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Home My WebLink AboutR_5645_S\}0409 e ~ ~ " , V 0 0 « ~ ' ,: ~ CITY OF COSTA MESA V!CiORiA PROJECT lOCATITON !.lAKER $T. or---J--------+-=,< > ~ ~ a s r VICINITY MAP l/4 0· Gl!APHIC 5CAlE IN Mll!:5 SYMBOL LEGEND -0- 0 'Cf 0 --®- E- b, J:1:::I_LL,I::CX:, c-2;, C [J'-, 1-,., /¥ POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE POWER POLE ANCHOR MON UM ENT FENCE BLOCK WALL TREE SHRUBBERY .&&~ /,;: ASPHALT PAVEMENT :;:,,:t;:'i3.!:? ;:i; ~~ BRICK WALK ! . . . I l~-:.:.~:J CONCRETE t :;I l'..uL/.L/-"'A BUil DING EXISTING CONSTRUCTION NEW CONSTRUCTION ---¢-CENTERLINE ----s-SEWER LINE -----w-WATER LINE -TEL-TELEPHONE LINE -rv----CABLEVISION LINE ---sP-SPRINKLER SYSTEM M STREET LIGHT PLG EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC BELL c ,ry OF .Al&U/POR:.8£,± c1-f (G4S) CITY OF NEWl?ORT BEACH (WATER] COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT FLANGE NUMBF"RS NUMBER 634-0251 895-0221 551-7736 720-2056 1-800-422-4133 j ' (~ITY NJE,VPORT PUBLIC ,voRKS OF BE_ACH DJEJPARTMJENT GENERAL NOTES 2. 3. 4. 5. 6. ALL WORK DETAILED ON THESE PLANS, EXCEPT AS OTHERWISE STATED IN THE CITY OF' NEWPORT BEACH SPECIAL PROVISIONS, OR ELSEWHERE IN THE~ NOTES SHALL BE CONS'IRUCTED IN ACCORDANCE WITH THE s·rJ\NDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURR~'\JT EDITION, AND SUPPLEMENTS HEREIN AFTER REE'ERRED TO AS 'Z'HE STANDARD SPECIFICATIONS. EXISTING UNDERGROUND UTILITIES ARE SHOWN FER AVAILABLE RECORDS. THE CON'fRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIONS AND E!:,EVA'l'ION IN THE FIELD PRICR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES A.i."\"/D SHALL BE RESPONSIBLE FOR ANY' DAM.AGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. CURB DATA REFERS TO FACE OF CURB. S'l'ATIONS SHOWN THUS (Q+Qf) ARE WATERLINE STATIONS AND ARE INDEPENDENT OF ALL OTHER S'l'ATIONS G S'l'l-1.TIONS SHOWN THUS( o+oo ) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STA'l'IONS. THE CONTRACTOR{S) SHALL REQUEST INSPECTION FROM PUBLIC WORKS DEPART.>JENT 48 HOURS IN ADVANCE OF PERFORMH1G ANY WORK (644-3311). 7. ALL .ELEVATIONS SHOW1:T ON THESE PLi\NS ARE IH FEE'l' ABOUT U,S.C. & G.S. MEAN SEA LEVEL {M.S.L.) DATUM. 8. ALL DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME 'I'HE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FRm1 THE JOB SITE IN A Ml,NNER JI.ND AT A LOCATION ACCEPTABLE TO ALL COGNIZf'.NT AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALER"r (U.S.A.) 48 HOURS PRIOR TO ANY EXCAVATION AT 1-800-422-4133. 10. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN 'l'HE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 11. THE WALLS AND FACES OF ALL EXClNATIONS GREATER THAN FIVE ( 5} FEET IN DEPTH SHALL BE EFFEC'l'IVELY GUARDED BY A SHORING SYSTEM; SLOPING 9E' THE GROUND, OR OTHER EQUIVALEN'l' MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE { 5 J FEET IN DEPTH SHtl,LL ALSO BE GUARDED WHEN EXA:1IINA'IION INDICA~ES T:!:-IAT HAZARDOUS GROUND MOVE?1ENT MAY BE EXPECTED, 12~ THE CONTRACTOR(S) SHALL OBTAIN A PERr•'.!Tr TO PERFORH EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 11 ]I.BOVE FROM CAL/OSHA. 13. AN ENCROACHMEIH PERMIT FROM CAL-TRANS IS REQUIRED FOR ALL I/ORK TO 8E DONE ON IIEST COAST HJGHHAY. BENCH MARK lJ-52-73 OCS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 5 FEET CATCH BASIN, APPROXIMATELY 185 FEET EAST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NORTHEAST OF· LIGHT POLE MARKED E-34 AND 60 FEET SOUTHEAST OF LIGHT POLE MARKED E-33; APPROXIMATELY 70 FEET SOUTH ·oF CENTERLINE OF PACIFIC COAST HIGHWAY; l FOOT HIGHER THAN THE HIGH'MAY. ELEVATION~ 9,374 (1976 ADJ.) DOMEST~C WATER~ SEV\JER AND STORM DlRLA~N ~MPROVEMIENT PLANS FOR HOAG CANCER CENTER GENERAL NOTES (CONT'D) 14. ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEW?ORT BEACH STD. 106-1.,, SEWER NOTES 1~ SEWER MANHOLES SHALL BE LEFT BELOW PJWEMENT GRADE AND DROUGHT TO FINISH GRJI..DE AFTER PAVEMENT IS IN PLACE. STORM DRAIN NOTES L A.C.P. WITH A D-LOAD ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS, 2~ P~V.C. SEWER MAY BE USED IN LIEU OF V.C.P~ PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS~ THE P. V .C. SEWER PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROH 4" BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JE'l"l'ING PRIOR TO COMPLETION TO TRENCH 2. S'J;ORM DRAIN PIPE INSTALLATION SHALL CONFOfilI TO THE PROVISION CONTAINED IN SEC'£ION 306 r HUNDERGROtJND CONDUIT INSTALLATIO:tP IN THE STANDARD SPECIFICATIONS. BACKFILL. rc-c-cc---c-c, • • • 3. STATIONS SHOWN AS i 10+00. 00 I ARE SEWER SI'ATIONS AND ARE INDEPENDEN'r OF ALL OTHER STATIONS. DOMESTIC WATER NOTES I. OOUEGT/C 111//TER PIP& MAT'ER/AL S#ALL BE ,4S/3Ei3Ti?S Cl:MENT PR&S3VPE PIPE ('CL.A 6.S 2a>) tVPFOR;i,f/A/& i7J me R&J'T&. .it>P '3£CT/OA/ 207-7 OF Tf./G 5,a '!3PECS., OR CLAS.'5.5i:2 Ot/CT/LG. !ROI-/ PIP& WIT/.1 POLYETl-lV'/...131/G EA/C,46131,fEl-/r, CO/.IFOR!v/lA/G 7Z1 Tl-lG RGQ 'rs, OF !3£C770;./ Z07-'3 OF TIIG e;ro. .SF'ECS,. • ...... 2. boMEsTrC --WATER PIPE BAEKFiLL. -SHALL m,JiE A MINIMUM SAND EQUIVALENT OF 20. NATIVE MATERIAL MAY BE USED ONLY IF I'f MEETS THIS REQUIREMENT. 3. DOMESTIC WATER PIPE INSTALLA'I'ION SHALL CONFORM TO THE PROVISIONS CONTAINED lN SECTION 306, "UNDERGROUND PIPE INSTALLATION" IN THE STANDARD SPECIFICATIONS. 1. INSTALLATION OF DOMESTIC WATER PIPE, BEDDING, hlTD BACKFILL SHALL BE INSPECTED Ai."ID APPROVED BY THZ CITY OF NEWPCRT BEACH,'. THE CONTRACTOR SHALL ARRANGE ANY AND ALL REQUIRED INSPECTIONS AND SHALL PJ>.Y ANY AND ALL HEQUIRED INSPECTION FEES. 5. ALL WATER l,!AINS SHALL HAVE A MINIMUM OF 42 INCHES COVER FROM FINISH SURFJl.CEtt 6. 1. THE CONTRACTOR SHALL NO'rIFY THE CITY OE' }U::WPORT BEACH WATER DEPARTI~EN'l' PRIOR TO BEGINNING ANY WORK, AND SHALL OBTAIN PRIOR APPROVAL FOR KSY SHU'I'DOWN. .All.N5W WAn:R MAINS ,t/ FITTINGS .SJ.ML/. BC: lJISINFrC,£1:J PD'?. CITJ' STANDJIRD .SPE:Cf4L PROVISION .30([, -I. 4-. B //1/D /JWWA STD. N'2 CGO/ 7 ".SmND4RDS FOR DIS!NFF.CTING W471!:.e M4INS'- BASIS OF BEARINGS OWNER THE BEARINGS HEREON ARE BASED ON 'l'HE NORTH_ERLY, LINE PARCEL lB; O~R~ 737C/86 ESTABLISHED PER DEED BEING N87 00' 2111E AS SHOWN ON TRACT NO·. 8336 IN THE CI'I'.'i OF NEWPORT BEACH, COUNTY··op. HOAG M:SMOR.IA.L HOSPITAL PRESBYTERIAN 301 NEWPORT BOULEVARD P.O. -BOXY NEWF_OR'.i' BEACH, CA 92663 1 OR,hNGE, CALIFORNIA. ( 714) 760-2279 UNDERGROUND STRUCTURES ' l SOILS ENGINEER LE20Y CRANDALL & ASSOCIATES· 900 GRAND CENTRAL AVENUE GLENDALE, CA 91201-3009 ( 818) 243-4140 DATE j BY - S;,/£.i:r No ·G I . -- 1 . . I ------··--------~---~ ~s.,,,-EEr -Vo.s - INDE}( MAP SCALE: 1" = 200' SHEET INDEX 1 2 3 4 5 G 7 DESCRIPTION TITLE SHEET AND NOTES QUANTITY ESTIMATE AND DETAILS DOMESTIC f/ATER PLAN & PROFILE (1 0F2) DOMESTIC WATER PLAN AND PROFILE ('ZO>"-Z) SEf/ER PLAN & PROFILE STA, 3+57. 32 TO STA, 11 +57. 32 SEI/ER PLAN & PROFILE STA, 11+57.32 TO STA. 22+11.00 STORM DRAIN PLAN & PROFILE APP'D. REVISIONS /"'SH£t,TN0.4 SHE,:7No,7 CE-1, APPROY[□ FC!l. f.DrlC:El'T /\!ID J\IJIILRErli:E TO f.lT'i STMlD/\!WS-t,r,~ HOAG. CANCER CENTER l , Contractor agrees that he shall assume sole and complete responsibility for job 1([.(JHJRU•:nm, ONLY• era JS NOT , 0---------------------------,. site conditions during the course of construction of this Project, including· safc_ty of all persons and property; that this requirement shal1 apply continuously and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and . hold the O,i·ncr and the Engineer harmless from any and all liability,scal or alleged, in connection whh the performance of v;ork on this Project, cxccptirig for liability arising from the sole negligence of the O,vner or the Engineer. ALL UHOEROROUHD UTH.!T!ES OR :81'rtUCTU1H'.S REPORTED BY TH£ OWNER OR OTHl!:RS" ANO THO!!lt SHOWN ON TNF. R£CORDS !:XAM!NEO ARE INC!i:.':ATED WJTH,THEIR Al"'P'ROXIMA7C LOCATION AND E:(T£,.,.T. T"HE OWNER BY ACCl::F'TtNG THl:S['. PLANS OR PAOCf:ED!NO WITH , lM?ROVEMEN1·s ?UA:5UA.NT THERf:TO AGl'l:El\:i!i TO ASSUME LJAE!!UTY AND TO HOLD UNOER· SIGNED HA!'HJIL!tS!$ !"OR ANY OAMAGr.s Fil".SULTING. rnoM THE E.XISTENC.E OF UNOl'.R:GRCUND VT!I..IT!ES OR STRUCTURES NOT REPORTED TO THE: UNC£1'!9!0N:E:D; NOT INO\CATl!:O ON TM£ PU!':IUC n£com:i'! £")::M,nNl':D; LOCATED AT ',',lJ>IANCC WITH THAT REPORTED OR SHOWN O!i RECOF'IOS: EXAM!Nl':O. THE CONTRACTOR /IS REQUIREO TO TAKE OU£ PRECAUTIONARY, . MCAG.UR!a.S TO PROTECT THE U"t!L!TIE!!I CR si'RUCTLiRES SHOWN AND ANY' OTHER UTILIT!t'.S' or:. STr:tUCTUttr:s F"OUND AT THC !!ITC. IT SHALL F!E THE CONTRACTOR'S RE.SPON8181LITY TO • NOTIFY TH!t OWNltR:$ OF THE UT!t.lif!!:'.5 OR STRUCTUFH>S CONC:ll:RHEO EEF"OAE START:NG, WOIHC ;;t;.FOi!'.'.JBLE rem DLSH<:i AS5tr1.l'TIO:!s , = :;i CJwbet1'Bei11,.CWilliamCfrost C&c7l,ssociates ,: '~"~'j:~~~/t/L/,, TITLE SHEET AND NOTES 1}, _/j"::;';.:; PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS CITY ENG/N. o~R l 1 ~ -~--~ ~ • DATE ~-J,, •1 J✓,•r/{J .._-----------------,------"''v;~ P.O 80X19739• 147?SAtYONPARKWAY,IRVlr,JE,CAUF·ORNIA92718 i l-:==~'7-~•---,,::0\~=---r rP 'j () .) '.IILJ~ .. ! 0. 1714)472-350·5·· DESIGNE DRAWN CITY OF MEu,pnnr BEA(LI R-5645-.S .L.l, 0 l'i, ,\r~ f-Zz.-86 sur k'.E!J I~ vv ,VI\ n S. ROBERT .KALLENBAUGfl-RGE 2 7987. EXPIRATION DATE 3-31-90 •• -DATE I CHECKED E.U.13. DATE/¢,?7'-'?7 PUBLIC WORKS DEPARTMENT SHEET 1 ·OF cf/$ -----------------------·-----~~---,-----'-----'---------'-----------------------------------------"----------------------------...&..------------------------------------"~~---~---~-~----------------~------- HO.r]b J-lo;,;pi\.Ac .. ·~c.4~~ce(.ft";zf! ~. ,-,.,..-,,. . -.. ~ l~ ~ ' !~ ,I .. "' \ " (, ~. '1 I\ \ \\j ( 11\ / A PLAN h'EAOWALL .SIIALl. Be MONO/.IT,1//C. LAP ALL BARS AT CORNERS ?JO O/AM£"7E"RS IF NOT'.CON77NL/Ot/S __,. \\ #5 E. •ff.S /.C.. ac, t,-:4. WAV'.' 4<0• -~ "? REINFORCIN& DET.4/L 2 115 I 6ROL/ND I ""'SBARS 12" LIN£ I o.c. £A. WAV. S'.L.' I"::~;=·::::,_ t;:. _:;:,, -2·_ =.: E'7"F".· 'l"!"ol~ i 7-· \ ~· ~ 2--"5BAR5 - CON77NUOU5 BAR / 'lO"B£NO . - #._?. BARS 121 o.c. EA. WAV, £L£VA770N SECTION A-A DETAIL -HEADWAI...L(WING TYPE!) {PER BAN Dl&GO Rc?G/C?NAL STD. DRAW/AIG NO. 0-3!3) A/. T&. 2. .8 4. HEAOIYALL SHALL. Bl? CON5'TRt/CTED OF CLAS& 5@0-C-3250 CON'CRETe'. • AOJAC'8AIT Gt-OPES SPALL 88 2,/ 012 FLATrt:312. • ALL E;<POSEO CORN&E'S 7V BE RoUA/t?EO '3,# '1 e<IOIVG EXCAYA770fi.l A!IO GUBGRAOE PRGPARATIO;./ SIIALL COA/R7RM' TO "Tl•IE R£4!UIRG"M!SIJTS' OF T"!-IG PROJECT" .SOILS REPC?R'T AAIO SECT/ON 500-3 OF TH£ S7:4NOARO SPGC/.FIC,4T/0/J9. £x'CAl/44T/OA/ A/-.10 St/B&'RADE PREP.4R.4T/OAJ Sf/ALL BE. IAISPBC,EO ANO APPROVGD BV 7J./E PROJCCT .SOILS e"llt9/N/3!ic,E' 41✓0 T.L/£ CIT,, OF A/81-'VPORT 8G,4CH" PUBLIC WCIRK6 OGPT-PR/OR 72> PL,4C8MEIJT OF FOR?N18. TUG CON I k34C7VR 61-iA LL ARRANGG" FO.E! 4A/Y 4NO ALL NGCGSSARy CIT</ IA.IBPE.CT/O/J8 (AT IV<? COi3T 7V P-/E Ot!/fi./GR). • ... a C D ?: "' 24·• lt.." ·~;-· ,cr.-c,t-=e· ec ~~-•:,· l:v-ir-"-1/2'1 MORTAR OR MA5"fiC 5EA!.AµT TYP . ·- " I s.__ L.::"':-,IL-'-:.;..:_.:_..:,__:_.:__.:_.,_:, :::.I·. llOTE5; 50FFl1" OF LATERAL 5HALt.. MATCH SOFFJT OF TRU1-.JK 5EWER. L MAh'H E 5HAFT5 6l-i/,t.l BC. PRECA5T WITHQLJT 5TEP5. lCElJTRIG (;Oi.JE' 5H ,L,. SE F'OSITlOhlED WlTH 51RAIGHT 5tDE OOWN.STREA 2. Bl ::.:iE5 5HAL.L BE CON5TRUCTEP W!TH G SACK CD.IJCRETE Dl5TUR.Bf..D 50!L,-FORM C,HA~I-JEL5-A'o DE°TA!L.5.0 ti-I' CW6. . 5-33·2. Ah!HOL.E5 PL AC.ED 11.J !,.IO!J-PAVED AR.8'.A5 SHALL. HAVE FR.A COVE!R re" ABOVE: FINISH GR.ADE. 4, WHEREVER PCP'TH FROM CROWJ,.,J OF PIPE TO FtN!5H GRAPE EXCEEDS 25 FEET l),JGREASE. 48N MA!-JHOL.E !O 6:>00I. . Redwood blocks or Metal Rails DETAIL 'A' ' Carrier Pipe mech.joinfs GROUT PLUG DETAIL I .... ••···· 6rouf Pluq er--• -· 0 j_ " -! -o -. NOTE.s, /. All slccl casing p(oe field joints shall be welded fu!I circum t"ercncc. 2 Pcrif'cry of' casing fo be pressure groufed. 3, Carrier pipe shaft be a;''r fesfcd pr1br lo • fi"Jling casing J/1/iih qrouf. . 4. 1./psfrcam and do,vnulream e/evafmns fa be verified pnOr lo filling casing. , DETAIL 'B' Caslng Pipe . . ' . STORM DRAIN -•·· ---· ,, ·~-. . . -••---n•• ~~ .. --····-. .... --.. -----~··· ·-·--·· -•· - @) REMOVE EXISTING OUTLET s112uc-rur2e i:A . @ REMOVE EXISTING RIPRAP ~42\ _) CONSTRUCT 12n PVC (SDR 35) STORM DRAIN LATERAL . . . L..P. (43\ CONSTRUCT 18" (2000-D) RCP ,_J ,..c. •·-·· 0_v CONSTRUCT 24" RCP (2000-D) (4~ CONSTRUCT 45° RCP (D-LOAD PER PLAN) l.P. -@ . CONSTRUCT CONCRETE HEADWALL PER DETAIL HERRON. ' EA ~, ' . PLACE 24" THICK RIPRAP c.'t' Bi CONSTRUCT CONCRETE PIPE COLLAR PER CITY OF NEWPORT BEACH STD. 313-L E.4 . ' : ' ' ' i WATER NOTES (CONT/Nl/£0) . -~~ CL'.lJ\.15TRlJC.T 24" X B" KDPPL WELDED TAPPING NOZZLE WITl-l FULL W'ZA.P PAP AND ANNUAL RE:INFOR'LIN6 Pt.ATE; & 8" RE:SfLIEI.JT W£PGE EA. TAPP1r-J6 VALVE: & APPURTENAl!L:iES PER C:fTY 5TD. 507-L__: ___ '6,i) . REMOVE AND REPLACE EXISTING A.C. PAVEMENT (3"AC/4''AB MIii/.) SF ~-. (:,2) CONSTRUCT 6" DOMESTIC WATER LINE LF @ CONSTRUCT 2" WATER SERVICE PER NEWPORT BEACH CITY STD~ 503-L EA .. @ .. CONSTRUCT 2 !\ IRRIGATION WATER LINE L.F. . ... . . .. . .. . -'""" ,. , -·------.. -· ----.,. ~ CONSTRUCT 811 X4 H TEE (FLG X FLG) &4 @ . CONSTRUCT 4" DOMESTIC WATER LINE L.F ·-· ~) CONSTRUCT 4" WATER METER & VAULT PER CITY STD-514-L EA. (ROCKWELL COMPOUND METER -TO READ IN CUBIC FEET) 68) CONSTRUCT 4n 90 BEND !FLGXRT) EA. @) CONSTRUCT 4" BACKFLOW PREVENTION DEVICE PER ~ITY STD- 517-L EA. 6(1' _') CONSTRUCT 6" PRIVATE FIRE-SERVICE PER CITY STD-512-L EA. 0_9 CONSTRUCT 6" 90 BEND (RTXFLG) EA. (I_~ CONSTRUCT FIRE DEPARTMENT CONNECTION £"A. . ... @1 CONSTRUCT 6" B. V .. (FLG X FLG) EA. (:l·:r ) CONSTRUC'r 4" B.V. (RT X FLG) EA . '75) \._/ CONSTRUCT 8" INSULATING FLANGE . £A. 0.~ CONSTRUCT 8" 22 1/2 ELBOW (FLG X FLG) EA .• 0·:; .'J CONSTRUCT 2" BACKFLOW PREVENTION DEVICE PER CITY EA. STD-517-L (REDUCED PRESSURE PRINCIPAL DEVICE) ··-- DATE BY DATE ' I ' -·-·· I B 174-. ·I 20 I •, .. I 80 52 I 25 I {/if I 2 I I • I I 1 I I I I ' CONSTRUCT~ON NOTES NO. ITEM UNIT QTY '· WATER , ,. ~1) . CONSTRUCT 12" DOMESTIC WATER MAIN l.F. 531 . 0 . CONSTRUCT 8 11 DOMESTIC-WATER ¥.AIN L.F. 355 . 0 INSTALL WET BARREL FIRE HYDRANT & APPURTENANCES PER CITY OF NEWPORT BEACH STD. 500-L. £A. 2 , --·----·~ ~ CONSTl<Ll:::T 24".XIZ.'' KDPPL-W/;Li;>E:D TAPPING NDZZLE W/FLH.L ·- WRAP PAD AND A/.H-.JUAL REINFORCIN/5 PLATE: It 12-11 RESILIENT WEDGE: TAPPING VALVE:&, APPLIRTE"J\!ANC£"5 PEI< CITY STD. 507-L. EA. I ® CONSTRUCT PCC THRUST BLOCK PER CITY OF NEWPORT BEACH • STD. 510-L. . EA. 4 0 CONSTRUCT 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 506-L EA. 2 . 0 . PER CITY OF NEWPORT BEACH CONSTRUCT 8" BUTTERFLY VALVE STD. 508-L. EA. 2 , . . (a) CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD•. 