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HomeMy WebLinkAboutW_5173_Si--- .. • > I I l.t.Kfl ~ J ' ~ 0 • • =1 .,,/ AOAMS OU,NGI AVI! I .,I "' ,' ~~ (.,0 ..... ~ o o·•· • w m· , ~ I • 0 • 0 • • • CITY OF COST A. ME SA. VIClO•IA . .. :: r-1 ••-•-z i 19 TH ' t'\ " • 0 • • • I COA5 T COUIGf j __ ... ~ .. u•-. ,...,., CO-.// _/~ ,•• ~-...... ·r7 ,en•-'(G;/.o~• •,.,•• ••, ~ 0 f,.~. . •• / .. ~;9' D ,/ • • • . -~ , ~ ~ / . / -.. ST ,.~~ ~ w .. o.,~ u-N1vus111 . ., ii\. I\ Q~ C ~~ ,4 U C ' CITY NEWPORT PUBLIC· WORKS OF BEACH DEPARTMENT IMPROVEMENT PLANS FOR ENTRY ROAD CLOSURES , ---- ,,.. .,, & ~ I lJ11I 7 L \_..,. ' /-. I \ .. Cl TY OF /(NEWPORT, BEA.CH .. Cl .. ,c, . ,:,.., 1 N NEWPORT CENTER DRIVE ~•-•e• STREET 890ADWAY I~ __J RET All STORES ) ' . I I ·- ~ ,, .. C" ,, ,. ,, C 0 C i '4 VICINITY MAP 1/• 0 I/A llz 3/• 1 • • -----• . ----GU,l'HIC 5CALf -IN Ml'LfS SYMBOL LEGEND .... POWER POLE 0 MANHOLE "Cf FIRE HYDRANT a METER BOX ....... VALVE E-POW'ER POLE ANCHOR A MONUMENT -x-x-FENCE 8L.QCI( WALL (~ c.;; ¢,tJ ,.....,...,,,. ~B .TREE. SHRUBBERY ASPHALT PAVEl,t ENT BRICK WALK 1. . . . . ·I L·"".,:;:":.:., CONCRETE t j ~ -"-'-"'-"-d BU I L D I N G EXISTING CONSTRUCTION NEW CONSTRUCTION ---f-CENTERLINE ~ Pt,, "-~ .Pl?0J£CT L.OCIITl~IV MfMOl 1 p,.-, t l ~ IID • . ' -,--1 •• \ ,--' --- 1' ,,.._ .. .... ' "----.. ~ '; ~ 6'., ' ': GENERAL NOTES 1. 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, CURRENT EDITION, AND SUPPLEMENTS HEREIN AFTER REFERRED TO AS THE STANDARD SPECI- FICATIONS. 2. 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 CONSTRUC- TION 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, .CURil MTAm~~ 'ro-fl\CE-OF~-IJ!ffl. 4, STATIONS SHOWN THUS~ ARE WATERLINE STATIONS AND ARE INDE- PENDENT OF ALL OTHER STATIONS. S·. STATIONS SHOWN THUS 0:) ARE STORM DRAIN STATIONS AND ARE INDEPENDENT OF ALL OTHER STATIONS. 6. THE CONTRACTOR(S) SHALL REOUEST INSPECTION FROM PIJBI.IC HORKS OEPARTIIENT 48 HOURS IN ADVANCE OF PERFORMING ANY I/ORK (6~4-3311). 7. ALL ELEVATIONS SHOWN ON THESE PLANS ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL (M,S,L.) DATUM. ' z m l AND UTILITY RELOCATIONS :,; ~ 0 ,, FOR FASHION ISLAND { CtJNT/Nf/Ef} } 10. SEWER, WATER, AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ANO IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. \ li. THE WALLS ANO FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES-OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMI- NATION INDICATES THAT HAZARDOUS GROUND MOVEMENT ~AY BE EXPECTED. 12. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE NO. 11 ABOVE FROM CAL/OSHA. 13. ALL STORM DRAIN, SEWER, AND WAT.ER PIPE SHALL BE BEDDED PER CITY DF NE-J,ll>QRT-llEAOI-s·rn, . 1.06-l ti.ASS -''C" . 14. ANY WORK REQUIRING ENCROACHMENT. INTO STREET AREA REQUIRES A TEM- PORARY STREET CLOSURE PERMIT. A DETAILED TRAFFIC CONTROL PLAN MUST BE INCLUDED WITH THE PERMIT APPLICATION. SEWER NOTES ,_ DOMESTIC WATER NOTES ·sP..' ~_,..w ... 1. DOMESTIC WATER PIPE MATERIAL SHALL BE ASBESTOS CEMENT PRESSURE PIPE (CLASS 200) CONFORMING TO THE REQUIREMENTS OF SECTION 207-7 OF THE STANDARD SPECIFICATIONS. 