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HomeMy WebLinkAboutR_5550_S- • • > 0 > ; 0 - I AK f I .::::j....._.:."+4-.!;• ":i.!'C:"c!'---~•:.;'cs'~,-; OIANGf -~ • a r • 0 0 • • • ~ • CITY OF COSTA MESA Vl(TQIIA r·, . ··-· < ' "'" \ ~ L \.....,- / •• ) l \ .. I L .. '"- ,0 "'-<- "l . (' " -0 • -< r COAST CO ll I GI r--,-----------,w, t------<OIANGf C • . ; -< fAIIGI u <I IJ AD. \ ' ' u C o CJ[TY NEWPORT PUBLJ[C-WORKS OJF BEACH IDJEPARTMJENT ,,, l"AClflC VI! ~ MfMQIIA\ I" A I It t ,,, C "'"'/'',---"A~D.,_,. _ \ 1 --·-... _...., IAT / 0 C E I ~~~~ I 0 .,.,-/ 4 A• -...;::__~ -, ''I ...___ 0 \ VICI N ITV MAP ¼ Q ¼ l/2 3/, 1 SYMBOL LEGEND -0-POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT a METER BOX -0-VALVE E-POWER POLE ANCHOR A MONUMENT -x-x-FENCE BLOCK WALL 'e~ TREE !J'-,1>-:i SHRUBBERY /¥ ..,,,..,,,,.,,,,b ASPHALT PAVEMENT ~..£g BRICK WALK 1 .. • . I l_:.:_.:_..;..:.:J CONCRETE t ::i ~-"="":<:I BUILDING -----EXISTING CONSTRUCTION NEW CONSTRUCTION ---t-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --<r-GAS LINE -£-POWER LINE -TE,-TELEPHONE LINE -rv-CABLEVISION LINE -s,o-SPRINKLER SYSTEM :tJ'. STREET LIGHT EMERGENCY TELEPHONE AGENCY · SOUTHERN CALIFORNIA GAS COMPANY' SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPOR:r BEACH (SEWER & WATER) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH COMMUNITY CABLEVISION <to,-'··) ~ NUMBERS NUMBER 634-3115 835-3833 999-5613 640·2221 962·2 411 EXT 241 642-3260 644-4471 SHEET 1 SHEET e. SHEET :5 SHEET 4 SHEET 5 SHEET 0 5HEE.T 7 'c>HE.E.T El SHEcT 9 TITLE. SHEET AND NOTES CONSTRUCTION NOTES AtJD <,!UANTITY ESTIMATE 6U5 TURNOUT· SAN J"OA<;?UIIJ HlLL5 ROAD BU:':> TURNOUT-NEWPORT CENTER. DRIVE (PRIVATE STREE:'T) NEWPORT CENTER DRIVE CRESCENT WALK ( I OF 2) NEWPORT CENTER DRIVE CRESCENT WALK ('2.0FZ) SLURRY SEAL AND TRAFFIC STRIPING... SANTA CRUZ DRIVE STREET fMPROVElv1ENT PLAN... CE.NTER DRIVE (Pi2IVATE STREET) 'oTRcET IMPRO.!EMENT PLAN ... CENTER Dl21VE (PIZIVME STREET) 'SHEET 10 SHEET I I DOMESTIC WATER AND PRIVATE STORM D!<A.IN PLAN ... CcNTER OIZIVE (PRIVATE STREET) DOMESTIC WATER A.Ne:> PIZIVATE STORM DRAIN PLAN ... CEI-ITER DRtVE(PRIVATE STREET") I OF,"2 '2 .:1F2 JOB ADDRESS BENCH MARK 690 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 0.C.S. ALUMINUM CAP STAMPED 3N-56-77 LOCATED IN THE MEDIAN IN SAN JOAQUIN HILLS ROAD, NE'LY OF JAMBOREE ROAO, 14 FEET SE OF THE NW NOSE OF THE MEDIAN ON A CATCH BASIN. 1976 ELEVATION -117.493 Contractor agrees that he shall assume 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 lim- ited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and alrliability, r::eal 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. ·' l ":l ~-~~~{ ·-1P= L~ ~ ~-&'~\ a, •<.le " ~1(lh ~\Wi_if.l;i O:i'.!) ,_./Uf! ~•i;,,'C,.1:§ BASIS OF BEARINGS THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE CENTER- LINE OF SANTA CRUZ DRIVE AS SHOWN ON A MAP OF TRACT NO. 6015 FILED IN BOOK 239, PAGES 29 THROUGH 41 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, BEING N9-10-26W. OWNER/DEVELOPER FOUR SEASONS HOTEL 1180 EGLINTON AVE. EAST TORONTO, ONTARIO M3C l,HB UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND THOSE SHOWN ON Tl-IE RECORDS EXA""IINEO ARE INOICATED WITH THEIR APPROXIMATE LOCATION ANO EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH l""IPRO\'EMENTS PUR'SUANT TJ.;ERETO AGREES TO ASSUME LIABILITY ANO TO HOLD UNDER- S1GN£O HARMLESS FOR ANY DAMAG£5 RESULTING FROM THE EXISTENCE OF' UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT lNDICATED ON THE PUBLIC RECORDS EXAMINED: LOCATED AT VARIANi:E WITH THAT REPO"TED OR SHOWN ON RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES ,:o PROTECt; THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL·BE THE CONTRACTOR"& RESPONSIBILITY TO NOTIFY THE OWNERS 01'" Tl-IE UTJLITtES OR STRUCTURES CONCERNED BEFORE STARTING WORK. ZS. SOILS ENGINEER LEROY CRANDALL & ASSOCIATES 711 NORTH ALVARADO STREET LOS ANGELES, CA 90026 DATE BY (714) 833-0070 ,.qp_, -TIIRI/Ot/T 51/EET 3 r /3115 TtlRl/01/T S/IEET4 INDEX MAP DESCRIPTION APP'D. REVISIONS CITY ENGINE.ER DAT DESIGNED i;: 13 CHEGKEO GPP DATE C,/7/85 RESUBDIVISION NO. 752 PARCEL MAP NO. 83-715 TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET / OF If ,/I/Z.1911 .:,: ,;;>.31 C\.3 (-;:s, .;2,_\9-:::i-I) FO\AR S!'.=A.SoNS 1--k>T~L -.:c ~ ? Q.Qvt~rlH::: rJr:S -.;i._ o r -:T l'fl 1::: S!Vl F F )) • GENERAL NOTES !. ALL WORK DETAILED ON THESE PLANS, EXCEPT AS .OTHERWISE STATED IN THE CITY OF NEWPORT BEACH SPECIAL PROVISIONS, OR ELSEWHERE IN THESE NOTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1982 EDITION, AND SUPPLEMENTS HEREIN AFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 2. 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 NEW FACILITIES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. 3. CURB DATA REFERS TO FACE OF CURB. 4. STATIONS SHOWN THUS~ARE WATERLINE STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 5. STATIONS SHOWN THUS (0+00) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 6. THE CONTRACTOR SHALL REQUEST INSPECTION AS REQUIRED 48 HOURS IN ADVANCE OF PERFORMING ANY WORK UNLESS OTHERWISE NOTED ON THIS SHEET. ). ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL (M.S.L.) DATUM. 8. 