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HomeMy WebLinkAboutR_5875_SCITY OF COSTA MESA VICTORIA ST Q PROJECT LOCATION VICINITY MAP NOT TO SCALE SYMBOL LEGEND --0--POWER POLE Osco SANITARY SEVIER CLEANOUT QSMH SANITARY SE'.WER MANHOLE ~ FIRE HYDRANT 0 WM WA 1ER METER BOX & SERVICE D GM GAS METER --------©----VALVE POWER POLE ANCHOR MONUMENT --x--x-x-FENCE :_-r::r:::c r: :::c:· BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT ¥?:-B%0 BRICKWALK ABBREVIATIONS AC ASPHALT CONCRETE DIP DUCTILE IRON P!PE VCP VITRIFIED CLAY PIPE RW\/ RESILJENT WEDGE VAL VE FE FLANGED ENO MJ MECHANICAL ,IDIMT NTS RT Sll NOT TO SCALE RING TIGHT STEEL ABAND ABANDONED IP&T MON CATV DWY IRON PIPE AND TAG MONUMENT CABLE TV DRIVEWAY CO CUEANOlJT (SEWER) ARV AIR RELIEF VALVE SHEET INDEX 1 111lE SHEET 2 GRANT STREET AND CANAL CIRCLE 3 ORANGE STREET 4 CANAL STREET 1 5 CANAL STREET 2 6 CANAL S1REET 3 7 PROSPECT STREET 1 8 PROSPECT STREET 2 9 PROSPECT STREET 3 10 62ND STREET 1 11 52ND STREET 2 12 62ND STREET 3 13 COAST AND LANCASTER STREETS 14 CEDAR STREET 15 NEWPORT SHORES DRIVE 1 16 NEWPORT SHORES DRiVE 2 17 NEWPORT SHORES DR!VE J 13 SUNSET DRIVE 19 WALNUT STREET 20 61ST STREET 21 DETAIL SHEET 22 STORM DRAIN IMPROVEMENTS I -! CON CRETE 13/APPR BACK OF ALLEY APPflOACH V /2 v ;,i BU'1LD1,NG )// //(//// //1 -------EXISTING CONSTRUCTION ----PROPERTY LINE EV SW WWF ELECTRICAL VALVE SIDEWALK WELDED V11RE FABRIC ----NEW CONSTRUC110N ---t.----CENTERLINE MLCCSP MORTAR l!NEil CEMENT COATED STEEL PIPE ----S-----SEWER LINE RCSCP REINFORCED CONCRETE STEEL Ci1JNDER PIPE -------W----WATER LINE ----G---· GAS LINE 0 4" A.C. CORING iNFORMA TION --E--POWER LINE MCWD ,AESA CONSOLI DA TED WAlfR DISTRICT -T TELEPHONE LINE ' --CATV-CABLEVISION LINE ---SP--SPR!NKLER SYSTEM :0 STREET LIGHT \ 7Y" SIGN p---=::j GARAGE OPENING ---d \'nNDOW * SPRINKLER EMERGENCY TELEPHONE NU~ABERS DAY CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY SBC CITY OF NEWPORT BEACH -(UTILITIES DEPAR1MENT) ADELPHIA CABLE UNDERGROUND SERVJCE ALERT (800)-624-8153 1800)-611-1911 ' -611 (949)-644-3011 (714)-338-2060 (800)-422-4133 NIGHT (800)-624-8153 (800)-611 -1911 611 (949)-644-3717 (714)-388-2000 (800)-422-4133 ,_ (/) 0 z <( _J :,: Cl :r: PACIFIC PUBLIC WORI<.S DEPARTMENT s"'- NEWPORT SHORES PAVE~~ENT REHAB~LITAT!ON C-3721 APPROVED: CITYl Et<jGJNEER R.C.E. NO. 24967 ..._ '~, e,'?-t: rg V ~ ~ '" SUNSET _,, " -11 ' I l 2 i I NEWPORT COAST 19" ._,v SHORES \\\ 10) \\ LANCASTER L.1'~!1..l\ DR HIGHWAY DRl'ilE 11 I l ,-(/) ,_ (/) -<D 11 JI ,[ EXISTING STRUCTURAL SECTIONS AT VARIOUS LOCATIONS OCEAN PACIFIC LOCATION MAP NOT TO SCALE LOCATION SECTION 491 PROSPECT ST. CENTER LJNE 468 PROSPECT ST. CENTER UNE 320 PROSPECT ST. CENTER UNE 011-IER STREETS IN GENERAL REF: TRACT 772 ,-'/ 6"AC. ON 4"A.8. 4" A.G. ON 4" A.13. 5" A.C, ON 6" A.B. 4"AC. ON 6" A.8. APPROVAL RECOMMENDED APPROVAL RECOMMENDED GENERAL NOTES 1. ALL WORK DETAILED ON 11-lESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE.CONSTRUClID IN ACCORDANCE V~TH 11-lE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION." 2003 EDITiON AND SUPPLEMENTS TO DA IT. EXCEPT AS OTI-JER~~SE STATED IN THE CITYS STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACfS SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHO\\N AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING 11-lE ACTUAL LOCA 110N ~-ND ELEVATION IN 1HE FIELD PRIOR TO BEGINNING OF CONSTRUCTION. 3. All EXPOSED CONCRE1E SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH 10 ADJOINING IMPROVEMENTS. 4. P.C.C. SHALL BE CLASS 560-C-3250. 5. CONTRACTOR SHALL REPLACE MANHOUE FRAMES AND COVERS, SEWER MAIN CUEANOUT ANO AND WATER VALVE FRAMES AND COVERS, UN~fSS OTHERY~SE SHOWN, 6. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WA11ER VALVES. SCO, SUflVEY MONUMENTS, SE\\l:R AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTI-IER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 7. PROPOSED IMPROVEMENTS SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMEN1S. 8. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMED!AlE ATTENTION OF THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT. FAILURE TO DO SO lilLL PLACE RESPONSIBILITY ON TI-IE CONTRACTOR FOR CORRECTION. 9. CORRELATION OF DRA¥nNGS AND SPECIFICATIONS. ANY WORK NOT iNOICA lID ON THE DRAVANGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN 8011-l. ANY WORK NOT INSTALUED ACCORDING TO DRAWJNGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 5-FEET FROM EDGE OF GUTTER TO A MAXIMUM DEPTI-l OF 2 INCHES PER DETAIL ON SHEET 21. ® COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES G) PLACE VARiABLE HEIGHT ASPHALT FINISH COURSE. @REMOVE EXISTING AND CONSTRUCT TYPE "A" PCC CURB AND GUTTER, VARIABLE CURB FACE PER CNS SID-182-L. @ REMOVE EXiSTING AND CONSTRUCT PCC CROSS GUTTER PER CNB SID-185-L. © REMOVE EXISTING AND CONSTRUCT 4-INCH lHICK PCC SIDEWALK. 