2. DOMESTIC WATER PIPE BACKFILL SHALL HAVE A MHJIMUM SAND EQUIVALENT OF 20. NATIVE MATERIAL MAY BE USED ONLY IF IT MEETS {HIS REQUIRE- MENT. 3, DOMESTIC WATER PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND PIPE INSTALLATION" IN THE STANDARD SPECIFICATIONS. 4. JNSJALLATION OF OOMESl:J.C WAT.ER P.IJ'.E, BIDDJ.NG, AND SACK~ILL ->~Ail if-INSl'£-{;-'FEll.J\Hll-Mf'll0\1£Jl-ll¥-f+!f ~cl.'.f .lf-8f-Jil£Wl'8lff cllEAffi-cWA-rfll--1ltt'1\~'l'MM~-ill£~,illl;CI ARRAIIGEAffiATlIT,,;[L R£Q0 I RID - INSPECTIONS AND SHALL PAY ANY AND ALL REQUIRED INSPECTION FEES. 5. ALL WATER MAINS SHALL HAVE A MINIMUM OF 42 INCHES COVER FROM FINISH SURFACE. 6. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH WATER DEPARTMENT PRIOR TO BEGINNING ANY WORK, AND SHALL OBTAIN PRIOR APPROVAL FOR ANY SHUTDOWN. 8. ALL DEBRIS CREATED BY REMOVAL OPERATIONS SHALL BECOME THE PRO-1. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGHT TO PERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE FINISH GRADE AFTER PAVEMENT IS IN PLACE. NOTES TO CONTRACTOR REGARDING PERMITS AND INSPECTIONS JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 2. PVC SEWER PIPE MAY BE USED IN LIEU OF VCP. THE PVC PIPE MUST BE 1. THE INSTALLATION ·OF THE SEWER, flATER, AND STORM DRAIN LINES MANUFACTURED PER ASTM D-3034 SDR-35. ALL FITTINGS SHALL BE PRE-DESIGNATED AS PRIVATE WILL REQUIRE PERMIT AND INSPECTION FROM 9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) 48 FABRICATED FULL-BODY FITTINGS. THE PVC SEWER TRENCH SHALL BE THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT. INSTALLATION 1,7':~ I ,\ -s ' ' ' ' '-' -, ; '·, '·,... A.ET AIL ! j • ',",. 5_TORES ATHIU',1 COURT '------! L__,__ ___/ ' SANA, , ) L L; F' vruc3 --....... ~1tGU£1. ) I r I 7 \ m r--.:._£ -~t!t±!~ ~ er ~-1 OC .. 3: !ii ► ., ~ ~~ --f~•s \\ • • / 6 -------coco .. =:.:~. ([ \~ I• -· I I Cl ,:,,, / .;~,{ .. LEGEND -----SHEET OUTLINE --~------'-------------------- SHEET l SHEET 2 -£H££l -3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 INDEX MAP NO SCALE SHEET INDEX 1, I I TITLE SHEET I QUANTITY ESTIMATE & DETAIL SHEET ___ _ _, lflPll!lll£M£1tr--fllR-ftffilV ReAll etosuRE tN NEWPflFff CE-NfER~--1 ·oovE NORTH ERL V OF SANTA CRUZ DRIVE FROM STA. 28+61. 24 ' TO STA. 29+48. 31 . IMPROVEMENT FOR ENTRY ROAD CLOSURE IN NEWPORT CENTER DRIVE AT CENTER DRIVE FROM STA. 33+87.47 TO 37+50.00 IMPROVEMENT FOR ENTRY ROAD CLOSURE IN NEWPORT CENTER DRIVE AT SAN NICOLAS DRIVE FROM STA. 46+48/a~ -TO STA. 50+00.00 - sEwER ~LAN & PROFILE FOR FAsHroN 1sLAN□ FR□M sTA. 10+bo.oo TO STA. 14+80.72 , WATER & SEWER PLAN & PROFILE FOR FASHION ISLAND FROM STA. 14+80.72TQ STA, 21 + 72 98 TRAFrIC STRIPING PLAN FOR NEHPQRT CENTER DRIVE AT CENTER DRIVE & i,T NICOLAS DRJVE I I -1= 1 I ' I ' I I . I I I l ' , I I I I ! ' ' :I ~ ~ 1 j I [ :f ~ lj I, I' :1 '.1.: I I l ,-l ; _, .,, I~ ' I ' -, I ,, . --t)l • "~ '"'Pi~i\ . \1 .... ' ' I ,,-~ ,t'7 i .J ~ ~ ~ ~' '~ \~ a.