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 ANO AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 4B HOURS PRIOR TO ANY EXCAVATION AT 1-B00-422-4133. PAVING NOTES TRAFFIC STRIPING AND PAVEMENT MARKINGS I. ·PAINT FOR TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE WHITE FORMULA NO. 42A9 AND YELLOW FORMULA 1040A9 AS MANUFACTURED BY J.E. BAUER COMPANY, OR A PAINT OF EQUAL QUALITY AS MAY BE APPROVED BY THE CITY OF NEWPORT BEACH. 2. CONFLICTING EXISTING PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING AND CONFLICTING RAl?ED PAVEMENT MARKINGS SHALL ALSO BE REMOVED PRIOR TO .. APPLICATION OF SLURRY SEAL. 3. THE CONTRACTOR SHALL PERFORM ALL LAYOUT, ALIGNMENT AND SPOTTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETENESS OF ANO ACCURACY OF ALL LAYOUT ALIGNMENT ANO SPOTTING. TRAFFIC STRIPING SHALL NOT VARY MORE THAN 1/2 !NCH IN 40 FEET FROM THE ALIGNMENT SHOWN ON THE PLANS. 4. THE CONTRACTOR SHALL ~.AKE OR OTHERWISE DELINEATE THE NEW TRAFFIC LANES AND PAVEMENT MARKINGS WITHIN 24 HOURS AFTER APPLICATION OF SLURRY SEAL SANTA CRUZ DRIVE SHALL NOT BE WITHOUT PROPER STRIPING BETWEEN ANY MONDAY ANO FRIDAY. 5. NEW STRIPING SHALL NOT BE PLACED UNTIL SPOTTING HAS BEEN REVIEWED AND APPROVED BY THE CITY OF NEWPORT BEACH. 6. THE CONTRACTOR SHALL MAKE ANY AND ALL ARRANGEMENTS FOR CITY INSPECTION AND SHALL PAY ANY AND ALL REQUIRED INSPECTION FEES. STORM DRAIN NOTES I. STORM DRAIN PIPE MATERIAL SHALL BE REIMFORCEP ___ _ CONCRETE PIPE (1500D); ASBESTOS CEMENT•STDRM DRAIN PIPE (20000) OR NON- PRESSURE SEWER. PIPE (CLASS 2400); 2. STQRM DRAIN PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND CONDUIT INSTALLATION" IN THE STANDARD SPECIFICA~ TIONS. • 3. STORM DRAIN PIPE'BACKFILL UNDERNEATH TRAFFIC AREAS SHALL HAVE A MINIMUM SAND EQUIVALENT OF 20. NATIVE MATERIAL MAY BE USED ONLY IF IT MEETS THIS REQUIREMENT. STORM DRAIN PIPE BACKFILL BENEATH NON-TRAFFIC AREAS MAY BE NATIVE MATERIAL. 4. STORM DRAIN PIPE BEDDING SHALL CONFORM TO CITY STD. -106-L. 5. INSTALLATION OF STORM DRAIN PIPE, BEDDING, AND BACKFILL SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER. 6. ASBESTOS CEMENT SEWER AND STORM DRAIN PIPE SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 207-6 OF THE STANDARD SPECIFICATIONS. 7. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 207-2 OF THE STANDARD SPECIFICATIONS. B. ALL MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO FINISH GRADE AFTER PLACEMENT OF SURFACE COURSE OF A.C. PAVEMENT. CONSTRUCTION NOTES ;;N:;:O:-. ----~ DESCRIPTION • ---~ ~ ;.--_,,.,----\ CONST. 9" P.C.C./12" A.B. BUS TURNOUT PER SECTION A-A ON SHEET J.Jl------ CONST. 9" P.C.C./12" A.B. BUS TURNOUT PER SECTION B-B ON SHEET .4 -l'J------~ _________,.__ . CONST. .4" P.C.C. SIDEWALK PER CITY STD. 180-l ANO SECTIONS A-A ANO------ "B-B ON SHEETS 3 AND 4. . . I CONST. TYPE A (6" CF) CURB AND GUTTER PER CITY,-STD. 182-L. , ' CONST. TYPE A (8" CF) CURB AND GUTTER .. ----------------- 5 CONST. TYPE B CURB PER CITY STD. !B2-L •• -------~-------- 6 CONST. P.C.C.DRfVEAFFROAGH PERGITYSm.lGJ-L(f10O1FIED) ______ _ (j) CONST. A.C. PAVEMENT REPLACEMENT SECTION [8" A.C./SUBGRADE)c.--------® CONST. ~•A.c.,il4"AB ---~=~-----~--------=~-0 CONST. SLURRY SEAL PER NOTES ON SHEET 2.--------------- lD CONST. CURB ACCESS RAMP CASE E PER CITY STD. 181-L.------------ -11 CONST. 4" A.C./8" A.B. (SEE PAVEMENT NOTE 3 l.,/v=v::::::;r"v"""::::==:;:;=~ )/,\ ->< --" . ,. • V .. y ~-..,,.--......_ _cruE-CDNST;.'7 P.C~(UNREINFORCED)/G"A.8,PAVEM. E>JT SEt.,IQ.W.(SEE"PAVEM~NT ;· -· ·--:-N(_?LE.S-::~~-l2_;_{ 13 .).(AL"T. Ca" PCC /G"A,B. (RE.\1'!.FORCE.0 1A!7 .# 4 BAR$ @2..4" 0 C) ~ • ,-'-A -•• -~--------· ~~'----°''----"'V ,1_4 REMOVE EXIST. .DECORATIVE SIDEWALK & RECONSTRUCT Tl) MATCH EXISTING. -L5 ::cON5t s'x20' 4" THICK COi-iC. SLAB ·--=---:--=- -~1.::_co115T-VARIA!'LE T~ICl<NESS A.C. OVERLAY. • ,J} _:co .. sT.::\14"x_1'l:Z:~~CONTROt:"J"O\Nt:PER DETI\IC-Ot-r_s:HEET B ;-: ~-~ _ -- ~;B _(O!olS"C-'/2.--EKPANSTO=OwT:e.eRDETA\t::OffSRE.E'T/3~ ·--•••• ·----- --~ -:-_:::. 19 AOi:n.lS.T .WA._IE.R. VALVE._TO GRADE. _ -------- 2□ RELOCATE EXISTING SIGN.---------------------- @2 RELOCATE EXISTING CABLE TV PULLBDX.----------------- @ REMOVE EXISTING TREE.--------------------- REPLACE EXISTING TURF.----------------------/ 15 RELOCATE EXISTING SPRINKLER SYSTEM PER DETAIL ON SHEET 3. T AINING WALL NOTES DOMESTIC t'lfAT~R NOTES EXISTING ELECTRICAL VAULT MANHOLE TO BE ADJUSTED TO GRADE BY ------~ SOUTHERN CALIFORNIA EDISON. ALL CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO A.S.T .M. C-90, GRADE "N"/-JG SAWCUT ANO REMOVE EXISTING CURB AND GUTTER.-------------- 1. ALL ROCK MATERIALS SHALL CONFORM WITH THE SPECIFICATIONS FOR ALTERNATE ROCK AR REINFORCING STEEL SHALL CONFORM TO A.S.T.M. A-615, GRADE 40. I. DOMESTIC WATER PIPE MATERIAL SHALL BE ASBESTOS CEMENT PRESSURE PIPE -MATERIAL TYPES AS SPECIFIED IN PART 4, SECTION 400 OF THE STANDARD SPECIF!-3. CONCRETE SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2000 P.Scl. (CLASS coo) CONFORMING TO THE REQUIREMENTS OF SECTION 207-7 OF THE ;!J SAWCUT ANO REMOVE EXISTING SIDEWALK.----------------- CATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION) HEREINAFTER REFERRED AT 28,DAYS. / STANDARD SPECIFICATIONS. 28 SAWCUT AND REMOVE E,XIST!NG A.C./A.B.----------------- TO AS THE STANDARD SPECIFICATIONS. 4. MORTAR\SHALL BE MIXED IN THE PROPORTIONS BY LOOSE VOLUME OF I PART CEMENT TO )'< 3½ PARTS,SAND TO¼ TD.