0 REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE Ill PER c,NB STD-164-L @REMOVE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET 21. ® INSTALL 3/B-INCH PREMOLDED JOINT FILLER. @REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC TEMPORARY ALLEY. ® PROTECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT PCC CROSS GUntR SPANDREL PER CNB SID-185-L AND DOWEL INTO £XIS11NG PCC CROSS GUTTER PER CNB STD--108-L @REMOVE EXiSTING AND CONS1RUCT 7-INCH THICK DEEP LIFT ASPHALT P~.1/EMENT . @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE K, PER CNB STD-181-L -B. @ SAWCUT AND REMOVE PORTIONS OF EXISTING PCC SPANDREL/GUTTER AND CONSTRUCT NEW 6-INCH THICK PGC SPANDREL/GUTTER TO JOIN EXISTING INLET APPROACH. @) RE!j~VE EX!STINJ fND CONSTRUCT PGC CURB ACCESS RAMP, PER CURB ACCESS DE ,Ail A, SHEE I Z1. @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS. RAMP, PER CURB ACCESS DETAIL B, SHEET 21. @ CONS1RUCT ROAD BUMP PER DETAIL ON SHEET 21. @) INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD ES-5A. @REMOVIE EXISTING AND CONSTRUCT NEW SIDE INLET TYPE OL-A PER CNB STD-305-L, L=12'. @ REMOVE EXISTING AND CONSTRUCT JUNCTION SffiUCTURE NO. 1 PER CNB sm-3:0-L. @INSTALL 15-INCH PVC C-900 I\HH CONCRE1E ENCASEMENT PER PIPE BEDDING DETAIL ON SHEET 21 AND TRENC!l RESURFACING PER CNB SID-105-L-B. @ CONSTRUCT 4-INCH THICK PCC SIDEWALK Y~TH THICKENED EDGE AS SHOWN ON SHEET 21. @ CONSTRUCT TYPE 8 CURB. @REMOVE EXISTING AND CONSTRUCT NEW SIDE INLET TYPE OL-A PER CNB S10-305-L; L=7' @ REMOVE EXISTING AND CONS1RUCT PCC CURB ACCESS RAMP PER DETAIL C ON SHEET 21. @ ABANDON MANHOLE, REMOVE PUMP, ELECTRIC.~L AND FLAPPER VALVE. @coNSTRUCT PCC PIPE COLLAR PER CNB STD-313-L TO JOIN EXISTING AND PROPOSED STORM DRAIN. @ FILL EXISTING 15-INCH CMP STORM ORAlN 'MTH SANO CEMENT SLURRY. @ ABANDON MANHOLE. ® REMOVE EXIS11NG AND INSTALL NEW 15-INCH PVC G-900 STORM DRAIN V,HH TRENCH RESURFACING PER CNB STD-105-L @ GROUT NEW 15-INCH PVC EXISTING STORM DRAIN INTO STORM DRAIN MANHOLE. @PLUG EXIS1lNG 15-!NCH CMP STOHM DRAIN. @REMOVE EXISTING AND CONS1RUCT CURB ACCESS RAMP PER CNB SID-181-L-B, CASE H. @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK PCC ALLEY. @ REMOVE EXISTING AND CONSTRUCT NEW STORM DRAIN JUNCTION STRUCTURE PER CNB STD-310-L @ REMOVE EXISTING AND INSTALL NEW 15-INCH PVC C-900 STORM DRAIN. PER CNB SID-310-·L @ REMOVE EXISTING WATER MAIN AND CONSTRUCT INVERTED SIPHON PER CNB SlD-528-L. DELETE 10' MINIMUM TRANSITION ADJACENT TO EXISTING VALVE. REMOVE AND REPLACE THRUST BLOCK TO ENGINEER'S SATISFACTION AFfER SIPHON INSTALLATION. @ REMOVE AND RECONST!lUCT PORTION OF EXISTING LOCAL DEPRESSION. @TRIM EXISTING TREE ROOTS TO FACILITATE CONSTRUC110N. @ CONSTRUCT PIPE COLLAR PER CNB SID-313-L. C-3721 PRINCIPAL Cl\ll ENGINEER R.C.E. NO. 43003 TITLE SHEET DA1E \ \ -I'S -0 S NEWPORT SHORES PAVEMENT REHABILITATION DESIGNED SL ORA\IN MGRACIA CITY OF NEWPORT BEACH R-5875-S 1-------=-i--~~--- C HECK ED RS DA1fs NOV 2005 PUBLIC WORKS DEPARTMENT SHEET 1 OF 22 -·--~ T u! w; I -. . .. ··---·--·---·------------- 9.0 8.0 · --·ci ,::,-·· L,.,.. .. ~ o-\-,-.::--ro ..--; , , s.o 1---• ~~~--- - ~In,_ -------<nr•i;_---- . ·---....(--•-····-' 8.0 .. -·-,--- i 8+00 ' : r .. •• '"-----~L<--j ::: i ... -,. ---.... --·-. ·-···--· --------- .. ---- _ _J -----"' i ' . -· ----·--·--·-·· l·-·---- 1 L ' ,_ ··-·oo ,., .. l,._ ,, ·: PROFILE VERT. HOR. SCALE 1"-~' -1 1" = 20' ' --------·-------·-------,- 9+00 I ~,- . !·· -. -... -- ' --1 - ~10 I -----cJ;-o-·-----~--l---------------1-------~--------+----,---------+-------i------1 ---!-----z--' ____ ..!.____ ----e---~---------------------------- ! ... -~------- s~ 0.60% --' -------,,. ----_,_ ----------- __ __ __ ~pROPOSED/FJ'SAT CEN_TER l~ _ • -""l!? -·--... ·-------1:!) ·- + ' 1-------- -.------- . ---------- 10+00 11+00 8.0 7.0 7.0 7.0 GRANT STREET CONSTRUCTION NOTES CD COLD MILL EXISTING PAVEMENT 5-FEET FROM EDGE OF GUTTER TO .~ MAXIMUM DEPTrl OF 2 INCHES PER DETAIL ON SHEET 21 0 COLD MILL EXISTING PAVEMENT TO A DEPTii OF 2 INCHES Q) PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. G.)REMOVE EXISTING AND CONSTRUCT TYPE "A" PCC CURB AND GUTTER, VARIABLE CURB FACE PER CNB STD-182-L. G) REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB STD-i85-L © REMOVE EXIS11NG AND CONSTRUCT 4-INCH THICK PCC SIDEWALK- ® PROTECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT 7-IMCH THICK DEEP LIFT ASPHALT PAVEMENT. @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE X, PER CNB STD-181 -L-B. @ CONSTRUCT 4-INCH THICK PCC SIDEWALK 111TH THICKENED EDGE AS SHOWN ON SHEET 21. @ REMOVE AND RECONSTRUCT POR110N OF EXISTING LOCAL DEPRESSION. W'LY P/l GRANT STREET SECTION STA 10+30 I CYL I NOT TO SCALE CANAL CIRCLE SECTION STA 1+50 NOT TO SCALE 16' 5' WP ,-~---1 ' / ri✓ \_) I I i '' ' -----···---------------_, ' ' •• 1· ---------~-·1 - --------E,_,:1~-----------+-------+-··-···-·---·--• ---~-----~-------:----------+------,-,, -------:-----------+----------1 "'i i -·--------·---, ·- ' ' PROFILE VERT. HOR. E,, V P/L r... ' , 4' SCALE 1" = 1' 1" = 20' 2+00 F-----I -· ..... J.. ---·---. ·, . 0 0 i CANAL ! i I --, • ••• """"'"'i" 1+00 I C~RCLE / I en 7.0 0+00 vi SCALE 1 • = 20' C-3721 ,;l ""-.-'1:.-,.} " -::---_ r---~J '4"c '"-, ..... ::-: ... ._., ;; iS. "";: -::::·-:·, ' ----~----···· ------------+··--··--·-------;--- ! -1----- - - - ------·- ' 10.0 9.0 9.0 ''"' ''' I,"' 1· • • • j, __ ;;:,jisiifGi~;!