(/t ,_ ... ~; ,, {,'; :ii~ ,\.e, 'ri' : ' I~·. -·--s-SEWER LINE HOURS PRIOR TO ANY EXCAVATION AT 1-800-422-4133. BACKFILLED WITH A GRANDULAR MATERIAL (SAND) TO 18" OVER TOP OF AND BACKFILL TO ONE FOOT ABOVE THE TOP OF PIPE OF THE ABOVE PIPE AND CONSOLIDATED BY FLOODING PRIOR TO COMPLETION .OF TRENCH MENTIONED UTILITIES SHALL BE PER THE 1979 EDITION OF THE UNI- I -·· w-WATER LINE { CtJAIT/A/tlE/J /l/3()/1£ af'/61/T} BACKFILL. FORM PLUMBING CODE. ALL TRENCH BACKFILL ABOVE THE ONE FOOT LEVEL ABOVE THE TOP OF PIPES SHALL BE COMPACTED THROUGHOUT TO SEE S/.IEET 1./9 z FOR I i 1 IP-DJ.1-t0-NA-L-NC'!E5 I .. :4 r\l,, --~-GAS LINE -£-POWER LINE -TE>-TELEPHONE LINE -Tl'-CABLEVISION LINE -,;;,-SPRINKLER SYSTEM ):l:_. STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY' SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE C0MPAl'IY CJ.T 't' oi;-N.EW.P.OR+ -S.E.ACH-{-SE:WE:R & WA l'E R-) COUNTY SANITATION DISTRICTS TELEPROMPTER CORP. OF NEWPORT BEACH NUMBERS NUMBER -634-3115 835-3833 999-5613 6>14-~~I-I 962·2411 EXT 241 642-3260 3, STATIONS SHOWN AS 110+00.00IARE SEWER STATIONS AND ARE INDEPENDENT A MINIMUM OF 90% RELATIVE COMPACTION AND APPROVED BY THE SOILS OF ALL OTHER STATIONS. ENGINEER. JOB ADDRESS 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA 92660 BENCH MARK 0.C.S. ALUMINUM CAP STAMPED 3N-56-77 LOCATED IN THE MEDIAN IN SAN JOAQUIN HILLS ROAD, NE'LY OF JAMBOREE ROAD, 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.norm.al wor-k-ing-hOOFs; a-ncl-that--th-e ContFOOteF---shal-1--de-fend, -indemnif-y--and- hold the Owner and the Engineer harmless from any and all liability, real 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. 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 THE IRVINE COMPANY 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CA 92660 UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STPIUCTURE8 IIIEPOIITED BY THE OWNER OR OTHl:R■ AND THOSE SHOWN ON THE RECORDS EXAMINED AFI• INDICATED WITM THl:JR -'""ROXIMATII LOCATrON AND EXTENT THE OWNER BY ACCEl"TING THESE PLANS OR PROCEEDING WITH !MPIIOVEMENTS PURSUANT THERETO .lt,.QREE9 TO ASCIUME Lr•■ILITY •ND TO HOLD UNDEllf• s I-GN-E-E)-HARM-LESS-FO-R-AN-¥-0-A-M-AGES-REB-UL,-T-~NG---F-lltOM-'l'HE--E-)HST-ENI!: E-o~-u N DEllt~III0-!.1 N El UTILITIES OR 6TRUCTURIE& NOT REPORTliD TO THE UND£RSIGNED: NOT INDICATED ON THE SOILS ENGINEER LEROY CRANDALL & ASSOCIATES 711 NORTH ALVARADO STREET LOS ANGELES, CA 90026 REV/SEO CU/f8 AC'Ct:55 RA>MP S7ATION.w',$ l/4-'fr. J 'r , ·•· ON S/fl:.i'TS '1 ,~ 5 V/--'1:f':!LL..::., \ "-"f, 3·3+ii. '½%,GISMT DATE f BY ' . DESCRIPTION APP'D. REVISIONS ~ CJJeil/,,'William'PiiJst '® d;Associates PROFESSIONAL ENVIRONMENTAL •~.~GINEERS & P_L~r,jN_!=RS PO BOX 2590 • 1401 QUAIL STREET. NEWPORT BEACH, CALIFORNIA 92663 APPROVED FOR CONCEPT--AND AQHFRENCE TO c1rv·srANDARDS .C.1JD REQUIREMENTS ONLY. CITY lS NOT RESPONSIBLE FOR DESIGN11 S_.SL.l.¥P~ _ANI;)_ ~J,IR,RiCY, ., ·~ ,:,.~ ,\ ,• .... _..,.. __ - TITLE SHEET PUIIL.IC REC:QFIDS EXAMINED: LOCATED AT VARIANCE WITH TH,.._T REPOJIIITECI OR SHOWN --{7141 83;3-0070 OIi RECORDS EXAMINED THE CONTRACTOR IS REQUIRED TO TAKI! OUE l"llll!CAUTl(')NARY ~ ~ . DESIGNED DRAWN • ~DATF~e;:~l~~E!7'l / .i ,1 I/ COMMUNITY CABLEVISION 644-4471 .... URE& ro PRonq TH£ UTJC,TJU OR STRUCTURES SHOWN AND ANY OTH,R UTO,m.. .:56. f?Je_ .ff tJ (, /, ~ ST. DE CITY OF NEWPORT BEACH K-s.s-ss-s '1 ... OR STRUCTURES f'OUNC AT THE SITE. IT SHALL ■ETHE CONTRA.CTOR'1i RESPONSIBILITY TO •N 1 1;0,Jbn.J~ . o,lrE.