515-L. ' EA I -· .. ,--...... - ® CONSTRUCT ANCHOR BLOCK PER CITY OF NEWPORT BEACH G4 2 STD. 506-L. @ -CONSTRUCT 1211x8" TEE (FLG XFLG) . ,S4 2 - @) CONSTRUCT 1211 RTxFLG ADAPTOR 6'1 2 -@ ----- CONSTRUCT 12" BLIND FLANGE , EA I (~ CONSTRUCT 8 "x611 REDUCER (RTxFLG) GA 2 ~~ CONSTRUCT 6" 90° EL (FLGxFLG) G"A 2 -(@) CONSTRUCT 12" 22. s• EL (RTXRT) EA z (16) CONSTRUCT 6" RT X FLG ADAPTOR . @ CONSTRUCT 8" X 8 11 TEE (FLG X FLG) @ CONSTRUCT 8" RT X . FLG ADAPTOR @ . CONSTRUCT 8" BLIND FLANGE . -,-... ·---. , . --·-· -----·--· --•. , SEWER ~ CONSTRUCT 8" VCP SEWER MAIN. BEDDING PER CITY OF NEWPORT BEACH STD. 106-L t...,c; 10/ ' @ @ ' (23) @ @ ® @ @ @ ~ -~ @ @ .. ® -- CONSTRUCT 10" VCP SEWER MAIN. BEDDING PER CITY OF L.F. 484 NEWPORT BEACH STD. 106-L .. CONSTRUCT 12" VCP SEWER MAIN. BEDDING PER CITY OF L.F. $t::,(b NEWPORT BEACH STD. 106-L CONSTRUCT 8 11 VCP STUB WITH PLUG._ LENGTH PER PLAN LF. 179 ·~, --REINFORCED STANDARD PRECAST MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L E.4 13 . ---_____ ,_ -. CONSTRUCT 6 '! SEWER CLEANOUT PER CITY OF NEWPORT EA I BEACH STD. 406-L . CORE DRILL MID RECIIMl!!E!J ElH G'i!I!IG BEi/ER-l!i\ll!!OLE l\MD eeN S'fffi:1 C'r 3:z11 SEHER COMHECl'ION AS Gi!elWN ON BE'l'iU L I -I " SH6:El:e '_Ne~ ,! . . -----------·--·- REMOVE EXISTING A.C. (BIKE TRAIL) AND REPLACE PAVEMENT IN KIND, +1" A.C. S.F 3,525 ------. ., .... .. , ----·---------- CONSTRUCT PIPE CASING AS SHOWN ON DETAIL 'B' SHEET NO. 2 AND JACK 12" SEWER MAIN ·BENEATH COAST HIGHWAY PAVEMENT PER CITY.OF NEWPORT BEACH SPECIFICATIONS . .. .. CONSTRUCT 10" D.I.P. SEWER MAIN (WITH 8 MIL POLYETHYLENE ENCASEMEN'r) CONSTRUCT 6" SEWER LATERAL. BEDDING PER CITY OF NEWPORT BEACH STD 106-L .REPLACE EXISTING PARKING LOT PAVEMENT WITH 3 11 AC/4"AB CONSTRUCT 8 11 D.I.P. SEWER MAIN (WITH 8 MIL . POLYETHYLENE ENCASEMENT) CONSTRUCTGO'MANHOI..£ (WITH P//C LIA/£12) Ofl!i."R ~XJGTIIJG Z7" SG"W€R. P€12 OCSO STD DWG 5-25-1 • .. NOT£': Tl-{£ (?ll/MIT!T/£S 5HOWAI /JBor/£ R£PRES£NT TH£ €N6/N££R.:S €ST/MATE ANO .4R£ R£Pl2G:SEAIT£D-FOR TH£ CONTRACTOR'S CONV£Nf£NC.£ ONLV. TH£ CONTRIICTOR 15 /NV/TEO TO PREP/IRE HIS O!IIN {i)tll/NTITY TAKEOFF /IND PR£PllR£ HIS BID /.JCCORDIN!3L.Y. L.F. G7 . . . . L..F. 16 L..F 69 L..F 278 - l.F !8 EA. I APPROVED FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. CITY IS NOT RESPOHSlnLE FOR 01.aSIGN ASS1JMPTION$ AND ACCURACY, HOAG CANCER CENTER, i lb. CE-2 "' • :';;,, ,,;;)r/)t It.-T : >, .,, •--•--, A ,.,.-vt,'<-~t.,...~ OITY ENGINEER; .-' ,1 ,1 'Qµ: QUANTITY ESTIMATE AND DETAILS DAT ··•· '-' ·• • DESCRIPTION APP'O. DESIGNED SM.T DRAWN -· k.E.N. CITY OF NEWPORT BEACH REVISIONS CHECKED £.;11.B_ DATE /Ofi/.?07 PUBLIC WORKS DEPARTMENT £-.5 cf,(!/5",. .s SHEET 2 OF 2 ,t;" . .I J./. 2'5Bc--Z ;;~3 S\o;,.. o...L T.J'i\l-', siv'sFi"'- ---1--------,--------------1-----' -1---+• -+---•--f--+ I A e, • -·. R'AO/t/,S_ 8-1-00 AN6'L.E lENGP-1 ---------------------1,------------'i-------,----------tv----,-- FAC& OF CURB PER F/N/.S# GRAO/A/G..RL4N_('TYRJ -N / C: 1. hi \t· I I / \ \ \ \ \ \ \ -~ \ \\ \ '\ \ \\ \ CD G) 0 0 CONSTRUCTION NOTES CONSTRUCT 12" DOMESTIC WATER MAIN. CONSTRUCT 8" ACP DOMESTIC WATER MAIN INSTALL WET BARREL FIRE HYDRANT AND APPURTENANCES PER CITY OF NEWPORT BEACH STD. 500-L. CONSTRUCT 24" X 12" KOPPL WELDED TAPPING NOZZLE WITH FULL WRAP PAD AND ANNULAR REINFORCING PLATE AND 12" RESILIENT WEDGE TAPPING VALVE AND APPURTENANCES PER CITY OF NEWPORT BEACH STD. 507-L. \ SCALE: 111~40' ' \ ) \ -- ·.·1 \ 0 0 0 0 CONSTRUCT PCC THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L TAA/60-IT ~ ~ 19\ s /✓- ,,,,__,/ ,:3A-' ~ ~- J,I -~,/-_v /" ' ' I LL/;? 1TiT I II I I I If 1111 Jl f II I I I II I 1// 1111 \ \ \ \ \ \ I \ \ '\\ \\_ __ JOI/I EXIST. 2411M7E-E'LIN£ L0CATlON ANO EL.E04TiOtl 7l? BE //ERIFle'O av CON7RACTOR PRIOR 7V u?NS?A?UC770N, 0 CONSTRUCT 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 508-L (FLG X RT) CONSTRUCT 8" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 508-L (FLG X RT) CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD. 515-L CONSTRUCT ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD. 506-L CONSTRUCT 12" X 8 TEE (FLG X FLG) CONSTRUCT 12" FLG X RT ADAPTOR CONSTRUCT 12" BLIND FLANGE 1 CONSTRUCT 8" X 611 REDUCER (RT X FLG) CONSTRUCT 6" 90° EL (FLG X FLG) CONSTRUCT 12" 22.5° EL (RT X RT) CONSTRUCT 8'</3"'x<,," TE."£ (FLGxFLG.) - \ \ \ I \ \ APPAOVEO FOR CONCEPT AND ADHERENCE TO CITY ST/INCAROS AND REQUIREMENTS ONLY. CITY IS NOT :~gP£~5b~~~~~R O~SIOH ASSIJMPTIONS _ ,~ CJ?,qberlGJJei11,.CWilliarn'P',ost C&,:§l_ssociates 1------+-----t-----------+----1 r.C~Ju!l;l(l..g, ~-. . l,.bJ PROFESSiONAL ENGINEERS, PLANNERS&. SURVEYORS CITY ENGINEER 4lf4{;J,f:) ,~~ P0.80Xt9739 e 14725ALTON PARKV>iAY,1RV!NE,GAUFORNIA92718 OAT"------------'"'---'--"-"-"'--~ r-f-' <:JLJ I/ 0 tJ If If 171414 n-,sos DATE BY DESCRIPTION APP'D. DESIGNED DRAWN .L...1. ~{}_.,,_ t-,a,X .. /{W.~ 3-7-88 s M. r K.€"-N -• CHECKED DATE S. ROBERT KALLENBAUGIUlCE 27987 EXPIRATION DATE 3-31-90 DATE .REVISIONS 1£.MB_ IO/Zq'87 HOAG CANCER CEtJTER DOMESTIC WATER PLAN & PROFILE 11 OF 2) CITY OF tJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 2_!., ~-II) • "I l~ I ' ~I N( v\ I llc'~IGAT/01-J SYSTEM PcR seFAB4Tc Pc.AN jj) 5 / • ----, I C,") 'MEST/C WAT.EA ~-1-cE""'."4S.eMENT TO CITY OF NEW?OlfT !3eACH "l.G->Flu 10 1--06.00 SPOOL-------'=='==='====-------~~- '. DElAIL I~ II NT5_ I-IOAG CANCER /5' DOME57"'/C WATelZ'--_'-'-'--'--, eASE.MENT?V Cl TY Or ---NEWFO!f:T BEACH -- !J -- ' L __ '~---[. __ r··--j--_, , ' -J-_le.__ : -' : ; J / .;...-if-..,, --• 1 -1 -•---; _ -l -___ ,_ I -1·------:-~ _, ,_ -~----:· --+--1--1-! I r ; -'-,__ ~--+- r --j - -.-,-,---} CONS'rRUCT B" DOMESTIC WATER MAIN INSTALL CITY OF WET BARREL FIRE HYDRANT & NEWPORT BEACH STD .. 500-:L APPURTENANCES PER CONSTRUCT PCC THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L CONSTRUCT 8"X6" REDUCER (FLG X FLG) CONSTRUCT 6" RT X FLG ADAPTOR CONSTRUCT 8" X 8 11 TEE (FLG X FLG) CONSTRUCT 8" RT X FLG ADAPTOR ----------------------------------""'/.!.___ °"'--, CONSTRUCT 24" X 8" KOPPL WELDED TAPPING NOZZLE WITH FULL WRAP PAD AND ANNULAR REINFORCING PLATE AND 8" RESILIENT WEDGE TAPPING VALVE PER CITY STD. 507-L. CENTER r • ..______ GE:£ OGTAIL ""'--I-/ £12801-1 "'>,_, l /.~- . .- / -_TUNNGL._ l @ 0 0 @ @) @ CONSTRUCT 2" WATER SERVICE PER NEWPORT BEACH CITY STD. 503-L. OMIT COMPRESSION FITTINGS. CONSTRUCT 6" DOMESTIC WA'TER LINE CONSTRUCT 8" X 4" TEE (FLG X FLG) CONSTRUCT 411 DOMESTIC WATER LINE CONSTRUCT (ROCKWELL 4" WATER METER & VAULT PER CITY COMPOUND METER TO READ IN CUBIC CONSTRUCT 4" 90 BEND (FLG X RT) S'.l'D 514-L FEET) CONSTRUCT 4" BACKFLOW PREVENTION DEVICE PER CITY STD. 517-L (REDUCED PRESSURE PRINCIPLE DEVICE) " C_ONS'.l'RUCT 6" REDUCED PRESSURE PRINCIPAL DEVICE PER CITY STD 512-L --=-·E)(/6, 24-11(12,.C.C.P._) M.L.c.c. WAT.., -/Y!A!!,/ '(PJ?OTECT /JJPL4CE) ;' CONSTRUCT 6 11 90 BEND (RT X FLG) CONSTRUCT FIRE DEPT. CONNECTION 2ttQ? Gf?,gbeAGJ1e111,/William'P10st C"& c::Associates ~, 1-u,j, PROFESSIONAL ENGINEERS, PLANNERS & SURVEYOF1S '\:;{};:;J P 0. BOX 19739 • t 4725ALTON PARKWAY 1RVINE,CALlrQRNIA92718 :::.,r /J {714)472-3505 JJ._~rRJ~.P.f..e,JJ,, 'a-i-8fl ., ' ' ' . . CONSTRUCT ii" B.V. CONSTRUCT 411 B.V. (FLG X FLG) [RT X FLG) CONSTRUCT 0 11 :tNSULl\TINQ FLIINGE CONSTRUCT 811 22 1/2 ELBOW (FLG X RT) EMB /\/ =~v,~ = oe.-A/L //A )I APPROVED FOR CONCEPT AND L!~ f"-C. ~l.-/-"'-< rl ADHEREtlCE TO CITY STANDARDS ANO HOAG CANCER CENTER CE-4 1----l----i==------------------~1------1 REQUIREMENTS ONLY. CITlf IS NOT .• • RE';SPONSHH .. E FOR oesum ASSUMPTIONS AND ACCURACY. ::Xilllf}JLt . DOMESTIC WATER PLAN AND PROFIL 11 OF 2) 01\TE BY DESCRIPTION REVISIONS APP'D, DESIGNED SM-T- CHECKED £.M./3. DRAWN J. , S. -7. DATE 10/22/07 CITY OF NE\VPORT BEACH PUBLIC WORK_S DEPARTMENT SHEET '-f \ i .I -<~------·-· --------- \ _) ·, \ C4P£Alb,. xii 0 \ _/---,.,.,;,....,--·-~ _--' '--r 'LIN£ 'B' (5££ PROF!l£ ••••• A&:Jti£ Rl6tfr) ~-~ '-, c. .• '· -- ' ~-,,-~--,, ~.:r-,, ,../' __ ¾~-, '" 10 It·· IZ """~~--"-~ .NOTE: 5·6-88 £.B, @ @ @ CONSTRUCTION NOTES CONSTRUCT 12" VCP NEWPORT BEACH STD. SEWER 106-L. MAIN. CONSTRUCT 8" VCP STUB WITH CAP. BEDDING PER CITY LENGTH PER .PLAN. OF CONSTRUCT REINFORCED STANDARD PRECAST MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L. @ --,C"'O""R"'E,-..,,Il.,R'>'InlJLr.--aJ,><1!,.D,,_..;RR'Ele'CP'!ft-li'd1'-Nll!-.,1J'!<'ln:.-'"EfllJ["+I-RS'l':E'l'I:t.lifiS-SHE~\lll'E;l'R!--!M!~l>idH'Hl-l<IOfl'Lf,aEP.-,,_M,..l:i:;.D COl!S'l?R-tlC'I'. 1211 !JEll,'ER COl!!IEC!rIO!! AS S!!Oli'N 011 !3Ect'i'<IL • A', ' -@I ®· SIIEE'I' NO. 2. REMOVE EXISTING A.C. IN KIND, +1" A.C. (BIKE TRAIL) AND REPLACE PAVEMENT CONSTRUCT PIPE CASING AS SHOWN ON DETAIL 'B' SHEET NO. 2 AND JACK 12" SEWER !>IAIN BENEATH COAST HIG.BWAY PAVEMENT PER CITY OF NEWPORT BEACH SPECIFICATIONS. R'EFAVc eX/.5TING PAK KING t-OT WITH 3" AC I 4 "A8 . . ~.11 j CONSTRUCT (El)'MAN/.IOLE: {al!Tf.l PVC LJA/£R..) OCICR £XISTING 27''S£W£R P£12 OC5DSTD. D/l/(!J . .S-Z5-I •• HOAG CANCER CENTER~ CE-5 _ 1 Gf?gber1GBei11,/Williamo/rost~c:;Associates· ,:~.:.-;::: ;-~~_:;,__ __ SEWER PLAN AND PROFILE /?\\ I / / j 1---f-----i-----------------+----'I CITY ENGINEER ~ _:.,,,:;., PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS • DAT 4/4t1 lP,9;)_ (PRIVATE SEWE Rl '\:._r~ P.O. BOX 19739 • 14725 AL TON PARV.:NAY, IRV!NE,CALIFORN IA92718 -----+---l-c-=--::----,.,:-:-'=c,',-'------!---------------------,-----------1 .Lf' ~ f k:~ (714)472-35'5 3-7-88 DATE BY DESCRIPTION APP'D. DES11JJ.r. DRAW'.J:-E.,V. (ITV OF NE\l'IPORT BEACH t1?-S64S-.S S. ROBERT KALLENBAUGH RCEAl7987 EXPIRATION DATE 3-31-90 DATE· REVISIONS CHE~~B. DATlo/4'q"37 PUBLIC WORKS DEPARTMl:NT'; SHEET 5 •• JN.23802 ----,..., . ,...., -,,, .---._-::, --1 7 -r-:-_ , , , . , . , -. · f +t=F~'o-+++'"'-_ F➔ __ =-, __ "" __ ""'_+=£'-'+➔' ' ' ' ;_: ~~--=~1~ -J. :~t=1~·-_;: =~;~{=-, ' ' ::~~f RZVAi~-f,_=~~-'I~_ r~7: --~= :~_:: ~lf: t_ -~ -·==', :_~,· -+ -1 --' ------,BCiRIZ~Jj#f: ~o~ '. --·•=::-' --J--· --' : ~ -~ ·r ~ ·1= --~ ~-'.~ -~-~=,=;~~j-,:c=cr=--t=c __ ~ --;-r : -:_:::,---~--:-~:-:-•·=---➔::_=-,i=' -:-~;; ~-:_'=.,_.-=:::.:--;;:_:-1 _--=,-+:------,__ 1 _ ----:'::::::~=.L_CC_C.: ~~t~t--r~ ~-; l ··t:::+·---t=·:=t=~~:t~=,-i -:::.:/1=t=1=::t:=t:: j: ..... I '-----,---.: .. :r:--::-•~ :-_ _; • -J t :{ l ----t=: :: / -.:. ,- _ii 15 -!):/' / I / 24 PR GJ?f!bertCJJeirf,,CWillia1n'Ptost C& c!}J_ssociates· ~-1.J~J. PROFESSIONAL ENGINEERS, PLA~mERS& SURVEYORS \ ,( J~ PO. 80XK9739 e 14725ALT0rl PARKWAY, IRI/INE,CAL'FORNIA92718 ]',!CJ Q £! V (i /'J Ii ti 171<1472-3ei05 _ ,L2, _,1-3(1,.. "-~nv4h. '.3-7-88 S. ROBERT KALLENBAUGH'fi'CE 27987 EXPIRATION DATE 3-31-90 DATE II 12 CONSTRUCTION NOTES SEWER 106-L) SEWER 106-L) MAIN MAIN. MAIN. (BEDDING PER (BEDDING PER BEDDING PER CITY OF CITY OF CITY OF CITY DROP OF NEWPORT BEACH DIP SEWER MAIN,' ( WITH 8 MIL POLYTHYLENE l---f---1-----------------+--➔c1rv ENGINEER DAT~-----~µ-~=~--, DATE BY DESCR!PTlON REVISIONS APP'D. DESIGNED 5.M.T. CHECKED £.MB_ DRAWN K.£.1✓. CE-6 ROAG CANCER CENTER CITY Of NE\BJPORT BEACH PUBLIC WORKS DEPARTMENT . SHEET 6 JN238<a2 , i\i1 D . .SA!·, FF. I / C/'x4 1 F;'.C.B WITH 8' LO/JG T;fl!N5!1l0,V ( :3T?f'!JC1WfE f'ef{ P.C.H-t!JIP/;l✓//Jlr R.l9N5 (Ul71M41c) \ DETAIL 11A 11 PROPO:SEP F!J✓l5HeP GROU!/CJ I @ @ @ @ .@ ·-.\~ CONSTRUCTION NOTES REMOVE EXISTING OUTLET STRUCTURE REMOVE AND SALVAGE INTERFERING PORTIONS OF EXISTING RIPRAP CONSTRUCT 12" P.V.C CONSTRUCT 18" RCP (2000-D). CONSTRUCT 24" RCP (2000-D). CONSTRUCT 45" RCP (D-LOAD PER PLAN) AND BACKFILL PER sEcnof.lA-A. L~-~ :O!!S'fR~C'r_ ~ONCRE:tE_lIE_~DIIALL .... @ -PLACE .3&" THICK ~IPRAP :~ ( '48' ~CONSTRUCT CONCRETE-PIPE FER BE'.i:l\IL ON GJJEE:I' 2 • I \'.:.o/ STD. 313-L L.®. --~NSTRUCT ~" ~-.:.;··;::· :::; ·.') COLLAR PER CITY OF NEWPORT BEACH / 6 1 L0/✓6 45" 12 C.S.F.' (PROPOSED) t!" RC.A //J✓GLE POINT-PlfOPOSEP) ff:: r'IPE \ ' ?ROPiJSeO RIP-R/!P ---77J Be lfEMtl//EP PER P.C.H. tll!PEN!IJ6 PLIIN& ev OTHERS ({Jl77MliTe CONO!Tltl!J) r ' / STORM DRAIN PLAN AND PROFILE CITY Of NEWPORT BEACH PUBLIC WORKS DEPARTMCNT OF 25 / 904GS e '" ~ 0 r < " 0 '< 0 ' ~ 00 I I CITY OF COSTA MESA VICTOil:lfl. "" / ci > 00 ST C PROJECT LOCATIOAL_ VICII\JITY MAI:' ¼ 1/2 3/4 GRAl'HlC SCAif IN MILES SYMBOL LEGEND -0- 0 tr □ POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE 0 --0- E-. POWER POLE ANCHOR MONUMENT I·.·.. •. • : . .-1 FENCE BLOCK WALL. TREE SHRUBBERY ASPHALT PAVEMENT BRICK WALK L.::C::.:.C:.c::J CONCRETE t ::l 1:.,.,,-"'_,,..L/_,,1 BUil DING fAlrtG~OUND EXISTING CONSTRUCTION NEW CONSTRUCTION CENTERLINE -----w- ----TEL-- --SP-- SEWER LINE WATER LINE GAS LINE POWER LINE ., 1 TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS • GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT L 2. '. 5. 6. 7. 8. 9. 11. 12. 13. 14. U-NIVEII.S(li C C o GENERAL NOTES ALL WORK DETAILED ON THESE PLANS 'I'O BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS O'l'I-IERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH. THE "STANDARD SPECIFICATIONS .FOR PUBLIG WORKS CONSTRUCTION, 1988 EDITION" AND SUPPLEMENTS. STATIONING REFERS TO CENTEJ?LINE OF .STREE'l'. EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NI-~ FACILITIES. CURB DA'l'A REFERS 'l'O FACE OF CURB. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND :FINISH TO ALL ADJOINING CURBS AND WALKS. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS AND DRIVEWAYS. ALL P.c.c. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING I,IMITS AND SA.WC!JT TO MINIMUM DEFTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHi\LL BE DISPOSED OF AWAY FROM THE JOB SITE IH A MANNER AT A LOCATIOU ACCEPTABLE TO i'\LL COGNIZAN'l' AGENCIES. THE CONTRAC?OR SHALL NOTIFY TSE CITY OF NEWPORT BEACH • AT 644-3311 AFTER PLACEMENT OF FORMS AND PRIOR TO PLACING ANY CONCRETE FOR CURB&. GUTTER SO THAT THE FORM LOCATION CAN BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION". THE WALLS AND FACES OF ALL EXCA.VA'!'ION GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDEI'> BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEf'-.NS, TnENCHES OR EXCAVATION LESS THJill FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXANINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE F..J,-:JlECTED, 'IH:S CONTRAC1'0R(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR 'I'RENCH WORKS AS DESCRIBED IN NOTE NO, q ABOVE FROM CAL/OSHA. ELEVATIONS SHOWN ARE IN FEET PER U,S.C, & G,S. MEAN SEA LEVEL -o.c.S. DATUM. ALL OPEN EXCAVi'\'rIONS WITHIN A STREET SHhLL BE STEEL PLi\TED AT ALL 'l'IJ:i;ES, t--:XCEPT WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BAR1UCAHES 'l'O THE SATISFACTION OF THE CITY INSPECTOR. STREETS IN CONSTRUCTION AREA SHALL BB KEPT CLEAN AT ALL TIMES. TilAFFIC CONTROL FOR THIS PROJECT SHALL BE PER T.rlE WORK l~REA TRAFFIC: COllTROI, HANDBOOK {W,A.T.C.H.] 1985 EDITI0!1, NUMBER {:ITY NJEV\TPOR1-, PUBJ_~J(~ ,,roRKS ,.,,.,-•"\ .... r·'- / \ i !"!. STOR/4 DR/l!N PIPE SEDD/,V(J $f/.4LL COAIFO/f!M 70 CITY ST;::, -/0(,, -l zo. Al../.. M/7/../HOLEB SIi/iLL /3E LEFT f3clOW r'/IVGMEIJT GRADE ,llND BROUGHT TO FINISHED GR.11.Dc AFTcR PL//CeMENT OF .SURFACE COURSE Or ,4C PAVEMENT ~, / \ "'---·~~ I ( - CITY OF NEWPORT BEACH THIS PLAN !S SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AN!l ~:c~::y~D Q~2 (lJJJJ!/ CITY ENGINEER DATE I 2/1/90 E.8. /,JO£)EO A/OTES CITY .4PPR0t14L '· -~----·-NOTICE TO CONTRACTOR 634-0251 895-0221 551 -7736 644-3011 962-2411 EXT. 22~ 642-3260 720-2056 1·800-422· 4133 OA,E. BLOO:. BY DESCR'/P,ION APPD /<EVISIONS '-, .,=,--·-.,, CenHruct;,,n 1.-onlrt1tt,,f 11ireu thJt in acccrci.uin with ~•mer11!1y .1.ccepttC eoMln..:tlion pr10:-:i~,i. -::~~u-uct.J.o~ c-ontraetct will bt req '.I ired to t.Hurn.e iolt iind t-arr.plttt-tHpor,i\biHt~: tor }Ob a1tt eond1t.JcM durmg tht eoune of corutruetlori of lht proje~t, ir:e:luding i.1rtt)' er all fHttOOt .o.r.d r,roputr, th.al thlt rtquir~mrnt aht'1 be m5dt to apply co~tinuou11y ~l"ld riot btJirniled tl".I nomtl worlunit houri, .e.nd con,trvetion tonlr.Rct-or further tgfeu t.c deftnd, il'ldemnify !.nd holt! duii:;n pr-oftuiou.1 h11rmltu from'any 11nd .,]! !iabilhy, rul or Jllegtd, in co1ir.e:lir.rn. wiih \ht ~rforrr,tne:t of "'"rk on thit prnjeet, uce pti-ri t lia bilily lltir.ini: from tht iolt M i!igtnce cf G nLi11 proteuiMal. • {)]B, BEACII IDEPA_RTI\:iENrl7 INDEX MAP N.T.S. BASIS OF BEARINGS THE BEARINGS HEREON ARE BASED ON THE NORTHERLY LINE PARCEL lB; O.R. 7370/86 ESTABLISHED PER DEED BEING N87 00' 21" E AS SHOWN ON TRACT NO. 8336 IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALIFORNIA. UNDERGROUND STRUCTURES At.J •• UHODH'...ROUND UTIL!Tll':S OR !ITFIUCTURE.