@ CENTERLIN=E'--:- i / ' 8.0 9.0 5+00 4+00 3+00 2+00 1 +00 0+00 SCALE CONSTRUCTION NOTES (i) COLD MILL EXISTING PAVEMENT 5-FEET FROM EDGE OF GIJTTER TO A MAXIMUM DEPTH OF 2 INCHES PER DETA.lc ON SHEET 21. 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES 0 PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. 0) REMOVE EXISTING AND CONSTRUCT PCC CROSS GUT1ER PER CNB STD-185-L ® REMOVE EXISTING AND CONSTRUCT 4-!NCH THICK ?CC SIDEWALK. @ PROTECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT 7-INCH THICK DEEP LIFT ASPHALT PAVEMENT .• @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE K, PER CNB STD-181-L-8. ® INSTALL TRAFFIC LOOPS PER CALTRANS STANDARD ES-5A. @ABANDON MANHOLE, REMOVE PUMP, ELECTRICAL AND FLAPPER VALVE. @ FlLL EXISTING 15-INCH CMP STORM DRAIN V,1TH SAND CEMENT SLURRY. ® REMOVE EXISTING AND INSTALL NEW 15-INCH PVC C-900 STORM DRAIN I\HH 1RENCH RESURFACING PER CNB SID-105-L @ GROUT NEW 15-INCH PVC EXISTING STORM DRAIN INTO STORM DRAIN MANHOLE. @ PLUG EXISTING 15-INCH CMP STORM DRAIN. @ REMOVE EXISTING AND CONSffiUCT MEW STORM DRAIN JUNCTION SffiUCTIJRE PER CNB STD-310-L. @ REMOVE EXISTING AND INSTALL NEW 15-INCH PVC C-900 STORM DRAIN. PER CNB STC 310 L ORANGE 18' \ ~EXIST 4• AC/6"' AB I AS SHOWN ON PLAN (3~, ...__,, ORANGE STREET SECTION STA 3+25 TO 4+50 NOT TO SCALE I c; I 7.74 fl (7.74 Fl) STREET i.l REVIEWED ORANGE '7?a4± Stttu; C-3721 STREET I .:1 i '.' ,,,, I~ II; c.::, PRINCIPAL Cl'IIL ENGINEER NEWPORT SHORES '.{ R.C.E. NO. 43003 , n .__,__--+-I~-------___ --1--+_ --1,: -----1DA::.:,:rr::..;;;;,;;;/,;;;;;/-;,;;:.;;6;;;;;-o.;;;;.s;;;;;· =➔-..:.P..:..A.:.:.V.=E::.:.M:.::E::..;N..:.T..:...R:.::E:.:..:H.;..,;A.::.B i~L;.;,IT=A~T!=-=0-=N~:-!l ",. BY : DESCRIPTION APP'D, DESIGNED SL DRAV.N MGRACIA CITY OF NEWPORT BEACH R-5875-S 0 DATE 1 .. _____ ,_R_Ev1-s-10-Ns ________ -------1~CH~E=cK=m~-R=s*o,1~5-Au~-2005 PUBLIC WORKS DEPARTMENT SHEET 3 or 22 I? C) ;., ~ !:S:-(t, fJ) t;;Y'-.~ V', (1" ! 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"·;-·------t~-----i-:'c,.i.f'.: -----t:-=====<i-----==l=~~iiiii;;.;..;.;.;;j i---'-"o'icc .. ~..,_""tr· --,~,;1_;_t; ~-ro c;.:: ~ ~] .t::~ ! 2-\ 1-6-----~~--~----------------+-----------------S O 08% • -· --------·-·-1-·· •• T • . ... ---·--_ l·· ·------·--·--·· -----··-----:--_0,:,. ----•-i :-:~-;-------·--· -·---------~?'! ;.<:;: 9.0 ~ 13 ·::: · ·r--: '': -• I< !·'· • • r-..: S=0.20% •· 1 .:. • :':: ., ..... ~.... ·--·······-·-·-·-·---·--···· .. -·-· -··---·-·---·---·-.. -·----.--S=-0.20% ! 1:.·:., •• ··-·· .. ·-·----·-·-·--:·s:·,··-··-·-·· ·- C'J 7 0 !LO .__ 0+00 I CONSTRUCTION NOTES 0 COLO Mill EXiSTING PAVEMENT TO A DEPTH OF 2 INCHES Q) PLACE VARIABLE HEIGHT ASPHAl T FINISH COURSE. 1+00 © REMO\,[ EXISTING AND CONSTRUCT TYPE "A" PCC CURB AND GUTTER, V.~RIABLE CURB FACE PER CNB STD-182-L. (0 REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNS SID-185-L. ® REMOVE EXISTING AND CONSTRUCT 4-INCH ,HICK PCC SIDEWALK @REMO\£ PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET 21. G) iNSTALL 3/B-INCH PREMOLDED JOINT FILLER. @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC TEMPORARY ALLEY. @ PROTECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT 7-·INCH THICK DEEP LIFT ASPHALT PAVEMENT, @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE K, PER CNB STD-181-L -8- @ REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL C ON SHEET 21. @ GROUT NEW 15-INCH PVC EXISTING STORM DRAIN !NTO STORM DRAIN MANHOLE. ® REMOVE EXISTING AND INSTALL NEW 15-INCH PVC C-900 STORM DRAIN. PER CNB STD-310-l. 2+00 3+00 N'LY P/L ~ ru~ ,'------._-~-·-_._---------a-· ____ 1s_·------·-·-,--··-·--,---··_· _·_· _·_· ______ ,_6(i;_· z_"_C_:i_~---------1----4•---l r I I L. ~~EXIST 4" AC/6" AB I ", I AS SHOWN ON PLAN (!_j CANAL STREET SECTION STA 3+00 NOT TO SCALE 12 N '- 4+00 ..... ~ ':2'·--······~·-·-·-·-·-·---!------·------·--·--··-__=-::_:-t -::-_-:----~ DATE BY I<> : V), '-'-I DESCRIPTION REVISIONS 5+00 \ 12 \ \ \ \ \ \ PRINCIAL OVIL ENGINEER R.C.E. NO, 4300J DATE __ _j/-/tf,-{Ji,,- APP'D. DESIGNED CHECKED DRAWN SL DATE MGRACIA RS 18 JUL 2005 \ \ . ,,, 8.0 6+00 \ \ \ C-3721 CANAL STREET NEWPORT SHORES PAVEMENT REHABILITATION CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5875-S SHEET 4 OF 22 ,_, .- CL C V 8.0 7.0 8.0 7.0 8.0 7.0 7+00 i" I ----------------. COi\JSTRUCTION NOTES (D COLD M!LL EXISTING PAVEMENT TO A DEPTI-1 OF 2 INCHES 0 PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. PROFILE SCALE VERT. 1" = 1' HOR. 1" 20' G)REMOVE EXISTING AND CONSTRUCT TYPE "A" PCC CURB AND GUTTER PER CNB SID-182-L (5) REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB SID-185-L. .._, © REMOVE EXISTING AND CONSTRUCT 4-INCH THICK PCC SIDEWALK. 0 REMOVE EXISTING AND CONSTRUCT PCC DRIVEWAY APPROACH TYPE II PER CNB STD-163-L. ©REMOVE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DET.~IL ON SHEET 21. 