-2-1-e <.P -• . -, I I I :::~~;v ™' """'"" DP TH• UTOC'TO,S o, &TOUCTURES CDNCERN,o ■EmH BTARTONG s. RcJNRT KALLE/./8.olbf!H ~ RC.E. 37~,fl c~_e5.E~l.4. D~~~-8» PUBLIC WORKS .DEPARTMENT ' SHEET I OF 8, ~ .'.V ZJd36 ' ' ' ... ~ ....... ~•~\.-..,'°,:, • .,, ~ ~'- . '1 ;-' I , ' ,, l ' ~,.,, ' "' I 1 I' ~-' ,.., '11: '~ "'la.~ ".'-~ l'6 ~ ,-- • NEWP!r CENTER n: 0 ' R·Ak ;%fv£ =~- I" 15' 2' IMP1?0VEM£NTS &YONO R/N LINE P£R SEPIIRIITE Pl/lN5 --PC,# & -,-;,7 STORM DRAIN NOTES 1. STORM DRAIN PIPE MATERIAL SHALL BE REINFORCED CONCRETE PIPE (20000): ASBESIOS CEMENT STORM DRAIN PIPE (3000D) 2. STORM DRAIN PIPE INSTALLATION SHALL CONFORM TO THE PROVISIONS CONTAINED IN SECTION 306, "UNDERGROUND CONDUIT INSTALLATION" IN THE STANDARD SPECIFICATIONS. &llWCl/y , UN£ , , I , ., I 2 ~ 2,, ' LL CONFORM TO THE PROVIS JONS CONTAINED El/ST ,.;,II/SIi-~----i 1,},,,i~GJ z•/. 71 i 4. REHIFORGED CONCRE6~ ~~~Es~~~DARD SPECIFICATIONS. SURF/ICE ~-,--k ~ +;. 0_,_. • ·: ,~ .-.·:·-, ~y IN SECTION 207-2 3. STORM DRAIN PIPE BACKFILL UNDERNEATH TRAFFIC AREAS SHALL HAVE A MINIMUM SAND EQUIVALENT OF 20. NATIVE MATERIAL MAY BE USED ONLY IF IT r£ETS THIS REQUIREMENT. STORM DRAIN PIPE BACKFILL BENEATH NO~-TRAFFIC AREAS MAY BE NATIVE MATERIAL. _ ~ia=~cc..-Tt--,-.j--~ :---:.-'io'?,.'¾._. ------' 1 t., Pt/ICE 8" OF A.C. IN 2 LI F!8 ( t." &SE aJU/rSE ,1 E" FINISH COlfff.SE.) ~ 0) , 1', z' 4 1 ,.______,_ ___ __________ .SECT/OIi A·A SC/IL£ lfQ/ffC: r,4• //£/fT: r,2• 1.0, I ' NEWl"tJ!rT CENTER /)ff/I,£. 6/IWCUT_? I t!N£ ~ --~I:!-.,'®l /' SZ\r ~~--Ji-qis, FINISH I -J I ~ - PL/ICE 8" OF A.C. IN Z LIFTS {L,," f!j//8£ COU/?5£ f Z" /:/NISH COUR5E) Q© .:;,l//rF//CE ~ '---J SECTION 8-13 SCAL€ /-10/i'/Z: r, 4' 1/Efi'T: /"•Z' ---...:::.. ~ NEIIIR:JRT CENTE!f DRIVE I ' I t /0' t ~c~ , Ii : I l I I , I !---, I ,1-.µilP..,fJ 1,¥~,9}, I' I I\ ),, ~ "'<t> I"' '<.i ~ J..--::_:, ,,;_;.: -~ ~ ~~ C" '.\ ~ • ,; ,\!~iel'-I ~ ,'I" ,J ~ .,.1-1 mNST. !~-<ff Li, ~ c,:; 18" ff.C.I? ~~ <=oJ <l" , __ '\. ..:;,- ~ §5 tl .STORM DRAIN ll/TERAL "A" Al.TS. ----· TRAFFIC STRIPING AND PAVEMENT MARKINGS 1. 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. 3. THE CONTRACTOR SHALL PERFORM ALL LAYOUT, ALIGNMENT AND SPOTTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETENESS OF AND . ACCURACY OF ALL LAYOUT ALIGNMENT AND SPOTTING. TRAFFIC STRIPING SHALL NOT VARY MORE THAN 1/2 INCH IN 40 FEET FROM THE ALIGNMENT SHOWN ON THE PLANS. 4. NEW STRIPING SHALL NOT BE PLACED UNTIL SPOTTING HAS BEEN REVIEWED • AND APPROVED BY THE CITY OF NEWPORT BEACH. • ~-THE CONTRACTOR SHALL MAKE ANY AND ALL ARRANGEMENTS FOR CITY INSPECTION AND SHALL PAY ANY AND ALL REQUIRED INSPECTION. FEES. SIDEWALK NOTES l. ALL PCC SIDEl,ALK TO BE REMOVED SHALL BE SAHCUT IN A NEAT STRAIGHT LINE. 2. CONCRETE FOR SIDEWALK SHALL BE CLASS S60-C-3250 , y 13A6 £ C()/1££' ---,, Gl:'OUT LIJ'//?£/.' ,5.Q6£ PL/lff{TYI") '9 CONC.RE7E -Ct.,IUftl .8 /J" X' 4" ,4./3. PRO./.~ t f 3½<,4BOVE 171/ltJF -i-I!:::::::: Fdt/NLJAT/()N .I__ ~\-1?0. COMOL/IT .OEWL. 