½ PART LIME PUTTY OR HYDRATED LIME ANO SHALL ATTAIN A 2. DOMESTIC WATER PIPE BEDDING SHALL CONFORM TO CITY STD.-106-L. ~ REMOVE EXISTING CROSS GUTTER.-----------------~~ z_=uGREGfilE!3JISE:MATERJl'.l_-.5HALL {;E CRUSttED MISCELLANEOUS BASEPERSECTIO.N 200-2 OF THE MINIMUM UL'.i;(M.ATE COMPRESSIVE STRENGTH OF 1800 P.S.l. AT 28 DAYS/'· MORTAR COLOR ~ CONST. ID' A.C.P. (CLASS-Z00)"11ATER MAIN. ______________ :..._ STANDARD SPECIFICATIONS, OR BETTER. SHALL MATCH BLOCK COLOR. 3. DOMESTIC WATER PIPE BACKFILL SHALL HAVE A M!IHMUM SAND EQUIVALENT OF 5. GROUT SHALL BE,MIXEO IN THE PROPORTIONS BY VOLUME OF I PART CEMENT TO 3 PARTS 20. NATIVE MATERIAL MAY BE USED ONLY IF IT MEETS THIS REQUIREMENT. / ~ CONST. S" A.C.P. (CLASS ZOO)_WATER MAIN.--------------- 3. ASPHALT CONCRETE SHALL CONFORM WITH SECTION 400-4 OF THE STANDARD SPECIF!-SAND TO WHICH MAt BE ADDEO NOT MORE THAN 1/10 PART LIME, WITH SUFFICIENT WATER 32 CONST IO'"B ~ CATIONS. TYPE, CLASS, AND GRADE DF ASPHALT CONCRETE SHALL BE AS FOLLOWS: ADDEO TD PRODUCE CONSISTENCY FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENTS. 4. DOMESTIC WATER PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS >< • -• UTT RFLY. VALVE (FL(; X RT) ON EXIST\NC, MAIN A) TYPE 111 -B2 -AR 4000 FOR BASE COURSE (3" THICKNESS MIN.) GROUT SHALL ATTAIN'A,MINIMUM ULTIMATE COMPRESSIVE/4TRE,GTH OF 2000 P.S.l. AT CONTAINED IN SECTION 306, "UNDERGROUND PIPE INSTALLATION" IN THE IE CONST. 10" BUTTERFLY VALVE PER CITY STD. 508-L.------------- B) TYPE III -C3 -AR 4000 FOR SURFACE COURSE AND OVERLAY OF EXISTING PAVEMENT. 28 DAYS. ' STANDARD SPECIFICATIONS. l34 CONST. 10" X 10" TEE [FLG X FLC.).------------------ 6. POUR ALL FOOTINGS AGAii,ST SOLID NATURAL UND!STURBE EARTH OR COMPACTED FILL x 4. A PRIME COAT OF GRADE SC-250 LIQUID ASPHALT OR SUCH GRADE AS MAY BE SPECIFIED COMPACTED TD 90% RELATIVE,DENSITY. EXCAVATIONS,SHALL BE INSPECTED AND APPROVED 5. INSTALLATION OF DOMESTIC WATER PIPE, BEDDING, AND BACKFILL SHALL BE ~5 CONST. lO" X B" REDUCER (FLG).------------------- BY THE CITY ENGINEER SHALL BE APPLIED TO THE SURFACE OF UNTREATED BASE PRIOR BY THE SOILS ENGINEER PRIDR,TO POURING FOOTING,CONCRETE. INSPECTED ANO APPROVED BY THE CITY OF NEWPORT BEACH WATER DEPARTMENT 3 CONST. B" X 6" REDUCER (FLG).------------------- . ' • \ ~ ~ ~ "1 ~ '\\ 9\l TO PAVING AT A RATE BETWEEN 0.20 AND 0.25 GALLON PER SQUARE YARD. 7. BOTTOM OF FOOTINGS SHALL BE A.MINIMUM OF 12,!NCHES BELOW THE ADJACENT GRADE. THE CONTRACTOR SHALL ARRANGE ANY ANO ALL REQUIRED INSPECTIONS AND • ">-3 B. EDGE DISTANCE FOR REINFORCEMENT IS 2", UNLESS OTHERWISE SHOWN. SHALL PAY ANY AND ALL REQUIRED INSPECTION FEES. >-CONST. 10" RT X FLG ADAPTOR.-------------------- 5. A TACK COAT OF GRADE-sS=lh-EMUtSIFil:D-ASPliAL i SHALL BE -APPttEO TO THE SURfJFA:e:c,-----------~9~!8~EtlN~E1D~RC1EtME~N~I-'S:H~AI~l~RE~AC~C~I IHJRA~I1-El'Y~)"rA~CE(.D)''~AN~O~SE~Clll!RIUEJ1D...!SillDLIIlHl.8AlI -11.IJ_IWIIILII J_NNQIIILBIREL ___________ 6 :--illw/irnf'MAJNSS;HJ\LUi/WEAMINJilliMOF30i~'5i:OVERFR.C;;,,;;;;;_;;;;;;~-------------¾3~9~~CO~N~S~T -~B~" ~R~T~X~F~L~G~A~O~AP~T~O.R_R°::. _ =======================================-=---------1------------_-il_, OF EXISTING ASPHALT TO BE OVERLAID, OR TO THE SURFACE OF A.C. BASE COURSE, DISPLACED. ' / 6• ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES COVER FROM SUBGRADE. ~ CONST. 6"-90' ELBOW (FLG). PRIOR TD PLACEMENT OF A.C. FINISH COURSE AT A RATE BETWEEN O.OS ANO 0.10 GAL/SQ YO. 10. REINFORCEMENT TO BE SPLICED 40 OIAMEJERS MINIMUM. ~ "'' '-"' -I'\\ II. ALL CELLS CONTAINING REINFORCEMENT /ALL CELLS BELOW BACKFILL ANO ALL 8" WIDE 7 • THE C N O CONST. FIRE HYDRANT ASSEMBLY PER CITY STD. 50D-L.,------------- 6. THE CONTRACTOR SHALL VERIFY THAT ALL UNDERGROUND UTILITIES, DRAINS, IRRIGATION BLOCK CELLS SHALL BE FILLED SOUp{y WITH,GROUT ANO RODDED. -• O TRACTOR SKA\.L NOTIFY THE CITY OF NEWPORT BEACI-\ ;,<. SERVICES, ETC. HAVE BEEN INSTALLED PRIOR TO PLACEMENT OF UNTREATED BASE. it ~~~uiE~~!Lr□B~Ewi~~Rg~~~~6 ~ix~~~g~E/~~~t~~O~~~~+-WITH REINFORCEMENT AND TO ---~. :~;;E~ct.'.'~~iN~l~~OA~7Z~!~N~~~ :~~~~~~DOWN t~I ~~~:;: :~:~::, 8 ~~~~/~~L~;~Y--S-TD_._ 51_□_-L_•=============================== 7. SUBGRADE PREPARATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 301-2 ELIMINATE ROCK POCKETS ANOee'VOIDS. '\. ---._ " OF THE STANDARD SPECIFICATIONS ANO ANY SPECIAL REQUIREMENTS OF THE SOILS ENGINEER. 14. GROUT SHALL BE POURED IN,[JFTS OF B FEET MAXIMU~ HEIGHT. WHERE TOTAL GROUT POUR ~ REMOVE INTERFERRING PORTIONS OF EXISTING 10 A.C.P. ----------- EXCEEDS 8 FEET IN HE!G~T, GROUT SHALL BE POURED IN 4 FOOT MAXIMUM LIFTS. j4 8. PLACEMENT OF ASPHALT CONCRETE PAVEMENT SHALL CONFORM TO THE PROVISIONS CONTAINED 15. ALL EXCAVATION AND B}ICKFILL BEHIND WALLS SHALL BE MADE. TO THE SATISFACTION OF - IN SECTION 302-5 OF THE STANDARD SPECIFICATIONS. THE SOILS ENGINEER/ ', ~ 16. OMIT HEAD JOINTJ,;:IN FIRST COURSE ABOVE FINISH GRADE AT-...J2" ON CENTER FOR WEEP HOLES. ~ PLUG END OF 10" X 6" TEE.-------------------- RELOCATE FIRE HYDRANT PER CITY STD. 500-L. --------------- "CON5T.-10" x a" TEE (RTX FL<S,\----------------- 9. PLACEMENT OF POtm.AND CEMENT CONCRETE PAVEMENT SHALL CONFORM TO THE PROVI5I0N5_Cm<TAINED IN 17. PLACE ONE CUB It FOOT COARSE AGGREGATE PER LINEAL FOOT OhWALL BEHIND FIRST COURSE 47 IN SECTION 302-,;, OF THE STANDARD SPECIFICATIONS. ABOVE FINISH/GRADE. -...