0 INSTALL 3/8-INCH PREMOLDED JOINT FlLLER. @) REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC ITMPORARY ALLEY. ® PR01ECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT 4-!NCH THICK ASPHALT PAVEMENT OVER 6-INCH 11-llCK AGGREGATE BASE. @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL C ON SHEET 2t ! . ----·----. ---------------·---, ,---------------~---------! -, ' ·-······-·--·-·"-.•. -·-----··"--!---· I i I -+ I -i 8+00 9+00 10+00 CANAL - --------;-- -·--··-·'---··-· 8.0 I -. -t - ' ·1··-.. --•--,-·-··--- --------·--·--·------------+-' -----------; 11+00 12+00 \ ru~ ~ m~ 1---4.-----------------·---------------16' ---·-·----------------! --------------16-.----------------4,---I ,--------------------------------.-------------=-:::::-------------i-------4 I 10' I (!)~, I L, ~-~-ff):'@ I / EXIST 4" AC/6" All/ I CANAL STREET SECTION STA 9+25 NOT TO SCALE RE\11E\\'ED -~1~-"'1 ;;f, {,i; PRINCIPAL CP/llENGINEER R.C.E. NO. 43003 DATE /1-JG-os CANAL STREET NEWPORT SHORES PAVEMENT REHABILITATION I It: L.U j; ,.;) I~} DATE BY DESCRIPTION APP'D. DESIGNED DRA\\N SL MGRACIA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5875-S Ii[! RE\1S10NS CHECKED --~-+-- DATE 15 NOV 2005 RS SHEET 5 Oi' 22 j'C: -.011 \ )',. c· ' ' SCALE 1 • ~ 20' .. ; ...... -·-···--·-··· ----.. --.. . ..... ------... ,. --.. ·-· --... --··-----· .... , .. . ·;-........ --··· -·--··· ., --..... , .. ··"" ·---,,-~·--··•--,.-L.----,."'----------- ' ... 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STA 16+00 PROSPECT STREET SECTION NOT TO SCALE No. 43003 . 03-31-06 r:n l--+-----4----------i.-~DA=TE~l:;:;;;0-A;!.'.;~;;;;;#°';;:;;'5=:;;;;;;;;;;,1 _ _:...:PA.:..v:.::E::.:M:,:.::E:.:.;N:..:..r.:..R=E:.:..:H.:..:A=s'::;L:..:..1r.:..:A r.:.:1:.::o.:.::N_,--5t; DESIGNED DRAWN Cl1Y OF NEWPORT BEACH R 5875 S u.: CIVIL OF CAL\t DATE SY DESCRIPTION REVISIONS SL MGRACIA , __ -___ -_:;: CHECKED MS DA16 AUG zoos PUBUC WORKS DEPARTMENT SHEET 8 OF 22 '?. APP'D. ' I 9.0 9.0 S -0.40% ! (.I')<:""·/ ···-·-·· ---·--. ·'--'-·· 'i '.,·.: ________ ai ui _ _ ____ .m~ 00 i --~·-:2; co;, ... ----------.. . -,------------· 9.0 I .. ·-·-'-·----------------------- 8.0 21+00 ' .... 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'" PROSPECT STREET SECTION STA 23+70 NOT TO SCALE u.. ~", _, --·c5 ·"'" N "' 16' v._, i" l,_ ~ ~; ' .. .. ' =-,J Q ___ _ tri : PROFILE SCALE VERT. 1" = 1' HOR. 1" = 20' I ' .::::.1 ·~ _J ,. . I ·~: vi O' ... to·!"" ifLY P/L ~i ~ r·:_: .. ·-~ .. ;---?-- ' I ' -----------------' I --' ___ ,, __ " 26+00 • ' I ' ···-··-·-···-: ·-·· ·····-·-··-"······-----., -- 1 ' "' '' " . '' i •• ···-···-··-··-·-·--·-··------- ., .,. ""'" ... ,. '"""' i -·····-· -...... ,. ' I . ! I ·--·-----------~ ---------r . ·----··-----·-·------, 7.0 6.0 7.0 6.0 7.0 6.0 . ': ' . I C-3721 PRINCIPAL CML ENGINEER NEWPORT SHORES I< R.C.E, NO. 43003 I iii 1-~--~-;~_--_(.·~--=~-.. _--_-·_·---_··-·_· .. _····_--_-.. _··_·-·_· .. :==;~oA=rr.;;;;;;;;;;;;:;;;//-;:;::/G~-a~:5'~· =~-..;.P.;..A;.;;.V.;;;;.EM;;.;,;;;;,E;.;;.NT.;.. • .;..;R.;;;;.E...:.HA ..... 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' i " i ----7 16+00 62ND 40' ' ! C/L i 62ND STREET SECTION STA 16+00 NOT TO SCALE . ------,--·---- 17+00 16' 11' i I 4' E1LY P/L l PROFILE SCALE VERT. 1" = 1' HOR. 1" = 20' ····-""' .. ' ---·---------------·-·---·----+· 18+00 .. . - - ----------------7-- 8.0 7.0 8.0 7.0 8.0 7.0 ! i'' ---------t-- 19+00 '- '-' i-- (.L STREET n C ('\ n .__< C-3721 ( ·1 .---,---,------------------,---,,.,,.,,,.,,,,,.,,,,,..---------.--------------------------,1;::> RE\1EWED ,-, ~w.. , 62ND STREET ~; ,e; u\J'l.lb •• PRNCIPACIV1L ENGINEER NEWPORT SHORES 0 RC.E. NO. 43003 ~':: DATE _J}df;~tJ5 PAVEMENT REHABILITATION S' l--l---l---------l---+;,;,::.;;;;;;,;;:;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;;.l-.......;:..:..:.::.=:.:,:.:::.;:..:..:..:=.::..::-=.:,:~.::.:.,:.::.:..:..........,11u, APP'D. DESIGNED SC DRA\\N MGRACIA C!TY OF NEWPORT BEACH R-5875-S ::: DATE BY DESCRIPTION REVISIONS CHECKED DA TE MS 20 JUL 2005 PUBLIC WORKS DEPARTMENT SHEET 1 Q OF22 > ,,-,6 i-:· ~~ ,' r: CONSTRUCTION NOTES ® COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES @PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE, @REMOVE EXISTING AND CONSiRUCT 4--INCH THICK ASPHALT PAVEMENT OVER 6-INCH -' THICK AGGREGATE BASL : 20+00 62ND W'LY P/L I 21+00 40' 62ND STREET SECTION STA 22+50 NOT TO SCALE 22+00 I .. _j E'LY P IL , 23+00 STREET REF: TR 772 : ' •• i -------------------+·· 8.0 7.0 8.0 7.0 8.0 7.0 24+00 8'~;3-• SCALE 1 "= 20' J:: r ' [_i_ L'i C-3721 REVIEWED ,,. 62ND STREET " #l?cdtJ 96?,A: ,t ---+---+-----------t---1 PRINCIPAL c""'"1V1=L -rn=G1N=EE~R -, NE\AfPQRT SHORES -c:·· R.C.E. NO. 43003 V 'iJ 5- 12J ~------l-----------t---,---l~DATE;.:.;;;;;;:;;;//-;;;!/y;;;;;,-~t}5;;;;;;;;;;;=~......:..P.:..:A;.:VE::.:M::.:E::.N.:..:T...:.R.::E:.:..H:.:..;A::.Bl~Ll;.:.TA:..:.T.:.;,IO=-N:..:..........jj:, APP'D. DESIGNED SL DRAll!-j MGRACIA CITY OF NEWPORT BEACH R-5875-S H 1---~--~--------------~--+==cc---=tc-=-~=='-i CHECKED MS DA~2 APR 2005 PUBLIC \IVORKS DEPARTMENT SHEET 11 OF 22 -~ DATE BY DESCRIPTION RE'I.SIONS SCALE 1 "= 20' CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES 0 PLACE VARIABLE HEIGHT .ASPHALT FINISH COURSE. Qi) PROTECT IN PL!,CL ' ·-------r --f--. . I i ' ; ·----·--·+------·---------- i . . . . . . . I . . 