'j4N .STREET L/<JH'T Ft7CITIA/G N.T.6. --··--·----- CONSTRUCTION NOTES & QUANTITY ESTIMATES ' ., NO, -I ITEM I QU-'NTITY STREET IMPROVEMENTS - Q) Q) G G G (] CD G> Cv @ @ @ @ @ @ @ @ @ @ @ @ @ ·@ ® '@) @ @ @ ® @ @ @ @) @ SAWCUT AND REMOVE EXIST. A.C. PAVEMENT SAWCUT AND REMOVE EXIST. CURB & GUTTER \ CONST. CONC. CURB AND GUTTER TYPE "A" (8" C.F.) PER CITY OF NEWPORT BEACH STD. 182-L CONST. CONC. SIDEWALK PER CITY OF NEWPORT BEACH STD. 180-L AND PER SECTION "A-A" CONST. CONC. CURB TYPE "B" (B" C.F.) PER CITY OF NEWPORT BEACH STD. 182-L REPLACE 1' STRIP OF EXIST. A.C. PAVEMENT WITH 8" A.C. (6" A,C. AS A BASE & 2" FINISH (OURSE) PLACE FILL MATERIAL AND MATCH EXIST. GRADE/LANDSCAPE & IRRIGATION MODIFICATIONS PER SEPARATE PLANS CONST. CONC. CURB ACCESS RAMP CASE "G" PER CITY OF NEWPORT BEACH STD. 181-L-A LOCATE SEWER MANHOLE AND ADJUST TO GRADE RELOCATE STREET LIGHT (CENTER-IN MEDIAN) FOOTING PER DETAIL "A" SHEET 2 CONST. P,C.C. MEDIAN NOSE TO LIMITS SHOWN ON PLANS RELOCATE EXI,T. STREET LIGHT BOX (BOX TO BE INSTALLED PER CITY OF NEWPORT BEACH STD. 205-L) WATER REMOVE EXIST. WATER CONNECTION & CONNECT NEW 12" ACP TO EXIST. 12" WATER MAIN CONST. 12" ACP (CLASS 200) WATER MAIN CONST. 12" BUTTERFLY VALVE PER CITY OF NEWPORT BEACH STD. 508-L (FE X RT) CONST. PCC THRUST BLOCK PER CITY OF NEWPORT BEACH STD, 510-L INSTALL 12" (90°, 45°, 22 1/2°, 11 1/4° & 5 5/8°) ELL AS SHOWN ON PLANS (RT X RT) REMOVE EXIST. FIRE HYDRANT, VALVES TO REMAIN CONST. AIR AND VACUUM REtEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD. 515-L CONST. 12" X 12" TEE (FE X FE) CONST. 12" COUPLING (FE X RT) SEWER CONST. 8" VCP SEWER BEDDING PER CITY OF NEWPORT BEACH STD. l 06-L. TRENCH RESURFACE PER CITY OF NEWPORT BEACH STD. l 05-L CONST. REINFORCED STANDARD PRECAST MANHOLE PER CITY OF NEWPORT BEACH STD. 401-L CONST. INSIOE OROP MANHOLE PER CITY OF NEWPORT BEACH STD. 403-L TYPE "B" CONST. AN 8"X8"X6" WYE AND RECONNECT EXIST. SEWER LATERAL CONST. AN 8"X8"X4" WYE AHO RECONNECT EXIST. SEWER LATERAL CONST.20 LF OF 8" V.C.P. STUB (S=0.02) & PLUG END CONNECT EXIST. SEWER TO NEW DROP MANHOLE RECONNECT EXIST. 8" SEl,ER FOR TEMPORARY SERVICE REMOVE EXIST. SEWER MAIN REMOVE EXIST. SEWER MANHOLE SAWCUT AND REMOVE AND REPLACE IN KIND EXIST. CURB AND/OR CURB AND GUTTER SAWCUT ANO REMOVE AND REPLACE WITH 6 1/2" A.C. PER CITY OF NEWPORT BEACH STD. 105-L SAWCUT AND REMOVE AND REPLACE IN KIND EXIST. SIDEWALK STRIPING @I SANDBLAST EXIST. 12" SOLID WHITE STRIPE ® I PAINT 12" SOLID WHITE STRIPE 10' ON CENTERS @ I PAINT 4" SKIP WHITE STRIPE @I PAINT 8" SOLID WHITE @-i 5AN!l8LA5'1' EX-15'1'. 8" 5OLI-B WltlfE @ I SANDBLAST EXIST. STOP SIGN @ I PAINT STOP SIGN STORM DRAIN @ I REMOVE EXIST. JUNCTION STRUCTURE & EXIST. 18" R.C.P. @ I CONST. 18" R.C.P. -SEE PROFILE SHEET 2 @ I CONST. CURB INLET TYPE OL PER STD. 306-L @ I CONST. JUNCTION STRUCTURE NO. 2 PER STD. 311-L @ I CONST. LOCAL DEPRESSION PER STD. 304-L 9,163 S.F. 782 L.F. I ! 863 L. F. 1,497S.F . l 04 L. F. 1,051 S.F. 217 C.Y. 4 EA. l EA. 2 EA. 294 S.F. ~ 2 EA. 3 EA. 642 L. F. 7 EA. 7 EA. 7 EA. 2 EA. 2 EA. I I 3 EA. 2 EA. 1,153 L,F. 5 EA. 1 EA. 1 EA. 3 EA. 2 EA. 1 EA. l EA. 11 342 L. F. 2 EA. 16 L.F. 4,560 S.F. 20 S.F. 829 L.F, 852 L.F. ,I 98 L.F, I 14 L.F, 78 L.F. 7 EA, 7 EA . 