$ REPORTEt:l B'f THE. OWNER OR QTMltRG AND THOSE SHOWN ON TH~ RECORDS tXAMlNE:O ARE !NOICATEC WJTH THEIR APPROXIMATE LOCA'TION ANO t'.XTENT. iHE OWNl.:R llY ACCEPTING THESE PL.ANS 0~ l"ROCEEPJHG WITH lMP-ROVE.MEJHS l'V!'ISUANT THt:fi.CTO AGREES TO ASSUME !..!ABILITY AND TO HOLD UNDIP.:R- SICNJ:O HARMLES!! FOR ANY DAMAGES rlE;$ULT!NG FROM THI: t:XISTENCE OF UNDl':ROROUNO tJ'TIUTIES OR snn;CTURF.:S NOT Rt:PORTCO TO THt:: UN'O!;:RSIONED; NOT INDICA'Tl!D ON TH£ l"OBL!C flECOROS EXAMINED; LOCATEO AT \'ARIANCC WITH THAT RCPQRTEO OR. SHOWN 01< ftla:C0flP5 EX/1,M!Nt:O. "rHE corHAACTOR IS R:E.QUIREO TO TAKl'Z DUE PRECAUTIONARY MCASUR!a:S TO l"ROTEC:T THE UTILITIES OR STRUCTt.i1l:CS SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUNO AT THE SIT!:.. IT SHALL EE THE CONTRACTOR'S nr..sroNSll'IJLITY TO NOTIFY THE OWNt:.:ns 01" THt u-r11.n1r.s oH G1'RUCTUJH'.S CONCltRNF.O DEFORE STARTING WORK. c ' BENCH MARK I. 2. 3. 4. 5. 6. lJ-5273 OCS LOCATED IN THE SOUTHWESTERLY CORNER oe· A-5 FEET BY 5 FEET CATCH BASINI APPROXIMATELY 185 FEET EAST OF THE SOUTH END OF THE NEWrO~T AVENUE BRIDGE CROSSING PACIFIC COAST HIGIDIAY; 43 FEET NORTHEAST OF l'...IGHT POLE ,MARK_ED E-34 AND 60 FEET SOUTHEAST OF LIGHT POLE HARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTEHLINE OF PACIFIC COAST HIGHWAY; l FOOT HIGHER THAN THE HIGHWAY. ' r?) ELEVATION= 9~374 (1976 ADJ.} SHEET INDEX TITLE SHEET TYPICAL SECTIONS AND QUANTIES EAST-WEST CONNECTOR ROAD PLAN AND PROFILE NORTH-SOUTH CONNECTOR ROAD PLAN AND PROF! LE CURB RETURN PROFILES SIGNING AND STRIPING PLAN CSI-1 HOAG CANCER CENTER STREET IMPROVEMENT PLANS TITLE SHEET AND GENERAL NOTES ~§~ GJ?gbertc-.Bei11,.Gff'i.JliamGJ:rost ® ciiissociates If\\ 'QJ. PROFESSIONAi ENGINEERS, PLANNERS& SURVE:YORS ~\. '-~ PO BOX19739 • 14725ALTON PARKV\IAY,!RVINE CAUFORN1A927i8 '~ (714)472-350!", /27C £ ~;; :_R TH_E_S_U_P_E_RV_I_S_I_O_N_O_F_: -------'-'2"--'-/,_?:"'----9'"-=D'- r:::dt.VIN E:; WOOLS€.Y --~CG. • 8/0/3 E.-l"P, B-Sl-:32.. DATE SHT. OF2s- -·· . ./~VI Af G NOTES --,. • • '"'""--•• '" .. --·· •••• \. ...•• ---·\ .. .__"-, (/. . LL ROCK. MIITERl/llS Sfl//LL CONFORM WIT/I TJIE 5PECIFIO!TIONS FOR ALTERNATE: Ra:K i 7,.. "ERi/iL TYPE' :S'f!S SPECIF/EDIN R1RT4, S&:'.770Al-WO OF THE ST;:JNDllRDSF£CIF. \ C4 '.5 FOR PUBLIC Wt>.f:KS COM5TRUCTION (CURRENT EDITION) /.IER£/N,4FTE:. '\ 1 REFEBl,8 TO .4S Tl/£ ST/l/4/D/IRD SPf:CIF!OtT?ONS. ' ·7 Z AGGREGA B/ISE M/ITER.I/IL 511/JLL BE CRUSHED MISCEt.lllAIEOUS Bll,5€ A 'SECTION ;1 • 200-2 or ~mNDflRD sPECIFIOlTIONS, OR BliTTliR. . ·1._ ,3. AS?Hf/LT CONC/cE' '/ILL CONFORM WITII SECTION 4-titJ-4 OF THE S WD/lRD SPEC/Fl- )• C/JTIONS. TVPE, ,c/Nl> GR½IOE OF /lSP/.lllLT CONC,E'ET£ SH,LJL ,45 FOi.LOWS: .4) ;TYPEilI-BZ -AR<;Ud:,. VRBl15ECWRSE(S"THICl(N£55MIN) ( 8) Tf PEDI -C3 -/JR 40CO SURfi!lCE COU/f:SE /; 0(/£/?LAV Or 1/STl/fJG fl}(/£/41£/JT. "-i I 4. I )s. ! Ii PRIMECO/lTOFGkYlD£ ..SC-L!t,JUID /lSPH/lLTORSUC. f::it0JDE ,L}S M4Y BcSPE:CIF/EO BV TIIE CITV ENGi/JEER Sh'/!LL .• ,_l7PPL/E£) TO TH£ 'KfflCE or UNTRE/ITE'D BLJSE PRIOR TO Fr/VING 11T ,q Rf/TE: BETUJ. N 0.20 & O. 6/tLLON PER 3?tlf//?£ YA'RD. /J 7l/CI< Ca4T OF GRllDE ,55-.!h EMULSIFl.'t::.CJ...fi'SPfllll-Sl-/4LL BE APPL !ED TO THE 5{Jl?Ft1CE OF EXISTING /:ISPH.LlLT TOBEOCIERU7ID, V THE SURF/ICEOFA.C.Bt7S£ COURSE, PRIOR TO PLA'CEMENT OF/!, C. ANISH c,, SE /JT /1,WTE B£TW£EN 0.05 g. 0./0GfJL/.st;, VD ·,. ---1 !6. 7lfECONT/e'lCTOR.Sff/lLLVERIFYTH/!T:, LL U!JD ROUNDUT!LIT7E5, DR/l!NS, IRRIG4TION SER//ICES 7 ETC. HAVE BEEN !NST4L z:> PRIOR ro 'CEMENT OF UNTREATED B/lS£'. i ✓ l 7. Sll8G£¥JDEPREFJq/i;MT/ONSH!'ILL ~F&'RM 7?:J THE PROV/. WS CC!IJT,ZJINE.0 IN SECTJON-301-2 \ OF THE STllNIJ/JRJJSPECIFIOJ VNS rlAID/lA/J/.sc>£Clr'iL RE,q)U, MEN7Z5 OF TH£ SOILS EN6/fiJEE/2'.: \ 8. PUJCt=:MENTOFllSPH/JLT WCRETE fflVEMENTSHllLL CONFOR TO THE PROI/ISIOAIS CON17l!AIED !Nsa.~r,o. 302-5 OF TIIE.SlllNDl'JRD SPcZ'IF/CllT/ ~- 9. PtflC&MENT OF R:>. 'N'lJ CG'MDJT CONCRETE" Pl'l/.1£MENT Slll7LL CONffl CDN7ll!NE!J IA.I 70N 3tJ2-G OFT/IE 5T/1ND/lRD SPEC/F/C/ITIONS. TO 77-1£ PROVISltJA/5 \\ ! :i/NEZ'J? SHl1LL SUBMIT TIIE PROJECTS STRUCTUR/JL SECTION ""'..,_,,MMEN/YJTION{S) 1 • TO THE Fi 'BLIC WORKS DEPT. BLJSED ON THE FINflL "Rv V4LUE(S) /JND TRIJFFIC 'DEX(2::5), I FOR m K'OilflL, PRIOR 70 PLflC£McNT OF llt;G/2'E611T£ B&5E. '\ I/. '£)£ PREP/lR,LJTION, PUJCEMENT OF UNTREATED B115£, l'l/1.JD PL/'IC£MENT OF A.C. A ' • " B~.:/IJ5PEZT£D I/ND 1/PPROI/ED BV 7H£PUBLIC WORk:s .DEPT. _6 ·-~' '•,_,,, '\ ', " t ... / ' I ' '~-~~·-· '-.. j \,,_.~<•-~· -~\, ___ ,_,.,, .. ,,~' .,, _, '\...,,,.,....---• STORM DRAIN NOTES 7ZJRM /)R/1/N M/lTER//lL SH/ILL B£ R£/Nf'ZJRC£D CONCRETE PIPE (i.5000 Z. DfGtllll! PIPE IN577JLL,4TION SHl?!.L CONFORM TO Tl/£ A '/5/0NS II CONTt'J D IN SECTION 306. "UND£RGROUNf) CONDUIT I T/ILL/ITION IN THE 5 'Ci1RD SPECIF/ulTIONS. 3. STORM DR/l!N A B4CKFILL UNDERN0lTJ./ TletlFrl, '7/REIJS SHllt.L Hl7//E ll MINIMUi,1 S"lND EO '!.WT OF 2.0. NllTI//E 'ERML M4Y EE USED OA!LV /FIT MEETS -r, REt?UIR£MENT. 0 M DRl'J/IV PIP£ B!CKF/LL BEJJEATII !vtJN-Ti6'1FFIC '£/IS MllY BE. WTlf/E MllTERlllLS. 4, S701:M DR//lrV PIP£ BEDD!. 7D CITY STD. -/06-L . .5. IA!S!11ll!9770N Or .:577JRM D/2 'NG 4ND Bl'ICl<F!lL ~">H-4LL t'3£ /NSPEC.T£0 AND llPPRO 6. //SBESTOS CE:MENT S. 'ER /!AID STORM DR/JIN '£ SHl9LL CONFORM 70 Tl-/£ PROVISIONS 1J./77JINED 1/.J SECTION 207-6 .5PEL:!F/Clt170N. . 7'. REINFOR, 7.:> CONCRETE PIPE SIi/iLL wVFORM 7ZJ Tf!E PRO II.I$&:: VY Zt:J7-2 tJr 7JIE S7lJNIJl?RDSP£Clr/D9TIOIJS. I I 8 .4 A111.Vf/OL£6 SHl'JLL' BC LEFT BELa{J R9t£MENT 6RYIDE ,41./1) BROUG. / -"/NISH 6RIJJ)£ flrTER PiAC&W£AIT c'.'F SURRJCE COL/RS£ OF /?.C: P/ttlE/,1, ' ', i,.,__..,....-, .-----~""'-"· --.~ ·-,.--•--,,, \ 14' 14' ~ Jx~ = ?);:~;;_:·.~.-:, :c·•;· <·""~·.,,,~~ . . . I w------....1 NORTI-I-SOUTH CONNECTOR RD. N.r.s. WEST SIDE= ST,t/./t:/t4'1.SO E. -w. CO/JN.RO. ro ST/l. /3108,04 EASTSIDE-SV/.20,27.S! E.-W.CONJJ.RD. TO ST,4. /4~51.54 14' s· . z -zo¾ ,• . .. ,. " 0 WEST SIDE -ST/I. 13,08.04 TO STA. /tJ,,-.e,5 E/IST SIDE -ST,4. !4 ,S/. 54 TO STA. /&, "&5 I I <E 2 1 cl > I 1 i-:-+-=-"'--+-.-....:.::/{p"---":C:o:_..3=5:___-+-~-·-'-~-=c,,'-'_._T<.::0_;.3=5_'_-+~-=6'---1 l=AST--J17EBT CONNECTOR ROAO NT.S. ( \ z,1pCtAx) :./f-. GTA. q+oz.~ TO GTA. 20-1-27..51 ("6101:#'ALK TO BE CON6TRUCTEO) 1,«' / '·--·-... / C.., .•• CONSTRUCT/ON NOT£5 & QU,4NTITY ESTIM4TE,5 ® @ (z) @ l>£5CRIPT70N CONSTRUCT 4':4.C.,/22".4.B ("Gee GENERAL NOTE 17, ____ _ SHl:=£.7_~/J·•· CONSTRUCT 4' P.C.C. SIDEWIILK PER CITY OF IJ£aJA:JRT BEIJCH. -STJ)-/8D-L, CONSTRUCT CUR/3 ACCE,.55 R.4MP PliR CITY OF NEWPORT B87CH .sro. 181-L. ,4 & B. (CASE ✓'.e.'') CONSTRUCT TYPE-A FCC. CllR'B /'JNO GUTTER. PER CITY OF NEWPORT BE/ICH STD-/82.-L( t,"CF1-------~ CONSTRUCT TYPE .B CURS PEI? CITY OF /.1£1-'IPOR'T ______ _ BE,4Cf/ STD -/8Z-& ( Co "CF) AOJUST EXIST. MANHOLE TO AN/SH GR/lOE. _______ _ CONSTRUCT TlcENCH DR.tl!N & Ci:JNNECT TO EXIST: STORM DR.tl!N WITH G "PIP£. ---------- CONSTRUCT FULL DEPTH A.C O(JE/2. TOP OF llfiJI< TUNNEL. ---------c--------- ® 4DJUSTW/IT£fi:: VALC/£' TO GRRDE. _______ ~----,,{· -=---·-·· .. ,.. . ..-~.. . . .t. l \ @ @ @ @ @) @ @ @ <iJ) i ,. _ __;;, • CONSTRUCT CURB INt.ET TY?E OL PER CITY OF NEWPORT • /3£/JCH .fJT0-30to -L ( fl=&.o; l ~7 O ')--------~- COAJST. LOCJtlL DEPR£S!3/0A.I PER CITY OF /JE"WPO.RT !3c/lCH , 5TD-304·L E OET/1/L 0/41 SIIEE:T 4 ___________ _ , CO/JT. &L.f-": OF 15" fi?.CP(D•ZOOO) STORM DRAIN PIPE' ___ _ CONST. u" P. CC./&" ,4.B. ----------------- CONST CVR.,8 E GtJTTB'R TY.Pe-C ?ER PE7".4IL ON SIIEET 4 I , COAJST. 5. 0' Ct/RB 1E 61/77',E'R T/? A/415/TION (TYPE 4 TO TYPEC) COJJST. PIPE CO/l/A.IECTION PER CITY STO-3/Z·L ___ _ CONST. G '' S CR 35 DRAIN _____________ _ CDNST. 8 11 6CR 35 DRAIN ,f, CONNECT TO CATCl-1 845/N. , :>_, () 1 / ,, J.N. 23&:;Z ' ' , I / E-W CONNECTOR ROAD PUBLIC WORKS DEPARTMENT SHEET /t) OF ZS' Cff7CJ.q; EC. E 0/lc/Y /\JD.4 ss.7&,F.S. CROSS GUTTER 4' WIDE CURVE! 0 @ © @ ® ® rJ ® (J) 0 @ © ® ® @ ® @ ® ® (J') @ ® ® ® (J) ® ® ~ CURVE .. DATA RADIUS DELTA LENGTH TANGENT .J;;,o.oo' 29°30'24" 169.95' ·as.so' 350.00' I 8°00'00" 109.96' 55.43' 300.00' 33°48'30" 177.02' 91.17' 300.00' 25.00' 89°43121 II 39.15' 24.88' 25.00' 90° 21 '07" 39.42' 25. 15' 316.00' 21 °39'37" 119.46' 60.45' 15.00' 93° 10'32'' 24.43' 15.89' 15.00' 92°34°18" 24.21 15.69' 364.00' 4°09°30" 26.42' 13.21' 15~oo' 9 I 0 35113" 23.98' 15.42' 15.00' 80°44°19" • 21.14'· 12. 75' 364.00' 4°33'11" 28.93' 14.47' 15.00' 103°4a's2" 27.18' 19.14' 15.00' 1s0 11 'oe" 19.95' 11.76' · 15.00' 103°50' 17" 27.18° • 19.14' 15.oo' 1r0 11' 14" 18.66' 10.76' 314.oo' 0°22'05" 2.02' 1.01' 15.00' 1os•o4'51" 28.56' 21.06' 25.00' 59•59'25" 26. 18' 14.43' I 314.00' I 15.00' / 336.00' 15°57°53" 93.62' 47.12' 15.00' 118° 14'24" :30.96' 25.08' s.oo' 126°41' 4:3" 11.06' 9.96' -· Z?f,01 I0/'38' 1211 4/,.95' 29,0JI 286.00' :36°58'26" 184.56' 95.62' 314.00' 12•30'43" 112.35' 56.40.' J. Al. 25862.. . - --===· ,. -~···,,1• ·-"c ···{' c:-·=i;'j • • -•-,,,;c ·c;;;ci.:c·.~ ·! - ~ - - - ~ ----;· """"== - -_,__ ',=c-±c=±"'+''' ( j -·--~~ -'-~ i_c:.,+C:'=t:::=• .=f=-~==i==c! NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ~f-; (7· (-~ /) /) In&?· APPROVED J} y,,,,iLM~/ ' ~s\L __ CITY ENGINEER DATE HOAG CANCER CENTER CURB RETURN PROFILES SHEET /2, OF Zfi" "fYIIITE co4sr ! ! ! I I ---------------! ----------' --+-,, ____ _ NC. 11JOl3 r"6l fJET4iL i I I I rib] OET/://L l , ~ ! r-----·-1 ;7,;/~ Fl 2b F ' ' ,, / / / I / ,\-' I \ pRt:PAREQ UNDER HiE SlJl)f:fW1S!ONof-- 1ldtif1'}?f{,.,cjj~-··'fJ;fE. :;-1 t..·1<• HfLBEf~T W1LLIAM DICKSON. F; CE NO 19417 1-f<"rman kirnmel and Associates [cl ::-·1 1 / J i..:. __ ., 12' l2J IVOY€S THIS S#E€T: EXISTING S/GIVIIVG 4/11/J STRIPING, ARROfV0 OR LEGc/VO ,TO /?E/M,4//V u'/VLESS NOTED OTflc:RWISE 0/V Tl/ESE PLANS. 4L L WO.RI<' SIi/iLL CONFORM TO Tl/£ LATEST C'ALTRA/V.S TRAFFIC MAIVU/lL ,41-llJ Th't:-J,4/Y{l4RY, /g88 CALTRAIVS S7?1/VIJARD PLA,-'YS A/V.O ST4/VLJARIJ 5PECI.FICATIO/V5. SANlJBLAST !.'XI.ST/NC STRIPING, ARROW.S., OR LEGEND AS NOTED. f?E/MO//E RA/..SEO PAVEME/V,T MARKERS. RELOCATE SIGIV TO /1/c·w POST 4/V!J /?EMOVE £XIST//VG POS.T. IVEIV POST 5/IALL 8E _{l/tl/STRtlT TEL5PAR .POST. ZIVSTAL.L IVEW S/GIV 4/VO PO,ST. NEW POST Sf/ALL BE LIIVl.5Tl?t/T TELSP/ll? POST. ~ RE/110//c ANO SAL V4tiE S/GIV t4NO POST. ' DldE ) SY P,4//VT S,TR//:>//VG, LEGEIVLJ ... S, Ol? ,4/i',,"OWSAIV.O ZIV.STALL RAISElJ PAVl:ME/VT lt14R./r"El'i'S. Z/VSTALL STl?IPI/VG AIVL7 ,R,4/SELJ PAYEME#T /J14RKERS PcR CAL TRA,1/cS' J' T4/V£1AR.O PLANS A cO ,4, B, / C. £#STALL LcGEIY/JS A/VO Al?ROfV.5 PER CAL7/f'A/V.S /1/?Ar.F/C /MA/Vt/AL. OET4/L 1 8 '1 811 V) -I a "1J = ~ dJ jg ~ ii'il ii'il = 0 I I I /, ;, ·1·--"-~-: :r l " \" .. ' (~' c:;1 i~ 1.; .. : j ··ii !-0 0 _:._; .?-; -~\ fl '~ ;~ ,, : .. ,,,,,,,_ SY!\i1BOL LEGEND -'"'~ ,_,, POWER. POLE 0 MANHOLE t:f FIRE HYDRANT I) METER BOX -\?}-VALVE (--POV/ER POLE ANCHOR D, MONUMENT "'-'-'=-=cc="-' BLOCK WALL TREE SHRUBBERY ";z.,:x·_Lz LY ASPHALT PAVEMENT i!.''ii::: ·;,; c;i "' R • C l" 'IA L ,,, .Ct~......;'.:;r~;,:;;:. D , '\. 'I ~ , , I _,_~:__1 CONCRETE r: ,,, ~L/.,L,~,u,,,";j BUil DING EXISTING COclSTPUCTiON .. -.---'NEW CONSTHUCTlON -------w-\I/ATER LINE ------£--POWER LINE ----Tf.Z-TELEPHONE LINE ---· TV----CABLEVISION LINE -·--SP----SPRINKLER SYSTEM {-{ ,~, STREET U GHT EMERGENCY TELEPHQN~ ===== NU l l'.'.Ob t-112A ITT {166 N c'.!I E:S. ©-AN ,~NtRDAC.l-!M6Mi v'EJ<;Ml'T F-'f<Dl-1\ C.:e1L-1RAN'S I"? FZE:Cl_UIRE17 ACLE'."P1'Aei:L£ TD ALL -n\i:; \!JPILL0 AN\7 FAt€'5 OF ALt, f;:)(CAI/ATIDN 6'R€AT6R 7"HAN 5 (l<'.FINVEcr) TD ~ !7DNE ON WE01 C/JR0t Hi61-lWPi'/. F€ET I1--l 17EP1H 'SHALL BE: EFFa·nVEL.'-/ e,UARDE:17 B'/ A S\-lll 1 @r-FFI\LURE -ro UJMPL'I 0wr-rH71-IAE'N'-/c,O--rF✓ T11f10£'AAR3RD¼~&lJ6FORMS fSi-LLN~'77ARY S'IST€M SlDf 11-l& OF 71-\€ 6f?.DUN17, OR 01l\E:fZ 5'.vU I VAL? ),rr Me}N5 • f,UfFill£Ni CALI-SE DP: I , _ !R£Ni.H7ES DR €X£AV({TIDN L€:,S ·n+AN S ( F\\JE-) F':§eT" \N 17t:-P'11-I-WORK -ro BE: P£RFORMED B4 Dn-1€1<,S. Ti-+c"=>E c'.DG,'-5 -'SAALL ~ '5HAll-Al<;iO BE" 6UARl7f:I7 W\-\E:1-l E:>ZAl/ilt-,,\AT\DN 1Nl71C.ATc-S 11-\PiT c H P,,J<b£\7 1D 1\-lE: CLl NTMC"f Ll fZ. 1-\A,'.,/>iRPDUS &RDUND N\DVet-J\ENT MP.'/ B,c C:lZPE.c:,E17- -.•HE: aJ;,\TRf't:TDR '.'?l-\AU.. OBTAIN A P6RMIT 77l ?€1'<:F'OF<M EXt:AVA7.ID/N "'R\.-1 SEWEf<.. NOTES TRENtH WDR\<i3 At; 17£;;;cR1Btt7 il\l ND-re' No. 0 AV!,DVe. f"RDM CAL OS A. 0---GE:WE.R MA'JHOLE.S '8HALL Bf u:;fT B£WUJ fAVE.MeNT 6F-ADE. ANl7 BRDU6tl-!T -W ---el£VATIDNS ?HDWl'J ARE> \N FS'ET fER U.5-G. ~ 6, 5. \\i\cl'>t-.l ?EA LEVEL,-fllJISH aR/\17£:. AFrER fAVEME:Wf !'? lf.l fL.AC.E., o. c..,s. OA1UM, ©-r?.V C. .g,f;L()fR MA\/ BE: U"'i,8[7 IN L.t8U Dr VJ,, P. ?I f"6 Mu~, 136 \MNUFACfUR'6!? Pe:R. A.'5 'f.M. [7:3034 '5DR3':5. AU.. frf'(1N6,<,; SHAL.L BE: PR£f'AF->RltA'f.W fULI,:- 13D[71/ riff/Nb£>. -me: rv. C,, ,SE:WE;R Pi pf; BE-l7171 Net "5!-\Al.L. B8 S/4 CRUSHtv' RDlK Bi"iWW 1H€ PIPE, "fo 1'2." Aet>V6 'fHE 1Df Of PIP6 ANt7 CDN?DL-117/'\TE;\7 BY )ETT'f! N& PRWR -fo toMPl-G"f101'.l TO 1fi:.GNlH B>f\lKFILL-. 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 RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ~CCURACY. Cd!J.t:JJ2 7if!2 tt[( r,, (fJJf, APPROVED (J_; · , , CITY ENGINEER DATE ------BENCH MARK lJ-52-73 OCS LOCATED IN THE SOUTh,IES7ERLY BASIS OF BEARINGS OWNER SOILS ENGINEER CO~ER OE' AS FEET BY 5 FEET CATCH BASIN, APPROXIMATELY 185 FEET EAST OF THE SOUTH END . OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC . COAST HIGH.WAY; 43 FEET NORTHEAST OF LIGHT POLE THE BEARINGS HEREON ARE BAS7:~D ON THE NORTHERLY HOAG ME:,;ORIAL P.:OSPITAL PRESBYT'ERIAN I.EROY. CRANDALL & ASSOCIATES MARKED E-34 AND 60 r'EET SOUTHEAST OF LIG!!T 301 NEWPORT BOULEVARD LINE PARCEL lB; O~R. 7370/86 ESTABLISHED PER 900 GRAND CENTRAL AVENUE I\~ BERS POLE MARKED E-J3; APPROXIMATELY 70 FEET SOUTH DEED BEING N87 (H.P21 11 E AS SHOWN ON TRACT NO-. • • P.O.,BOX Y GLENDALE, Ci\ 91201-3009 OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT , 8336 IN THE err:, OF NEWPORT BEACH, COUNTY 'OF NEWPQR'j? BEACH, CA 92663 • -HIGHER THAN ~.'HE HIGh"WA'L ORANGE, CALIFORl!IA. (818) 243-4140 DATE BY r_r--,_, I I I I I I L, rJ I I I I I I I I 1 1 I I I Il'JDEX MAP I\J. T. 6. SHEET INDEX '$HT No. DESCRIPTION TITLE 5HEET, NDTES AND CON5TRUlTI0N QUAt-JTfTtES. 'l 15-INC.l-l -SEWER REL0CAflOW. CON5TRUC.TIDN (QUANTITIES No-ITEM Ul\!IT G/T'/ . CD-- CO~,,-,: lfi" \ll.P, '5E;W6R. \/\Al"1. ~17011--\lr ~ l\'f\l Dr \.lt:.JJJf'OR"f t...f; $C4 r,r::AtH '?ii?. \D&>-I., • @-t.0\-.l'?l ~Gl~fORlEP ~1A!-.U7AR17 f'RU'/:\91' 1/\M-lHDLF:'. l>h f'~ E:,P,. l N!iWFDITT 176£:ill-l -:>fli'. 401-L-. ®-1 11\ANHOL.~ P,1, \?E'R (!.C, 1,.t;/, 61\ -'7 C-D1'\?'f. bO-1 IJlH 17IP,,_ f'Ri:,-CA?1 v'Wb-\Jo. 5-35-l . 4-JZ.GMOVE E:l<'.\'?1. \ 0 ,, '9,E, U) 6 fZ . l.f: ?i -- ? 1<G.WN-£>-fRUC1 f!,DOR Df £X i?f. MAN HDL.!:-f't,R MA IL. "A 01 • 6A. I -• ' b IZ~WVI:-t>Xi':11'. 111" V,(,.'?. * PW& 1<'.l:MAt!-llfJ& !:-1-lP.'?, l,.f. 813 1 %NWV6 1':'.Xi:,1, MAl-1\-IDLEi ~ Pl..tlci 6Ni:,& DP lf-H .. 6f ,/; DUfLE>-r E:,f\_ \ --F'if76,S,. !8, \ Fili-€)(/STNG 15 /NCH 65'Wc'R w1rH ONE SAC/:: 554N.O-GLURRY t.F Zq2 '~ . 