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NO. 43003 in DATE j/~,11,~05 PAVEMENT REHABILITATION Ci> I----J---J------------------!---l.;._..;;_.,;;;;;;;;;;~;;;;;:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;i ___ _;_,.:_;:..:..:;;;,:;.::,:_;_:...:,_;;,:.:.;,.:;,..:::.:,:;..::..:..;..:.;~:.;,.;_ __ .lJv1 SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S [; DATE BY DESCRIPTION APP'D. DESIGNED RE\ilSIONS CHECKED DA 1E PUBLII'' WORKS DEPARTMENT SHEET 12 OF 22 l;:? MS 06 JUL 2005 v t_}\ 'Y ~ • I!.,··· --j·· c, ---·--· ·--··+ --•··. 0 ... , - ---- 8.0 7.0 0+00 --,__ ·--··--------. PROFILE VERT. HOR. SCALE 1" = 1' 1" = 20' COAST 8.0 7.0 S 0.28% 8.0 t::? 7.0 ----~---~h,,-····---. --- 1+00 ~ c__:: ;·:.·· ' BOULEVARD 8.0 7.0 SCALE 1 "= 20' : ·_;. '~ ···--;·--·····-·---·· ---···•:'T ·-----· f---------t ---------.·,:··, ,, . ?: ,-... .. : !, ; .. ~------------------,"-➔-tr··•-·--------·-·+, ,-c.-------+'--•·~------tL-'------------J i'. '., ;· ' ; ·- --·--------·-'---~-------------------/ 1+00 L ' PROFILE SCALE VERT .• HOR. 1"=1' 1" = 20' 0+00 LANCASTER STREET S'LY P /L N'LY P/L N'~~ ~ , ___ 4_' ___ ! ___ --___ --_-_--__ -_--_--_-__ --__ --__ ~-=====16=·==----:~~-:-_·===--------------.. _--__ --_.--__ --_;====------------16-. ------···----------4' 4' 8.0 7.0 8.0 7.0 8.0 7.0 0+00 \ \ B ~ c~ 0 ti "' _, '-, 0 \ \__ tu w o:'. to □ z: N (.0 ' - ---i--- SCALE PROFILE VERT. HOR. 1" = 1' 1" = 20' ..... ---· ---········· '·--. ·--·--·····-·-·-·-·-···"-···· ·1 -----·r .. --·--··· ····--··· . ..... . -·-·-··--······+--------------I 1+00 LANCASTER STREET 40' S'LY P/L 16 16' 5' TYP f3\--5' CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 5-FEET FROM EDGE OF GUTTER TO A MAXiMUM L [ I ~~-', I ---------;{:~-~~~--, -----5-• ---- \ ;;',;'); '°"••EXiST 4" AC/6" AB 1 I I j I I V '-., r f '\_ \'-, , c /L I ~ 11 e;iJ-:_ -~: J ~ ,~~~~~ ~ 1 DEPTH OF 2 INCHES PER DETAIL ON SHEET 21. @ COLD Mill EXISTING PAVEMENT TO A DEPTI➔ OF 2 INCHES 0 PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. © REMOVE EXISTING AND CONSTRUCT TYPE • A" PCC CURB AND GUTTER PER CNB STD-182-L . @REMOVE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET 21. ® INSTALL 3/8-INCH PREMOLDED ,IOINT FlLLER ® REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC TEMPORARY ALLEY. ® PROTECT iN PLACE. "13' REMOVE EXISl1NG AND CONSTRUCT 4-INCH ASPHALT PAVEMENT OVER ~ 6-INCH THICK AGGREGATE BASE. @REMOVE EXISTING AND CONSTI1UCT pee· CURB ACCESS RAMP c.~SE K, PER CNB SID-181-L-8. COAST BLVD. STREET SECTION STA 0+50 NOT TO SCALE LANCASTER STREET SECTION SIA 0+50 NOT TO SCALE C-3721 ·-~, n .--..... ---------------..... -.................... _______ ,..... ___________________ -i, ·, I REVIEWED "' COAST BOULEVARD \:: ' ~rtl,&.±"(-.,tf,,;,.; LANCASTER STREET ,~, PRINCIPAL CIVlltNGINEER NEWPORT SHORES / ~NO~. ~ ,.,.. 0 DATE 1/-/&-o::, PAVEMENT REHABILITATION ':. 1-D_A_TE-1-8-Y-+----□-E-sc-RIP_ll_ON-----+A-PP-.D~. i.:.0;,;,;Es.:.1GN;;,;;E;;;;0 ~s;;;;L;;0;;;;RA;;;;W;;;;;;;;NM;;;;GR;;;;Ac;;;;;1A;;.i.. _c_1_rv...:.o:..F.:.;;.;N::E:.:.w=P..:.o..:.R...:T...:B=E::..A:..:c:.H:.:;,;..:.R:..:.::,-5.:.:::8.:.7:..5_-_s-ll\~ o--~-~----RE_\ll_s:_oN-,s-----~--11-cH-EC_K_ED __ R_s+D-AT£_23_M_A_R_20-0-<5 PUBLIC WORKS DEPARTMENT SHEET 13 !lf 22 i:; . ·---:·,J•J ~~ -.,.._ tJ ' \J1 '¼:l '-"{ S::."\ \ ' t./', ' ,-- ' ---•--• -se--•----•--•-•--•--•••-- i -:·-··-.......... ·--·· ···--·-i····--·-·-·--··-··---············· ······-·· ··i·-.. ·-·--·· ... -- -' i ------!-------------1--------------" --·" -----__ ,__ ,,!, i i i _____ __, _____ ··-·---·-·-----,---·-----j---·----t--·---·---··--1-··---··-·····-··------,---------+·----·--·--·--------t-------·---·· --- 9.o ~~-·--·-------·----.-.---.. -_+-... --.. -. __ -_-_-_.-_.-_.-_.-__ -.. -.. ~'. =====---.--.. -._-__ -.. -... ~i=======---... -:.-:.-:.!-:.-:.-:.-:.-::._-_-.. -__ -._-_-_-~~;_-_-_-_-_-_-_-_-_-_-_-_-_~~:~_-_-_-_-_-_-_-_-_-_-:.-_.-_.~: =======~~~~~:~~~~~~~~~~T,_J:~n'.:~~~~~~~~~~~.=-17 ---:------. i : : <-'11-··"··-··-·---·-·-·--"-•• ·-· ·:~· •••• ··-··------·-----··-·· ••. ~---:·-----r----------;;;;.,;_-:..::;;:···--.-:,·.-··-=·=--=-=·=·-~-I----···--~----·-·-··---t· .. . :------··--~ 5· ---------·---------··- I--·~ ---····----------=1-__ I .+ -.----.. -........ ---.. --.. -•-"·········--·················· '.~?···-·-··--·-···· i J..J...., •• i -----,....._ I 00 X 8.01-----g-_---i:.1'"c.:_· _____ ~;;-~~------~r~'.0·~-·---·-·_·-+·-·.~-.:-·_-·_-_·_·--·-_-·_···_-_···_-➔~-.\~··_·-:..-:..-::..-::..-::..-::..-::..-::..=:~~=~~===-·--_···_·-_-_~;,-;;--_-_-_-_·-_-::_-::_,_~-·----:=:=-~=-+--~~-----------=-="-'l ...... -........... g --··-···-·-... ----·-··-·---·· ·-····· ······>·· ··--·-"" ----··---. ·--------·-------·-___ ,,__ -------··-·---· ' . -· ,. ___ ,,_ ... --------------.--·. -: . -----··---· --~·~:.,.,--·----·--·-··-··----·--------·--------------- + ' 9.0 SCALE 1"= 20' PROFILE VERT. HOR. 7+00 1" -1' 1" = 20' i ' -' ------..... ----····-............ ··-·-····· ...................... ··---·-··--- : 8+00 CEDAR STREET CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT 5-·FEET FROM EDGE OF GUTTER TO A MAXIMUM DEPTH OF 2 INCHES PER DETAIL ON SHEET 21. ® COLD MIU. EXISTING PA \IEMENT TO A DEPTI-1 OF 2 INCHES (l} PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. G)REMOVE EXISTING AND CONSTRUCT TYPE "A" PGC CURB AND GUTTER, V.~RIABLE CURB FACE PER CNS STD-182-L ® REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB sm-185-L. N'LY P/L ~ co + 00 9+00 / 9.0 8.0 8.0 9.0 7.0 8.0 9.0 8.0 / I / \ I ! I ~ -~~:._ ... -1.~ ,:....c; ' -··-- --··------i-·· ------------··---·- PROFILE VERT. HOR. ' SCALE 1"-1' 1" -20' S'LY?/L © REMOVE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET 21. ® INSTALL .3/8-INCH PREMOLDED ,IOINT FILLER. @) REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC TEMPORARY ALLEY. (}]) PROTECT IN PLACE. 40' 1------4-.---·-----------1-6' ___________ ! ___________ 1:.·----·-·---···--------·-··-·--···------4•---1 !-::-.-._-_ -_-_ -,1-- 1 --5.-TYP---,-------------.r-------·-----·-··-··---~=2)3'-~-3-\-- 1 -5-.-TYP-.-·_- 1 -,-. !=;-·---~~-! @REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER SPANDREL PER CNB STD-185-L AND DOWEL INTO EXISTING PCC CROSS GUTTER PER CNB STD-108-L. @REMOVE EXISTING AND CONSTRUCT 7-INCH THICK DEEP LIFT ASPHALT PAVEMENT. @sAWCUT AND REMOVE PORTIONS OF EXISTING PCC SPANDREL/GUTTER AND CONSTRUCT NEW 6-INCH THICK PCC SPANDREL/GUTTER TO JOIN EXISTING INLET APPROACH. @ CONSTRUCT 4-INCH THICI( rec SIDEWALK \'llTH THICKENED E!JGE AS SHOWN ON SHEET 21. @ CONSTRUCT TYPE 8 CURB. @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP PER DETAIL C ON SHEET 21. i ---\ \ AS SHOWN ON PLAN''(i) ~k I r r:;-.. I >...:_.f AS SHOWN ON PLAN \ ~~EXIST 4" AC ON 6"AB -----i CEDAR STREET SECTION STA 10+50 NOT TO SCALE 7.0 ~ --0.20% 0 c...:, '!J) ,,:, tD ,,::, 6.0 f:2 0 -0() L ... I'-'-<"'·, _\! .. L - u.: /:· ITT ------ 7.0 6.0 7.0 6.0 I [_.1Cl -------------'-----------,--------------~-------r--------+-------------~----------,----"" -,, __ - ------------j ' ,, I ·--·-j-·----,-----··-----+-----------·---·-·-·-· --------------·-· -·-~-------------------, - i I ; : ------~-·-------------~-------+---------+-----------·--~ --------------- 11+00 12+00 CEDAR STREET NOTE 1: SEE SHEET 22 FOR STORM DRAIN IMPROVEMENTS NOTE 2: EXISTING POWER POLE TO BE REMOVED AT A LATER DATE. WRAP FELT AROUND POLE TO FACILITATE flJTIJRE REMOVAL. CONSTRUCT PCC WALK SUCH 1HAT PANEL CAN BE REMOVED AND REPLACED AT A LATER DATE. 13+00 . , .. T w ,) __ r--"'""'F""'..,_,..-------...,....-=----...,......---------c_-_3_72_1-1,1 1~ ! RE\IIEWED I ;; ~.J: t;f,l!,,1;; COAST BLVD. AND CEDAR STREET PRINCIPAL CIVIL ENGINEER NEWPORT SHORES ·, R.C.E. NO. 43003 ~~ 0 V; i-----l---+----------+--i;.;DA.;.;:TE.;;;;;;;li;;;;/-;;:;;;;/v;;;;;~;;;;;:(J5=;;;;;;;;;i1--.....:..PA:...:.V.:..:E:.:.M:.:.:E::.N.:..:.T...:..R.::E:.:.H:.:...A:.::.B.:.:;IL;:..:IT.:..;A:.:..Tl:...:O:.:.:N:.._-11':!: SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S I[: DATE BY DESCRIPTION APP'D. DESIGNED 7'b l t.P; O(}. 'i✓ c,, ' ------------------ . ·· I-.... -···- I ' ' ··i· ,. -···· ·-""""" --·-··· ··-. I ! . i ·--rz "f2 T~' S .lQ,20% ' i 10.0 lo 1 ----✓ .,..__.. ' ' -1 VJi·;/1· ~ tn -10.0 -----------------'----- 14+00 .. --·---T 13+00 G:i Z!--OW i-W -I 0::: 01--0 00 PROFILE SCALE VERT. 1" = 1' HOR. 1" = 20' 12+00 _,J -I <( ':tc;, 20· ~'¾,,-gl ® ~ ,,, 9 (9\'\( ~i / j,, I:; >-UJ __J ...J <( 20' --1-----· _, ------ ' ' -·····-·· ····-",,_, -·-, ... i ···-·--·•-,------------------7-------•-7-- I , .. ·-···------.. , .. , ...... ,_.,,,, ···--.. --·· _, .... . ·---------·---------·------------ - --r---. 11+00 10+00 111-/o g u ·Oa _,, r;:5,\ ;,±; (i3) :" i1,f<;_'-',R=10' 7.o '· --',-, "'i '-' L--15~1 '""-0, ,_ ; '-"' -, I ,'1 ,<; ~N-. \ IY' ! ,'291 "" R=10' "-:~ ~R • .\ 1c 'o I -~' ECR ,'-._.,-re,, /fl!!) L=15,71' G:!? ~= I.. \ .'7 • .! · ·' §'D ;',~ -_-_-__ -. ,-.,_. ---. J!8:s:3'ffWS p} f\§ if "' / / 0 z tu w ::c if.) r (_ ' I .-' SCALE 1"= 20' , I : 1'9? j-,.;"(±, X:C::I:::'i--f-~-'-/H-~"1 -c"~c-,,.,-1 ~. ~--+-"c:~· ~-"c--~ I= , ~,;,~ ¥ l -, 11 /:iA'3'1/~~ , ;' g I -1---·--t ;--t~r~·"-,i;--.·-c_ 1r. --. .,/" LU w UJ w z -I CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES 0 PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. G)REMOVE EXISTING AND CONSlRUCT TYPE "A" PCC CURB AND GUTTER PER CNB SID-182-L ® REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB STD-185-·L. @REMOVE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET 21. 0 INSTALL 3/8--INCH PREMOLDED JOINT FILLER. @ REMOVE EXISTING AND CONSTRUCT 6-iNCH THICK AC 'TEMPORARY AU_EY, @ PROTECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT 4-iNCH THICK ASPHALT PAVEMENT OVER 6-INCH TI1ICK AGGREGA l'E BASE. @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE K, PER CNB STD-181-l-8, @coNSTRUCT ROAD BUMP PER DETAIL ON SHEET 21. @FILL EXISTING 15--INCH CMP STORM DRAIN \\HH SAND CEMENT SLURRY. @ ABANDON EXISTING MANHOLE, @REMOVE EXISTING .~ND CONSTRUCT 6-INCH THICK PCC ALLEY. -. . ---. i --~-,-'f:":-.·_-. ' .. -m-: -· -~-1-.e... ----•. ~~: .- • •~-·:1M~·,, 0 /,~ •• ,.,.~":1'-.2 .•... ·,~.~, ~9 ~~~ \~ ~) = s~"✓~vei1,i r .j ~ n '-· L~25,14' ~,'<f' \Lt •. I,. 