1 EA, 15 L.F . 1 EA. 1 EA. 1 EA. I i - .-----------------------------------------• ~ _, APPROVED FOA CONCEPT AND (. _ r2. ~C/Jeil/,,CWilliamProst®c§lssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS P 0. BOX 2090 • 1401 QUAIL STREi::T. NEW~ORT BEACH ::::ALIFORNIA 92663 ,_·· ,, . fi (.7"4) 93'l-OC70 ! ,;'" !; ,• S. ,ft,IJUT K~itc)el,$!' '{ i::t.:4", Z7'187 ------···--------_, ---~··---------- 'DHFFENC!::·-ro CIT y. STANDARDS 1---+---+------------------t---f,1:0 REQUIREMENTS ONLY. CrTY 13 l~GT RESPOIJSIBLE FO~ DESIGN ASSUMP~NJj) AC"' 1----1---+----------------i----1 (~ m.u 1 DATE BY DESCRIPTION REVISIONS • C ~-i;~ii.~ c'N<H~!cl"J<-. DA~ RE. NO./L.7'7j APP'D. I DESIGNED 6'.T. CHECKED 0 . ./,M. DRAWN £J.E. DATE 1-J.-Bt,, ' QUANTITY & DETAIL SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ' R-55.S-S-S SHEET 2 OF 8 Jf,/ Z3038 ~-,• I ,._, ,,,-,,-·.o•J ' ~) ,,..., .,_ _____ ___.,,,,: ~ i~ ~ :!!i ~ ;~ \\\ c!, (/ --~~-'•" \ ,1\~--~1~·· ~I': I O • ~~ .., ~~ ~~ _,:;:,.--- ,'. •·s --1 ----- ' \ \ \ _,/ - . ~' " ~ \ \ -' 1, - " \ , . 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' ~-, ,,,~ .II~ "'~·'"-~:1;'1. • OF"E/#t!t.JR/3 ·, .. :,. ;;a.<;:-\ l';;:;Jz;; "--·-/--/4,;:;,:ia::: _ _..-":-.:,:.--==czf-c=--· -,-.,.,_F;,_; . • •.•• W'-~ ~ 175 , ·~·-·3w.v. -· -~-··-__ Vj.V. w.v,~,--·-;,--" 0.._ ~~. ''.s''::-,~ , , ~""I.. "'\>~""~<,:,., ..:.-.gu,U£JL H.'!b , ,. L =.--.--~.--•• -i~~+,;~" ·.v., :.~ --... -···----. --. --: ; r, ,-:• ; ;: -_W-.M\1-~----,-~,,= /~' ·--· --v$ :,'.H:' ''0,-, ~,.... .~ ~ ~-~-~ ;,,.'-..:";-.,;:•'~~, NEWPORT TURTLE i '' /v. 10738 7k ·-, • ~· , ·.~~. -:., •• > " •• ~. (' ;,_' , , .::_· ' '~y •.-••.j -• -,~ ' -""".· ~ ~~ , ~ ',\ , ''" • , , , .··~ . · /, , 6 ,; ,.,,., ."?Jr --T;:-~~=---!---= -• '.'f'x;~:+----' • wr.2213 ,,. M.1-1),£-~: . ·._,····:· , ;,, . . ---,13 -L.s'.· . •.· R. c v . I ..,..--<~ ----· -·--' /4,.Bo. 72 g u.1-1. 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R.C.v, •• ::l 1 , ,' ,, .. ,.._ .... -··T·-6- ,c _ _]-J:.------ CONST. 12" C(~.2 ~TE,R_Mll;j h---"'. .•. _, r-. .... _ ,~~,. .. -~ '<\\ .• -a" 9 // •. / ''.. .... / • .i I_. 1 " ... - CONST. 12" L)(VALV '11._BM;ll'\'.,_ . PORT BEACH STP".'.._, ::,._, . ~~ .~~ /fl , c.P. ~c _lfllT£/i'(..)/(t€:;,;;PB?. s • \ , , • ---, :i I L S •, ),, • .--... _! ·-• • ·-o 508--L (FE X RT) , ''·,'... . ".., • ~"'/ t~O r-,-1 VB£ R<f~ " • -::illr+-·-···-/ A', ,-• , C,-· L.S. '.~ • / ".: . •• " 1.s. . _.,, ·,<:" s,-, ?"ii ( .. v CONST. PCC THRUST BLOCK PER Cl OF Ntlil>~ ~.CH STD. 510-L ;. ·::__:':9;.,,~ -, . 'A • . 'vf'.'.'1>,; tfil ~~irf'-1/l\\[0 llC'AI/ATt;'1()~LAN QpC •• t;, ··:c.,~. i . • .-···-·---... ----------/·-/",', i ·~,:, --· .·.·' •.••• /, . /\ 1 ,..l-' {) . , INSTALL 12" (90°, 45°, 221/2°, l 1/4°~ ~LLAS SHOWN~··.-'·,, 7 \,. !.I f.~co~fflde -c.,· ·-------"'"1;' -'◊" ~~-. ) : I -•, / ___ ,, ·:'< , __ ,,, I .·. I r1.) ~~Mbt:N~xrni.xF~~kHYORANT,VALVESTO MA~&·~""~.·, .. "·~ 0-~ .• ,·. "'1,, . v---.J<,f't"t~~ .,.,....,.,,~p~~fo~~G.._1 ·o --····-.2,J,.'___ --· .. ◊.. cqQ ';··. '(}··•.,.. -~~:~ 1 ~ .