__ '"°' CONST l3" BUTTERFLY Vc>LVE (FLG X RT.)------------- 18. WALLS SHALYBE CAPPED WITH A 2" MORTAR CAP, OR WITH B" X 2"'BLOCK CAP UNITS. 48 CAP END ·oF 13" A.C.P. ~------------------- ID. THE SOILS ENGINEER SHALL SUBMIT THE PROJECT'S STRUCTURAL SECTION RECOMMENDATIONS(S) TO,HE. __ .---.-THE PUBLIC WORKS. DEPT. BASED ON THE FINAL "R" VALUE(S) AND TRAFFIC INDEX(ES), FOR APPROVAL, PRIOR TO PLACEMENT OF AG.GREGAT£ BASE . 11. SUBGRADE PREPARATION, PLACEMENT OF UNTREATED BASE, AND PLACEMENT OF A.C. PAVING SHALL BE INSPECTED ANO APPROVED BY THE PUBLIC WORKS DEPT,____ ,-~ \.. V V --..,,.--"Vf _.::_roRTLAND CEME:trrcONCREfE PAVEMENT S\,A\.L CO~FORM TO SECTION 400-3 OF THE STANDARP. ~SPECIFICATIONS.CONCRETE SHALL BE CLASS s,:;o-A-3,50 /\N EQUIVALENT MIX MAY -"', & USED IF M'PROVcD BY THE SOILS EWGl~EER-:-C -• • L!.:; _--, _ __c":I3= 1CONCRETE PAVEMEIIT SHALL HAVE A MEDIUM.RETARDANT FINISH AND SHALL RECEIVE A " I _ _ COLOR ADMl)CTUF,E; (L.M. SCHOFIELD C\.IROMI)( \NTE6RAL COLOR lJ C-27 .: "WESTWOOD BROWN) -\ -_ OR AN APPROVED EQUAL. THE CONTRACTOR. SHALL SUPPLY TWO G.'l<';;' SW,PLES PR\OR ,o __ . -·~ ~ COM5TRUCT\Of..\ FOR RE.VIEW AND APPROVAL ey_-r,IE OWNEI!. : -_-~ -• ~ • -. . '"'-...;_;,.- -S-LU RRY SEAL NOTES-....--------.______,.,~ "-./ "--../'---'" ,_____,_. I 1. ~LURRY SEAL OF SANTA CRUZ DRIVE (SEE SHEET 5 OF THESE PLANS.) SHALL ONLY BE DONE BY A RESPOIIS!BLE CONTRACTOR (DR SUBCONTRACTOR). TO QUALIFY, A RESPONSIBLE CONTRACTOR (OR SUBCONTRACTOR) SHALL HAVE A SUCESSFUL PERFOR- MANCE RECORD IN THE APPLICATION OF CATIONIC AND ANIONIC QUICK-SET SLURRY ANO SHALL HAVE ACTUALLY PLACED AT LEAST 5,000 EXTRA LONG TONS WITHIN THE LAST 3 YEARS. 2. ALL SLURRY SEAL WORK SHALL BE PERFORMED BETWEEN THE HOURS OF B:00 A.M. AND 3:00 P.M. ON SATURDAYS AND/OR SUNDAYS ONLY. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF VEHICULAR TRAFFIC IN EACH DIRECTION AT ALL TIMES. 3. EMULSIFIED ASPHALT SHALL BE OF THE CATIONIC QUICK-SET TYPE UNLESS OTHER- WISE APPROVED BY THE CITY ENGINEER. EMULSIFIED ASPHALT SHALL CONFORM WITH THE REQUIREMENTS OF SECTION 203-3 OF THE STANDARD SPECIFICATIONS. 4. COMPOSITION ANO GRADING SHALL BE TYPE I, PER THE REQUIREMENTS OF SECTION 203-5 OF THE STANDARD SPECIFICATIONS. 5. AMMONIA SULFATE IN LIQUID FORM SHALL BE USED AS A RETARDANT FOR CATIONIC EMULSIOI< AGGREGATE SLURRY. THE AMOUNT OF RETARDANT SHALL BE THAT AMOUNT NECESSARY TO: (1) PROHIBIT THE SLURRY FROM SETTING UP PREMATURELY IN THE SPREADER BOX, AND (2) PERMIT THE STREET TO BE REOPENED TO TRAFFIC WltHIN 3 HOURS AFTER THE APPLICATION WITHOUT TRACKING OR DAMAGE TO THE 0 SLURRY. 6. APPLICATION OF EMULSIFIED ASPHALT-AGGREGATE SLURRY SHALL CONFORM TO THE REQUIREMENTS OF SECTION 302-4 OF THE STANDARD SPECIFICATIONS. 7. THE CONTRACTOR SHALL NOTIFY ANO REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT A MINIMUM OF SEVEN CALENDAR DAYS PRIOR TD ANY WORK. THE CONTRACTOR SHALL PAY ANY ANO ALL REQUIRED INSPECTION FEES. 19. LENGTH O)MENSIONS AND WALL PROFILES SHOWN HEREON ARE ALONG THE OUTSIDE (EXPOSED). ;fg ~ 20. CONTR ?TOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB. 21. CONT CTOR SHALL EXERCISE DUE CARE TO PROTECT ALL EXISTING IMPROVEMENTS AND >so - F LIT!ES WITHIN AND ADJACENT TO THE CONSTRUCTION AREA. '>- 22. SIGN BASED ON U.C.B. PROVISIONS FOR NO CONTINUOUS INSPECTION. l 1 CONST, I5"5TORM DRAIN PIPE /SEE $,ORM DRAIN NOTE·ti, l) --· CONST. CURB INLET TYPE OL(L=lo.o') PER"CITY STD -3OG-"L~--- 23 THE ASSUMED ULTIMATE COMPRESSIVE STRENGTH OF MASONRY BLOCKS FOR DESIGN= 1500 P.S.I. 52 . THE CONTRACTOR SHALL TAKE OUT A BUILDING PERMIT FROM THE CITY OF NEWPORT BEACH ~ CONST. JUNCTION STRUCTURE NO. I PER CITY STD. 310-L .. ------------ 53 CONST. 12" X 12" TEE.--------'----------------- BU!LD!NG DEPARTMENT PRIOR TO CONSTRUCTION OF RETAHl!NG WALLS. >-154 CONST. 12"-45' EL.------------------------ ~J_IQTO) GJt!berl ~eiI[,,'William'Prost <®. d;li.ssociates @,~ PROFESS0IONI.C ENVIRONMENTAL ENGINEERS & PLANl>ERS ~ P.O. BOX 2590 • 1401 QUAIL STREET. NEWPO~T BEACH. CALIFORNIA 92663 '>< ~ CONST. 24" STORM ORA!N.c(5EE STORM DRAIN NOTE. 1\ ® CON'S,: CONC. P\PECOLLAR PER C\TY STD. 3I:,-L ----------' _ -· .. _ ® _CONST. cuRe, fNLF# TYPE 05 PER ClTY STD. 30G-L--------- I. _CON5T.CURe, INLET TYPE OL (W ~7.01) PER CIIY 5TD. 3I0-L CONST 12" STORM DRAIN PIPE-(5EE STORM DRAlfJ NOTE. 1\ ==--' ____ CONST. 151'. ~~0° ~L ·®I -CONST. 12'' ~4S 0 EL I 0 __ G __ CONST. __ LOCAL DEPRE'.55\0N PE.R DEIA\L ON SHT. 10-'--------" ~ CONST. "LOCAL DEPRE'5S\O~-PE.R C..\TY 5TP-.304-L -------- --~ __ CONST. CURB_INL.:ET _"TYPE. OL-A(I-"' 1o'·) PE.R C.rTY "51D-30-S-L----- ,;,5 -·coNST.CLJRB INLET :TYt='E:OL (L ~ 12..o')PE"R, CITY ,STD-30GS-L ---'-~ CON5T. 4'' PVC.(SCH40J OR"'\" AB5 ('5C\-\ 40) -----------;:: A\.\D OU,LIT THRO\Jc,H CURB .. -------------------~ PAINT 4"5KIP WHITE STRIPE----------------- 12 f'AINT f>" SOLID WHITE STRIPE-----'------------- 'j; PAINT 4-" DOUBLE YELLOW STRIPE (TWO 4" WIDE, &"APAR.T)------- 14 FAINT \'l" SOLID WHITE STRIFE-----------------t FAINT WHITE FAVEMENT ARROl<l (A'=> INDIOATED ON f'Ll\f.JJ------- 1' . fAINT WHITE fl\'(Ef1ENT. MESSAGE: (A5 INDICATED ON FLANJ------- /b, 77g:-iCON5TRUCT "' .. 5 PULLBOX v _ ' @, CONSTRJ..ICT 3 PVC ( SCH 40) AND PULL ROPE. I ~ .. • . A • --·- APPROVED ,,,.-:-i 11 ()(, 1 n 11~~ RESUBDIVISION NO. 752 V-/dtr/£__~.J:kL_ PARCEL MAP NO. 83-715 l-;;'¾-eG-•;,-+-/iB-+i@:,"~-,R,"°'EY,"X'-:S:"'EO,,,--_t,ccc,::-:,v,"''ST"°.cc,v,°',7;:;r6"6~(0"1'°'t"'J~=Cc)-c.,-j«..