't"'~MT·_.,,,,~ L '--'. .. -~" - ?l',Of1'SSI(¼ /~· _,. Ki\lii, 'I( '°'1, ., ,'{/ "'t ~ <3 l!1 . Ill ~ or: NO. <> :,, ,ii 17937 ~ ., ID(P, J.31·90 " DESCRIPTION APP'D. ,l), ~1\/1\. ,$ . ·- AGENCY NUt ~ REVISIONS (711,) 76002279 ;1 BER ELEVATION~ 9.374 (1976 ADJ.) --. ---- SOUTHERN CALIFORNIA GAS COMPANY 634- SOUTHERN CALIFORNIA EDISON COMPAMY 895 PACIFIC TELEPHONE COMPANY 551- CITY OF NEWPORT BEACH (PUBLIC UTILITIES) 644 COUNTY Si\NITATiON DISTRICTS GROUP W CABLE OF CALIFORNl.4 COMMUNITY CABLEVISION l UNDFFiGROUND SERVICE ALE RT ---_________ , 962- 642~ 720- 1·800 --- 0251 221 7736 -3011 2411 EXT. 222 3260 2056 -422·4133 . - Contractor agrees that he shall a,,sume sole and complete responsibility for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be Jim- itcd to normal working hours; and that the Contractor shall defend, indemnify and ~ol,d the Owner and the Engineer harmless from any and all liability, real or alleged, 1n connection with the performance of ·work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer. - --· . -------------·-· - - - - - ---------. - -------· UNDERGROUND STRUCTURES ALJ.. IJNOl:~GROUND UTlt.lTl!'.$ 01'! iT~UCTURES REPORT~D IBY THE OWNER OF! 0TH£R8 (::'.:i ' I '/' l:-})) ';'<JI b i~» " GT''Vi' 'Jl '' Pi (71 ,:;:;, ' [ c1 --J c~I ~'!:_l::f. -J ANC THOSI: SHOWN ON THE RECORDS U(AMJN'E.D ARE" !NOICATE'.D Wl'TH THEIR AfOPl'H.)lOMATE =.l'.::...L:=,;1-.'.::· -· LOCATION ANO l!::tT'ENT. TH£ OWNEll: BY ACC:!:J'TING THESE PLAN9-O"I 1'"!'1:0Cf:EOINdi WITH () ,,;,,, ·1 "lfw c.rl 1:»e11l, ~( 1 . 1"1111'' 1ast allL, c::;'iSSOC!E:tes !MPROVEMi!:NTlilc PU!\!\UANT TH!'.R.E"tO Arirtl!:ES: 1'0 ASSUME LIAEIILIT'f AND TO HOLD UNOl!:R:• !',",l,,•~101.r:-'-' "* • ' 1'.i),• : ft!GN!a:0 HARMl.f:SS FOl'I ANY ClAMA.G!t.9 RESUL"TINO ?"ROM 'fHC EXISTIZNCF.'. OF UNOltRGAClUHO ii(\ J, PRDF-t:SS!ONAt t:t~GtNEt'.R.f\ PL~,}.JNEHSl?, SL.ffl\'GYOHS .'!l'!i• @i~R_e~) UTl!..iT!£5 OR BTRUCTU!Ul!! NOT Al!'.l'OFtTE:D TO 'THE IUNCl!:RSIGNEO; NOT INO!CATJ.:D-ON TH~' 10',1} I l'UDUC RECOAO!l f:XAMINt:O; L0C:AT£ei A'T VARIANCE WITH THAT REf"ORTli'!O-OR SHOWN \ ·, .. ,, <1~1,!a,;·~,;';" ·-~ ... '"·~··""'\ P.O. SDX l '.,f/29 t-14725 At rn~i PA1KWAY mvr~ff,CAUfOHt-.J!/~9271$ Olf l!"U!C.O!H:IS £Jt"AM!NED. TH£ CONTRACTOR IS REQUIREO TO TAKI': t!UC: PJU'.CAUTtOHARY ,, j:_,~ . ~{?_di-e± ~A Cl:"1;;,,,. 7 ;.n::A!'lURU TO PROTECT TH£ UTILITIU OR STl'I.UCTtiRES l.'IHOWN AND ANY OTHEft UTILITli!:S r:•Li;, O!'t STRUeTIJFl.£.S FOUNO AT THE SITE'. IT SHAL\., BE THE C:OHTRACTOR'9 F!:UPQNSl!!ilLITY TO I t-tCJ-'b fir 'NOTIFY THt: ,OWN!Rt't OP THI!: I.JT!LITIU OR 8TRtJC"TUR£$ CONctmu:o Dtr,,orli!'. !JT'ARTiNO i.WO_fH(_., ·--. S, !f"OBE/?T KALLENL:'3//UGh' ,.,,,. /i&:::E Nt?. 27'787 ; APPROVED UT/t,./TIC5 .CJE'PT. HOAG CANCER CENTER Cl) n -nG'M i); <H,b~wt. . PARKING STRUCTURE ADDITION l:j. TITLE SHEET AND NOTES ,\ii ' 1\101. 1..--t'1 SS.· ',11 OAT" AND CONSTRUCTION QUANTITIES ) ' 0::-DESIGNED DRAWN ,€IC CT ·CITY OF NE\'VP.ORT BEACH CHECKED DATE SHT. OF2>' PUBLIC WORKS DEPARTMENT 14-EB ll/!o/88 - H'OAC~ 1,.-;~::X&PiT/l'L., l S'..Si_...;l;;~ ".°.£.I'.\.~~ I ~) '' ~· '; i ! "I l ~ i~ i1 '; I \\i I.I) -: l<E'.t:HAWWEl. FLOc:>R \F 6 l(J';',1'. N\ANHO!..E Fll-L-114 EJl.l<&T. C::Hl'INNE:L-WITH P.'C::. C. ' \ / Pl.UC. 6X/0T IN& OLe IN MAfiHOLE:, P'L.Uc, E.)(l,:;,,ilcl6 1'5" V.t-.P. -==711;:z.111==========-- SCA!-€' I'~ ZO' \ 2i[;k GJ?gbenc:Bei17,,CWilliamP1ost G& c:Jlssociates r?\ it Id) PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS ~"y__f r;=!J P.b.BOX19739 • 14725ALTON PARKWAY,1RVINE,CAUFORNtA92718 J.J,~ • .:21?clkf KJ!1.:t::Jl II-I0-88 5. ,<?OBERT K4LLENB4UGH I RCE A/0 27"/81 CD-caJe,1: 11;,' v.tr c::;SWf.-R MAt,J. E3Ef7v1Na ?6R err'/ Of- . f.\E;IJ)?ORT B{:oACH •'?fv' ID0 -L.-. . @--CO~';iT, R61f..\fON'.'.E:,17 '.3fAN17ARl7 PRE:-CA€if MAfJHOL-6 • t6 frK t:1fV OF NGVJPORT Bf"A::'.H '81!7. -4-0I--L... @-mN'81: U"O" PIA. PP:6-CA-ST cl!tlN HOLE: P6R t).';7.C. D PW6f. No. '8-33-I . @-R6MOV6 f-Xl?1-l0' xUJe;R. @)-RWN,'fr1<u.c-r fl.DOR of EXl?ilNCi i'!lANHOL.6 f'f,f< PB1:Clll~ @--RfMDVf; f:oX.ISflNb !'5'' 1J.l.P. ,$ Pt.I.lb RfMAINING-fh\J75. G)-RfMDVE-tx1,:;:,·n\-.lb MAN HOL-E', fr PLU& C:1'-.117:5 Of IIJL.e-'i i$ OU1Le.-r-Pl Pf:6 . ®-FILL EXIST/NG 15/NCH ScWE~ WITHONC SACK .54/VL>- 5':U..e<?Y CEM6NT M/X N :Z:1?.0 2'./1 11'1" W 14 ll'l,0=7+-, -----1-------_3z----(SJ -- .. ,, , I eX/f,1. M-H '. APPROVED UTN',./T/E-5 DCPT 11-ci;. »"18'1') HOAG CANCER CENTER ,___.___,_ ___ ~/ --t-----1 91,(:r-~ PARKING STRUCTURE ADDITION DATE BY DESCRIPTION APP'D. REVISIONS R.E. NO. ____ _ DATE N!!II. □ I DESIGNED RK CHECKED EB DRAWN CT DATE fl/l0/,88 15 II SEWER RELOCATION CITY OF NEV/PORT BEACH PUBLIC WORKS DEPARTMENT SHEET /5' OF ZS J./{Z496h '' ,; \ -.~ . , I ' ' f • I I ' 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. RE.QUIRED INSPECTIONS: l. 2. A PHE-GP./\OE MEETING SHALL BE SCHEDULED ,rn HOURS PRIOR TO START CF GRADlNG WITH THE FOLLOWING PEOPLE PRESENT: CWMER, GRADING CON7RACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER. GEOLOCIST, CITY GRADING ENGrnErn OR THEIR REPRESENTATIVES, REQUIRED FIELD INSPECT!Of;S IHLL BE OUTLINED AT THE ME[TING. 1\ PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOf~ TO STAfff OF THE SUB-GRADE PREPARATION. FOR THE PAVING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, OE"SIGN CIVIL ENGINEER, SOILS ENGrnr:.rn. CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTION iHLL BE OUTLINED AT THE MEETING. ~/CUTS:. 1. 2. 3. 5. 6, 7. 8. 9. lO, 11. 12. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL. FILL SLOPES SHALL BE NO STEEPrn THAN 2 HORIZONTAL TO 1 VERTIC/\L 11r:o SHALL HAVE NOT LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. • FILL~ SHALL BE COMPACTED THROUGHOUT TO l\ MINIMLiM OF 90% RELATIVE COMPACTION AS DETERMINW BY ASTM TEST METHOD 1517, ANO APPROVED BY THE SOILS ENGINEER. COMP.~CTION TESTS SHALL BE PERFORMED ,\??ROXIMI\TELY EVERY 2 FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINErn PRIOR. TO PLACING OF THE FILL. FILLS SHALi. BE KEYED OR BENCHED INTO COMPETENT MATERIAL. ALL EXISTING F!LLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED DEFORE ANY ADDITIONAL FILLS ARE ADDED. ;iNY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE AND BACKFILLED. AND APPROVED BY THE SOILS ENGINEER. THE ENGINEERING GEOLOGiST AND SOILS ENGINEER SHP,LL, AFTER CLEARING AND PRIDR TO THF."'PLACEMENT Or:' FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE ST118ILITY AND DETERI\INE TflE PRESENCE OF, OR POSSIBILITY OF FUTURE /\CCUMUUH1GrJ OF, SUB-SURFACE W\TER OR SPRING FLOW. JF NEEDED, DRi'UNS i✓ILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE f-lLACEMENT OF FILL rn EACH RESPECTIVE CANYON. T!IE EX/\CT LOC/\T!ON OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE. /,LL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO i\ MINIMUM OF 90% RELATIVE COMPACTION, ll~D APPROVED BY THE SOILS ENGINEER. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY GRADING ENGINEER. • LANDSCAPING OF ALL SLOPES ANO PADS SHALL BE IN ACCORDANCE WITH THE CITY ,. GRADING CODE AND ORDINANCE rw. 1831. 13. ALL CUT SLOPES SHALL BE IN\fESTIGliTt.0 BOTH DURING AND f1FTER GRADING BY AN ENGINEERING ·GEOLOGIST TO DETERMINE IF AMY STABIL!TY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL bAZARDS OR POTENTIAL GEOLOGICAL HAZ:1RDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEMD NECESSARY TREATMENT TO 14. 15. 16. 18. THE CITY GRADING ENGHJEER FOR APPROVAL. ••• • · • • •• • • .. ···-· · -\ \.JHERE SUPPORT GR BUTTRESSING OF CUT AND NATURAL SLOPES .rs DETERMINElJ TO '·. BE NECESSARY BY TilE ENGINEERHJG GEOLCGIST 1\ND SOILS ENGIN~.ER, THE SOILS ENGINEER WlLL SUBMIT DE.SIGN, LOCATION AN!1 CALCUlAT:ONS TO "THE ClTY GRADING ENGINEER Prl!Oft TO CONSTRUCTION. THE. ENGINEERING GEOLOGIST AND SOILS ENGINEER SHAU .. INSPECT M:O TEST THE CONSTIWCTION OF All BUTTRESS FILLS, AND ATTEST TO THE STABILITY OF THE SLOPE AND ADJ/\CEfH STRUCTURES UPON COMPLETION, WHEN CUT PADS ARE BROUGHT TO NEAR GRADE, THE ENGINEE!UNG GEOLOGIST SH!ILL DETERMINE IF THE BEDROCK JS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRA.NSMIT NATER. !F CONSIDERED l•:ECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED Fili. BLANKET WILL BE PLACED. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADHJG. NOTIFICATION OF ~WN-CO~PLIP.NCE: IF, IN THE COURSE OP FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THE ENGINEERING GEOLOGfST OR THE TESTING AGENCY FINDS THlff WORK IS NOT BEING DONE. I.N CONFORMANCE WITH THE APPROVED GRADING PL/\NS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITHJG TO THE PERSON 1N CHARGE OF THE GRADING WORK AND TO THE CITY <SiK'AP/Nq' ENGINEER. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF MECE.SSARY, SHALL BE SUBMITTED TO THE CITY GRADING ENGINEER FOR APPROVAL. I DOCUMENTATION: L 2. il.N AS-BUILT GRADING PL/1N PREPARED BY THE CIVIL ENGINEER; INCLUDING ORIGINAL GROUND SUR.Fi)CE ELEVATIONS, AS-GRADED GROUND SURFACE,.,£1.EVATIONS, LOT DRAINAGE PATTERNS ANO LOCATIONS, AMD ELEV/ffIOMS Of ALL SUfffP,CE MJD" SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE \HTH THE FINAL APPROVED GRADHJG PLJ\N, AND STATE THE NUMBER OF YARDS OF CUT ANO/OR FILL MOVED DURING THE OPERATION. P1 SOILS GR.ADJ NG REPORT PREPARED BY THE, SOILS l:NGHlEER; INCLUDING LOCATIONS AND ELE.vAT!ONS OF FrELO DENSITY TEST, SUMMARIES OF FIEL" ANO Li\BORl,TOllY RESULTS AND OTHER SUBSTANTIATING DATA, ANO cm,MENTS ON ANY CHr,NGES MADE DURING GRADING AND THEIR EFFECT ON THE RECOM!~ENDATIONS MADE IN THE SOILS ENGINEERING iNVEST!GATION REPORT. HE SHALL PROVIDE l·IR!TTEM • APPROVAL AS TO THE AOEQU,,CY OF TIIE SITE FOR TliE l!ffEIJDED USE. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST; INCLUDING A FINAL DE'.iCRIPT!ON OF THE GEOLOGY OF THE SITE, INCLUDING Arri NEW INFORMATION DISCLOSED DURING THE GRADING, ANO THE F.FFECT OF SAME ON RECOMMENDi\TIONS 1NCORPORATED fN THE APPROVED GRADING PLAN. HE SHALL PROVIDE 11RITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE IMTENOED USE AS AFFECTED BY GEOLOGIC FACTORS. : 6; . 7; s. 10. 11. 1:L 13' L 2, 4. 5. G. o. ':'HE S01LZ 'ENGH1££.R SlJ;d,':'.. .:lJRMJ:T THE NW~1ECT'S STRUC:l'l:RAL SEC'rI(l~ 'REC0:1!'1)1-:W,CA'l'ION(Sl '!O 'rltE BU.TLnING' DEPARTMENT, Bl\.SEl.:· ON TIIE Hl'l-.1 'P.' V1'Lt:E{F,) J.YiD TRAFFIC· !tU;JEX\r'.Si, FOP. J\Pi'ROVAL PR;'.f>R '!'O EST1'BL1SHMENT OF FI!<AL SUBGR~,D£ ELSVl\TICNS. SUBGR4DE S!lAL"G BE C/)c'JIOM"i'i'T, ·re A MI:--.1N1;M ()f' ';-~>, Zi.ELAT.::VE cuM?ACTION, ,'.NCI !JKY!ELDrnG PR:ton 1'0 PLACzt,JENT OF AGGRSGA'.::E SASE; A:PPKOV?lJ BY THE S~IL'> F:NGUl£.ER, A.'sb THE oe::;;::aN c:rv:::L BNGINBEF, /V.:;GREG!>.TE BhSE SHAT,L ..;c'!NfORJ,; TO PROVISIONS E'CR t.;NTREA'l'ED D~SE A-S S'.l'A!:'E!l IN THE CUhF:F:NT EDITION DF 1'llF. STANDARD SPECIFICi\T::iOH FOR PUBLI:::: WCRKS CONS'::RUCTlO!L AGGRSGHJ:'E DA.SB f'LACl::MEN'.'.:' SHALL BF, /1.l'PRO.Jf.!p BY THE t~OILS ENGlNBER H'.HT!NEHT TO COMPJIJ.:TlON, MlNUIU:•1 qf :15% SEl,A'rlV£ COl1PAC1'ION, l\Nfl CONFOR!1ANCE 'i'Q DESIGN THJCKNESS{ESl PRIOR TO ?LACE!1ENT OF N>PHALT CO!iCRE'.':E. A f'RnlE COAT MAl BE REQllIPl'm SY ·rnt EUI:.n:tNG DEP1'-.RT1'1Et,;T PP-10:l TO .PLJ.C'.El'ICHT Of' ASPl!ALT C'Ol-<'CRBTE. lF !lEQUIRl':D, '!HE SVRF"-CE 01'' THE UNTREATEh .11.GGREGl\.TF. BASE ::'HALL BB COATED WITH fJ.25 GAL/YD2 rw SC-70 Oil SC-250 1.IQUlD J:.SFHA::.T. TASK COAT AND ASPHALT CONClU.'TB SHALL CC):ffORN '1'0 t'i10VIS';ONS AS STATED 111 T!,E C'.,:AAENT EDITION OF THB S'l:ANDAI<D SPEClr!CATION f'C.'f'; P1.IBL!C WORKS CONS·.::RIJCTION. I·L/\CENF.NT OF A.,'::PHALT C:0N'CRETI: SllhLL B~ INSPEC'!'EO A-"4'D ld:PROVED tJY ETTP.En A "R.EERESENT/\,TlVE OF THE so:n.s F.NG'INEER OR A QUAL!FJED PPSEl'IJF'N'.r HIPSECTICN SPECli>.T.!ST, FEL!'.:•;;,wr TO EQ\Jll.'11£.NT mmo, TE}:PERA'!ORf. Of' LOADS, AND DEPTH 07 DEN.SHT€D ASPB;..L'T' CONCRF:'::E. AN EM1.•Lc"ION-J,.!'.;GREGATR Si,UR.<lY i-:"Y BE R!CQtr:amo BY THE B\J!LDING DEPART~lt:N'1' Al-ID rEE CO".'i.' sm,LL CONFORM -ro TBf. l'F.OV.1SIONS l\S S'fl,TED IN 'TT-IF. STh.'<D~.RD SPECIFICATION FOR P!JELIC WOnKS CONSTRUC':rl:)N, S'I'RIPING SHALL CONt'-C?.M '!'0 Pfl.OVlSlONS AS s·rATEiJ CURREN1' EDITION OF ST,Wt~RD 'SEECIFICAHON FOH WORl'·. COITS'lRtlcnoN. Tl1E BUlLlJI?,:G DF.!'l'•J>,nr,,:w;o WU.I, 1',C:VE A l:'!NAL PB1,8ASi': Wfff,t,;' THE ro:,L:JWI\\G HAS BEEH AFPROVED: AJ DESIGN '.c;"VH~ ENGJ:NEER'S C~R'rH'l'.CATIOll or Lrnr: AND GRADE D) SOILS Et1GWE:ER' ~ l<SPOR':' C) Bt;!LD'::N,:; DfT·.1>.RT!'iSNT'S I'Il!LD !N.'oPECTlON !1F NECE:SSAF.'l:, TRE PA\'!.MENT ;',i,',1,). ms WATER TESTED TO VERIFY P?.OPER DRAU<AG:Cl P,ILURE '1'0 REQDES7 lNS?E2TI:Jl-!''. W1LL r,£SULT 11'1 FOPFf:T'I'1JR£ .'.lr, C!,f:A.'HJP. iJ:2PCS1T, Al ·rilE A?~ROPRlA':rB TrnE ':i·'"· COr-1STRDCI'l'CN SITF. STORM DRAW !?Il?E .S!iAt..L CONFORH 'i.'0 '!'!lE t'OLLOW!N3.- A, PIPE AND k'J.T'l'INGS 15 rncm:s OR LARGER S!lALl:. BE rn:INl'CRC8D CONCIH:~n: PIPE ( 2000D), Li, f:i:PE & Fl'l'L'lNGS 12 JNCIJES IN DIM.ETER OR SMALLB11. SHALL BF. PVC SCl!EOULE ~0 PIPE, l\DS SCHEDULE 4C • E'I?E, I'VC (.lRAVI'fY 5EWEil PIPS (SDR-)5) 1 ;'\,DS sor.:::::s WALL PIP8 (SDR 3SJ, OR EXTRA STREllGT!l NCll-itEtN!:ORCED CONCRCTE l'IPI':. S'rCRM DRAIN l'XPE INS71\LLh'l'lON Stll\LL CotWORM TO '..:llE PP.OVI sro~s CON'l'AINED IN SF.CTIO!'!' JQE, "1JNDE!1CROUND CONDUIT INSTALLJ\T.!OH" I!l 'l'!m S-:r'/\NDJ,HD .$l'ECIFICJ\'I'IONS FCR P\J[lLlC WORKS CONS'l'IH!CTION {CURRENT ;:Dl'nON), llEHEINAFTER HEI'ERRED '1'0 AS 'Ille SThND/1.RD 51'EC1FICA.TIONS. STCRM PRi\W l.'IPE IlACKFILL UNDEiUlEATJl '-'RAfl;"I(; AHEAS SllALJ:, WI.VE i\ MLNHiUM Si\l!D EQUIVi\f,Ell'.!.' OF 20. J.11.'!lVJ:~ MATERIAL MAY DE USED ON;'..Y IF l'...' MEETS THIS REQUJREHFNT. STCRH DRAIN L'IPE OACKF!LL UENEhT!i llOU-'l'Ri\FFIC ARE1'.$ MhY. BE NA'l'lVE M]>.TERil,L, STOR1 DRAIN PIJ?E JJEDDING .SHALL CONFORM NEWPORT BBAC!l STD-105-L, TO CI'.lY OF WSTALLATlON OF $TOf<l1 DRAIN PIPE!, BEDDING, 1-.ND Bi\CKP!LL SHi':U, Ill': 1"SJ?EC'l'ED 1'.l-10 !",?PROVED BY TllE SOILS l:,NG!NEER, REINE'ORCED CONCRETE PXPE SHALL CONFORM TO TllE PP..OVISJONS CONTAINED !l1 £:EC'.I:!Oll 207-2 OF Tm: f;1'ANDAlm SPECinCXl'IONS. PVC GR/WI'l'Y SEWER PIPE Sl!!\LL CONFOI!M 'l'O "..'Hf. l1HOVISIOFS CON'tAINE'.D IN SZC'TION 207-17 OF '1'118 STANDARD :Ot'BCH'ICi\'l'lO!lS. ADS ::;OLilJ WALL COJlTAlNEV :m SPECIFICAT!ONS. ;.•r:PE SHALL COUFOR!1 '.l'O Tll8 1movrsJoNS SBC'l'IOll 2G7-15 Of' Tl!lt S1'AllDAliD ABS SCllEDIJLE 40 PlPP. S!lALL CO!-ll?I:t WIT!! AS'.rM D 2561 l,ND S!!Al,L DS INSTALLED l.U ACCOROl\llCE WITU THE REQ\J:CR.El1ENTS OP TIIE U:Hr'C!1M l?f.UMtllNG CODE, 11). t'VC .SC!IEDULE 40 l'Il'E: Sl!ALL CCMPf,¥ li"l'l'll AS'lH D-1789 AND SHALL nr. INSTALLED IN ACCOHDANCii wr.m TJIE ll.EQUIRE,!1EUTS or T)rn L'N:'.FORM PLUMBING CODr:. : 11. EXTRA S':.'RENG'f!l NON-lmim.ORCED CONl'Cma TO Tl18 REQUIRE!•:EN'l'S OF G'l'l\l;DARD SI'ECIJtlC;w1011s. CONCRE1'E PIPE: Sill,Lr.. Sl::C'l'ION 207-1 OF T!,E EARTH QUANTITY ESTIMATE I'l'EN cu•r FILL 1------------+-------------,----------··----; 1 CONS"fRUCTiON NOTES: i. (~}.>, (14) /"''", i 15 ~ •., .. .J (23'.) ,..,-,.' I,,. ·i '=' !2.s\· '· ' ·.,.~. CONSTRUCT 4" AC/I," CONSTRUCT 1!" AC/6" AB. CONS'TRUCT 3" AC/4" AB. CONS'!:RUC'l' 6" PC. C. C.UR6 .?NO c;urre...e PC,e:. • 'N/iiW/:f:J,'<r BE4Cl-/.:.-G/.O~IB:Z-L~. i.TVplf._ ,AJ, CONSTRUC7 6" '.tYFE "B" PCC CURB PER CITY OF NEWPORT BEACH STD. 182-L. CONSTRUCT 6" TO PLANJ CONSTRUCT 5' WIDE SIDEWALK PER CL'l'\:'. OF NEWPORT BEACH STD. 180--L. CONSTRUCT 3"XEi" F'VC. KECTANqUt,..,J,.R. PIPE ' CONSTRUCT 'C/ W:WE CROSS GU'l"J}J.;.;R PER DEW.IL P0?. CiTV GT0-185-L. , , I i SAW CUT AIYD fl£M~Vi!. £/i/,Ti/VG A. C. PAVEl"/1!.NT AND REPAVE WITH 3 11 A.C.j4"A.B. r:o,ve,r,eucr 4HAc/e"A8. RE!llOVE EXIS'.r!NG TEMPO.RARY ACCESS Ra4CJP.4VEMENT'f f345E MATERIAL''. REMOVE EXISTING CATCH BASIN AND PIPE, CONSTRUC'.!' SINGLE t-lETAL IJE:Ail'l GUARDRAIL CA!'