• ,/:< ~;J \1 ~s l s:'3. ! 7 ol------15"" ,'{'.!; CONST. AIRMlDVACUUMRELEASEVALVEASS LY1'=.; ,;'<,NEW!'GR.1. __ ,~~,_;·., ,a,\ "I ' 11..,fl/0 i,,0t,,Of; • ---...... _ ·-. ·,i: .."A• ' ... i .. , • • ·,.f1 i ;, 0 J' • • • t .J BEACH STD. 515--L • ~ -----~. <:>,.,_ ,, • ¥>., 1/)' r ~ [O ,,3.1 <'\ ----,-<'<,-c'·---·-_L',,.,>). ___ ---··=--.~-, '," .. 1 , ~,...: --r-. j__...--/\ CONST. 12" X 12" TE~ (FE X FE) ~, , ~~.. ~~ . ____,,-; 4"" :'I"', V-' ,.V "·.,_ _ ,, -· -· ,: C () _,, ~ , 1--~ . , '•V ..- .5'££ 5/.I £ET NB L,, -.A '.\v (] ,:r<.;:, ,A• V ft -·g-c ' -----; ' ',,,. ' ---------~----, ---~--- ,K ,(;0 V'. ;~ CONST. 12" COUPLING (FE X RT) '·. 'x'>~:i>;, ~~-, -~,' ;._'::.J.~[' P) • •'::f CONTR-4CTOR TO PROTECT ;.. -(-' .-,\\ ,/ .,/ /• .___.-, 1..,.$ i ; ·( , '-.~~-. ~·~.~ ... ◊.·--\ 0/ • • EK/STING 'TR//FFICCOUN7E'RLOOP. .• ,x.··,,. ,v_., .,· _,/ L.S. :'! •• 0'. 0 L.S. ' ;0-.·... _ ... "-·~-.,,· " .. • ,.:.....Ci------'. ~-;n {;,-,.,-. V '... ' ' ' ·L I -·· >· :::,,t·, Z wt, ~ ' '5' 0 <.r '.;,() -.. --.------0· ---'c. .• :,_I)-~" .:,I ' J, __ _,,, ' ,,/ / • 0 -0 .-------- \.: _.,.,-" -------- ------~------Q srnrn . ~· ;e_ ,svC>c;',..,ra,,, B)Q,-''-/ ~v~~~ ---------·--'-·----------~---------------K>-----------~ ----:<);._. --·---r' • -'{ ., ..... ..-~ ! .. --1--/, ® CONST. 8" VCP SEWER BEDDING PER CITY OF NEWPORT BEACH STD. ]06--• ~~., ... ~-:-11l 3 {Y "'-. --...,:'.'\~ . L~'-' I;;;? 0 I ;. • .;, l) .s. ·~··· ' -' '. ,,·/ :... . ;+, f ~ II .'\) ------ . TRENCH RESURFACE PER CITY OF.NEWPORT BEACH STD. 105--L ...... ~. -·\------------.><-.._.>!?'&.., 1 Ac V , , : ,~•~.1 1 __ ._.__,.., ..-,·---@ CONST. REINFORCED STANDARD PRE CAST MANHOLE PER CITY OF NEWPORT ""~ '',~?' . • _.--• .. -,I.>, '\? t.C.V ., :.1> , \., .. ' I , . .!/ _,,--~----·· <:) @) ~6~~~-Si~Slri~1D~OP MANHOLE PER CITY OF NEWPORT BEACH STD. 403-L •••• /,,.--/~ ~~~~ \, :,4 ,.._ /: " "·--•• ----, •• ' ,..- 0 6 - .--0 .<\ TYPE 11811 ---9 _,Q ~r..., \ CONST. AN 8"X8"X6" WYE.AND RECONNECT EXISTING SEWER LATERAL <,. •~.;_-\ . ::;c;.;, CONST. AN 8"X8"X4" WYE AND RECONNECT EXISTING SEWER LATERAL ~,,,--s, \ '\. CONST. ZOLF OF e• VCP STUB (S=0.02) & PLUG END • ' • '\ CONNECT EXIST. SEIIER TO NEW DROP MANHOLE • .._,, \ • ·--·~· -. - -, · ·- ~!~~~iE~~lf f:Si~i~ =~~:L:OR T~PJ1;~~~-s:.~Y!~~ <:Sr;.,, ~ --\ _\,~\ --,,~~f~ SAWUJT ANO REMOVE AND REPlACE WITH 6 1/2" A::C:---flEl\_.£ITY OF , ~ ._,.,,~, . :Sc, ,-,, \ \\·~ ... NEWPORT BEACH STD. 105-L ·., z~--'-., ~,,~ · ""-::).., \ ' ·~~.s',(~ ,,, .,., ___ . . . "-. / ~t?Ci1Jei11.,'William'Prost® c'jlssociates '--PROF,E'i610NAL ENVIRONMENTAL-ENGINEERS a,.···PLANNERS- P.o,i'ox 2.tlSIO • 1401 QUAIL STREET, NEWPORT BEACH. CAL.IFORNIA S12.ess ~KJ~' 9330070 • •• II <J S RO/Ui:'T K/ILLEN.8/it/C. R.C,E. 2 7"187 APPROV£D FOR CONCEPT ANO t---f---jf--------------------+---IAbHF.fiC:Ncr TO CITY STANDARDS t.tJD REQUIREMENTS ONLY. CITY 13 NOT RF.SPONSIBLE FOR DESIGN ASSUMP.TliJNS ANP,A,CCilRACY. DATE BY DESCRIPTION APP'D. .REVISIONS DA. DESIGNED tl. T. CHECKED aJ,w. DRAWN OE: DATE l--&•.8k WATER a SEWER PLAN a·PROFILE FOR FASH I ON ISLAND •-FR-O"M STA. f4+B0.7Z TOSTA. 