-z,i,.,:;=""~,-J C,[T_Y_ENGlNEEJs .. ----r--'-.:.....:.'-'-===--=..!-'-'-!..!...--'-''-"'-'---'=:c_-'-...!..0:c_ __ -l , ,,..., ,-·"-R.E.Nn \/o79/ GENERAL NOTES,CONSTRUCTION 2~4'~. E.B •I&REV\5E\)CONS,.NOTE·t2:ADDE.DP/lY\tic;.._\R/ft DAT"\.,-,,, :z.1._1q~, NOTES,AND QUANTITY ESTIMATES '""' • NOTE5 \2;13ADDEDCON5TR.NOTES/i1\rl78 3/4"Y< .lS. DA'TE : (,,-7-85 · 1_o_A_T_E_L.__B_Y_, ______ 0E_s_c_R_1P_T1_o_N _____ _LA_P_P_'D_. l-c-0{=5,:J;'.:,)~~c-°-i-=----+c-Dt~A~:°''t'-· --l RC.E.. c..7'?587 REVISIONS CHECKED DATE CITY OF NEWPORT BEACH SHEET 2 OF 11 <,PP G/7/85 PUBLIC WDRKS DEPARTMENT (J.1/. 2197/ ) Fov\ R 5tS A50t0S Ho-rec IMP eoVE="'fl""NTs -~· -I/\llP 5//'! FF. ' ' -- -cOK!STROCTION NOTES ~~ , -ffi --J, 0-coNST. g" P.c.c./1211 AJ3 .. eu::, TURNOUT PER SE'.Cl!ON A-A -h\,O,bl_!=,HEET V \...I -\,V ~ON'ST'::41'--P.C.C.SlDEWALK PER ClTY S"TD. l.80-L AND ~ C\ AND SECT1ON5 "A-A" AND "E:,-t::," ON. 5\fTS 3 ¢"4. ~ \.!_;I CON.ST f>...C. PAVEME.MT REPLACEMENT SE.CTION ~ ,,,-.. (8" A,C../5UBGPADE t\::. 1 ~ CONST. CURB ACCE.55 RAMP C6SEEPER CITY ·STl;).!8H~ eD RELOCA"TE. EXt=>JING 5tGN N _ ti -RELOCA.TEEXTSflNG CABLE: \.V PLJLLBoX, '-: ~ . RE'.MOVJa: EXtSflNS TREE. . c< REC? LACE. EX157"1>.IG TLlRP, S-... , -· --5 \;Yl5TING ELECTRICAL VAULT MANHOLE TO BE ~ ~ AD.JLIS1ED 1D GRADE BY SOUTHERN CALIF. ED150N :::::,..J I. Sl>..WCUT f RE.MOVE EX\511\..IG C.URB ~ GUTTER . ~ .=AWCllT ~ RE.t-tC>VE EX'l5\INC:. S\DEWALK. t ~ _ SAWCtrtfRE.N'-OVE EXISTl\06 A.C./A.B. '-,) ---,JO>IST.s'xzo' 41'THIGK OOl'IC.SLI\E,, ·-~ ~' 2G'.~ , " '/, PROTECT EXISTING / (_ GUTTE'R IN PL4CE r /. ,..--, 12/3 1.0M/N 17 'T ~ \ri ~ • t-1 \ I \ ). I, NOTE: £)(/STING G(ITTER FLOW LIIV£ WA5 RAISE[) 0.04 'WITHIN BUS TURNOUT. L!M/T5 __ _ CtlRVc /.JATA N'a. ,1 R_ -·-L_ ·-__ r __ © /R~t71'12q 6'1.tltl' /f.tl' P.ffl' ® l1'J2'/C' Cd.tlt1' /#.i/7' :126' (C) CJ"-!J'ffC' J;:l.Jd.tltl' 4!.72' ,?,if.:/;' @= 1o·ztJ'14" '75,0t)' ~/3.?5' 6.78'----'_ ~ //°,:M,'. (1 .. Z00.00'. ;::38.7&' 1---19,"!4' _ . . ® 0°§2'40" 5;:l4tJ.iJtl' .9/. tltl' 45'.:,tl' )u',) - ) ' .,__._.-- ~I:'1 /.J/57: - f---• I 2 _ N5Z01/4'34"/II ,- _J _J ,e; • ' . I ' • . ~" a - Pl<.OFILE: ":>CALE 1-\0Rt'L: I" -ZiJ' • VER'f: I"-4' PLA.IJ <oC.A.LE= \ ,, = ,8{1' SAAi ~- -. ,Bt/ a . - . ... ~ . 29 ROA/.J 203.21 8. IV r. ~ ~TD) CJ?gbefl CJJei11,,CWilliam'Prllst && c!:Jl.ssociates ""-"@~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~ • P.O. BOX 2590 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA_ 92663 R' "I. t17 /_ ..tL f/ IJ /l A m try a3'-oo,o ~ -5<'.'.)(tl, ·,X. lv1Vf(7, II,-.v 'DA,E.: u,-7-85 . R.C:E, c.7<?>87 . __ _ ~ ff YAJI ✓iJ4tUIIJI h'/LLY R.O. ' . ' I (bRE0'SEP_COll5T ll17TE (0 DATE BY DESCRIPTION APP'D. REVISIONS - /3tlS TtlR/.ltJtlT .f'CALES f lf(}RIZ. : /11~ 4' VERT. , 1":21 DESIGNED s.r. CHECKED G.P.P. I. I DRAWN T.SI/AREZ DATE ;J',41!}. 14, I 985 - CITY OF NE!fJPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 11 :::r: .;,319.3 (✓.,V.Z/.97/) FovtR .:5E:A60(\),S 4oTEL .XMP{<0VE=:.MGDTS -..Q.o'-.TM?.S/V\FF - ( ' ) / ~ ~ 0 - j--- - -IO ~ +-• - --+-~ PRDFIU:: ¾ALE \-10Rr1..: I" -2c7' VERf: I''-4' -9/ . ' PLAtJ <oGA.LE= I'' ~ J?cJ' .32 -CENTER ./JR/1/E-J3 JZ ' ~ k.: ~ ~~ ,-i ' ~¥ ' ' :,r Cf/Rl/E.OATA L T Z/.!~ ld.75' i.Yo/11/3'' 5(/.tJtl' NO._ _ BEAR/NG , DIST. ® /6.74' o'-45' ,;,z.?6' :3/-28; - %Z4C' l/./7 1 zz.c~· //.45' ___ -I]] _Na2°5z.'41"w~-:-__:___ _ 13.41 (l) f-'=-+----,----t-----+-----"c'--------11----t---t---t------J ~ N 33° 23 '18" W ~ I 1~ 1't 'W.qbert CJJeiI[,,'Wil.liam'PrtJst ® c§issociates ./_ ~ ~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS G::;:;3 P.O. BOX 2l590 • 14()1 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 92663 LS. ~ti? tf. .; I:,, /Jt ' OA. .. rta:.: fr>-7-85 --- .N E ~ I -~ --- #ai'Pt?RT I ~E#TER 1.7/.?I~ ~I I I I - ' .J'C4LE.f { /2-'&RIZ .-1 ''.: 4' WRT. .-1":2' CONSTRUCT/ON NOTES ,,,-;:, -• -~ ~ ~T. 9" P.C.C//c"A./3. BU!j TURNO/fTPEf~J/STION B·B_ON-SREET4. :~ --:_~- -ezt,:~_ -,CONST. A.C.PAVEMENTRREPLACEMENT_SEC.T_ID___c 8 A.C.SUBGRADE) ____ _ ~'RE!v/OVE_E){/STING_T< 'EE_ _ _ __ _ : _ _ __ _ __ ~-"p;WCIJLARD.R£/VJOVE EK/STING S/i:fEWALk • -: • ::_ _ -=_-- @= SAWCUTAND REN/OVmSTIIVG A.C/A.8. --_ ----_ , , __ ~ _ CONST. 4";/!c:C.:.SJDEWALl<_PF_R_ CIT)'_~5TD. /80~LAND.::.SECT/ON5.AcA_y_J:il3-'0'llLSI-IE:E-7:S -5.f 4 --cc -@=-coNST4"-AV,C.('.5CH'4-0) 0R'f"A85_{5Clf.4o)7flvO::ourJ.ET.]BRO[l=VRB~ ~ - / l--+----t--------------i---.APPRr,;/)01_1 ///JI}_ REsuso1v1s10N No. 152 ~u.v~/t.. PARCEL MAP N0.83-715 ~ c8 Rl?l'ISeo L'oilsr.:1'/oi-£._@,~-----f~/,-. c1r;.E, ~':,"/,1g; t----8-U_S __ T_U_R_N~O-U_T _________ --i l-=;;,,'ic1 =--+-+.,;c;:e::-;-v-:;-:,.,,:::sc=oc--:_""""=-:-::===1-:::xcc;e';;,fJJ,;::=:;=o;;:--~e'C=-=~-cf-,e~,;;;;.;M DAT<J{JIIJP ZI, /(}fj C: NEWPORT CENTER DRIVE LU -ec..e,: _ ,cnw (l:E'=1=:0 -- -• ¥-' ,,,., DATE BY DESIGNED DRAWN DESCRIPTION APP'D. s. T. T. .5!/AREZ CITY OF NE\"IPORl BEACH - REVISIONS CHECKED G-P.P. DAJ~T/6'5 -PUBLIC WORKS DEPARTMENT " SHEET 4_0FIJ ) I.. \ ! ' P.A, I ' I 9.oO' .. ~ -~::~. 1/, --•• ~~~ ~ ~ """1P'----'Y •• 'c-'-Sl lj ' ,,_ '?l.OPS.: 1" il/'!:,e. F'E..it l'-O' ~l>J. ~ ~ FIN~ ON /l " '!:ilDE.ti. ':',!;.Ea 01A'-JDA~ / • • R,AV,P Ps-v,..JL.. IBI L,, C) ¾"--1'-o" - - --~DiJ,JAI..K FOUR SEASONS HOTEL f.'A- .f ~. 1' 4 ' .,. , F.~- tJ ·:-. . •"' ;_,_ "'i:,;· ~~:""""" • • ~ "' .00 ,· ':ift F.