'vii ·<19 ,'-.J "' ' I -;;:J,:t ®1 'gj © ;; ~ ~ECR !IL I, [BCR "£ &:,5,;, I,;( r:1~:14' tt;1 ~ @r (9) © , 20' , , "'I J r,y/ ~ ;: ~ 20' ,-~~--1 ·-I 4' ~'. ~1' !4' -";-----G:J---- NEWPORT SHORES S'LY P jL 4' I r n I ' I \ I 11' '\,_, ...J ...J <( ·••~:-;,.c_ ,. ___ 'E_~~-~-__ T_ --~--'C ~ l --1 "JV •--t'J-'+ _c;J DR~VE ! cJ,t ',,__J 14' 11' 11' 4' -1 .----,---,- ,, I I 0 !;: ::;lE N'LY P/L \ AS SHO\\N ON PLA& '-,EX!ST 4" AC 0\/Erl 6" AB ' NEWPORT SHORES DR. SECTION STA 12+25 NOT TO SCALE C, C-3721 S? ..-----,.-------------..... -....,,..RE"'vl"'E"'"WE"'D,,.... ______ ..,.. ____________________ j(: DATE BY ,..,~fj;{J.j; SJ(;p4 NEWPORT SHORES DRIVE PRINCIPAL Ci"1L ENGINEER NEWPORT SHORES R.C,E, NO, 43003 L 0 SJ i:L DATE __ j/-/'7-tiS PAVEMENT REHABILITATION -t-----l~,;;,.;;;=~;;:.;;=~==+--.:..:..:.:=.;,;.;,,::,;,.;:.;,..;.:::.;..:.,;;::.;.;;,.:.::..:.:..:.::..:..:._-11 u' DEscmP110N APP'o. oEsiGNrn sL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S r:; o--~--~--------------~-----~--+-------. 1---'--C-..:...-C-ll", REvis10Ns cHEcKrn Ms oA~9 AUG 200 Pu sue vvoRKS DEPARTMENT SHEET 15 o, 22 ? -,~:'""" j ; ·-~ ' U\ I ' 10.0 10.0 ~ ... --. ---' "- ~ ---- ' -' , C i fQ -- ; d ·--·-'· .,,..,._ -. --l----------------- ------:······--- L.. -·--. '' ----L-----------------~-----·' --_, __ ------ ----c-----------· ---,-------------------,----i SCALE 1"= 20' 10+00 a 0 + 0 CONSTRUCTION NOTES ® COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 iNCHES 0 PLACE VARIABLE HEIGHT ASPHALT FIN:SH COURSE. 0 REMOVE EXISTING AND CONSffiUCT T'IPE "A" PCC CURB AND GUTTER PER CNB ST!l-182-l. G:)REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CN8 STD-185-L. ©REMO,VE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET ~1. 0 INSTALL 3/8-INCH PREMOLOED JOINT FILLER. @REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC TEMPORARY ALLEY. @REMOVE EXISTING AND CONSTRUCT 4-INCH THICK ASPHALT PAVEMENT OVER 6-iNCH THICK AGGREGATE BASE. @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE K, PER CNB STD-181-L-B. @coNSTRUCT ROAD BUMP PER DETAIL ON SHEET 21. @FILL EXISTING 15-INCH CMP STORM DRAIN IIHH SAND CEMENT SLURRY. @ ABANDON EXISTING MANHOLE. @REMOVE EXISTING AND CONSTRUCT 6-INCH THICK PCC ALLEY PAVEMENT. l- i S'LY P/L 1- 9+00 4' ' ._,, ____ i ___________ _ i-- ... ;.,, ---1---- SEE SHEET 19 WALNUT STREET NEWPORT 8+00 30' ------·------~ -'' -J-l-,,.,~ I"')! -___ , . ' 0 '"". -------=-Ll).J,._ L --·---·---i PROFILE SCALE VERT. 1" = 1' HOR. 1" = 20' 7+00 -.J. SHORES -'' LL! , •• _, -°-!-i-"7' OJa! _\. ----,-,,...,.---! -~- N'LY P/L 11' 12' 3' -1 ,-------~-)_Q}_':\--------------+-.-L . !-::: -1 \ ~EXIST 4"AC OVER 6"AB NEWPORT SHORES DR. SECTION STA 9+25 NOT TO SCALE ! :i-- CEDAR STREET DRIVE 6+00 ' i S 0.32% N : ·--0 r.c:-r ,-) __ 9 Q'; ; _:>_ O'l ' i ' I- +-' 20· 9.0 10.0 10.0 lO 1n ci C,) ::7 9.0 n·J 5+00 RF."1E\'IED ro 0 j; 0 ~....,z 1-w LU ::r: 00 LU w U) 0 0 + I.O If u I I'' I C-3721 fi ,-f:}z!JJa 2:t.v,.-, PROSPECT STREET , ,cii l-----i:-----l------------1-----1-,p□,,;.;RINCIPAL Cl~L ENGINEER NEWPORT SHORES '" R.C.E, NO. 43003 ,n l-___j__--------1---------+----_____g.:;DA=TE:.==::/i=#/;;::~-=bS=j==!----...:.P..:..A:..::.V.::E:.:.:.M:.::E::..:N.:..T.:..R:.::E::..:H:...:A::.B!:.:;;L::..:.IT.:..;A:.:.:Ti:..:O.:..N:__-1':, SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S ; OAlE i----:-:::--:-::4' -, MS 29 AUG 2005 PUBLIC WORKS DEPARTMENT SHEET 16 OF 22 DATE , BY l DESCRIPTION AP?'D. DESIGNED REV1SIONS CHECl(ED ._. .... ~ -~½, c--, . .._ ··," "r-> .. ....,. 10 .I .J __ i 9.0 9.0 9.0 8.0 i - ---------------- --1 SCALE 1"= 20' CONSTRUCTION NOTES ® COLD MILL EXISTING PAVEMENT TO A. DEPTH OF 2 INCHES Q) PLACE VARIABLE HEIGHT ASPH/ILT FINISH COURSE. 5+00 0 z 1-w w :r: (I) w w (/)t--- 0 0 + I.!? © REMOVE EXISTING AND CONS1RUGT TYPE "A" PCC CURB AND GUTTER PER CNB SID-182-L © REMOVE EXISTING AND CONSTRUCT 4-INCH TiilCK PCC SIDEWALK. ©REMOVE PAVEMENT AND CONSTRUCT ALLEY APPROACH PER DETAIL ON SHEET 21. 0 !NSTALL 3/8-INCH PREMOLDED JOINT FILLER. @) REMOVE EXISTING AND CONSTRUCT 6-iNCH "!HICK AC 1EMPORARY ALLEY, ® PROTECT IN PLACE. @RE~OVE EXISTING AND fONSTRUCT 4-INCH llilCK ASPHALT PAVEMENT OVER 6-INCH Tii,~K AGGREGA 1E BAS~. @ REMOVE EXISTING AND CONSTRUCT 6-INCfl THICK PCC ALLEY PAVEMENT. ® REMOvi:;_ EXISTING AND CONSTRUCT DRIVEWAY APPROACH PER CNB STD-164-L X=4, 6 THICK V11TH 4-INCH C.i\.B, -----:·····- ----------+ ------·----- ! BCR "' Ll 4+00 "' ,-.. 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SECTION STA 2 +50 NOT TO SCALE C-3721 RE\>1El'IED . ,....T2 J..J, ~..L.1 • NEWPORT SHOR1::S DRVE ·o Q) 0 C I \V~.JG/1,½. -----+.---1---;p;;;;RIN~CIPAL CIVIL ENGINEER NEWPORT SHORES ~" R.C.E. NO. 43003 •. DATE 11-1b-a:r PAVEMENT REHABILITATION °~ l---l---!----------------1-l--t,; .... :.;;;;;;;;;;;;;;;;;;;,:;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;ji---,;_;:.,;_;_;::,;.:.;.::,;.;:.,;_,;_,;::;;..;;:..;;;;.;;.:;;,.;.;..;;.;_;_;:.;..:,,__-I! (/1 APP'D. DESIGNED SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S ~~ MS DA~2 FEB 2005 PUBLIC WORKS DEPARTMENT SHEET 17 Of 22 I:::' DATE BY DESCRIPTION REVISIONS CHECKED • 2 (" ~::) £ .,, ...., ...... ~ e, "" "'> !"' T <:fl & ;c: V V CONSTRUCTION NOTES ® COLD MILL EXIS11NG PAVEMENT TO A DEPTH OF 2 INCHES Q) PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. 