2l+72:9a • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT te-~SS"S-5 SHEET 7 OF 8 ✓.-.•) .,- \ ' // i '. ·t'./~~ I>-'~' ( \..._, ,:.I··' ------_,-<--" ,/--- ·,(_/ ,; " ' ' ·_ ;-'7,~ (I) I~ 'I ~ " ~ \ ':' ~ c,, ,t~ ,,,.~ l\f N "' / 17 ,I 17 , '\·7 ··1 n• 17, I n· 1.7• I -@T - - -- - STRIP/NG DETAIL N,,T.$. - -~ ~ ~ ~' ~ ~ ~ "" --------,:---'---------- ---~---~~===---------------I r~----1~ I I ""' ,, '"'''-:\'€.~ o~'"€. ••••• •••• --•••~· \.-@ ~ C,~~ . --------I I I l/ ·•• '?O~' ~-,-~:-;::;;;;.= =cc'!-=--~~-:---, ~ \ I ~ ~'1• _.,,-_...-_;-;:;./;:::,:',,--. . / -----• • -·· -'-0i) (77, -- ---- 74 I ,_ ---- Ge.-. .------,C _..---~.-,-__.-.. . --• • • ••• • • ✓ r' ' 4 • I '--~-y _./;:. ~ -· • •• • •• • • -· .C i _ _...,.--.----=-~--J _Jl'c.. \ I ,/-, --- // OF GLl'r!,:R~ ----- 6)G£ -- ---/ ~1· ~ ~ ~ ~ I I -- ·-- -- ---- -----------•••• •••• .. .... . .. --,~- "' ---------~ ·-. ,.,.~~ ---=--cc.~-----==-=----= ----. -. ~ ·-.....,:.____ ......... --------c.___ ------ -------------...................... -........ --............. ·-•• • •• -----...,,_ - •• • •••• -----··---. ---•• ··--------------~ ---. ..,_ -....._...........:. ,-.... ...... ---. -- -- ":ct;-$' o.-Gur 7,<:-/.? -----.... !~I SCALE I "0 40' "'-,,--. __ ~I CONSTRUCT/ON NOT€§ "" ------------------- .... .... I I -:::::::=---~o6t:OF' GUTTE:R -:::7'-------I c--,---------------------------____ \,-a-_ I -1 ---· --------.... ~z I __________ -::-..,. -_-:::-::-~~ I ---····----·-----···--···-····-~j:-i ~~hh::::,4-:~--~+ ---------------· .. (B) ··--:.:1 (/)rrf'l!' --------------44 ----------...----i---------------------- --------•• -------------------------- -------- --·· ----· f,OliE Of GUTT£{'(- ----------- ---· --· -- 7c. r---,:,,;.._ ~I ' l J I I -- 71 I bk-:. Mll)A:J/;Vr OF C'U/?,B 8£Tt.lrf'N C TYi?) -.,..__ ______ _ -------- 75'{TYP.J ----"~E Oi' Gi/7r€, = ·-· - ---. ----. --. ,. ·-·. SCALE 1"=40' ----------- --.. -... ., ~ --=----:-=-=== --~ -~ flf£WPORT Ci:N-ff!R - ..... .... •••• .... --.. -... .... L ---- •• _,. ···-···- EDGE OF Gi/TTE"fr .... ----=--~.c.__--~:,,. ____ -==-----=---- • ----------~--- ---.. ·--- @ SANDBLAST EXISTING 12" SOLID WHITE STRIPE· @ i@ cw I :5 ~ PAINT 12" SOLID WHITE STRIPE l O' ON CENTERS PAINT 4" SKIP WHITE STRIPE PAINT 8" SOLID f/HITE SANDBLAST EXISTING 8" SOLi D WHITE SIINOBU,T £!/ST .STOP 516N f'/IINT 5TtJP 516/V APPROVE[" E.OR CONCEPT ANO a 'I f ~-:~~:~~'.~.':?:~=:~ ~~ p O BOX L590 • JL..nl ULJAIL ~Tl1EET NEWPORT BEACH CALIFORNIA !.-2663 I I I I l tp,~•~[~5\'af'lJ~'r\ 5J:~pA~/l-i • . • IS NOT RES-PONSIBLE. FOR DESIGN • . _ ASSUMPTIONS ANgytllRAQY -__, j 1 /fl~..;;__ l--+--+-------------1--,~C ENGINE:ER DAT 2/'J?o RE NO. i:'?(145 TRAFFIC STRIPING PLAN ' NEWPORT CENTER DRIVE AT CENTER DRIVE a AT SAN NICOLAS DRIVE ~ 1 , DESIGNED DRAWN ,, f.,1 J +-i f; lj ;' 1714)•83:30070 DATE BY DESCRIPTION APP'O. !J.T. PE , ',; ~.,_ ;..t,X}t,i,n_4'Jr:f. CHECKED DATE S.etJ8£RTKALf.i=IIMt1Gh' :'• R.C.E i.:7'f87 REVISIONS o.J.M t-.f.-.8/4 CITY OF NEWPORT BEACH 1A?-.ssss--.s PUBLIC WORKS DEPARTMENT SHEET 8 OF 8 ' /---,, -, / JN Z303/3 ,-~-~~I-~ ( /,_;,,,.:'¾,,,, ' ' / i ~ "'1 ~ AJ ~ '~ ~ V) ,/~ -'-..._, ~" ~ .... I t .. ~J:: ~~