-&. '?,00 .f', ,,I .f'c.• -d::9"---~#-------,:o= F>M~ /:;.~ ,· E><POe>E.D -.,._r,:: fl',V,~ #;_ \' .~-;4-~F,~_:,="-. . ,,_ _ ·: cflFA. / . , l' -'.'-, • ....... ,\0 , ~ _,;,.. ,t ·~~--1 •• • , t:::i•iia1c::11~ ✓i<------"-.;,-------+,c\rt;.AJ,,,. li-t-U>RC,~~El,Jf A,._ ', / <;, ~~ ' , ~ ~,? ', " c~ l> , " ·o ll,1,. ' " ~ v~ V / NOTE: THIS DRAWING IS A REDUCTION.• Gl.JRvE. I I L G,G,,'j.4~ __ \4Q_e4-' Z.4-'' \74-_\_:J __ e,,-z.o: o:o---r..;:•-'?A' 'Z4" 1 (pT,:?;,1---_ - t;'o11sr1<ucr1a11.J1ores, I ffir-'A0Jl/5T}4A/JI/OL£ TOF/N/SJ/ G/PcH/At./<' £Lc//AT7c?N @-c _A0.7L/ST-ClcANOL/T_ 7Z? FIN/SIi 510£/MU< £L£//4T7tJN 1\1 PA • ~(\\-__.o.f.<_:"':..,· ___ @fJ .. "'7 Dl:,lK·O·JOli-l'f i.Jl'TH ~ E.Xf"~N JOIN'f ' ~,_ ___ __f_,,.;~,_0+ r.'A. ,,,_'f u, ~·O•JOll',ff ril P.A. (t-1.,.c..) ~. v, • ;;,,<"'-------""1>1i"" ~~ ' f' ~ti~ :.~~\ ...... ,:::___--( P.A. .11 ;*' . ' .,,, I ill ·3_. ¾ f"\li •. 'i ,IJ.1< ",,,..... . \, ' ~' 2/8.95) """1 . 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' Ii I, ~ p V-ED • Pid-1/-RESUBDIVISION NO. 752 , ~ , • I ',' ·, ' -.. LL~A:f~ -. Jf~~ oAre, o/Z,,,/e& DATE: J../;1-,:::v/ 'of. . DATE· BY DESCRIPTION APP'O. -J • -frRCBbR~L£NM{l6i/' A:! . Z799ZD(dR-17:t/ft,a/aJ/9CJ )_-.REVISIONS ' .. ' -. -- CITY /',l/tfl,l/l'ER 3/2s/aG DESIGNED DRAWN !"."'-·. I"-."'-. CHECKED DA_TE e.e. . 3·\"J·I¼ PARCEL MAP N0.83-715 NEWPORT CENTER DRIVE CRESCENT WALK PLAN( I OF 2) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 11 ;r....Q,3/ q 3 ,1 -: ( .;s~ 'i ~ t) FO uR .s~ ~/V..S t-1oTeL I/liPR.o<Je;VIE./\JTS -ao· -.3:,¾P .S/VIF'F b,J ~D ~1-1~'=',~@ 1;.,,'-111 r---------t-1 I • I ~ I - ~I=' CCNC~ f,,Jlll!l,t:-t,: ~-FO~ t!iOJ.fiD "To ..,,...,.,. 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""' ~--~P-1 ..bl"lt" AU. .. ,~~- y,,". "-' <!M"1'H "''~"~ """"'-· ~ ot-.1;, ~D. l!;f'Ac.£, DO~ :2-4 0,(.. CD__:::f=,,=:::..:~::..:IN0-=--:.N.::t:::.:.:W:....P,:.:..~.:::Y_I N __ "1:__TO=--W/-Lc..:....:..:..l. '?_O_!Z._'?T,-'-"A_l~_:o ___ _ THE SWA GROUP .• .-,i ~- ,--------N1'1J = "'\/lN(, ~-------"~" ""1t. 10 (:.,,,., l,JIR.6-ME.~ ~"~~~~~ --c+J JcoJf FIL,L.1 -~ ~. ""'"-'Va' Heu. I~ ISXl,;Ji>JC, ~-lii,f't))c,'( Yz.~ck,)1,.1~• ~ ~ IN P\"""'6, ~ 0-µ.. £,I..(), ~AGe-DOWEL.I> 24' o,G.. 5)(1,mN,:. .:oNC><E.'!!S: -. ----- l §a"-'-:i~Ja-<-!I __ LJN~1"Jl'll5P «,. ~ . l ~-,f',----------.1., ,ii± ~ ..JOIN11'¼::> N!:W PAV!Nh To EX~1iNGi PAVING, ~f---;~;;,_-:;,,;----'---'----...:.:...:..:.c..:.:..::~~.::...:.=------ CRESCENT ,rJALK ( NEWPORT CENTER) ... _ ti Jf':N )!}8/2 A,JP R...."Yl::l::l 7-1 Ff.:Bc 19Al. fl.JI? ~U'i:fm:b),.. ..... -( )1---- -·~ LANDSCAPE DETAO S a . . J ~ g 'j-~~ 0--<-v-DA,E8-/~~ffo • ( . . :, . . • . . DATE BY QESCRIPTION APP'D. DESIGNED . 12-.\c... .REVISIONS CHECKED E.B;~ . DRAWN J<.. \<. . DATE RESUBDIVISION . NO. 752 PARCEL MAP NO. 83-715 NEWPORT CENTER DRIVE CRESCENT WALK PLAN( 2 OF 2) CITY OF NEWPORT BEACH' . •• PUBLIC WORKS DEPARTMENT SHEET 6 OF II :r. ~3 /"l.3 (:::r. d._ \9T\) FOi.A(< -5<::A:::,otu~ l--t-C>'f"E."L IMPR:oVGf!1/;:"':':t:".;> -ao'-:::cNiP .S;VlFF ~~ '1 ~ ~ {,\ ~ ' "' ~ ~ 'f c.., I /; j j c,· o/,1 1·tr ,< ~ '1--. ,ii' " 11:J"" 7' 17' - \<J F'l>--1\..lTtO \.J ✓ 7' 171 7' ~ -~ !!_ ~ 'IJ\.1 rf e Li f.J t =:::-, ~ 011<; I Pl \--JG De~ll- \J:r"" 17' 7' ) ........ ....... ....... ' -..... ........ ' -..... ....... ....... .......... ....... _ ....... ' ....... ' ' ....... ....... ....... --- -- --....... ------ --- ' IO -'-- NOTE: 5EE SHEET e. FOR !:>LURRY '.:>EAL AND TRAFFIC STRIPING GENe.RAL. NOTE.'5. 75 (TYP) -- -- /!J =--------- --------I ------ / < \ \ EXISTJ_NG STRIPING CENTER -DRIVE EY/ST STOP 5/GN '--.. -I V E"YIST/N _ -9 EDGE OF_G(/TJ_ER --------- 17 -- I ULTIMATE ---- Ct<:U"Z. L - SAN CL MENTI ORI E: STRIPING t J 1/..: 11'.-I % '" I " \ ~ II<: -.., + ,:) - I I \ -- --------- 7 - \ 1" \ _j i2 -- - @ ----9-_ I -- -- OR\VE. - DATE BY \ ~ \Tn tv ~ ~ ,t,, Q " '~ 'l, ,, I \) ' I \ c,g ~ " "' 2' -z. -\ m \\\ -p ~ I s:) ~ ~ <.. :;<) \ ~ ,,.-C:[:,:,, ' CONSTRUCTION NOTES- ; 0---CONSTRUCT 4" RC.C._S!D£WA~K PER CITY STD. /80-L ANO SECTIONS A-A AND BB ON SJ.IEETS 3 f 4: ~ CON:STRUCT P.C.C. DRIVE APPROACH FEK. CITY STD./C:/·L (/100/Flt;D) 0-CONSTRUCT A.C.PAVEMENT REPU/CEMEAIT SECTION (B"A,C./SUBGRADE) ~ CONSTRUCT 4",4.C./14 "AB - r:;>, @-CONSTRIICT. Cl/RB ACCESS R4MP CASC E PER CITY STD 18/-L ~ SAWCUT AND REMOVE £X75T/NG CURB AND GUTTER. Q, @ 5AWCUT ,4ND REMOVE 0(/STING SIDEWALi<. ~SAWCUT AND RE:MOVE q(ISTIN6 AC/48 r::;:-, @--COl'IGTRUCT SLURRY SEAL ?f:R NOTE.5 ON SHE.ET Z _ ~ FAINT 4" SKIP /</HITE STRIFE --------@-=FAINT 6" 50L70 WH/TE----STR.IFE--~FA!NT 4" WUBlE YELLOW STR/Pe (Tf'IO 4"WID£, 8"/lf'/lRT) @-FAINT IZ''WHITE S<Jl/D WHIT£ 5TR/f'£ - ,,.- ~F'/l!N7 WHIT£ FAV£!1£NT llKROIV(IJS INDIOIITEDON t'LA/..1) -- ~@!!fd;;'_:::t::L,,,W,,H;;J;V;';!f;: ~~!GE (/ls IAJDIG!VtD ON FLA/,/) i: / <;,, ..I) '(. ~ 91' ~~ .,,. ---- -CURVE.-- _(A) DESCRIPTION CURVE:'OA,A -- -R ·.:::i,--L T 30.00·· ~C.."57451 48-Ga' 31.5~ -: ~RAFELCENGINl::£1'< __ APP'D. .Re.NO MT£ DESIGNED 5.T. DRAWN T.5//dfi'EZ ---. -- ------- RESUBDIVISION NO. 752 PARCEL MAP N0,83-715 SLURRY SEAL AND . TRAFFIC STRIPING PLAN SANTA CRUZ DRIVE CITY OF tJE\1PORT GEACH \ \ \ \ REVISIONS CHECKED C..P.P. PUBLIC WORKS DEPARTMENT SHEET 7 OF 11 ) ) I \ J / I \ LEGEND -_-_--~c-c .CONTROL :TO/NT (Per Detail Herrzoo) .r-- --j<<::<:::j-AC/AB ......... ' r I --~I -~I-PCC/A8 J - I s.oo' O~(VRVe ,- 1 I 10.00 1 OJ/ Cl/RV/! 