CnY OF NEWPORT BEACH HOAG HOSPITAL SUPPORT SERVICES BUILDING 12" WATER LINE EXTENSION AND /7 1 // . / , ,. BUILDING SEWER/WATER SERVICES APPROVEo/c _/ .//-,-_~;~---'°"..._.;z~~•wdl---------.!...---,--:::--:--:-:--:---1 APP'D SUBDl,Sl'J" ,NE R • DATE CITY OF NEWPORT BEACH D-s23s-s APPROVED A~ ~ ... ,,,_"II!, 7 7 .,-OTILIT.lt'"'E !«INcER DA TE PUBLIC WORKS DEPARTMENT SHEET OF ::c Iii ci > J w c..) i-: t ~ -~-1---.../1.-..!.A~D~AM~S!.,__!AV;::!E;;.. _,---+-::-0 ORANGE cc z 0 I- (!) i;; z g; ~ .:= S2 "'I" z 0 ::, ~ ::C m LL 0 CITY OF COSTA MESA VICTORIA COAST COLLEGE ~ 0 m ~ ~ ~ ST. BAKER 1 .,,_4' 0 ~ ~~ ,;;- "' P..<::) g-.f ""' • "$ ORANGE CO. FAIRGROUNDS ~ CITY OF .. ., > IRVINE !'i ~ u] UNI VERS I TY >-I- (.) 0- 19TH INOICA TES AREA SHOWN ON LOCATION MAP ::; ST. U.C.I. so. NOT TO SCALE PUBLIC WORKS DEPARTMENT HOAG MEMORIAL HOSPITAL PRESBYTERIAN HOSPITAL ROAD AND WEST SERVICE ROAD UPPER CAMPUS APPROVED: DATE: 4-IZ-99 PUBLIC WORKS DIRECTOR DATE: GENERAL NOTES APPROVED: UTILITIES MANAGER R.C.E. 2sS5'3 I. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED, CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION AND SUPPLEMENTS. 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. STATIONING REFERS TO CENTERLINE OF STREET AND/OR CENTE:RLINE OF STORM DRAIN PIPE AS NOTED ON PLANS. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO ALL ADJOINING CURBS AND WALKS, 6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS AND DRIVEWAYS. 7. ALL P.C.C. AND A.G. REMOVALS SHALL BE OUTLINED TD 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. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPFiOX- IMATE LOCATION .O,ND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PRO- CEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSU~E LIABILITY ANO TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESUL. TING FROM THE EXIST- ENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDER-SIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CON"TRACTOR'S RESPONSIBILITY TO NO"TIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERJEO BEFORE STARTING WORK. NOTICE TO CONTRACTOR CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONS"TRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE ANO COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURUNG 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 WOl'lKING HOURS, AN□ CONSTRUCTION C□NTl'lACT □R FURTHER AGREES TD DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFES- SIONAL. EMERGENCY TELEPHONE NUMBERS CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH JUTILIIIES llEP-l"~ t01.Jl,JTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS {800) 427-2000 {8001 611-1911 611 ~Tl<!J-"&44"3ml {7141 962-2411 {7141 542-6222, 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH AT 17141 644-3311 AND REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AND ALSO AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB a GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE IT'S COMPATIBILITY WITH EXISTING CONSTRUCTION. CONCRETE SHALL BE TYPE 5. 9. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GW1RDED BY SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN 5 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAM/NA TIDN INDICATES THAT HAZARD- OUS GROUND MOVEMENT MAY BE EXPECTED. 10. THE CONTRACTORISI SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE NO. 10 ABOVE FROM CAL/OSHA. II. ALL OPEN TRENCH WITHIN Jl STREET SHALL BE STEEL PLATED AT ALL TIMES, EXCEPT WHEN THE CONTRA,;TOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE CITY INSPECTOR. 12. STREETS IN CONSTRUCTION AREA SHALL BE KEPT CLEAN AT ALL TIMES. 13. TRAFFIC CONTROL FOR TH15: PROJECT SHALL BE PER THE WORK AREA TRAFFIC CONTROL HANDBOOK IW.A.-".C.H.I 1996 EDITION. 14. ALL CONCRETE SHALL BE CLASS 560-C-3250 UNLESS OTHERWISE NOTED. 15. SUBGRADE PREPARATION, PLACEMENT OF UNTREATED BASE, AND PLACEMENT OF A.C. PAVING SHALL BE INSPECTED AND APPROVED BY THE PUBLIC WORKS DEPT. AND IN ACCORDANCE WITH CITY STD-105-L-A. w > r ~ " ~ z • w u ~ J ~ '!' ~ PROJECT SITE 16. STORM DRAIN PIPE BEDDING SHALL CONFORM TO CITY DRAWING STD-I06-L. 17. FAIL URE 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. 18. CONTRACTOR SHALL NOTIFY FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY HYDRANTS PHONE 17141 644-3106. '\~~ LOCATION MAP 19. CONTRACTOR SHALL NOTIF"Y FIRE DEPARTMENT 48 HOURS IN ADVANCE OF ALL FIRE LANE CLOSURES. 20. IF SOIL IS TRANSPORTED :m REMOVED FROM THE SITE, THE CONTRACTOR SHALL OBTAIN A HAUL ROUTE PERMIT FROM THE PUBLIC WORKS DEPARTMENT. " SYMBOL LEGEND 0 @ A POWER POLE MANHOLE FIRE HYDRANT D METER BOX ~ VALVE POWER POLE ANCHOR MONUMENT -X-X-X-FENCE w w w BLOCKWALL 0 TREE SHRUBBERY .LLL. .LLL ..LLL ..LLL... ASPHALT PAVEMENT : ,: I: I:.;,:,:,:,: BRICKWALK I . •..• . I CONCRETE BUILDING EXISTING CONSTRUCTION PROPERTY LINE NEW CONSTRUCTION ---l.---CENTERLINE --S---SEWER LINE ---W---WATER LINE ---G---GAS LINE --E--POWER LINE -TEL --TELEPHONE LINE --TV--CABLEVISION LINE --SP--SPRINKLER SYSTEM µ STREET LIGHT NOT TO SCALE ABBREVIATIONS AC Asphalt Concrete NTS Not To Scale PCC Portland Cement Concrete PVM'T Pavement TC Top Of Curb LP Low Point FL Flowline HP High Point GB Grade Break EP Edge Of Pavement vc Vertical Curve CONC. Concrete EXIST Existing MH Manhole EX Existing CB Catch Basin FH Fire Hydrant s Sewer !NV Invert w Wafer pp Power Pole SD Storm Drain E Electric PVC Polyvinyl Chloride DIP Duclile Iron Pipe RCP Reinforced Concrete Pipe FE Flanged End RT Ring Tight 0.0. Outside Diameter VCP Vitrified Cloy Pipe T.S. Top Of Slope TVC Tap Of Vertical Cut F,S. Finished Surface F.G, Finished Ground BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL CONTROL POINTS "GPS 6261" AND "GPS 6284" BEING N 16°10'09" W, PRELIMINARY. {NEAD 83, 1990 ADJUSTMENT! SOILS ENGINEER LAW/CRANDALL INCORPORATED 200 CITADEL ORIVE LOS ANGELES CA 90040-1554 CONTACT: MARSHALL LEW PHONE: 1213) 889-5300 CIVIL ENGINEER "I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED UNDER MY SUPERVISION" ~~~-~v~~~~1-,__-z-9 9 DAVID A. 18559 LIC. EXP. !]l)AWTI~ IEN~ITNIE!Eill[N(l; 2076 S. GRAND AVE.,._ PH: 714-967-8144 _. SANTA ANA CA 92705 Fll:714-Q57-8499 APRIL 8, 1999 DATE DATE OF DRAWING: \Hoag-Hospital\SD-Title.dwg J.N. H17-10D-31 ~LAN~ • ~ t., 2f ~ g;J No. 18559 ~ +: EXP. 6/30/01 * C/Vl\, CONSTRUCTION NOTES: G) CONSTRUCT 15" P.V.C. SDR 35 STORM DRAIN (D MAKE CONNECTION TO EXISTING CURB INLET PER CITY OF NEWPORT BEACH STD-303-L. (D MAKE CONNECTION TO EXISTING 36' R.C.P. STORM DRAIN PER CONNECTION DETAIL SHEET NO. 2 © CONSTRUCT PRIVATE STORM DRAIN FORCE MAIN, 4° P.V.C. SCHEDULE 80 {SOLVENT WELD) 220 P.S.I. RATING @ CONSTRUCT REDUCER TO JOIN 4" P.V.C. TO EXISTING 10' A.C.P. © CONSTRUCT 3' AC / 10' AB OR A5 DIRECTED BY SOIL ENGINEER AND CITY STD-105-L-A. NOTE: ALL CEMENT TO BE TYPE 5 NOTE: DUCTILE IRON PIPE TO BE BONDED, CATHODICALLY PROTECTED AND ENCASED IN 8-MIL LOOSE POLYETHYLENE PLASTIC PER AWWA STANDARD CI05 PER CITY STANDARDS ANO SCHIFF LETTER DATED APRIL 3, 1997 AND MARCH 21, 1994, SEE APPENDIX "A" OF LAW/CRANDALL REPORT OCTOBER 21, 1997, SAID REPORT IS A PART OF THESE PLANS. BENCH MARK: ELEVATIONS THIS PLAN PER COUNTY OF ORANGE, CALIF. 8.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 CURB FACE, SET WITH EPOXY. ADJUSTED 1986, ELEVATIONe 6.551 SHEET INDEX I. TITLE SHEET 2. STORM DRAIN IMPROVEMENTS PLAN 8 PROFILE HOAG MEMORIAL HOSPITAL PRESBYTERIAN STORM DRAIN Tl TLE SHEET & GENERAL NOTES t--RE_V ~B_Y~ ________ DE_sc_1P_11o_N _________ _J_A_PP_'D~ c1TY OF NEWPORT BEACH D·5l35-S SHEET _l' -Of 2· REVISIONS PUBLIC WORKS DEPARTMENT 1/-l-oF C, ,; " rn " D ' , " " ~ 0 ~ rn D '" ' z C - ~ ,; z _m n l> ' ~ u ~ z ~ 0 ,;; z I n ' 0 n C ~ C I ~ " ? IJ .. ... -----1---- ·-<--···· ·-· -----1 --------- ··-<------ --·-----·--+------- ---=+- COA'TR/;CTO,<' To J1ERIFP l.oC/ITIOAI Or eXlST.11./G IO"J?.C S7U.f r.R"-"? IAISllJt' oF E,l'/ST. .Ja"R.CP ,S.l) Bcl'"ORE TREA'CIIING. CO/IITRl?CTo.R TO A!('.);:r"/Fr' C/Vll. ENGR. IF /0" A.C. ST/.IB LoCl?TIOI./ 16 OlrrERENT T/1,4,A/ $#OWN ON f'i,4,,V. • . • ------- .SCALE: f": 40' ;·•-·•/(.-{'-< "'!-.' CD'/1 y,-_,;· .-X/)-,.. _ _,\-.//C··!:/[ /7: . .:5,;\:t> S' ,./:_-'{. /;.,,,-;_;., · L-(/·./Gl,c·:,_·1'/-1-,,i// / -;,/ ·i///t·LJ,/. :<:: ,-,:;f":•'! /; •";'..'.</'.!.C/ /V~ -d -~/->:> -::·,:,.,v.;,,::>J;_· j ,a'.•' ,",i,:-".-'-':' //;}[:;_;.y·:;,.;tf; ,5,1:_;?f::" (~l;{/t.·'. .. -<'.'.;'°.r -;\/---<,::__":/{l /'f' ~--/ ,.+v/.:-r· ::?'17• 6>?>-' :>,~ / NOTE: BASE MAP IS CITY DRAWING NO. R-5287-S 7 l;S OF 9 • < C , •