.,IFORNIA STD, A-77. USE: TYPE 7 "r'LhFE. PER STJ1TE OF REHOVE EX.ISTING RETAINING WA:UL. COA/Gr/c.:':" . .JCI /1VT£G/f.";.,~L VLl:Cl'.:1E3,.'.E /./£::"IGH'r Ct.JRB Ar ,:¼.::,;.;:·· or-::,;o~rv:'-1L/C. CONS'fi{(JC'f 6" P,C.C./ G"A.8- CONSTRUCT NE..f/\,' MANHOl.£ Nl::CK .PC.R C.17)-~ OF A.l&WPO;:;.;:.r 8EACI-I .STD. --401-L. ADJUST MAl'\THOLt: TO GRADE. CONSTRUCT 4' WIDE_ VAL.LEY CONSTRUCT PEC-ESTP.IAN ACCESS RAMP PER CITY OF NEWPORT BEACH S'l'D, 181-L-A CASE "E" AND PER DETAIL OA/6,LJ7", '7. CONSTRUC!TB" AC/4" A.B. a,crc: .. e TR.L//L,. REMOVE EXISTING ACCESS ROAD, (3"A.c../4"A-8) ;21:3J,,f,p VE EX!Grr NG· SA . .../OEJ.A.&G. RECONS'1'RUCT SEWER LATERAL PER DETAIL· ON 6.4EET f3 R£l.OC£iTC EXl5ThVG BTREeT L/Cif;;..tT 1 A.PPu,eTC,VANCG!'S. eax 4 $qvc(e.Xl?TIN0 c.:c>?....ALT~C- REr-lOVE AND RECONSTRUCT STORN DRAIN AND APPlJR'l.'i,N,\NCES. CONSTRUCT COJJCit'X'!..TE DR:-4/N PE?-/2 OE?/,,!../l.,.: p;..,! G!-17".: ;3; ,E'EMOVE eXl6rtNG C6P D..e4IN, INC.,£( ANO t-iEAOWAl.l..i reeMCV.8 OJ<: A6<'JNOQN £KIS7/rVG CONl✓C-CTtJ/4:? P/P& BY ,Al l//l/(1 WtTf..l DA.IE :'3ACK SAN0-6/..UR:RY CE'MCNT ,14/X. :- REMOVE EXISTING TERRACE-DRAIN. REMOVE EXlSTING CHAIN LINK FENCE. REPLACE EXISTlNG L.l\NDSCAPING CONS'l'RUCTlON A,O)U!ST WAT;;:.,-e VA.:'..V,6. TO C:,,tt:4,aE._ AD.Jl)'ST CCEA.NOOT TO GR.,:JDE,.. REMOVED DURtNG REA1CVE.. CX:J::,';Tl,VQ CU;";:B (OR CV!c?t3 ANO c;urr:::.F-), R..EMDVE. EX(:STJN{i COAICJeEre CjUTTE/2:. R'EMDVE E.Xl:5T!N(i C:1RAre /,A_/l.ET AAIC? CO/I/Neer 7V ROOP 41'10 COJ,/c;,eljBA"'?!'. Oi2A I f;/6 F0/2. l liJK TOWeR 1'2l=M0Ve £Xl6TIA1G COt,/CReTe CHANt-./eL. 1-···, rSO .1 '.,./ CONSTRUCT 6" STCJRA-1 QR,,:J./N P/pe:. CONSTRUCT ,12" P.v.c. GR;o,,.TE INLB'l' {NDS~·1'2200R EQUAL) {:OIi/NC.CT TO t:::X./!5T .:5n:JRM DRAIN. ';cmJ5TRUc7.-·· 90 UBL£: ROW..ciF.. .BAJ../OBAGS r'ti.?.e £/32S/O;:/ CONrRCL)PE/2 OE'?'AIL CJ.I 5f/&Er:9, CONSTRUCT CONCRETE COLLAR PER CITY Q"i:' NEWPOR'.r BEACH STJ). 313-L. CONSTRUCT 18" R.C.P. (2000 D) STOR,.ll'J DRAIN PIPE. CONSTRUCT CURB INLET TYrE OS PER CI'l'Y OF' NEWPORT BEACH STD. 306-r,. • CONSTRUCT LOCJ\L DEPR~SSION PER CJ:TY OF NT~l1POR'l' BEACH STJ\NDARD 304-L. CONSTRUCT 24 ''X-z4' CATCH BASIN ( BROOKS PRODUCTS No.24,24, WI':'H TRAFFIC GRATE OU E!QU-AL) P£R DETAIL ON .::;Hr?. CO_NS'L'RUC':' CLEA.~OUT PER DETAIL ON..::,HEE.T'7. CONSTRUCT JOSAM 35430 FLOOR DR1\.IN OR EQUIVALENT. CONNECT STORM DRAIN AND WALL SUBDRAIN PIPE. CONSTRUCT' ,'5TCR'/,1.~/N' CON/VECT/OA/ ASSE/vf,BL Y CA.SE Z, A'.';:,E;' CITY ,;:,p: /VEk-VA-.,,.C::T8E-LiC,4 STD. OH/6. NO. 3/.E~C... PLUC mm OF 12" R.C.P. WlTH 6" P.C.C, C01--1ST.Ji?:1.JCT ;Z '' £,TDR'11! DRA!tV CON5T.RUc,r 'T/f?CAJCH DRAl,-V FER DE.TAIL Oi'✓ Sf.lE.ET"J. CONSTROCT .)OAICT/01\/ STRUCT/jge Nt'J.·Z PEK CITY CONSTRUCT Q.RATE /NU'::T L-..?4Y ~-SMITH EQUAL; A "'"Cfl"). Z57D, OR CDNST /S"RC? {Z'OOD..O) :5TORM OR4/N,,C"/Pe-7" ' .iii.TE QEWAL,E.R:INQ )lS :; ..... .-' CONSTRUCT INTERIOR SVBDRl:,.Ul PER DETAII, ON SHEET 7. CONSTRUCT EXTERIOR SUBDRAIN am DETAIL ON SHEET 7. CONSTRUCT 6" STOR!<l DRAIN. CONNEC'I' TO EXIST. STOR."111 DRAIN PIPE. CONNECT STORM DRAIN PIPE TO Gl\S MITIGATION PIPE WITH 4" SOLID MIT!GI\.TION PIPE WITH ~" SOLID WALL PI?E (PVC OR A.13S}. CONNECT GAS ABA':.:EMENT-SYS'l'EM TO EX!STING STORM DRAIN. CDN0T. G,P /NTCRCEPTQ/'t:' SUBDRLIIN PER SECTION X-X ON :31--17: 7 CONST. 48" MAN/.IOL.£' PC/if' CITY OF NCW?O,.ZT BEAC/..1 Sn::>: -40)-L CONGT STORM Drf'AIN CONNCCnoN 455cMBL.Y CASE .r P'Er{ CITY or NEWPORT eca:::H STD. -.3/Z -L TITLE Slf££T -' RAW VOLUMES NOTES REGARDING EAR1'i-i\10RK QUANTITIES I. 2. 3. PR!:C/SEG"RAD!NC PLAN (lc?F5) , PRt:.-C!S£ GRADING PL4N(20F8) ' 1-----------+---------------e--------------1 I SHRINKAGE ( 10~;) 500 c.Y. >-----------+------------+-------------------! SUBSIDENCE {O!O') -·· ... _,., • I SUBTOTAL 21, ooo c.Y. TOTAL 21,0DO C.Y HOAG CA..t..:ICER CEN'TER -1000 WEST COAST HIGHWAY NEWPORT BEACH, CA 92663 1,000 CY 2. 3, Z.1,000 C.Y. Z:1,000 C.Y. BASIS OF BEARINGS ------------- THE .. QUI\NTITIES SHrn•1N A'? LEFT. REJ?RESEN'l' THF.! ENGINEER I S ESTIMATE: AND ARE PRESEN'l':t:D FOR TH6 C:ON'I'RACTORS ! CONVENENCB ONLY. VALUES FOR S!IRINKAGE /\ND SUDSIDENCE ; ARB ASSUNE9. nm CONTRACTOR IS DIR'~,.:P TO PREPARE ms 1 OWN QUANTITY TAKE.01:'F A.ND I\DJ(lS1' HIS DID /\CCORDINGLY. THE CONTRACTOR'S ATTEN'rICN IS DIRECTED '.l'O '.!'HE lNCRENENT ' NO. 1 ROUGH GRADING PLANS (SHEETS CRG-1/CRG-::'J). THE QU,\NTITIED l\'E LEi:1' ARE DASED UPON COMPLETION OF 'r!lE :i .. WORK SHOWN ON THOSE l?LANS. EXCESS OR SURPLUS MATECUAL SHALL BECO!·JE THE CON'l'RAC1'0R'S PROPERTY' AND SHALL P.E THANSPOR'l'ED J\ND DISPOSED AT OFFSITE LOCATIONS, !N ACCORDANCE WITH APPLICABLE ORDINANCES hND REGULATIONS, AT NO ADDITIONAL COST TO THE OWNER .. REVISED CL/RB -/'IEW CONCRETE 4, QUANTITIES OF SURPLUS OR EXCESS MATERIAL ARE APPROXU1A."rE ONLY. THE CO:-!'l'HACTOR SHALL S,\TISF:i HIMSELF 1 THAT THERE IS SUFFICIENT MATERIAL AVAILADLE FOri '.l.'l!E COrll'LE'I'ICN OF FILLS DEFORE DISPOSING OF Ji!l'l SURPLUS ' OFFSITIL ANY SHORTAGE OF HATERIAJ,, CAUSSD DY PREMATU~E: DISPOSJ\L OF SURPLUS MATERIAW SHALL DZ REPLACFD AT NO J,DDITIONAL COST '.!:'O 'l'HE OWNER, PRECISE GRAD/PG PL,4N(30F5) ti: :PRECISE GRADNIG PLAN ( 4 OF5) G _::pf?ei.,,GE Gl:?A/7ff,/G.:P[Al-/(5 O.E5) : 6tTe DEWATE./i?/NC. PlAN 7. 8. -JSECTJOA!i3 . . • -9. •• Den>, 11..5 ilJ, l-iOR!Z.0/JTAI.. CDNTKDL PI..AAJ r--•',. ._.-.-~ '"~~-~:,-, ::,~: ,n, :,.•.:.~:,.~.,:•;~_•.".~ • •~• ... ~ii ,''''.,c • ~~ ,,,, ' ·.:•.,::.,.:: •. , i'.-,''.f .. l,.';,-'.o! / ' :::~·'.-.::.,:,r·,"·•,_~[-,;: . 1· :.,;., ~-.7.:"u,.··.:::"'i. l ._, :,u(.c~.1,:;::.~. ,.;--,_;::,:·1;'., 1 . _,._.,,_,,_, ____ · .. ·-•·· .. --I UNDERGROUND STRUCTURES CITY OF NEWPORT BEACH BUILDING DEPARTMENT EROSION cor.rrno:~ SPECIFICiiTIONS GENERf,L REQUIREMENTS 2, 3. 5. 6. 7. 8. 9. 11. / • 12. 13. 14. Ei. ALL liORK SHALL BE IN ACCORDANCE WITH THE NE,IPORT BEACH, THE RECOMMENDATIONS OF THE SPECIAL REQUIREMENTS OF THE PcRMIT. GRADING PROJECY CODE OF THE CITY OF SOILS REPORT ANO ANY TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE EIW OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 3o;. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF TflE WORKING DAY t,JHENEVER THE DAILY RAINFALL P,WBABIUTY EXCEEDS 50%. A STAND-BY CRE,/ FOR EMERGENCY lvORK SHALL BE AVAILABLE AT ALL TIMES DURJNG THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON S!TE ANO STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT!ON OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. DEVICES SHALL NOT BE BUILDING DEPARTMENT. MOVED OR MODIFIED WXTHOUT HE APPROVAL OF THE ALL OES!LTING BASINS SHALL BE CLEARED OF SILT, AS NEEDED. TO PROVIDE THE NECESSARY VOLUMETRIC CAPACITY, AND STANDING I/ATER TURBID-FREE OF SILT SHALL BE PU:v!PED our OF THE BASINS TO ASSIST IN kt:EPING THE votUMETRrC CAPACITY AND ASSISTHlG IN SILT REMO\/AL ALL SLOPES AT THE TRACT PERIMETER SHALL DRAH! AT THE CONCLUSION OF EACH WORKING DAY. AWAY FROM THE TCP Of SLOPE A GUARD WILL SE POSTED AND/OR AN ENCLOSURE OF WATER IN ANY OEVICE EXCEEDS TWO FEET. ESTABLISHED WHE~EVER THE DEPTH PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE lHTHIN THE TRACF !S LEFI TO THE DISCRETION OF THE ENGINEER. THESE DEVICES, IF ANY, MUST SHOWN ON THE PLAIJ BECAUSE THUR PRESENCE IHLL AFFECT THE REQUIRED CAPACrTY OF THE DESILTlNG BASIN. • OUTLET CONDITIONS ARE NOT TO EXCEED DOi;NSTRE/\M llM!TAHON, IHTH EXCEPT!ON OF OVERFLOW WHICH IS TD PROVIDE CAPAC!lY OF 1.5 Q. IF EROSION CONTROL PROBLEMS OCCUR THE l'.OIVTl¼:TDR SHALL CORRECT THE CONDITION IMMEDIATELY PRIOR TO RECEIVING A CORRECTION NOTICE FROM THE CITY GRADING ENGINEER, BUT IF A NOTICE IS ISSUED ANO THE EROSION PROBLEM IS NOT CORRECTED THE DEBRIS DEPOSIT SHALL BE FCRFE!TED AND ALL CONSTRUCTION WORK SHALi. BE STOPPED UNTIL THE PROBLEM IS CORRECTED AND A NEW DEPOSIT iS RECEIVED BY THE CITY. THECONTRJ:CTOR ANO THE CIVIL ENGINEER SHALL l<EVIEI-I AND COORDINATE CHANGES IN THE EROSION CONTROL SYSTEN AS THE TOPOGRAPHY DICTATES DURING THE GllAUING PHASE. THE STANDARDS TO BE USED IN DESILT!NG BASINS CONSISTS OF: DESIGNING THE VOLUMETRIC CAPACITY OF 4. UNIVERSAL SOIL LOSS EQUATION FOR SILT L0,1D RATIONAL FORMULA FOR WATER LOf\O 25 YEAR STORM OVERFLO\~ DESIGNED FOR 1.5 M11XV'1UM Q. IN CASE OF EMERGENCY, CALL 'TDM 8/(CJWN AT 76,tJ-::..z 70 "("'r-e'"·s~p .. o~ns~,,,. b~l.'e""p"e"'r"s-o-n"') '-1"2-"4""'h~o"'u=,.=p'-ho"n'-e-n_o __ ) ivORK ANO THE UNDERSJGNEO CIVIL ENGINEeR I-JILL SUPERVISE EROSION CCNTRDL VEli;FV THAT IW?J( '/, IN _ACCORDANCE »TH THE APPROVED Pl.ANS. -2::,t';;,&iJ:_ ~~I, !f-'t-88 (Signature) (Date) '.J T.C. F.L, T,W, G,B. F.G. F.S. INV. C.F. ~l'.G. F.F. C.& G. F.H. T.S, .TOP OF CURB FLOW LIKE TO? OF WALL GRADE BREAK FINISH GRADE FINISH SURFACE INVERT OF DRAIN CURB FACE TOP OF GRATE FINISH FLOOR CURB & GUTTER FIRE HYDR/\NT TOP OF SLOPE lEGEND FINISH FLOOR HLEvATioN\ FINISH CiR.4.0E EEVATillN re-TOP OF SLOPE --~-~..----TOE OF SLOPE ---- (.30) -. {~~<VJ - B,W, H,P, FLOW RATE SWALE HIGH POINT PROPERTY LINE CENTERLINE FLOW LINE EXISTING ELEVATION FINISH sug:FAC.e: ELEVAT!DN BACK OF WALK HIGH POINT FINISH SLOPE AREA \·, " ' l ; I = RE'I'AI~ING WALL STEFS ELEVA TIDAi FER r!t_'_/' WtOEiVlrJCj ?/./.lAl r,,;-,-R_E_M_E_l\l_T_N_2_"' -i.i,,C .. ~ SHEET ' ' -----... ~ CPG .:. 1.;· ,. '' 1 '••~,.,' \•o . \l\ ,.'.'.' . ' r I I / I ' (· -f--~ ••.... __ ! ' I ' j / I • se.e. DeTAIL "o" ON SHE.ET CJ l I I I I \ \ \ ,"""'°' "'~"•'•W••"·"'"~'"~"•''~' ,::· / '\ .,.,i .. ,.,- ·-« ., ............ ~ ... ,-----··" ,.,,, ,. ••"•' ,._.. .... ~- " ~ ........... ., . 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GRoG/0 f-:I_CONT7204) PB"' OET ON o/-1 T-8. ' ' I • • --~- :'¾': ...... ,,_ C . 1 1 ',,/ ',,,. 3G 1N/S· /6 / L: /Ff/ • "" "V ,a '"~. /'\ J ,;_"'_,/i - 727 1---- "' ___ ,,. '". , ..... \ . -~--··· • --•• " .. ----· • \ \ \ BTOl':M D/f:AIN ?£fa: CITY-CALTRANS P.CH. WIDEN/Ne; FLAN (.N./.C.) -TYP. "'C. •'':' ...... ,r \ \ 1 ' --1 • I INCREMENT Nll 2 SHEET t .¢; .• ,rcCC-?=t· .• ~, ~--==~-=•==-T,=4;,-£"'":"'.'."':''.'0:'~-~r=,-~3'.>'':C~~:.,~:~·::L,~.::,;::;:.:;-::~"'.' . ---~~ -=' -~~·~==~• =• ======·~~======-~-=~•~· --===-=:=,:,::,========-==·=====-=-=··=-==•=•===== -•==-===,:::,:;::===~·~======•===•=====----------------===========================-------=============================c==-======================-==nn I i i I Ii I 11 I _CURBf GU/TE/<::' P.E,/4;;" CITY STD ·18:?:·L EQ "'3 t'iL!R DeTAIL EA'CE?T AS .-WOO/FICO J-/CK'CO~ .4LL Nc..?A:K 8f-14LL. a::vvr-0,e-M TD CITY OF /✓c".P✓,.-:-:Z,.,er BEAC,41 STD. -/8C)-L NOT£-:_ DET4IL5 ':4' Ai'/D 1'8 11 APPLY /7) T,</cL/l'✓IITS SHOWN ON SHcET CPG-4,4 ONLY. \ ' ' ' \ ' ' I i ,._ ·, .• ,_',. I -.,~, -....... ----~•-·•-·-·, 1 I \_f _ .. -, .,_, "" ·----(_'--' I • 1-,' ,. ' ' """ '-1-- i ' ""' /~ ' ' .. ' -- 4' C0/1/ST.R'l!CTION NOTeS ~~i?~!.t~' .. if~T._.,1:, "1.~! q, .~4§,, ........ "· • .. • .-,-• rj\ CONSTRUCT c;,,, ryr-c ... :;q,, PC.C. CURB -~U-✓O Gurre..e P/;;R C/T}I". • '\.~ Q;::" NEWPORT Ee4CU STD. /BZ-L. (MQDIP/EO q-x~ .:'.A:::;"/::z'IL L(;..!EREON) 0 CONST/i?UCT c;,N TYPE "'.B" P.C.C. cu~a PE~ CITY OP NEWPOR:T 'Gr--EEACN" .sr.o. 182-t.., f7': C.Olv'!5TRUCT .5' WID& :31.0C:WAC..¾: Pe'R C/TY or /VCWPO.eT \..I_'_)--BEACH .STD. IBO-G. t.W1T/✓ (RXU'XIDX/0. WJ,V.lv{. PEf?DeTAfl IZJNHc:iE"'er.JNJ., (/3, R'E/'.AOVC ptBTING A.C. r;4VEME,,VT A./1./D .BASE. @-REMOVE £,(/ST/AIG CATC.."'fol 846/iV ANO P/P£. r:;:--,,. -COA.JST/eUCr BINGc..e /WCTAL-8£,4M Gc:..t4;E'CJ/i<:'"AIL PCK i/,EJ--OP CAL.I..C:0,-e".AJ,~ STD. 4-77. use 7YPC 7 /°c:':A..k?e. sr4re (10--,~&MOVE SXISTING RET.4/N/A/G 0✓-4Ll.. ,_. ®-RC:l'vJQVC E.t/ST/.-\Kl CI-IAIN (j/\J.k:. . .C-E/\JCe. @----· .. --··-R.c-Move £A:1sr.vva Co/\./cKere aurrerc·. (~RE'MOVC EX/$T/NO GRATC /.-VGeTCO!'e. r-ee/VC,4' D,"<:',4/N)AA./D \C,1/ C.<IST(A/0 8 '~ ¢ 5Tde/l.-1 DRAL-V. ~Re11.1ovE £X/£Tl,VG CONC,R.'E'/·c C/.-IA/✓NeL @--coNSTR'UCT 18 ".,?.C.P czcoo D) G(Ofi'::'/Vl D,E"-4/A/ r-·:v,=E (,:::~ -• _COt'.JSTRUCT CURB hVLe:r ry.,-=e· "'os "PC,~ C/TY OP ..A✓EJ-1/A?k'T ~ B&AC.4 .STD. 30&-L:· r;;f)__coAJSTRLICT LOCAL .OEPRCSSICN PeR c,--;,-y o,,c;· A,/CJ-"./Po.er ~ BeACl-1 51-:0. .3C4 -C. . ~--PC.l/G &VO OF /Z··" R.C.r': WIT/-/ e,f' P.C.C. fZ-i'i CDA/STRUCT JUNCTION .STRUCTURE A/?.. Z PE~ CITY OF ~ NEWPORT ele:ACI-I .STD. 311-L. ® :I JE>e1v1ov.e E..tl.;;ST//VG CURB {OR.CURB AA/0 GUTT£?-) : --~i'oNST"l<UC7-_DOUBLE !<'?OW' op· GANDBAGG (,..r""'L--?R : . ..:. E!:IZOG/OA/ COl../TROL) PE/.i2. DET'A IL Ol../ SHEE:I 9~ ! ~ ~ACUusr C/,.E,4\VUT ,i'%) G,~AOC @;-c--.,r;;/,JBT. /2 1" GR4TC /NLG"T U,/DG OR G"CJU,4t,.) ~--COAING'CT TO G:~/6T. STORA--! DR.,<1/N @r G:JN!:.--T. 15 '' lft:P {ZCX)OO) 5TQ/4;"A.-f L,.R-24/,A./ P/P,.5' ~cor.Jsr. [)OUBLE Row or 6:4N.O,B.4GS CFO.~ E..Rt:J8/0.-V <'-Oi\i7~L) PC---? £:cT-4/.c., ONSH.7: 9 I HOAG CANCER CENTER • { SHEET· ef16;;.~.~A" I /9 i ·- I ! i _NOTES REGARDING EXIS~ING IMPROVEMENTS 1. 2. 3. 4. 5. 6. 7. THE :-LOCATIONS SHOWN OF EXISTING UTlLITY LINES ( WATER, SEWER, GAS, ELECTRIC AND STORM DRAIN ARE BASED UPON RECORD INFORMATION AND ARE APPROXIMATE •. PRIOR TO ANY EXCAVATION THE CONTRftCTOR SHALL NOTIFY THE FOLLOWING~ A. B. c. D. E. UNDERGROUND SERVICE ALERT. CITY OF "NEWPORT BEACH U'l'ILITIES DEPARTMENT SOUTHERN CALIFORNIA GAS COMPA.~Y SOUTHERN CALIFORNIA EDISON COMPANY HOAG HOSPITAL (ATTEN'UJt<.E KEELEY) THE CONTRACTOR SHALL VERIFY DEPTH, LOCATION /\ND DIAMETER OF EXISTING LINES PERIOR TO SHUTTING OF!? SERVICE OR INSTALLING NEW PIPE. NO UTILITY LINE SHALL BE SHU'l' OF~, OR DISCONNEC'l'ED WITHOU'l' PRIOR APPROVAL FROM THE UTILITY AGENCY AND/OR THE OWNER. THF. EXISTING 3-INCH MEDIUM PRESSURE GAS LINE, OWNED BY HOAG HOSPITAL, MAY BE SHUT DOWN DURING CONSTRUCTION OF THE LINK TUNNEL, UPON COMPLE'fION OF BACKFILL OVER THE LINK TUNNEL, THE CON'l'RACTOR SHALL, WITHIN 14 CALENDAR DAYS, INSTALL NEW 3-INCH GAS LINE --- (POLYETHYLENE CONFORMING r_ro 'I'HE REQUIREM:ENTS,-OF THE CITY OF NEWPORT BEACH PLUMBING CODE) TO REPLACE ALL LINES REMOVED DURING EXCAVATION, THE CONTRACTOR SHALL SUBMI'l' SHOP DRAWINGS OR PROPOSED PIPE· MATERIAL '1'0 THE OWNER FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. ALIGNMENT OF REPLACEMENT PIPE SHALL FOLLOW EXISTING AS CLOSELY AS POSSIBLE. '!'HE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL NECESSARY PEP~~ITS FROM THE CITY OF NEWPORT BEACH. THE CONTRACTOR SHALL REMOVE AND SALVAGE FOR LATER REINSTALLATION EXISTING PARKING LOT LIGHTS WHICH INTERFERE WITH CONSTRUCTION. REINSTALLATION SHALL BE TO THE LOCATIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL INSTALL NEW CONDUIT (1 11 PVC SCH 40, OR EQUAL) AND NEW WIRING AS NECESSP..RY, THE CONTRACTOR SHALL SUBMIT 7'. PLA.~, PREPARED BY A LICENSED ELECTRICIAN; OR ELEC'l'RIC ENGINEER SHOWING LIMITS OF NEW CCNDUI'.r RUNS, NUMBER AND .·. ~;t,~!1!//:J L;:1;JJ58;0~':i~L;j]~f0J::Jr.4,i$;,; ~"'-///J/V ~';;r, JL •• oi:/ ,q)J/GEET e:z; j • --_ ...... •... .. . . ..... .. . . . . ..... -. . --•. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL NECESSARY ?ER'MITS FROM THE CITY OF NEWPORT BEACH. j.I'HE CONTRACTOR I S ATTENTION IS DIRECTED TO THE AREA ON THE PLAN DESIGNATED AS EXISTING LA..4DSCAPING ~ THE 'CONTRACTOR SHALL EXERCISE DUE CAUTXON WHEN WORKING IN THIS AREA SO .l\S TO MINIMIZE DAMAGE TO EXISTING ;LANDSCAPING. EXISTING TREES, A.ND/OR BUSHES WITHIN LIMITS OE' CONSTRUCTION SHALL BE SALVAGED 1 BOXED AND REPLl\NTED AS DIRECTED BY THE OWNER~ EXISTING LANDSCAPE IRRIGATION LINES WITHIN THE LIMITS OF DEi<IOLITION SHALL BE REJYIOVED AND THE REMAINI.NG LINES CAPPED, EXISTING SPRINKLER HEADS, VALVES AND YARD BOXES SHALL BE NEATLY STOCKPILED ON SITE FOR SALVAGE AND REUSE UNLESS OTHERWISE DIRECTED BY THE OWNER~ EXISTING WA'l'ER r SEWER JI.ND GAS LINES WTJ.'HIN THE LIMITS , OF EXCAVATION FOR THE LINK •rTJNNEL SHALL BE'1 ~LOCATEP ; OR 11\AIIJTAI NEC> IN SERVICE: AS APPRtJVED BY THE OWNER. THE 1 CONTRACTOR SHALL SUBMIT A-PLAN TO THE OWNER, FOR REVIEW AND APPROVAL, SHOWING THE PROPOSED METHOD 'l'O PROTECT THE LINES AND MAINTAIN SERVICE. THE EXISTING SEWER LINE SHALL BE RECONSTRUCTED AS SHOWN ON SHEET 8. THE CONTRAC'.l'OR SHALL CONFINE • CONSTRUCTION OPERATIONS FOR THE LINK '£0WER TO THE LIMI'fS SHOWN, THE CONTRACTOR : SHALL TAKE ANY AND ALL NECESSARY !-1EASURES, INCLUDING : SHORING TO CONFINE HIS WORK TO THESE LIMITS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF PROPOSED ; SHORING DETAILS, PREPARED BY A LICENSED STRUCTURAL • ENGINEER TO THE O½"'NER FOR REVIEW AND APPROVAL PRIOR TO I EXCAVATION. SAID DRAWINGS SHALL BE PREPARED AT NO - ADDITIONAL COST TO THE OWNER. i~---CONST,E'UCT a,/! TYPE /J.t3tl r:c:.c. CU.R:8 Pele CITY OF NEWPORT -..2_) BCACl-1 STD, 182 -L. , @-r::eMOVC e";(IST/NG A.C. PAVEMe,vr ANO ,5.45&, ~-ReMove C,'(IST/N.9 j!?eTA//V//VLJ W.Lll.-L. @-r?EC:ON:STRUCT S&WE.R LAreRAL. PC.le DETAIL OIV .s1-1eerq. (f.ir-_---RC:LOC.t:..TC .E;,,tJ6r/N6 :STREET G-16/..IT ,f-.. :'Lc>PURTcfN,L;iNCG:S •• (-;)._,eePL...-<CICE £,:<./ST/NG L.<lNDSC,c1Pe RCMOli.e',O DORJ/',J6" \?:!} CON5TRUCTION. -~Retvrove E/415T//\.l:3 CURB <.OR CU/i'fBLJ.ND GUTTER). @-co/\J:5T/cl.-C7~ &', 5/0!E'M O,.E:,:1//\/ P/PE. @S-COAINCCT TO .E.X./.ST/AJG sroRM DRAIN. @-coNsr.evcr TR.e'NCH DRAIN pe-,e OETAIL OA.I 6.J-/ECT 9. ~ ?30! ,t SAVE C:X/5TIN6 COFeAL TR["'£:. @:-JCOiJSTxUCT. OOUBL.Ei 1201/✓ OPSAAID8AGG {FOIZ . .. •• GR0(3/0N co/.1,P?Ot..) PG'IZ DE7°AIL ON GI-IGGt a, @-CON5TRUl:Tt:."PC.C. JOOO PSI ;,;/c;@/8"EACII IYAY 6''/1.B. (~)-CONSTR!JC.T 6:, "'F.C.C. C1lffB l'JND GUTTER FER NEWPORT BEACH STD. J9ZwL. (TYPE A) ~ C!ON_STRUCT P.C.C, SI.DEWALJcl PER CITY OF /'-IE.:WPORT B£AC:H 6'TD. 180-6 @-CONSTRlJC.T PEDEST.FUAN ACCESS RAMP .PE/1. CiTY CJF NEWPORT BEACH STD. /Bf~L-A CA5£ ''E;AN!J PER DETAIL ON5HE£T 9. @-5AWCUT AND RE!10V£ £Xi5T/NG A.C. PAVEMENT ANO REPAVE WITH 3"A.C/4"AB. NIDTI-I A5 .SHONH- \ \ ( f/1 LLA BALBOA) TRACT835~ ~EESR£ET LEGEND_ l7C:ll E:Xl5TIN& LANDSCAPING 1£iLl ?<)l,H<N UM!TSOF WOf?.K. {.'"'>EE NOTE 51-AT LEFT) DATE BY ,-.C-=--'--= DESCR'!PT/Ot-J • APPD Ci4TE REVISIONS ' \ \ \ \\ ', \ \-~-- APPROXIMATE LIM/TS OF TllNNEL EXCAVATION (TYP.) CMAX. TEM?. bACKCOT SLOr'E ~ -='/4 : I j EX!ST/Nci PARK./N0 5TRUCTURE I . I ,:,>Fit , ,~ i' i JV :ei :,,l ::;-::· , , , t [';I'! ·t_<.-/)p; •. \. • '· < • • '.; L ---------- PRECISE GRADING PLAN. INCREMENT N !! 2 SHEET / I I c, t I(\ (\\ ' ~ "I> !'l Ii\ <:, "" 1., 1l, ' (r, - l's; ii\ I i Ii I I I I l:) i .Cl\ 2 I- ll l!J kl ;:r 11 11 I I I I, I I I I Ii I V) LJ .lJ \f) t · I - - ---· -- :33 14 -' -..... ,, .. ,,,~- \ /' ' ...... ---. ;. ~,,.:' " ··::--\: ~- \ DATE DESCRIPTION REVISIONS- ! ' f \ r·, '·' ·~ _J I ' l ' I ' .f -.·, / PACIFIC •• .... _--COAST _ _ {SE£ 1111/PENIN& . . /J/0/JWA_V __ -PLANS} ---" APP'O D.I\TE · 5!i (ZJJrd KJLJ~ . '-/ B/2.S/88 :: E HOAG··cANCER---Cl=NTE:R PRECISE GRADlNG ---PLAN :.i INCREMENT N2 2 \ i / ii 'I I DeTAll. PE:RFORAT£D SUBDR'AIN PIP£ @-De.TAIL !NT£!210£ 5LJBDRAJN N.T.5_ CONSTRUCTION. NC5f£5 CoNSTR.UC.T INTE./2.lllg SUl3DRAIN PER DETAIL 01-J 51-1€.£.T-7 I \ I I I I, 11 I i 'I I ti\ Z5- zc- ,. 15- /0- 5- ~ 40--- 30- 20-- I I I I I 48- 40 -- Gt.JA.RDR/21L PER I '. VAR;~s I ~ / f.",,:ZO.JE.CT LANO.Sc.<lPE ~ P!...Af'JS 44-' SCALE:_· N.T.S. - i,5 1 f-"''-11-- -SIEC1'!0!Nl 18-!8 SCALE: N. T .S. -- SCALE: N. T .S. · REMOJIE ,;;:::,--EX/51. c.µA1N L f1\JK FENCE © -------·~--. ---1 I -+-----c."c.l ~ -___j 5'SIDEWALK' \ B _ 6RIO LINE A":R ARCH, S ,OLAN • £JCJSTING C,<;;B WAll /"el"!: SeP4K,1TE ?LAN JO ----,----------------. -----------·------···------··-"---·------···--·-·-·····------··-·---·-··--··-----· ... , '····--·--, ............ _, ___ _ I : ---~--~----... .-.:...,, ..... ...:,,.;l..,-~----_i_..,,...,-~,~:'.::;~~ -__ ;,,_,/ T_OE OF. SLOPE 20- 10 -- 31'RilC71JfflL SLAB/ BASE PEP-PROti&CT ST7cilCT/JRi"iL PLAN.S _ SCALE: N. T .S. (;RIO LINE PER ARCH'S PLAN5 40' -r;11;,, ~1J[ff :t: Lll'V£ I I?, SECTIOi\] D-ID SCALE: N.T.S. SEC1'iON E-E . . SCALE: N. T .S. C,/27/BB LIAJK. TUNNEL ISSUE DATE VARIE5 I t I I 7 __J' Z.5' --30 ---20 2.0-- 60 I 0 I 50- I 0 SECTION F-F SCALE: _lll.T.S._ I JC, I I 20 I S!ECTiON G-G SCALE:_ N.T.S. N-5 W.-VNKD- I to CONA1£CT 72l r;:X!'5r!N6 , L.1.rrERAL. ."'- W!Tl-l 4€;"' \~ WYE \ I 40 a/2.s/ea I 60 I 40 ! GVARDRA)(~ PER PRCVecr lAAIOBC4\Pe PC..,-:i,AJ15 ~ I 4 P.C:.H. DN--RflmP I I 10 ! /?I) 140 EXIST 45" ;ec;.p. (27:?±!NV.) SCALE: 1"= 8' i ' INCREl\4ENT N 2 2 ....... -. ---~T ~~.~~-:::.:~=~~·;,'.c::;-.• :':,,,.a~ I I I' I -, DIETA!l· IP.C.C. CURB A!NlD GUTTlER 11' I:\ I \ ' TE 0 EXC.€.Pf''i/5 Mt}DIP/£0 , .. /CELJN. ALL CONST"RUCTIO,V 58 LL CLJNFOR/VJ TO CJTV OF N6 ,:>RT BEACH :sro. i85-L. Q ID!ETAil 0,---5-• 7 .-ccc-.c-c--.-c=-R-:-0-::-S-::-S-G~U-T ..... T ..... 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WIDENING PLAN N79"38l5 W ----------------- CALIFORNIA COORDINATE METHOD CENTERLINE PER CALTRANS / ; "7:53+27.00 {3(; __/ r,=--,---,.-------(PER:::ALTRANS},==---••---;o--'F'-""'il""~. c:=::-=::-! I ' I -->:::-c·t== ---::=··---___ ·····=;c=···-~-·=c~ .. -.• ~4---+- v c:, I,,(' -,I.,.( , ' 7 ,·~ ~ ' \. ,•'.,AL' CH ;>,>,i,·,,y✓,.I,, '{ i ~,,ii,'. C, ,;:,-,!, 1<0•' ;.; 1/. ',iZ i: ;, \/!'1:.J;;,>.;:,:!'. ~/21~_;;~=-:i-~,;c,:,:" -~Tc ~=:. -:=-:· -=--=:-~-~--:=·r --ii 1 -PROPERTY UNE PER R.S. 83-1166 I J I I I -HOAG CANCER eENTER. : HORIZONTAL CONTROL PLAN· I INCREMENT N2 ~ ~DATE B! _ __.__ ec _ •••• -•---?j~-~~~~-~~)N·••-••-~•-••-'-•----_l~~!='?.l-?~2:~. --••------------------8.:./_2._,;_/_8..:_8 ~A.= 2~ L/ .-,,_:.:__,,_0;·,,;.,;.;:i .. ,:,..,-_s..,.,_--•·-•·--'---'·;.,· -=========================================-=-------=,...:,'==========R=E=V.;l.;5=1,.;0=N=S=========,.l!.==============---===========1l========================-=--==1bO=F=·"'=·=:ll;ll=_:=S;H=T=~.d -- . ' . \ ' . • ' ' : 90409 " ~ ~ 0 r • 0 0 • • • ,, • CITY OF COSTA MESA VICTORIA ,I> _FRO.Jeer 11..0GATION IAKE'1: ST. a r---t--------;J--''-":a( > 0 • - • • 0 • • -• > • • r • ST ri: :, :i: .. ri: ... U"41VERSl 11 VICI N ITV MAP Gi:iAPHlC SC.t.lE IN MILES SYMBOL LEGEND 0 tr □ POWER POLE MANHOLE FIRE HYDRANT METER BOX -0-VALVE E--POWER POLE ANCHOR L). MONUMENT -x-x-FENCE BLOCK WALL 1_'.;~ TR EE .!J'-, ry SH RUBBERY /' .,,,,~_k.& ASPHALT PAVEMENT ~~ BRICK WALK 1 .. · I l_· ___ ;.J CONCRETE t d ic.u,...c,cL,1'1 BUILDING EXISTING CONSTRUCTION NEW CONSTRUCTION ---,t-CENTERLINE -··-s-SEWER LINE -----w-WATER LINE __ ,,_ GAS LINE • -E-POWER LINE -TE<-TELE.PHONE LINE • -rv-CABLEVISION LINE -5P-SPRINKLER SYSTEM • M STREET LIGHT • FLG R.T. • • EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC BELL c,ry Ot=" AIEWPORT 8E,ACJ./ ("GAS) CITY OF NEWPORT BEACH (WATER) COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT \ FL-4AIGE R/,</G' 77G'/.IT NUMBERS NUMBER • 634-0251 895-0221 551-7736 644-3011 720-2056 1-800-422-4133 - U C , CITY NEWPORT PUBLIC WORKS OF BEACH DEPARTMENT DOMESTIC WATER, SEWER AND STORM DRAIN IMPROVEMENT PLANS FOR HOAG CANCER CENTER ------------- ,o GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANSr EXCEPT AS OTHERWISE STATED IN THE CITY OF NEWPORT BEACH SPECIAL PROVISIONS, OR ELSEWHERE IN TH~ NOTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH , THE STAND/'I.RD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRfi,NT EDITION, AND SUPPLEMENTS HEREIN AFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATIONS AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. THE CONTRACTOR SHALL PRO'rECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CO~STRUCTION. CURB DATA REFERS TO FACE OF CURB. STATIONS SHOWN THUS ( 0+00) ARE WATERLINE STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. STATIONS SHOWN THUS( o+oo )ARE STORM DRAIN ~TATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. THE CONTRACTOR($) SHALL REQUEST INSPECTION FROM PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK { 644-3311 J. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN PEET ABOUT U.S.C. & G.S. MEAN SEA LEVEL (M.S.L.) DATUM. ALL DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 48 HOURS PRIO!l TO ANY EXCAVATION AT l-800-422-4133. SEWER1 WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE WALLS AND FACES OF ALL EXCAVAT:tONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND I OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE ( 5) FEET IN DEPTH SHALL ALSO BE GffARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 12, THE CONTRACTOR(S) SHALL OBTAIN A PERMIT trO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 11 ABOVE FROM CAL/OSHA. 13. AN ENCROACHMENT PERMIT FROM CAL-TRANS IS REQUIRED FOR All WORK TO BE DONE ON IJEST COAST HIGHWAY . BENCH MARK lJ-52-73 OCS LOCATED IN THE SOUTHWESTERLY CORNER OF A 5 FEET BY 5 FEET CATCH BASIN, APPROXIMATELY 185 FEET EAST OF THE SOUTH END OF THE NtWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 AND 60 FEET SOUTHEAST OF LIGHT POLE MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT HIGHER THAN THE HIGHWAY. GENERAL NOTES ( CONT'D) 14-ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 105-L, SEWER NOTES 1. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PAVEMENT IS IN PLACE. 2. P.V.C. SEWER MAY BE USED IN LIEU OF v.c.P. PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034 SDR35. ALL FITTINGS SHALL BE PREFABR~CATED FULL-BODY FITTINGS. THE P.V.C. SEWER PIPE BEDDING SHALL BE 3/ 4 11 CRUSHED ROCK FROM 4 11 BELOW THE PIPE TO 12" ABOVE THE TOP OF PIPE AND CONSOLIDATED BY JETTING PRIOR TO COMPLETION TO TRENCH BACKrILL .. ------------·-· • • 3. sTATioNs suoWN As I 10+00.00 I ARE SEWER STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS, • DOMESTIC WATER NOTES /, 2. 3. 4. s. 6. 7 00/v'l&GT/C WATER PIP& MATER/AL S#4LL Bc.4BBEGTC,S CEMENT PRE5St/R'E PIPE (C/..4 6G za,) CO!v'FORMIJ./0 71? 711!3 R&?'Ts. IJF !3€CTION 207-7 OF TI-IG 5TCI '3PEC!3., OR CLA.S552 DtlCTIL-E IROI-/ PIPE JI/IT/.1 PtJLYETl.'VLE.1./G ENCA6eMENr, COI-IAJRM'ING "1V Tl-lG RGQ'TG, OF !3GCTIO;./ 207-9 OF TIIG-5TO 3PE.CS, DOMESTIC WATER PIPE BACiFlLL SHALL. HAVE A MINIMUM SAND EQUIVALENT OF 20, NATIVE MATERIAL MAY BE USED ONLY IF IT MEETS THIS REQUIREMENT. DOMESTIC WATER PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND PIPE INSTALLATION" IN THE STANDARD SPECIFICATIONS. INSTALLATION OF DOMESTIC WATER PIPE, BEDDING, MD BACKFILL SHALL BE INSPECTED AND APPROVED BY THE CITY OF NEWPORT BEACH," THE CONTRACTOR SHALL ARRANGE ANY AND ALL REQUIRED INSPECTIONS AND SHALL PAY ANY AND ALL REQUIRED INSPECTION FEES. ALL WATER MAINS SHALL HAVE A MINIMUM OF 42 INCHES COVER FROM FINISH SURFACE. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH WATER DEPARTMENT PRIOR TO BEGINNING ANY WORK, AND SHALL OBTAIN PRIOR APPROVAL FOR ANY SHUTDOWN ... ALJ.Nt:W IM/72:;fi.' Ml/INS,( Fi,7'/NGS SJ.,,)U. B&" l)ISINR.CrE:D ~ CIT/.' .STAND,l/RD .SPE:CIIJL PROVIS/ON .:30., -I. 4-. 8 AND //WWII STD. N!2 c=1, ".S771AID"IRDS FOR 01:5/NFeCTING WIITZR M,t/,t/$. BASIS OF BEARING~ STORM DRAIN NOTES 1. A.C.P. WITH A D-LOAD ONE AND ONE HALF GREATER THAN REQUIRED FOR R,C.P. MAY BE USED FOR STORM DRAINS. 2. STORM DRAIN PIPE INSTALLATION SHALL CONFORM TO THE PROVISION CONTAINED IN SECTION 306, "UNDERGROUND CONDUIT INSTALLATION 11 IN THE STANDARD SPECIFICATIONS. OWNER SOILS ENGINEER THE BEARINGS HEREON ARE BASED ON THE NORTHERLY, LINE PARCEL lB; O.R. 7370/86 ESTABLISHED PER ," DEED BEING. N87 00' 21":i: AS SHOWN ON TRACT No· ... '] HOAG MEMORIAL HOSPITAL PRESBYTERIAN, 301 NEWPORT BOULEV~RD LEROY CRANDALL & ASSOCIATES· 900 GRAND CENTRAL AVENUE GLENDALE, CA 91201-3009 II/ 1/8!!, /27/85 P.O.,BOX Y • 8336 IN" THE CIT,Y OF N~WPORT BEACH, COUNTY.,OF • O~GE, CALIFORNIA. 1•: NEWPORT BEACH, C0A 92663 ( 818 J 243-4140 DATE BY 0 ·-s ·------=-- INDEX MAP SCALE: 1• • 200' • SHEET INDEX 1 TITLE SHEET AND NOTES 2 QUANTITY ESTIMATE AND DETAILS 3 4 6 7 AS BUILT DESCRIPTION DOMESTIC WATER PLAN & PROFILE (1 OF'2.} DOMESTIC WATER PLAN AND PROFILE('Z.oF-z) SEWER PLAN & PROFILE +57.32 TO STA. SEIJER PLAN & STA. 11+5J..,-32'"TO S +11.00 RM ;RAIN PLAN & PROFIL;-----..._. APP'D .• Sf/EET N0.4 I SHEET,Vc,7 • .. ELEVATION= 9,374 {1976 ADJ,) ( 714 J .760~2279 REVISIO~S CE-1 CALIFORNIA COUNCIL or , UNDERGROUND STRUCTURES- ALt,.uNDERQIIOUND UTILITIES o" STIIUCTURH 1111:POftTt.D l!IY THE OWNER 01111 OTNUta 'rt-iOSE SHOWN ON THE RECORDS f:XAMINE:D ARE INDICATED WITH THEIR APl'"ROXIMATE IQN AN,P UITl:NT. THE OWNER ■Y ACCEPTING THESE PLANS Olt P"OCE!.OIHG WITH VllMSff'J'.11 PUN5UANT THERETO AOflEE:fl TO ASSUME LI.ABILITY AND TO HOLD UNDER- ' 91QNED iO,R~LE99 FOR ANY DAMAGES 111!:8ULTING l"ROM THE l!XISTENCE OF UNOI.RGROUNO , 1 'UTl~EB OR BTRUCTURES NOT REPORTED TO THE UNO£R91QNED1 NOT INDICATED ON TH!: ArrR01[0 roo CONC[PT ANO I Allll[R[NC[ TO cnr STANO/IIWS Arm HOAG CANCE-R CENTER / :~~:;~~~~~~? r:l.~[s1~!11s~~~nONs AflllACCWtAcy.,,-,~1 , .. CJ?.qbeI1:CJJei11,.~lliamProstc&c!;}l.ssociatesi, ,_ -.../2=-/ :v'-,, TITLE SHEET AND NOTES Contractor agrees that he shall assume sole and complete responsibil!ty for job site conditions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuously and not be lim- ited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all liabi!ity,creal or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negligence of the Owner or the Engineer. CIVIi. ENGINEl::RS And ~ LANO SUAV:YOAS Pel.!t.[I:: R'\_C°OR09 EXAMINED: LOCATCq AT V.-.RIANCE WITH THAT Rl:PORTIED OR SHOWN Jlilk:;ttECoRp• ~XAMIN!:D, ,.HI CONTRACTOR /IS REQUIRED TO TAKE cue PRECAUTIONARY i.\~uu:s n:J 11-ROTECT THE UTILITIES o .. aTAUCTURE9 BHOWN ANO ANY OTHltR UTILITIE8 'oft I.TRUCTµR._8 ll'OUND AT THE IITE, IT SHALL BE TH£ CONTRACTOR'I RUPONBl■ILITY TO NOTWV' 'rHI: OWNERS 01" THE UTILITll:S OR STRUCTUJtlS CONCl:ANl:C ■ltFORlt ■TARTING •WORl'I.', PROFEss1ONAL ENGINEERS. PLANNERS& suRvEvoRs I ciTv ENG/"' .. ~ • B I DATE ~ t ~y ,r. P 0. 80X1 9739 • 14725 ALTON PARKWAY, IRV1NE, CALIFORNIA92718 1 _____ ..,_...,_~-f,._~'.:5'~---'-• 1------------------,,--------T"i g R 'I(~ {" 41472 • 3505 /-Z2-AA, DESIG;~T DRAi~,\/ CITY OF NEWPORT BEACH 0 w;s ' • $. ROBERT KA!.LENBAUGH ACE 2 7987 EXPIRATION DATE 3-31-90 DATE CHECKED £.M.B. DATE/'7..?.t'/8! PUBUC WORKS DEPARTMENT S>,£[T 1 Of 4 INCREMENT NO. Z ✓.~· 238(,2 4-n ffEAOWALL SHALL BE MONOLITJIIC. LAP AU. BARS AT CORIVE:RS :C,O OIAME:7ERS IF NOT CON77NLIOUS .e5 e.-t ...... ::5/;.. ac. EA. WAV. 4~ O" • ~ W•4 .5n 4,511 4" CINC-, • I<) 8" #.513Af<S 1211 OCEA.WAV. 2-"'.5 BARS CONTTNllOUS BAR' CJ0°BENO DETAIL " ,,,. ,, I<) ELEVATION SECTION A-A ~ I<\ ,, ~ DETAIL -HEADWALL (WING TYPE:) {PGR SAN D/E:GO RcG/C?NAL STD. ORAW/,<JG NO. 0-38) )./. TS. ,I r I 12~oc. /. 2. 8- 4 BE CONSTRUCTED OF CLASS 512>0- AOJA C&AIT 6Lt?.>;;o.~1S.,~ ALL GXPOGEO CORNE.E'S =._,.,E ROLINO.'c:t;~ EX'CAYA770N ANO SLIBGRAOG 'ATION Sk.4LL CONFORM TO THE t?G<f?LI/RGME.IJTS OF 7! ~ SOILS REPORT ANO secr;ot-J i3C%J-o OF TM ';4N0.4RO /,F/C,4T/Ot-JS. EXCAVATION ANO G'RADE PRGPARA SHALL BE. IAI.SPECT&O A PPROVEO BV T,t/E PROJE:CT 8 c/J0/NeGt? A;./0 T/./E C OF AIE//VPORT 8€4CJ..I PU8LIC WORKS T, PRIOR W PL eAIT OF FORMS. T.L/G CONTB4CWR SI-IA L A NGE Poe AA/Y ANO ALL NGCGGSA12'r' C/Ty IA.ISPEc'?