7 I I 5.00 1 • tJNCVRv, LOCAL /JEPRESS/0/i/ flElAIL .5CALE 0 /"•IO' 5.tJO' ' ,. I ] ______ ....J ~1~ ~lt,j ~\~ 1&.001 ON CUR//€ 5.00' l)JJCURVE tOCAl /JliPRESS/tJN /JETA/t. SCAlt!' I'~ /0' 7 1 -/:, FILL Wl5EAUJNT- ½'1 vf!.!t ~~"pc.c. I l @1 CONTROL ,TO/NT OETAIL ( N'.7-5.) CONSTRUCT/ON NOTES ®--CONST. 4' p,c;c SIOEWALK PE:R Clrv' ST/?. /8<?-L.. ("";\ - _ ANO SE:CTIONS A-A ANO B-B ON SHEETS 3 (4-. ~ CO/I/Si. TYPe A (~"CF-) CURB ANO GUTTER PER C/TV Sro. @-coAIBr.7YPEA (8,CF) CURB AND 0UTTER @-2--CC?N.Si. 7VPt:' 8 CURB PER CITV sro. /82-L. 182-L.. = c:, C, I-\ / "· -//' ~CONST. A.C PAVt!NENT REPLACEMENT SECT/OIi/ (8"AC/SU8GRAC7£) GA.1:5,-J' --v-coNST.CURl3ACCeSS RAMPCA5E "E"PER CITV sro. 18/-l.. ------Evn NS.'I -r. NT OET/'IL ~CoA/$T. 7' P.CC/G',-1. 8 PAVEMENT SECTION (SE£ PAVEMcltlT NOT,F.,S 9, 12 ( 1.3).@) "'.JA ,ON u O/ -rr {!!,J-ADJUST WATER VAll/E TO 6RAOE. (ALT: i'P.cc/r."AB WITH "4@> a4'0.C.BoTHVVAY<')' (NT,5_)" __ _ ~ SAWCUT f R€MO//€ G)( /STING CU/?8 ,( G//TTER. • CURVE: OATA r,;;;;,.•@--sAWCLIT I RcMO//c E..YIST/IVG SIOelYALK. ~ SAWCUTIR&,/CJI/E e.:<ISTING A.C./ AB. C,\ @--REMOVE E,r'IST/NtE; CROSS 0c./77tER. ~ CONSTRUCT 4"AC/Bn _A.8. /lo. RErERENCE A R L T @--CO NB TR UCT //ARI At/LE Tfl I CKNE G'S A-C o J/ERLA It' (t'o/✓ ,q,~-,e =*re A,-.Q ~ @-i---Ncc,-:L-Vc-C-,--u.-R-B-,----t--8-9_0_4<_<?_',..o-3-.:-t-3-;;-.-=-,,t--.5-4.-_-7-7-:,-t--3-4.-_ e.-o--cl' ,,:;., -¼" ½" ✓-P?,,,,.,~""'v.-,r/uc.~Aa_r:f__} 113\ 0 , , 5. ~• I ~ CONSTRUCT ~ )( I z. CONTROL JOINT P£R DETAIL ON SHEt=T 8 ·-= M£0/AN CURB 180 a> 00 = /5. 7/ --~ @-CONSTRUCT !/z "-t=!<PANS!ON-JOINT PcR 0£TAIL-ON SFIEET 8.. 1-~-;,c.a;-t-5-=-'L-:V--,-C=-t/..,..'R.=8:--t-/-:IZ=• 5.""'-g=' 2,-o-=n---t--.3-=-3-:::_-a;1=,-t-G'-:::9.-0-l-,-;,-t--5::-:Z.:-. &"''.G--71, .: \!!) -COM5TRUCTLi5PULLBO;r' @ N'LY CLIR8 28°30'58' 191,a:J' 95.0,:b' 48.54' ' @--CON5TRUCT3"Pvc(sc11~o)(PULLROPc ___ ___::=--_--:-= --<eJ--Mc.t7/ANCC/R8 3,-,,•37'34-0 155.00' 99.06'' 51..30 0 g STRE£T .48°02 143' /!30.,Z,' 125.78' &,&,.(%' @ Mt:tJIAN Ct/R8 3&,' 37'34" 145.tJO' 9Z.w9 47. 9Y' II .JI ® l. M .R ® ® S'LV CC/R8 19• 30'07• 109.CO' 37. 10' /8. 73' N'LV' Cl/Re, g.3•35'37" 25.cv' 3w.47' ;22.3Bi Mc/7/AN CI/R8 158°21'.30" /.50' 4.;5' 7.85' McOIAN CURB 22° 35'57" 100. a:J' 39. 44' 19. 98' S'L.V CUR8 N'L.V CIIR8 t, STRt;l3T .J.-lcOIANCURB _MEO/AN CUR.8 S'LY CUR8 MEO/AN CO'RB 9° 42 109" 400.61:J' G 7. 74' 33.95' 7" .3S'4Z' 471. 00' w!5.J7' 32.64-' c,,:44' .30.7G 529.CO' 57. 35 1 28. 70' 5.a:/ /5.7/1 I SHEET B OF // :::..s, 3 I q-3 (uN-2f97!) ~o£AR .StzA.SoruS t-+OTE:'L.... ::J:M PRoV6'/YI-CI\JTS -&~' -::C/YIP SNlFr" ) 1 - I ~~ ~ 8 ,!3+2/.27 __ / (f; !N7:) I r I I I I I f----- 11 NOTE: ---• SEE FINISH <,1?ADIN(i ,L/ND P,LJVING PL'1N rVR F1JUR SEASONS NEWPORT CENTER FOR DEMOLITION OF EXIST/Al(; CENTER DRIVE '11•vJPROVEMFNTS //ND £)(/ST/NG UT/Lt77E5. SEE SHE.ET 8 FoR DOMEST,C 11/AT£R //NO PRIV4TE S701elrf DRAIM IMP/<OY,!i'M£WT5, --- I ill J '.i jjjf, ts - CENTER. DRIVE (PR1VATE STR E.ET') I . i I c:':;Ot0STRLJCTTON NOTE'=> -:--0 CONSC 4" P.C.C. SIDEWALi< eEKCIT'i'STD7cfOlJ: _ ---------~ AND SECTJOl-.\5 A-A AND B-B ON Sf-\EETcc, 3 , 4, --~CONST TYPE_A/<c,"C.s.) CLIRBANDGllTTER. _ _ __ -Q F'ER_CITY 57'D. 182-L --- -_ i _ ~ ~ CONST. CURB ACCESS RAMP 7'YPE I PER CITY STD. 18 I-I ~ CONST .. 4" AC:/e"u.13. ($EE. PAVEMENT NO,E 3') • f\4' REMOVE E)(l":>T. DECORATIVE 5\DEWALl< -i: ---~ RECOl-.lSTRLlC, TO MATCH E><ISTING . 'lfEJ 1"'f_ <:J?ebet1 CJJei11,,'WilliamPIOst '® c';llssociates ..1... ll\ \ ~ PROFESSIONAL ENVIRONMENTAL ENGINEEflS & PLANNERS ~ ~ P.O. BOX 2590 o 1401 ~UA\1-, ~TREET. NEWPORT BEACH. CALIFORNIA 92663 .fJ, _ JD. f iX J:;,f&<_ §.'.::~'. •Ql00"'- S.ROl:>E.RT l<ALLEf..l"' ,:'.:' IGl4 DATE.: ~-7-85°' RCE. c.7387 &, 14 CURVE .. DATA LOCATION 4 R L T C) N'LY CURB " -;30°00'00'' 1 ·1s.00'__23,SG~: 1.5_00' F N'L V C'URB~-- ,c, N'!..Y CURB H {t STRE:.ET J 5'LY CURB (is> N.'LY CURB t._; N'f_ Y CUR/3 M} N'LY_ CURB @ _N'LY CURB ' OJ 1,/'LV -CUR/3 _ - '.}O O oo 'oo" 90•00'00" 46"43 1 2311 f.1_0 08 100 11 14400' /4/./0' 76.80' /20.00' 18850' JZ0.00' 96.00' !5080' 96.00' i0.00' 17.90' 10.00' 9.51 5.15 1 /5 oo' 12,2.9' G.52'.. 20,00' JG.JI' 8,64' 144.00' 27. 98' /4. 03'. ~ (/J;Jz()Jif! 1---1----+------------,~ CITY E/.IGl#EEI? ;aT!J/ R.E. N,~o-=-=-=---l--+--f-----------;--11 DAT• , lolc..1S..19fil RESUBDIVISION NO. 752 PARCEL MAP NO. 83-715 STREET IMPROVEl\llENT PLAN CENTER DRIVE (PRIVATE STRt.PT) DATE BY DESCRIPTION APP'D. REVISIONS DESIGNED . _DRAWN _ _ ei:r_ --~ _;o.~ F CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET -':!) OF I\ ( ,J.,,,,?/971 J F"OU ~ ..SEA-.SoN.'.;:. t-;.c,T -L.. Ill'1Pf.2ovi;;:,.,vi8(0TS -a..o' 'I/YJP5Ml="F .. ( ) ( I= l -. . . j = I ' ' t. -. 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O, I 2.so' /, G,8,0lF 50 s ~0,0108 ' · ~-.:l'T.z4 1 -d=I ' l-----• 1 . --,-- -I-:-:---: +-- ---. • ~l_.,., ~---t= I • ·- !·=v.,..........~: l0'4,CP..c::ffl4TER lll/E toCATIO'IIAIVO ElEtl4TIO/J TO BE tlGRIFIEO BV CONTRACTOR ,PR/OR TO CONSTRUCT/OIi =t- _-_:t=-!- ' 12. --+--·i ... ::±== 1-_j_ I, I I , Tl "".'... I -+-- 1,3 / -----------I'"""-' I ---C--.::::->----' 24" J'T:;;M llRA/N PER - 4 SEASONS IIOTEL FIN/Sf/ 6R4lJl;1/G, PA//IAIG, 4N0 _ ORA/IJAGE.Pl4J/ i -1-'-I ' • I..:.::.__; I I ,. _,_ . -- ' -l-. L: -~-- . -.. >--- : =t 1"".'