-ii.:2L, .-,..,-_..,T NO COST 7V 77-/E OW,</ER). :;,. . 2.4 01( ~ES 4tf" c. • • •• 7" TO.%" ~o• E . 2 "A.C .. P'AVl.._,G k..r...----1jz" MORTAR OR MA45TIC 5EALAµT TYP. ~OFFlT OF LATERAL SHALL MATC:H 50FFIT OF TR.Ut-JK 5EWER. =.t_c:•c..• ·-,._~.:..:...-~c.c..: __ .......c:2..:.J I-JOTE5: I. MA~H £; 'oHAFT5 6Hl,LL BE PRECA5T WIT"HOVT 5TEP5. CCC~TRIC GO)JE' L BE POS/T'IOJ..JED WITH 5TRAJGI-IT ~IDE DOWN.6TF,EA E.5 5HAL-L BE. COrJ5TRUCJED WITH 6 5AC:.K COhlCRETf: DI5TUHBED 60JL. FORM CI-IAI.JIJEL5 AS DETAILED HJ OWG. A!-.JHOL.E5 PL AC.ED HJ f.JOI.J ~ PAVED AR.EA6 SHALL HAVE FRA COVER 16" ABOVS: Flt-.,I5H GRADE. 4. WHEREVER DEPTH FROM CR.OW!>J OF PIPE TO FU,./le,H GR.ADE EXGEED5 2.5 FEET lhlGREA5E 48" MAI-JHOL-E TO (i,0'1, DETAIL 'A' (koul Plug Fill wi 5/andard z-C'"' Plug f 4 - GROUT PLUG DETAIL .. -· •····· 6rouf Plug T NOTES: /. All sle casing pipe (i<,ld /oinfs shall be we/de full circumference. 2. Peri cry· of' casing fa be pressure grouted 3. C rier pipe shall be a,r tested pr,br lo !ling casing wdh qrouf. Upstream and downs/ream elevaflons to bi! verified pnOr lo filling casing. . DETAIL 'B' !,l:l DRAIN RE. ....._ EXISTING OUTLET sTeUCTUl28 ./ 1--t'A REMOVE EX -~G RIPRAP ~ --L L.F.-CONSTRUCT 1211 P~R 35) STORM DRAIN LA CONSTRUCT J,8 11 RCP (2000~ ~ V" I B ~ONSTRUCTION_ NOTES_ NO. WATER 1 0 K:) ITEM CONSTRUCT 12" DOMESTIC WATER MAIN CONSTRUCT 8 11 DOMESTIC WATER MAIN INSTALL WET BARREL FIRE HYDRANT & APPURTENANCES PER CITY OF NEWPORT BEACH STD. 500-L. CONSTRUCT 24 11 RCP (2000-D)~ 0) CON5T~IXT 24"X If." K6PPL.. WS:LDS:D TAPPJN6 NOZZLE W/FULL WRAP PAD AND #11.JUAL REINFO~CltJ6 PLATE: /l, 12." RSSfLfENT W£PGE TAPPIIJ6 VALVE: &,APPURn:i'tAI-JC£S PER CITY .STD. 507-L- (45 CONSTRUCT 45" RCP L.(D,-'!::l:.J'AD PER PLAN) ~ /,.. F.' 174 I~ CONSTRUCT FCC THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L. -• @ CONSTRUCT CJ) -TE HEADWALL PER DETAIL HERF.ON................ EA · / fZ\ ~+---~~------------=------~---1--=:.:....:.......c.......:___-1~ CONSTRUCT 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 506-L 47 PLAg:A1°• THICK RIPRAP ............. .._C.Y. 20 1(48:VONSTRUCT CONCRETE PIPE COLLAR PER CITY OF IY NEWPORT BEACH STD. 313-L WATER NOTES (CONTINUEO) Q CL>N5T/2l.JCT 24' X 8" KDPPL. W£W£D TAPPING f.JOZZLE WITH FULL ~ WRAP PAP AND ANf-lUAL Re:INFDR'C.IN6 Pt.ATE" & 8" RE:SILIE:IJT W£f)GS EA. 1-,a__-f-T.-'-A_P'-P-'I J..l6....::.._V,::..:A.=L:..:.V.=£.:....&=....cA_cP__:P'--"'-U:..:R_,_i .=E::..:N,,_A'-"lla::'='='5"'-'P--'e:=Rc:...::C::..:l...:.T...:.Y....:5:::..:.T~D.:... • .=:SDc::...:7:.._-_,L:::....c.· ----+--@ REMOVE AND REPLACE EXISTING A. C. PAVEMENT (311AC/411AB MIN.) SF (62 CONSTRUCT 6" DOMESTIC WATER LINE CONSTRUCT 2" WATER SERVICE PER NEWPORT BEACH CITY STD. 50:3-L LF EA. ' I 80 52 I ~~ 1 6~4J¢t~'~-c~o~p~_S~_T~.R~U~~~T~-~2~".:...·~I:RR:-:I:G:A:T~I~O=N-W=A=· T.::J\R;:_:_L:I:N~E:....: ________ _:. _ _::·~•-.j__'.=-:__j_~ L.F 25 I @) (16) (1_8. CONSTRUCT 8" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 508-L. CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD, 515-L. CONSTRUCT ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD. 506-L. CONSTRUCT 12"x8" TEE (FLG x FLG) CONSTRUCT 12" RTxFLG ADAPTOR CONSTRUCT 12" BLIND FLANGE CONSTRUCT B"x6" REDUCER (RTXFLG) CONSTRUCT 6" 90° EL (FLGxFLG) CONSTRUCT 12" 22.5° EL (RTxRT) CONSTRUCT 6" RT X FLG ADAPTOR CONSTRUCT 8" X 8" TEE (FLG X FLG) CONSTRUCT 8" RT X FLG ADAPTOR CONSTRUCT 8" BLIND FLANGE 120 'CONSTRUCT 8" VCP SEWER MAIN. '---' . ~WPORT BEACH STD. 106-L BEDDING PER CITY OF @ CO~UCT 10" VCP SEWER MAIN. -. BEACH STD. 104-L BEDDING PER CITY OF ... BEDDING PER CITY o✓_ '66' CONSTRUCT 4" DOMESTIC WATER LINE il(23). CONSTRUCT 8" ~ STUB WITH PLUG. LENGTH PER_/ •• ~ Q,. ,. 1c, ~•· • "'"'O"'=.,;D STANDARD PRECAST MANHOyi'! PER I ( 6.s) CONSTRUCT 8 "X4" TEE ( FLG X FLG) £4 L.F u& I~ CONSTRUCT 4" WATER METER & VAULT PER CITY STD-514-L ' ~ CITY OF NEWPORT BEllfH STD. 401-L / EA I t-,"""-t---------------------------------1----+---ll' e CONSTRUCT 6" SEWER C OUT PER CITY O NEWPORT I / UNtT QTY' L.F. 551 L.F. 355 EA. 2 EA. I EA. 4 . EA. 2 EA. 2 EA I G4 ;? tc4 2 6'-1 2 EA I GA 2 EA 2 EA z / I/ t./ !0/ ~ t..F. 484 L.F. Bt:.t:!> L.P. 178 EA 8 EA I (ROCKWELL COMPOUND METER -TO READ IN CUBIC FEET) r.;;;-, ~~ {;r I (Gs: coNsTRUCT 4" 90 BEND lFLGXRTl BEACH sTo. 406-L _ J.@.;6.;;9:'.,+-C-ON_S_T_R_U_C_T_4_"_B_A_C_K_F_L_O_W:_P_R_EV_E_N..:_T_I_O_N_D_E_V_I_C_E_P_E_R_C_I_TY __ S_T_D ____ _j__':':'_:_j___-=.___J!r,;@:::6:;-f---:~~ , . ,._ -. ,,....._ .. 7 , ~· ~~·, ··~ 'r< & h=+--=5~1:..'.7~-::L:.._ __________________________ _J_...::.__.i..__~!~:=::;-}-~-j!,~l~IB~E~lf~l~I0~.~2~-=--------:-:--:--:-~ '~~==-==-=--==-====:---~--+--~ 64. 2 EA. I @ CONSTRUCT 6" PRIVATE FIRE-SERVICE PER CITY STD-512-L CONSTRUCT 6" 90 BEND (RTXFLG) CONSTRUCT FIRE DEPARTMENT CONNECTION CONSTRUCT 6" B.V. (FLG X FLG) CONSTRUCT 4" B. V. (RT X FLG) CONSTRUCT 8" INSULATING FLANGE CONSTRUCT 8" 22 1/2 ELBOW (FLG X FLG) CONSTRUCT 2" BACKFLOW PREVENTION DEVICE PER CITY STD-517-L (REDUCED PRESSURE PRINCIPAL DEVICE) ) co1-1srRucT vcRTICAL PORTION oF r/Re HYofi"'A/VT ABSeM-se:Y PER C1TY OF NEWPO/eT '5e4CI-I STD. -.500 -L. EA. EA. EA. EA £A £A t:A. EA. EA. I @ I ' ! @ I - I I i @ i '- I ' @ I I I @ @ I . ~ REMOVE EXISTING A.C. ( BIKE r-~D REPLACE PAVEMENT S./:: 3,525 ' IN KIND, +1" A.C. . --- CONSTRUCT PIPE CASir~G AS HOWN ON DEE~L 'B' SHEET NO. 2 AND JACK 12" SEW MAIN BENEAT COAST HIGHWAY [F. G7 PAVEMENT PER CITY OF WPORT BEACH SPECI CATIONS. . . . - CONSTRUCT 10" D/P. SEWER MAIN (WITH 8 MI~ POLYETHYLENE E,., ·~EMENT) L. F, 18 CONSTRUCT~SEWER LATERAL. BEDDING PER CITY OF"' L.F 59 NEWPORT B CH STD 106-L "' REPP¢.EXISTING PARKING LOT PA~NT WITH L.F. 275 3" 1/4"AB / A STRUCT 8" D.I.P. SEWER MAIN (WITH 8 MIL ~ !8 LYETHYLENE ENCASEMENT) CONSTRUCTGO'MAI-JHtJL£ (WITH P//C LIAIE/2) Ol/£R £X.!5TII.E £A. ~ Z7" S£a/€R P0i? OCSO 5TD. DtJ/G S-2'5-I • N{)Te: Tl-{£ ()ll/lNT/T/£5 5HOWN AB/XIE: R£PR£5£NT TH£ £N6/NE:ER.:S ESTIMATE AND /JR£ R£Pl2E:5£/IJT£D FOR TH£ CONTRXTOR's CONV£Nt£NC£ ONlV. Tl-I£ CONTRACTOR IS /NV/TEO TO PREP/IRE HIS Oa/N 0ll.4NTITY ViK£0FF /WO PRE:P.4.€5" 11:is· e··. u·, rift ~ Hl.s BIO IJCCORD/Ntil.Y. R ; ll.,,; I lb CE- !D ~t1 'Hci11,iWilliam'Pll>st c®. r§l.ssociates a-.Jd. PROFESS,ONAL ENVIRONMENTAL ENGINEERS & PLANNERS HOAG CANCER CENTER i jJJIPROVED FOR CONCII! PT .I.ND ADHERENCII! TO CITY STANDARDS AND l---f---+----------------t---1 RE0l.lAEMENT8 ONLY. CITY IS NOT RESPONSIBLE F°" Df.810N ASSUMPnONS (------------------------1 AND ACCURACY. ·QUANTITY ESTIMATE AND DETAILS "1-::1 PO HOX z!!lgO • 1'101 QUAIL, STREET NEWPORT BEA.Cl-I CALIFORNIA 921!16::I l5SOE DATE. C714) 833-0070 3-1-BB DATE BY DESCRIPTION CE 27987 EXPIRATION DATE 3-31-90 DATE REVISIONS ' CITY ENGINEER tJ /,t/ 1..i,-" DA L..------'~=-"---~ DESIGNED APP'O. SM. T CHECKED £.UB. DRAWN k'.€.N. DATE 10/z.?137 CITY OF NEWPORT BEACH -'5 b •t ,;c--5 -PUBLIC WORKS DEPARTMENT SHEET 2 DF 4 INCR£MENr NO. Z. / .r • • ' • ' • I ! • ' .!.. l __ ...;_ -r---, ' ' ' +.-+ ~-+--~ f ' • ' ' ' . -~. -------' ' ' -t -}-~---: --~- ' ' ' ' -r------ --+--~ ' . . --~ __ ...__- ------~------+- ---~-------- ' .,...... ! ----. ~ I , , i -;-' . . . 1 L_ ' ! --+ . _ FiLTt.J~ Fl. '/SJ.I. SLIRFA'CE __ , O.V£q: g___WATER PIP~: ____ . __ _ • • • : : • • , I • i . j l---.;_ ' . ' . --.... 1 l ' ' i ' i ' ' ........ ' r - -----1- -------.,. - ---- _ ___,_____ '-+ . . -:----:· ---~ . , I --- 1 --+----· --- __ ,__ + - - i :FILL MATERIAL P!i. PROJ~Jr ROVG'/./:-~OhVG'' PLA (SRE.. 'S CR.G-~ TH20UGHXRG~8) (:T't:'P.): . -' ' ' : •--- : --t ' ' ' ' ' . v2'fl.sitrTER' Fi.Y:__ VAlVE • ' ' --~12~ ~i1No,·.~r:::-:'::-±::-:::-:::-:=-=-=='=·=:.~~~~~={=====;r·~::-=i=:=-=-i,:1'=-==1::~~l[' ' ----. ---',-FL:Ali/GG • -• , "'~ • • -• ' .;_ ---+ -• .J_ • -- ' I I . PROFIL -WATER LI /2:A.CJP_ f'C'LAGS'2::'0o) 12 0. J).? (CLA6'S 5Z) ------ i 8+00 10+00 l/+00 CllRVG A 8 14 /+3!).57 <l 90"CL Z,-__ ----.iJLLJ, LI NE B -----1-.w...1pj ~ O+t",,4_ 77 re ~ '-'=---.;..c==_:__:_~c.="''"Cc-~----,W---J.. -IL FACE OF C'LIR8 PER F/N/S/1 GRAO/N'G PLAN (TV'P) -NI C . 8.00' LIN£ C ELG-l-"' "~~'!F.w.':'.=i~~✓ /~4~~ 7'\':'.__'._-==--1(,(1.. ~· '3 --=== ~~,/f/~;:_-;;-;--;--;--:;-~:-=~1j1~---::: 7 9 f-32.43' -~ ~ //-1-0/.{;{; B.C. /I E= C. ll;-45-00 7+73.07 WATERL/NEA" 0+0000 WATE:R LINE "B" !0+/4.12 /,./ATE'R LINE"A" ~ o~oooo W4TER L!)/£C" TEE CURVE: OATA , I : . --'-----: t- +---t ~ j ! : . ' --~ ' ' ' : : . I . . -~--+~--' ! : . L ' ' . - ---· r-, . . ' . _;__ j 1-_ _;__ ,_ --1-----'- ' ! l . ' ' . _; -t -__ .;.. __ _ i • I ~. ·:--. 1- ' ' ' ' ,j._ _ _____: 1 I , -----------------+----+-- -1 ' ----r--T 12+00 \ \ \ \ \ 8 /2+50.00 +-t ' ' . . . r-t----.s~ 0. QI ' ' +-- 8'1SOTTER' FLYVALVE' : ' ' -----~:~_;-i-Jll1!r: ---1 . ' i -- ' -j / F I 'CER TJ.IR{IBT 8!.tJCR t ' ' . . . . ~ . . . . ROAD. · · ' ' : : _.,;UTURE FINISH - • • O:VE'Ai! ~ WA72:R-:Pt. &"BUTTER FZY Q'l- ---'\/At VE • 0--S" + \!l '<;J • I ' ~ -'!) ~ ,;:i~ () - . . . Tf/RllST L -- PROR'Le: SCAL€ . . . . . -::H'oRIZ: V~4d ~RT': : V"== 4" :P.F\OflLJ: -WATl;R LINE B''ACP {CLAS ..?aO) . 'f3_~l21.P._ {CLA;:3, .52) *4PPROX/M.4TG E'L.£//ATIOA/ ONLV TH£ CONTRAC7VR 61-{ALL VERIFY PRIOR 7V MAK/NG #OT ,7;4P ' l I . -I 'PROFILE: - 13+00 o+oo /+00 21-00 0+00 //-00 \ \ \ \ ' \ I ' \ \ ' ' \ I S'?DRM DRAIN PER SHT ,;p EXIST. 24//MT.ERLINE ~--------'--------'4 L0CAnoN Al\/0 ELEV4TION W BE //El</F/EO BV C0N?RACT0R PRIOR 70 CONSTZ?i/C 770N, • • 0 0 0 0 0 0 0 0 0 @ @ @ @ @ @ 8 CONSTRUCTION NOTES CONSTRUCT 12" DOMESTIC WATER MAIN. CONSTRUCT 8" ACP DOMESTIC WATER MAIN INSTALL WET BARREL FIRE HYDRANT AND APPURTENANCES PER CITY OF NEWPORT BEACH STD. 500-L. CONSTRUCT 24" X 12" KOPPL WELDED TAPPING NOZZLE WITH FULL WRAP PAD AND ANNULAR REINFORCING PLATE AND 12" RESILIENT WEDGE TAPPING VALVE AND APPURTENANCES PER CITY OF NEWPORT BEACH STD. 507-L. CONSTRUCT PCC THRUST BLOCK PER ciTY OF NEWPORT BEACH STD, 510-L CONSTRUCT 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD, 508-L (FLG X RT) CONSTRUCT 8" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 508-L (FLG X RT) CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD. 515-L CONSTRUCT ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD. 506-L CONSTRUCT 12" X 8 TEE (FLG X FLG) CONSTRUCT 12" FLG X RT ADAPTOR CONSTRUCT 12" BLIND FLANGE CONSTRUCT 8" X 6" REDUCER (RT X FLG) CONSTRUCT 6" 90° EL (FLG X FLG) CONSTRUCTvl2" 22.5° EL (RT X RT) CON5TRllCT 8°<8"~(,," T££ (FLG.xFLG.) ·As BUiL1 ADHERENCE TO CITY STANDARDS ANO ' CE-38 APPROVED FOR CONCEPT AND HOAG CANCER CENTER - ,l----+--Jf----------------1----i REOl'REM,NTS ONLY. CITY 18 NOT J. ___ .....;::_.='-'=-========~ RE8PONSIBLE FOR Of.llQN ASSUMPTIONS ---- AND ACCIJIACY. •. ~-! CJwber1CJJeiri,'William'Prost®c:'jl1ssociates 111 ;e,e illAPPEa.l-lPA 1,:z,"?4--4 ""',-,·~~_,_:.,,,..,,· • DOMESTIC WATER PLAN & PROFILE. a::;:.., PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS -biTY ENGINEER .t :, ~ '''I: ( 1 OF 2 l ..._.,. P.0.BOX19739 • 14725ALTON PAAKWAY,lRVINE,CAL1FOAN1A92718 )Z1/Se) l'5'5UE DATE. O.i.lL----"--'---·-.:..'"-'C<'--'· '---I ..;:lf.K~ (714)472-3505 3_7_n S. ROBERT KALLENBAUGl(.ACE 27987 EXPIRATION DATE 3-31-90 DATE DATE BY • DESCRIPTION REVISIONS DESIGNED SMT CHECKED £.MB DRAWN KEN DATE /O/Z,057 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTM[NT h\JCREMENT NO. Z. , JJ.l 23£3~2 le . \. ' 90409 - 0 > "' ill: ADAM!> AVE ...:'.j~-....::,1-1-~~.:.._---~--=-:..,_t-;O;-;;NANGE C OA. ~ T 0 • OF CITY OF COSTA MESA C O l l e G E f-----ci',' (~ J_rJiy N EvV P() Rrl1 PUBijIC W()RK.S r ~ ~ " r ~ 0 0 • ~ 1-----iORANGE co• • ~ 0 ~ • > • • • -2 r < • - SI .. r··1 : J----.. l-'~'-'-'-"-+c:::.--'-'-+-« < .. / \ z ~ ~ L. -.___,. ., ' I ' ' / C: PROJECT £0CAT/ON 0 C f VICI N ITV MAP 1/4 0 GRAPHIC SYMBOL LEGEND ... 0 POWER POLE MANHOLE 't:f' FIRE HYDRANT □ METER BOX -0-VALVE E-POWER POLE ANCHOR L), MONUMENT -x-x-FENCE BLOCK WALL ~~ TREE !;>"-,f:J SHRUBBERY /" .&.&.&.,fV ASPHALT PAVEMENT ~M BRICKWALK I_-. . --I l.,.::'--_:_0 CONCRETE t :;I <L.---L-<L/--'.a BU IL DING EXISTING CONSTRUCTION NEW CONSTRUCTION -·-i-CENTERLINE ----5-SEWER LINE -·---w-WATER LINE --,:,-GAS LINE -£-POWER LINE -TEL-TELEPHONE LINE -rv-CABLEVISION LINE -sP-SPRINKLER SYSTEM M STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLE.VISION UNDERGROUND SERVICE ALERT U-NIVERSlii u C , BEACII DEPART~IENT ~ - 1>r a: :, :c .. a: ... (J C :I ,o Street Improvement For Plans 6 RD. . ~ -- , 1 '\"' -. ----- _,, •, \ \ , \~ '"'"' ,,,il~ MfMORIA.l 'l p A." II: ' • --;<---=-:Rc:D:.,•;----I --· ,. / , I i Hoag Cancer Center 0 AS BUILT "'~ '-:=--E;XIST PARKIN& STRVCTU..2l:i GENERAL NOTES 1. ALL WORK Dl!:TAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDJ\RD SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION" AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN PER AVAILABLE RECORDS. THE CONTRACTOR SHALL DE RESPONSIBLE FOR VERIFYING THE ACTUAT, LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. ':i. ALL EXPOSED CONCRETE SURFACES SHALL CON~'ORM 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.C. REMOVALS SHALL DE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO IIJINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. ALL DEBRIS CREATED i:!Y THE REMOVAL OPERATIONS SHALL BECOl:-lE THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MA.'lNER AT ,\ LOCATION ACCEPTABLE TO A.LL COGNIZANT AGENCIES. 8. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH • AT 644-3311 AFTER PLACEMENT OF FORMS A.'-l'D PRIOR TO PLACING MAY CONCRETE FOR CURB & GUTTER SO THAT THE FORM LOCATION Ci\N BE CHECKED TO ASSURE ITS COMPATIBILITY WITH EXISTING CONSTRUCTION. 9 . ~ 10. 11. THE WALLS AND FACES OF ALL EXCAVATION GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATION LESS THAN HVE { 5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR( S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORKS AS DESCRIBED IN NOTE NO. q ABOVE Fri.OM CAL/OSHA. ELEVATIONS SHOWN ARE IN FEET PER U.S.C. & G.S, MEAN SEA LEVEL -O.C.S. DATUM. 12. ALL OPEN EXCAVATIONS WITHIN A 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. /'I. zo. STORM DRA/AJ ?IPE BEDDING SIIALL CONFORM TO CITY STD-/Oto-L ALL /VIANHOLES SIIALL 8E LEFT .SELOW l",4VEMeNT GR/JOE AND 13/i?OI/GIIT TO FtNJSHED GR/JOE ;!IFTER PL,t/CEMENT OF SURF;!ICE COIIRSe OF AC P//VEMENT 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.) 1985 EDITION. 15. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE CITY TO ARRANGE .l-'OR THE NECESSARY WORK TO BE PERFORMED BY OTHERS, THESE COSTS SHALL BE CHARGED TO THE CONTRACTOR. lib, ALL C0/1/C/eETE SHALL !!e Cl.455 SuO -c -3Z50 17-THE 60/LS E/1/GINES/i? S!IALL SI/.BMIT STR//CTURLJL SECT/ON RECO;VTMt=NPATIONS TO THE PU8L!C WORKS OE.PT. /3,4ScD ON 7//c FINAL ·~"(V.4lVE'S) AND TRArF!C /NDEx(cS) FOR /1.PPKOVAL, F'R!OR TQ Pt.ACc:McNT QF .IIGGREG.4Tc ,S.451;. IB. SUBC,R,1/0c PREPA/e,t/TION, PLACEMEIJT Or UNTREATeD l3.4SE, ANO PL//CEMEA/7 OF A.C. PAV/MG SHALL BE /.1./SPECTeO .4/JD APP.ROVED BY THE" l"I/BL!C WORKS DEPT !. NUMBERS' NUMBER 634-0251 895-0221 551 -7736 644-3011 962-2411 EXT. 222 2/27/ C.11< RE///5EO TO MEET C/TY R.EO'.WTS 1 6 4 2 . 32 6 0 't---+---' -+-,4-'---P.-'-:P.-'-~~'O-'-//.~;e:-"''O-'=B-'-Y_C:,clc.T.-'---;Y-----'2"-'/'--'2'--'7,-'---1/'-9::.t:J ___ +-_-I 720-2056 1·800·422· 4133 DATE. BY DE.SCRIP//ON APPD REV/5/0NS ITV OF NEWPORT BE H THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. 1 /',}( / APPROVED /•..,,.