.' ..... '." ' ' • j _-_I_L •• -:=:::::==-:-. ! CONSTRUCTION NOTEB &-CONSTRUCT to' A.C.P re LASS 200) WATER MAIN ~ CONSTRUCT 8" A.CR {CLASS ZOO}WATER MAIN ~ CONSTRUCT to" x /0" TEE ( FLG K FLG} @-CONSTRUCT /0')( 8' /2EOUC£;R { FlG-. )( PLG) ~ CON5TRUCT8'Xc;f' R£DUCER (FLG, K FLG) @-CONSTRUCT 8'R.T. X F/,G. A OAP TOR ~ coNSTRLICT G"~ 90• Gt,80/V (FLG. X fi.G @--coNSTRUCT FIRE f.lVORANTASS6M8LV PGR CITV ST0-5C:O-L. ~CONSTRUCT Tf.lRUST 8/,0CK Pl:R CITV STl?.-500-L., ....... I· ~ - . --t-- ~ CONSTRUCT /5,, STORM ORAi/\/ PIP£. ~coNSTROCTCLIR8 INLE7' TYP/3 OL (L ~10.0'.) P£R CITVST0-30&-L. §--coNSTRUCT ✓UNCTION STRt/CTURE /\/£. I PGR CITY ST0.-3/0-/,' ~ CONSTRUCT 24" STORM ORAIN PIP£ -@-coNSTRtlCT PIP£ COLL.AR Pt=R CITY STP. -313-L. ~ CONSTRUCT CUR8-1Nt-ET T//PG OS P£R CITY $TO. -.3o~-L. @--cor-lSTRt/CT-Zt:JCAL OEPR£6S/O,V PER CIT// STt?. -:304-L. ~CONSTRUCT ct1.e8 /NL&T rv'PG OL-A ( L =/0.0') PER CITY STO. -305 -L. -_-_---=:....@:.cREMOVE:.IN_TERFL:RR77vG-PORTI07v.5-0E~YIST/Nt;·_e2/:"7-JC:P,- ·~-~ONSTRfTC7'-L7Jr:;zrt::DERRES5"/0N-Pt?"R CJETAIL.ON. SH!:ET7o-, -·-=- . i --_! ' •• ·_ . i "' .. ·-+-I ' ' -·--. -· ~ -' ' 17.i~RNISED P(PE7fl.lGNM£~ -{ o) APPROVED R u B D 75 =· -- I I {-- :_j " • I , ..,rg .1/,1f:.E,B::.'{,µrowNSTREAMSTA.11-1:.t?.so_ -';:d's'>·· /\/J(}r 1()171 -ES • IVISION NO.__ 2 ~ ~ --. '85 __ Rl?VI.SGD •• C,B •• L.OC/IT/ONS __ • -------~()..'/.J&t;j.. PARCEL MAP NO. 83-715 .)_ ~-~ ~~:~,!:!~~~:~~::~~N~~~;!~~ . --'-ci=ry-,,cc;;'cc[~l:~;;,=',fR'""'""l-~Z-'t,-1/-1--;._p..;.i..;.0..;.1v..;.~..;;i;;;.i..;.T;..s_1~..;;o..;.w,;,;R..;t..;.T_i_i..;A;.;A;..l~;;;.D..;.P..;L;:;A.;:N:;.....:....:~----!• rJi!J P.O. BOX 2090 • "°' QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92663 DAT&e.ta. 1985 CENTER DRl\7E" ( PRIVATE STREET) LI. ;Jae± ~~833-0070 'OAT/:' ltJ-Z-85 DATE BY DESCRIPTION APP'D. ~b~:ffj'-D~AWNSJT CITY OF NE\'JPORT BEACH S. ROBERT KAt.Uf½5A'li 'R.c.E. 27187 REVISIONS -----.1 PllJ~~D-__ D'?J7'z3/a5 PUBLIC WORKS DEPARTMENT SHEET IO OF I I. ::r. °'--,,, 19 -3 •• • ~.(JN.2/.911) Fou R. :.5£"4·.s-ol\J.S f+o TEL .:DVIPR.OvE/VlE°'N""""[""$ -~o• .I/Y\P Sto/lFF ------- /0 ( / 8 I'll~ 'I? l i-:,:, I% N (IS: ~ I I I 50 l4TER4L94. 33 \'I \L 62 . . ------=.__------- -. REMOVE /NTE'RFERR)NG f-ORT!ONS- OF EXISTING IO"WATER MAIN TO 13£ Al3ANDONEfJ, ANO CrlP END OF -REM41NDE:R. • ~--IO"BUTTERFLY IMLVE (FLG >< RT) __ N::r.s=-----~------:----_------ /68.58' 4f, 47 g ci "J 'I- ::: PROFILE SCALE H.ORIZ. l"=cO' VERT I" 4' PLAN SCALE II II 1 ,,~co 1 ' -- 1ot. 12 ------, .- EXISTING WATER MAIN ____ ,,...--.. (T0f3ERE/V/OVED)P£R 45E¥1SON5 HOTEL !=!NISH GRAD/NG,P,4VING,AND DRAINAGE-PlA 13 7 I I I I I I I '. 14 . _J 1- , /0 1/:JOM£ST/C WATER £A5EMEN7 -1---TO BEDEDICATED 70 THE C/7Y l:___or:.NEWA?RT BE/1Cfl. . " 'N£ B B 8 8 8 8 3C 3A HYDRAJJL/C DA,A STA 70 STA • l0+02 70 /O=iG5 9.5 ,01 .013 /0+65 70 /0+93 5.7 ,0/ .0/3 /0+93 70 /J-+42. 5. 7 .0584 .0/3 /!+4ZTO /2+9/.8! 4,5 .0584 .0/3• /2+9/.{3/70 ;3 ... 44 4.5 ,OZ72 .013 /3+-,# TO /3-+7Z, .7 ,/49 .D13 3.8 .0232 .D/3 2.G .03/2 ,0/3 1.6 .0/72 ,0/3 --- .....--;-:;::::::==-EX/ST/NG WATER L./A)£ E/JSEMEIJT @-coNST. 10'' A.CP (CLAS5 150) WATER MAIN. ~ CON5T. 10" BUTTER.FLY VALVE PER CITY STD. 508·L @-CONST. 10" RT X FLG ADAPTOR '·----------,-------- DiA. DN Vi De: Vc I/ 15 LJLL 15 .9/. 5.9 ,97 s.c;; /5 .52-/1, 7 .97 5G - 15 ,4C, //,0 .86 5.0 15 .57 .8,3 .8G s:o . 15 .L4 -3;9 .3'3 2.7 15' .5,1. . 7. 5 ,79 · 4.7. 15 41 7,5 .G5 4,/. 15 ,37 5 .. ,50 .3.5 --~ )"" • ·, -·c--~~~---•- 15 'W,t/TER L./Aic E/ISEMENT 70 THc - .. CITY OF NEWPORT 8£ACff '3-1-09.48 ~,J-- ~ ~-ONST. THRLIS1 BLOCI<, PER CITY STD. 510-L , ~-CONST. I0"-45° ELBOW (FLG) ' @~-'RELOCA7'E FIRE ~YDRAWT PER CITY STD . 500-L. @-CONST 10" xe" TEE ( RT X !'LG) . _. . @¥--;coNST. a" i3LlTTERFl-Y VAL.VE. (FLG, XRT) . . ,• CENTE/? DRIVE CURVE DATA CURVE R A /OC.00 --B --ee:50- -_ w:.3. I /3 +7ZJ.9J.- END /5"S.D. LI L T 45°00W' /JO,/! .-f.?..cS' 45°00!::>::f /7.G7 :!.Ji?. - 13 +43.93 G2 57 J/+95,25 (ST.CL.STA) 13+ 7e,6G t C,8. JOIN EXIST P/PF ELEV 21/r wJ__.......---SEE DETAIL ''.4" \ THIS SI-IEET '- 41 33 37 -'12. @-CAP END OF 8° A.C.P. .. §-2--coNST I,"," STORM DRl',IJ<.l PIPE (MA,ERIAL ~ 5TREJ<.lGTH PER..S,ORM DRAII--J_ Q NOTE NO. i_ • ~ CONST. ]5 11 ~ 151'TEE. · ~COlvST. CURB INLET TYPE. OS PER CITY 5"TD'-30<o-L. ~CONS,. CURB INLET TYPE OL(W=7.0') PER Cl"\Y STD-30G-L. ~CON5T ·12," STORM DRAIN PIPE ~CO.NST. 15" -c'>0°EL --@·-coN5T. 12' ~ 45° E.L. ; ~CON5T·LOu<'\L,_DE.PRE.5SlON PER.DETAIL ON SHEET 10 . ·-~.CONSLCURB.INLETTYPE_OL (L=.7.0~).f'ERCITY'. STD--=30G.::.L_ -· . ·-- •• ·@ _. CON5T.TURB~lf.lLE1'. TYPE-OL ( [·=-12:o' J-PER CITY.5TD.-3OG ~1.: --···--.. -·,--·, ~l ~ ~bell CJJei11,,CWilliamPifJst ClJ1, c';lJ.ssociates c1rY E/./Gl#EER /t:791 @ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ~Ez,:--=-ca-'-- (J=;:;{/ P.O. BOX 2~90 • 1401 QUAIL STREET, NEWPORT BEACH, CALIFORNIA 9266; OAT RESUBDIVISION NO. 752 PARCEL MAP NO. 83-715 DOMESTIC 1NATER AND PRIVATE STORM DRAIN PLAN CENTER DRIVE PRIVATE'STREET' DATE BY DESCRIPTION APP'D. o_gss~~--~R~~ D"'-"TE: (p-7-85 I----.J... _ _t_ _____________ .1_~-+cc..-'-=' ·~--1-~· =°·~-~,,:----1 CHECKED DATE : l<!.CE.--2.7~g7· REVISIONS q_BP..__ 0 /7/8.5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 11 OF 11 :r. 2a193 r (:::r.~c97"1) Fo(.,I.R. SE:.A!::oCV06 -l-/C>T£L, \ -:::t/VIPROVe'./Yle'"'A)T.$ -,e.D'~ I.MP s-YIFF' ' ---···-· -: / ~ ~ ~ ~ ~ ~ . t ~ ~ ~ "- ) /