~-"9' . ( ,._,/(_ CITY °ENGINEER NOTICE TO CONTRACTOR Conslnlction c-o~tract.or .. ,~e-u tl-,at in tccordanet with ,tnttally 1cc:tphd c:on.stnaction pt11c:tict".1.,. cDftitruc:Lion =ntractor will bt nqui rtC to u1u rn e Jo le and c,om pl Ht rttl}O nsibi !ity for job ,itt condit.ion1 durin1 tl,e c:ourse of con1truction o( the projtel, includin,: Aafety of all per~o-n! •M proptrty; that thi1 r-equiremerit 1h111 be made to appl)' continuously and not b, limit,d to nor:n11 workin.r: houri. and con1tru~tion contact.or rurther 1,:reu to defend, indemnif)' and hold du1.r:n profus1onat harmless from any anC tJll l,tJbility, retJl or tJllegd, in connec,;on wiih thf ~rfo~nct <1l work <1n U·,i1 projecL L"Iceptin~ li11bi'.1ty 11ri~in~ from the ~ole nc~ligence o( doig11 profernonal. , DATE INDEX MAP N.T.S. BASIS OF BEARINGS THE BEARINGS HEREON ARE BASED ON THE NORTHERLY LINE PARCEL lB; O.R. 7370/86 ESTABLISHED PER DEED BEING N87 00 1 21" E AS SHOWN ON TRACT NO. 8336 IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, CALIFORNIA. UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED EIY THE OWNER OR OTH.r.Rs ANO THOSE: IIHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR APPROXIMATE LOCA.TION A.ND EXTl'.:NT. THE OWNER BY ACCli:PTING THESE PLA.NS OR PROCEEDING WITH /MPROVE'.MENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD UNDER- SIGNED HARMLESS l"OR ANY DAMA.GES RESULTING F"ROM THE EXISTENCE OF UNDERGROUND UTJLITIE!:I OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATE□ ON THE PUBL.IC RECORD9 £)(AMINE□: LOCATED AT VAFl!ANCE WITH THAT REPORTED OR SHOWN 01( RECORDS EXAMINE□. THE CONTRACTOR 15 REQUIRED TO TA.KE OUlt PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND A.T THE SITE. IT SHALL BE THE CONTRACTOR•S RE.SPONSIEIILITY TO NOTll"Y THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. I I I n ' I. 2. 3. 4. SHEET INDEX TITLE SHEET TYPICAL SECTIONS AND QUANTIES EAST-WEST CONNECTOR ROAD PLAN AND PROFILE NORTH-SOUTH CONNECTOR ROAD PLAN ANO PROFILE 5. CURB RETURN PROF! LES 6. SIGNING BENCH MARK lJ-5273 OCS LOCATED IN THE SOUTHWESTERLY CORNER OF A-5 FEET BY 5 FEET CATC!l DASIN, APPROXIMATELY 185 FEET EAST OF THE SOUTH END OF THE NEWPORT AVENUE BRIDGE CROSSING PACIFIC COAST HIGHWAY; 43 FEET NORTHEAST OF LIGHT POLE MARKED E-34 AND 60 FEET SOUTHEAST OF LIGHT POLE MARKED E-33; APPROXIMATELY 70 FEET SOUTH OF CENTERLINE OF PACIFIC COAST HIGHWAY; 1 FOOT HIGHER THAN THE HIGHWAY. ELEVATION= 9.374 (1976 ADJ.) AND STRIPING PLAN CSI-1 HOAG CANCER CENTER STREET IMPROVEMENT PLANS TITLE SHEET AND GENERAL NOTES CJ?.qbe.t1 G/Jei17,, William~rbst ~ c!;llssociates AS BU~lT PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O B0X1 9739 • 14725 ALTON PARKWAY IRVlNE CALIFOANIA92718 (714) 472-3505 /7 /J~ PREPARED UNDER THE SUPERVISION DF: ~;;; ~ ~J' "Z·/'Z-~D ~V/N E. W06'L5£Y RC£ ,3/0/3 E-<',';' 3-.3/-92. DATE , , SHT. , OF t,, -- '• • • /. PAVIAJG NOTES U RtXK. MATERMLS .SH.Lill. CONFORM WITII THE 5PECIF/(7!TION5 FOR .L/LT£RN.Ll7l:: ,ID;"K "ERv'/L TYPE :S' AS SPECIF/£[) IN R9RT 4, SIXT/ON 400 OF THE ST/INDARD SFE:Clr. C/i !S FOR PUBLIC WtJRKS tXJJ.J5T,f:L/CTION (CURRE/JT EDITION) H£R£/N,4FT£. REFE.~'p) TO 45 THE ST/'//4/DIIRD SPB::IF/OlTIONS. Z. '4S£ M/lTER!IIL Sf.I/ILL BE CRUSHED MISCEt.lllNEOLJS !Yl5E A smND/IRD SPEC/F/C4T/OA/.5' OR BETTE:R. . ,3. ,f/lJLL Q?NFORM /,IJ/TJI SECTION 4a:1 ·4 OF THE S WDliRD SPEC/F/- Off/ONS. TVP€, ...,_,~_,.. /IND G,e?ll"" OF /lSPJI/JLT CONC,E"ETE .SH4L.~::Sc. ,4S FOLLOWS: A) TYPEm -B2. -4,ea0-">"I. VR&5E COc./,€SE(.3"TH/CKN£55 MIN) lJ) TYPEJJI -C3 -l?R4oa? SURFl'lCECOURSE &O{J£RL,4VOr '/ST/Nii RWEMDJT. 4. ,4 PRIM£CO.L/TOFG.e'JDE ..SC-.c=.,...Llt?LIID ,4SPH,4LTORSLIC, ri.e9DE /JS ,mv BcSl"ECIFIED BV THE CIT'/ GI/GI/JEER S!i.4LL llPPL!ED TO THE 'ft::fi:JCE CJr UNTR&1TED 84S£ PRIOR TO fflVING ;1T ,q RJ!/TE BET, N 0.20 & O. 6/lLLO;IJ PER ,S:;Vfltf'E YA'RD. .5, /I -mcK.Ca4TOFGR/lD£..SS-Jh EMULSIF/. !5PHA SH4LL BE/lPPLIED TO THESLIR'FllCE OF EXISTING ASPHALT TO BE OVERL41D, V THE SURFIJCE OF ,4. C. £:¥JS£ COU/25£, PRIOR TO PL,;JCEMENT OF ,LJ, C. AN!SH Cl 'SE #T /J ,R½JTE BE7WEEN 0.05 ,&-0.!0Gt9L/.50. 1/D. 6. 7HE CONT/2/lCTOR .SHl?LL VERIFY TH,4T; 'LL UND ROUND UTIL!TISS, DR/I/NS, IRRlcillTION SERVICES J ETC. H,LJVE B£EN INST/l, t? PRJC!R ro 'CEMENT OF UNTRE,L}T£D B/ISE". 7. SUBGR/iDE PRERlfflTIONSl-//lLL 'A/FtJRM 7Z) THE PROV/. WS CON71lll.JE.D IN SECTION 301-2 OF 77-IE ST/INlJ/lRJJSPEC/FIC,t? VA.(5 /ltt/D4ll/Y6P£C/,LJL REf?U. MENTS OF THE .SOILS ENci/NEcR.. 8. PiACEMENTOFl9sP/-l&LT WCR£T£ mt/EMENTSH,::;LL CONFOR TO THE PROl/lSIOAIS CONTll/N£D INSECT/0, 302-5 OF TI-IEST4A/D,1RD SP£CIFICl1T/ 'S. 9. Pt.AC0vlENT OF ffl WD CEM£NT <'.VNa='£T€ Plt//EtV!ENT Sfl4LL CONffl TO 77-1£ PROC//SILJA/S C0/1/mlNED IIJ-'='71/0N 302-G OF THE STt9ND/lRiJ SPEC/F/CflTIONS. /0. THE .50/LS !NE£,E' SH.4LL .SUBMIT THE PROJcCT:S STRUCTUR/9L SECTION ~pMMENlY/TION(S) TO THE B. 'BLIC WORKS DEPT. B95E.D ON THE FIN/IL "R' 1//lLUE(S) ,LiND TR/lFFIC 'DEX(ES), FOR J,:'OV/2'L , PRIOR TO Pl/lCEMENT OF !?4GREGIJTE BflSE. 'GR/lL>E PREF'll,R¥JT/ON, PiA~EAIT OF UNTR&JTED B4SE", /'lAID PLACEMENT OF ,L!.C. p, .,,.,,.,U. BE /,IJSPECT.EZJ t9ND llPPRO//ED BV 7H£PUBUC WORKS £)£PT. STORM DRAIN NOTES TORM f)R;:/IN M/ITER!.AL SH.4LL BE RCINRJJ?CED CONCRETE PIPE ()SOOD. z DR4IN PIPE IN571lLLflT/ON SH/lt.L CONFORM TO me A 1/5/0NS D IN SECTION 306. ''uNDER6ROUND CONDUIT I T.4LL/ITION' '!¥?RD Sl"E.CIFICltTIONS. 3. STOR'M DRAIN A BLJCKFILL UNDcRNEAT/-1 TR/!FF/2 ",L/RE/9S SH/JLL H.41/£ fl MINIMUM S'JND Et? 'LEAJT OF 20. Nl?T!//E ER/llL Mh'Y BE U5E.D 0/JLV IF IT MEETS T; RE{?UIRE:MENT. M DMIN PIPE B'lCKF/LL BENEllTH NON-77al'JFFIC '£.L/S M/!Y BE: WT/VE M/lTERl/lLS, 4-STO!cM DR/IIN PIPE BEDD/. 7V CITY .STD. -IOcS-L . .5, IAJSTllLL!lTION Or .5TO!c/4 DRfllN 'E. 'lX>ING f!ND BltCKFILL SH/lLL ~ INSPECTED A/JD liPPRO//ElJ. V THE SOI 6. _.,q53£5To5 C£MENT 'ER: /IND 5TORM DRlllN 'E SH/tLL CONFORM 7Z) TH£ PRO///SIOJ./5 'J./TlllNED I/../ SECTION 207-0 THE ST/lN.D4RD .5PEL:!FICl9TION. . 7-REINFOR,. "D CONCRETE PIPE SH/ILL a.NFORM 7ZJ Tf!E PRO IA/ Sa'. VAi Z07-Z. tJF 7J/E ST/ttV!JllRD SPB:IFIO?TIOJJ.5.. Ml1NHOLES SHflL{. BE LEFT B£LLJ«/ R9t£11ENT GR/If)€ IJNJ) BROUG. 1N!Sf/ t5!39lJ£ flFTER PUIC&IAENT l?F SURF71CE COLIR$E OF /l.C P,LJtlEUi 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 RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. -/ ) / / / •'/ 1 A,,, ( • / , { ?. 4, i APPROVED A.,..... 1~ • ..,... v ·· · · •• ' · . · CITY ENGINEER DATE 2: I (MA><) 2.' 14' 14' Z' 4 RD. N.r.S. WEST SIDE= ST.4./'!t41.50 £. -W. COIJJJ. RO. TO ST/1.13,08.04 £ABTSIOE-ST,4.20tZ7.SI E.-WCOAI/J.RD. TO 577!. /4,51.54 WEST SIDE -ST/I. /3,0,!3.04 TO STA. ;,:;,.,.4,5 EAST SID£ -ST/I. /4,5/.54 TO STA. lwt-&5 /6:,1 lo ..351 I I <i'- /Ct, 1 To .,35' 6' I ~iij~~-Oij~?1T"'.,.' "-J6Xl5TIJ./1$ SLOPE ~"" 2'Saar'l'-J '-. '-. £AST-JVEST CONN£CTO.€ ROAD NT.S. CONSTRUCT/ON NOT£5 & QU,LJNTITY ESTIMATES 0) @ @ @ @) @ @ @) ® IJ£5CRIP170N CO!v'STRUCT 4'A.C./12"A.B ('GE/3 GENERAL NOT£ l0 ----- SH€€T I) CONSTRUCT 4' P.CC. SIDEW//LK PER. CITY OF JJ£{l!A'JRT BEACH, -STJ)-/80-L, ___________ _ CONSTRUCT CUR/3 ACCE55 R4MP PER CITY OF/t/EtVPOtf'TBBl::H.STO. 181-L A&B. (CASE "E") _____ _ CONSTRUCT TYPE-AP.CC CUJ:.'B 11NO GUTT££ PER OTY OF NEWPORT BE/ICH STD-/82.-L(t,,"CF~------ CONSTRUCT TYPE ,B CURB PER CITY OF NEW.FORT SEACII STD -/8Z-& ( & "CF) ADJUST EXIST. M,4JJ/..IOLE TO AN/SH GRl'IDE. ________ _ CONSTRUCT TR.ENCH DR4/N & CONNECT TO EX/5T. STORM DR4/N WITH G '1 PIPE. ________ _ CONSTRUCT FULL DEPTH AC. OVE.e. TOP OF LINK. TUNNEL. _________________ _ 4DJUST WIJTE,,e l/.4lf/£ TO GRl?DE. ___________ _ CONSTRUCT CURS /Alt.ET TYPE OL PER CITY OF AIEWFORT 13£./ICH STD-30w-L(H=t,,,.o; l=7-o') _________ _ COA.!ST. LOC/IL Dcl:'RE:$5/0AI PER CITY OF A.IEWPORT /3E/ICII STD -3o4-L { DETAIL 0,1./ SHEET 4 ___________ _ CO)JT. GPL./-~ OF 15" R.CP.(D 0 ZOOO) STORM DRAIN PIPE' ___ _ COrVST. &" P.C.C./c,," ,4.B _______________ _ CONST. Cl/R,8 6 Gt/TTcR TYPE" C ?ER PE'T/1/L 0/V SIIEET 4 / I CO/../ST. 5.0' CURB/· Ovr7"ER TR'AJJ.5/7"/0N('TYPS 4 TO TYPE"C) COIJST PIPE CON,VECTJON PER CITY STD -3/e•L ___ _ CONST CP'1 .5C~ 35 DR,4/N _____________ _ CDNST. 8" 6CR 35 DRAIN .f, CONNECT TO CATCH BASIN. -I" GTA. q+oz.c;,s TO GTA. 20-f.27.5/ (510£WALK TO BE CONGTRUCTEO) ... AS BUILT. ' . !D GJ?gbet1CJ3ei11,, William Prost ® c!;llssociates a~ PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS ~ P.0.BOX 19739 • 14725ALTON PARKWAY, IAVINE,CAUFORNIA92718 , .....,. (714) 472·3505 i il::.E!u-. C4LVIN ,e. W~ R-C.E . .B/0/3 D4TE. 2/27/2 C!',1 , DATE BY REV/5ED TO MEET CITY RE(l'MT51 LIPPR0VED BY CITY 2/27/90 DESCRIPTION REVISIONS AS BUILT APP'D, DESIGNED E.B. CHECKED E.B, DRAWN TS. DATE 7-80 CSI-2 HOAG CANCER CENTER STREET IMPROVEMENT PLANS GENERAL NOTES,CONSTRUCTION NOTES AND 'TYPICAL SECTIONS CITY OF NEWPORT BEACH ~ -!J£<t.-S-s PUBLIC WORKS DEPARTMENT SHEET Z OF b /' I • 10 ' 8+00 C/+OO /0./,-00 l/+00 12+00 -CURVE DATA ' -----ClJRI/E RADIUS-.-t:>Ellli LEN6TH -A /16.00' '?O'.'oooo" /82.2/' -13 46-00' 9o"ro'ro" ', 72,26' C ----. r--20,00' 9'0°,:::::t::rtt:?// 31.4-Z' -------<D Z24.00'-j{l_".55'04" 58.32' ----'E 240.00'. 3f3°41?Jo/-IG2. 4-7: '._ " X 25€,.00' 3B04?'oq" -·', --·-"· t ·,: cc...~ 178-30' , ,e IZ.18' l7°'r33_~3" 37 __ 7;3• ,' H 20.00 l08°5G'05 38.03' I 20.00· G8°40'Jq" Z.3.97' J 20.00' IIG 0 /8 1.:52" 40.GO' --------I< _25.00' B<i0 43c!" 3q, /5' ----- L ZS.00' 90 °21 '07" 39. 42' (Al 75.00' 90'00'00" 117.BI' • t - CITY ENGINEER • i ------,---- I -1--'----:--- ) • . ----+~-+-----'.00-- TAN. //6. 00' 4G.Q?' 20.()0' 29.33' [34,48' 9o.7r I 57.55'' ca.or' /3.G"G' 32..ZO' Z4.BB' - 25./5' 75.00' ~ ~ \j \'I) ~ I:'-~ -... -' w ·-~ ~I "9 t f':l '\. 'I-i-' ~ -~ ~-~ ...._ ~ ~ S€E SHcer 5 .R:>R Ct.IRE RETVRN PROFIL.ES •----------------; - I i ~ ;«) ,\'fl f'i I - (ORIVcW'AV N.£2. 1/0) REVISIONS I ,_ l -'(ORI//EWAV. • · fo· I/) _ I I ' ' I 1 25 I / _L,1/.C. = /CJO PL= 24.80' ,.30 zo APP'D. DESIGNED DRAWN T, S. E.B, CHECKED E.6 DATE 7-80 25-.35 zo. ...30 ,3C) 40- ,~ ---~--040 : ' rl I~ -~ I-.: - ~~ ~ \;'. --' l\j .... CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTM[NT SHEET 3 OF I,:, l i -' • • j j_--- --50~-+-1-- ' I . -j ~· \J . , Ill . l . .... ' ~ '-<:) \:; <S" o:i N ~ ·C)IO .,__ QI ~ \jj -f- i!!? _[. TOPOFLINK • ToNNE.L . . . ' .. ' . --' l __J_ ____ , l j l ' \ GO ' I ' i I i ' EXIST. 4.5" RC.P(PROTECT) {::)( IS r Z4" 0041 WATtfR L/Nti { PROTcC T) I G 1 = 2.1s % _Gz = IZ. Zb r.1 _ j PI=57./9: c;1 = 12.Z¾ Gz== /,48% 6£/3: GI-IEET 5 FOR ------1 ' I Ct/128 RETt/EN PROFILES I 5TO, !/31-L CASE~' -~r-1/4i /;I -,fi t/ TYPICAi.. 15' CURB RETU~,</ 11~· 11/ 1//'-.:,; N-T. S. (t~1/!-1 ,__=!ST. CJ7YOFNEWPO/£?.T i--:1 / , : BEACH 46 "STO.RM DRAIN ', ,, ....-, ,,:;-----+--~-----~'--~-~ ~,.-,. -~)· 1,;;-----.a::•-~·-:.:·B~_/,;A-; i:i~~~"l:,•-,,:::., /j TYPICAL 20'Ct/RB ~ETUR)( J /.I T-5, • -' • ' •-' , .. ·-.. •.• ,.., -- LEGEND ~-Ls~c.=:.i=,.=E=1=11===4=o=, =~ 4-C /A-B. FULL DEPTH A.C!,/TOP OF LINK TUNNEL ?CC. /A-8- 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 RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED--~------------~..,....._-CITY ENGINEER -DATE !D CJ?.qbertCJJei11,,'William'Prost C&c:3J,ssociates ':Id PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS ~ P.0.BOX19739 • 14725ALTON PARKWAY,IRVINE,CALIF0RNIA92718 .JI. ;9; (714)472-3505 ~ 6. ~ z-rz-~o C4LV,,/,/ £, vv~ RCE ·:3101a /J,L/T, -- ?/27/'. DATE /9 ·70 I . - (2)1--:-=L=O=C'-'-A='-::a......;.;;D;...;;:'E.;;;.;.'P.....;.'te.-='E.='S:c....;S;..;..'/ac....:.w..;;......;:o:;..::E:::..;.l;..:...::~..;..;;I '-=-- I -! f i @ OETJIIL 'S CUl?B {' 6t/TTER TYPE C A/OTG"-· EXCEPT AB MODIFIED HEREON, C0IJ5TRUCT/0IJ 5/-lfiLL COIJF0l?M . ,. TO CITY OF NEWPORT ,€E4CI-I 1 ;$T0-/83-L ;; _, .,- ' -- H=c,,.oo • ----1/ I COI-.IST.~-0 L.F-/I I IS"'RC.P c6'0l1) IJ1/ I 1l ~==7'~-;;CO:;:;N~'!J;:;'.-;T.---::;CA-:;;:n;:_::'CH ,SJ/5 IN IJ • /; TYPE OL PER CITY 1l ;Y STD-30to-L 1/ .I, L,~ 7· j I ! I. C0IJST. P(PE COA/;VECT/O,U PER CITY STD-3/2-l _ _ , -_tf-'j-.-4.PfROXIMATe ELeVATION! CO;:/TRACTOR Sll.4L.L VERIFY --PR!e;R--Te--£0Af9-t'RUCT/0N· CURVE _ _DATA CURVE RADIUS 0 3~0.00' @ 350.00' @ 300.00' @ 300.00' @ 25.00' 0 25.00' @ 316.00' @ 15.00' 0 15.00' 0 364.00' @ 15.00' @ 15.00° @ 364.00' 1------t--® 15.00° @ 15.00' ® 15.00' @ 15.00' @ 314.00' @ 15.00' 0 25.00' @ 314.00' (0 15.00' @ 336.00' @ 15.00' (j) 5.00' @ 286.00' @ 314.00' DELTA 29•30'24" 18°00'00" LENGTH 169.95' 109.96° 177.02° TANGENT 86.90' ----I 55.43' 91.17' 89°43°21" 39.15' 24.88° 90° 2 I '07" 39.42' 25, 15' 21°39'37" 119.46' 60.45' --+----,--t----,----1 93° 1a'32" 24.43' 15.89' s2°34'1a" 24.24' 15.69' 4°09°30" 26.42' 13.21' 91 °35'13" 23.98' 15.42' ---,---~-+----~-t 00°44'19" 21. 14' 12.15' 4°33'11" 28.93° 14.47' 103°48°52" 27.18' 19.14° 75•11'oa" 19_95' 11.16'- 103°50'17" 27.18' 19.14' 71°17' 14" 18.66° 10.76' 109°04°51" 28.56' 21.06' 59°59°25" 26.18' 14.43' 93.62' 118° 14' 24" 30.96' 126°41' 43" 11.06° IOl':38' 1211 4/.951 184,56' 112.35' HOAG CANCER CENTER 47.12' 25.08° 9.96' 95,62' 56.40° CSl-4 AS BUILT N-S CONN ECTOR ROAD PLAN AND PROFILE C.W RE//!SEL? 701--fEET CJ7Y REdlfBI • • ,4PPROVEO 6YCITV{?/;27}9o . BY DESCRIPTION REVISIONS APP'D. DESIGNED E. B, CHECKED E.B , DRAWN T,5. CITY OF NEWPORT BEACH DATE ?-B"3 PUBLIC WORKS DEPARTMCNT SHEET 4 OF -u- JN.23862. (76J I 01''28130" 1484.00' 38-20' + • " " " " 'O .. "' "' ~ ~ "' "' ~ ~ --N N 0 0 + " " -- '>: >: 14.00 f INT. CH. WIDENJNG PLANS) L 63.6J CALTRANS) ' ' 19.to' •••••• ••••• ••••• • • • • • • • • • • • • • • • •• -0 c:, ,,; .., • • • • • • • • • .-:··· ·'· • • . ., L PT • • • ••••• •• ••••• • • • • • • • • • •• • • • • . . : • • • :. ..... ·. . ~ . .---.. ... : •. ••····•• i ·\A.\A· 600~ !ULTIMATE P.C.H. R/W N • 0 ... .;; "' i t 0 o_ ,,c;_ \ \ 95.oO' @) i "' "' N i ,_o'zi/lO.' -~~A--__.;--~ ij 8 § 26.QQ1 + .. .. -"' ... 0 q .... ... ... .,. - \ ': ,._ . .. +~~~ W'i . -@ "'0 "'-"l. §} ---\-., • • .,, ... "'"' ·o .... <>O -~ ~ 'oa.ei• ~ ,, N 78°79•,o-w 478.3B' ---------...! ________ _ -~FUTURE CURB FACE PER--~ 029 'JO"W 554 • 92 , -Q Q ,; .... LPT ', P. C.H. WIDENING PLAN CONSTRUCTION CENTERLINE PER P.C.H. WIDENING PLAN N79°38l5 W CALIFORNIA COORDINATE METHOD CENTERLINE PER CALTRANS 1--------l----l--------- ' "'ll.J \ "' -~I~ "' -o '{j. 82 + '5.46 RAD. PT. ~ / {PER P.C.H. WIDENING PLAN) I ----. ----·---------. ·---------------.-_ ___. l/~181 €8 & OI.Ll+li!.~ l-t~T_ i2-eVl$IOt4~ -------------_ C,/27/68 ISSUE' DATE. ' -----1~-.... DATE BY L___ __ oe.sc.12,PnoN ---APP'D -DATE. REV ISi ONS R 15.00 \ \ (5m . ; ½ b rJ~-------- n J J \ J..-- \ \ \ \ l • "' I 1 I I I I I I I HOAG CANCER CENTER • INCREMENT N2. .! SHEET ~ GJJciq,'William'PrtJst®c!;Associates t-----------------..:.' -----1 PROFESSIONAL ENGINEERS. PLANNERS& SURVEYORS / PO B0X19739• 1'725ALTg:-,~~~:i:oY,IAVINECALIFOANIA92718 HORIZONTAL CONTROL PLAN CPG~ 1 OA ·s;.-- AS BUILT OF :10 SHTS. ' J.N 238bZ ' ' - • ------- J '- t i I • f D~IVEWAY.NS. 9: c~ee SH~;:,) /il;>RJZ ;_ I"" zo' :// €RT.. : : /" = Z ' -~--- - THIS PLAN rs SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED__,.,-----=---------- CITY ENGINEER DATE ~ber1~ei17,,CWilliamProst ® c§l.ssociates PROFESSIONAL ENGINEERS. PLANNERS& SURVEYORS P.O. BOX 19739 • 14725 ALTON PARK'NAY, IRVI NE,CALIFORNIA92718 (714)472-3505 -£~~ --z-rz-20 l------l-----4--------f • AS BU I LT DATE BY REVISED TO NEET CITY RFQWl/15, APPROVEO BY CITY 2/Z//90, DESCRIPTION REVISIONS APP'D. DESIGNEDE.B . DRAWNT .5 CHECKED DATE E8 7 -8'7 --; -:c:~ .,.\. . -. . -. . . -- HOAG CANCER CENTER CURB RETURN PROFILES CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTM[NT SHEET .5 OF (,, _ ...