4+00 G)REMOVE EXISTING AND CONSTRUCT TYPE "A• PCC CURB AND GUTTER, VARIABLE CURB FACE PER CNS SID-182-L © REMOVE EXISTING AND CONSTRUCT 4-iNCH iHICK PCC SIDEWALK. ®REMOVE PAVEMENT AND CONSTRUCT ALLEY .~PPROACH PER DETAIL ON SHEET 21. 0 INSTALL 3/6-iNCH PREMOLDED JOINT FILLER. @ REMOVE EXISTING AND CONSTRUCT 6-INCH THICK AC TEMPORARY ALLEY. @ PROTECT IN PLACE. @REMOVE EXISTING AND CONSTRUCT PCC CURB ACCESS RAMP CASE K, PER CNB SID-181-l-8. @ SAWCUT AND REMOVE PORTIONS OF EXISTING PCC SPANDREL/GUTTER AND CONSTRUCT NEW 6-INCH THICK PCC SPANDREL/GUTTER TO JOIN EXISTING INLET APPROACH. @cor,sTRUCT 4-INCH TH!CK PGC SIDEWALK 111TH THICKENED EDGE AS SHOWN ON SHEET 21. @) coNSWUCT TYPE 8 CURB. + - 3+00 2+00 1+00 SUNSET STREET NOTE: SEE SHEET NO. 22 FOR STORM DRAIN IMPROVEMENTS S'LY P/L No. 43003 Exp. 03-31-06 "' .... ~ CJVI\.. o<&~ 0FCA1,~ 8.0 ----G; ' ·v ,-· -·-···-..,..;;-- 00 c-c:, 0+00 Ci \j SCALE 1"= 20' N'LY P/L ,:.• SUNSET STREET SECTION STA 0+50 NOT TO SCALE RE\.1 E\\'ED ' -·~ ,-KJ.d ~ SUNSET STREET ~: l--+---l-----------l---il-oopR""'INC"°1P'tf-ALN\C1V1L ENGINEER NEWPORT SHORES Ii DATE R.C.11~1b 4~°J.r: PAVEMENT REHAs1L1rAr1ON 1~ ~--1----1-----------l-----l,:::.:.::;.;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;;;;;;;;;;+-::..::..:.::.=:.::.:.:.:...:.:=.:.:.:::::::.:.~.::.:..;.;~~I "' iAPP'D. DESIGNED SL DRA\\l'l MGRACIA CITY OF NEWPORT BEACH R-5875-S ~ ,__-~-~----RE_VI_SI-ON_S _______ __L_-f.c=H=ECK=.E=o----'RS=+--D~Aw~9-A..CCUG~20=05, PUBLIC WORKS DEPARTMENT SHEET 18 Of 22 I~ DATE BY DESCRIPTION CONSTRUCTION NOTES 0 COLD MILL EXISTING PAVEMENT TO A DEPTH OF 2 INCHES @ PLACE VARIABLE HEIGHT ASPHALT FINISH COURSE. 0 REMOVE EXISTING AND CONSTRUCT T'IPE •A' PCC CURB AND GUTTER PER CNB SID-182-L @REMOVE EXISTING AND CONSTRUCT 4-INCH THICK ASPHALT PAVEMENT OVER 6-INCH THICK AGGREGA1E BASE. 11.0 11.0 0 z i .......... ··-·1-- ----' ·-······-· . • -_, -1 .. -L ...... -......... , ... -, .. -·· -·--·+···-···--·· . ·-·---l .. , .. I i .. __ ;_ __ - 10.0 l-----+----+---------'----4-----l------l-----l-----1 _, .•• ui· + ..,. 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' ' .... ···-. ·---·-···· ·····-····-"" -·-·-- S -0.20% 17+00 18+00 0 ;;-I '· 9.0 . .. •• ---1 ••• -· ------·-------·--~ ·--· --·- D $-\ _ _,,_ --+-,..----1-----r r:;fd V\JALNUT STREET 0 S/O PROSPECT STREET ' u O---+---+----------------+--... -VVALNUT STREET PRINCIPAL c1,1L ENGINEER NEWPORT SHORES R.C£ NO. 43003 i:o CL . DATE JJ-/6-0!/ PAVEl\i1ENT REHABILITATION 1--..J--+-------------l---i-;.;.;,;.:.,;;;;;;.;:;;;;;;;;;,;;;;;;;;;;:;;;;;;;;;;;;;;;;;;;;!.. __ :..;..:.:,=.:;.:.:,::.:.;:.:,_,:..:::.:.,,:,:_;:::.:,:;,:.:.:.,:..:.;~:.:,_--!l,n ._0_'-_1E.....1-_8Y__,_ ____ o_E_sc_Ri_P11_0N _____ .1.. I' A_PP_'0_· 1-D-Es_ic_NE_D _=sL+D-RA_w_N_:::Mo::.GRo:.:AC~IA CITY OF NEWPORT BEACH l-'R_.:_;-5::..8::..7.;_::;5_-S~:~~ CHECKED DATE PUBLIC \I\IORKS DEPARTMENT SHEET 19 or 22 : RS 24 JUN 2005 REV1S10NS \J 9.0 8.0 9.0 8.0 9.0 8.0 ! 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DEPTH OF 2 INCHES Q) PLACE W.RiABl.E HEIGHT ASPHALT FINISH COURSE. 61ST WLY P/L I --- I - : ' ' STREET 11.5' 11.5' w w U) ' 0 REMOVE EXISTING AND CONSlRUCT TYPE "A" PCC CURB AND GUTTER PER CNB SID-182-L ® REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER PER CNB SID-185-L. I I / @ REMOVE EXISTING AND CONSTRUCT PCC CROSS GUTTER SPANDREL PER CNB STD-185-L AND DO½EL INTO EXISTING PCC CROSS GUTTER SPANDREL PER CNB S10-108-L. @REMOVE EXISTING AND CONSTRUCT 4-INCH THICK ASPHALT PAVEMENT OVER 6-iNCH 1HICK AGGREGATE BASE. @REMOVE EXISTING AND CONSTIWCT PCC CURB ACCESS RAMP CASE K, PER CNB SID-181-L-B. @ TRIM EXISTING IBEE ROOTS TO FACIUTA 1E CONSTRUCllON. * 1RANSl110N FROM 24" GUTTER TO 18"-\\1DE GUTTER IS 20 FEET. AS SHOWN ON PLAN (4)11 ~· 61ST STREET SECTION STA 8+ 75 NOT TO SCALE SCALE E'LYP /L !" i..L ' I'; l'.s' . C-3721 it .---.---,----------------,--.,.,==,,,.--------.-----------------------,a.>· REV!El\£0 1-----+---+-----------·-----·-·-f-----t--~{\/l~:!iefl~ 61 ST. STREET NEWPORT SHORES .c i/J R.C.E. NO. 43003 1-----l----+----------1------1..:;,;DA.;;;.TE ;;;;.;;;;;.:/L:_;:;;;;;~~/fl;;;;;;~t?.;;;;;t5;;;;;J ;;;;;;;;;;;;;;;.1.............;P:..:.A.:.;V:.:E:..:.:.M.:.::E:.:..;N..:..T.:.;R:=E.:.,;.HA;..,;;B:.;l.:;.:Ll:.:.;TA:..;.T.:.,;.IO.::.:.:.N---11& SC DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S e: -----------ll(f.\ SHEET 20 Of 22 ;:' DA1E 8Y ' I DESCRIPTION REViSIONS APP'D. DESIGNED CHECKED DATE MS 08 APR 2005 PUBLIC WORKS DEPARTMENT T~- t r..._,n o< ·1 I ., ii I 3/8" ur~, ___ ) 3/8" LIP DETAIL NOT TO SCALE --··- I. ·· • ·• I . .. . :i f \_E~1s11r;~ ;c PA;~MENT 1 : COLD MILL DETAIL AT GUTTER NOT TO SCALE • .,. . THICKENED EDGE OF SIDEWALK N.T.S. SECTION A-A tHS •====LC & G (TB) ---< ·- I A ~ [§ I C ' :;::i t?-:J ~ t::@J :_ s·_1_ 50 rp 100' ; ! - lo W37-3 I W06-2-15 A W37-3 ol WOG-2-15 @c, = ~ 2) ~ ,--(3p"] I -' -'---PAINT RE I -~ PAVEMEN _L_PAINT 12" REFLEC _l WHl1E STRIPES @ ,o =i FLECTIVE WHI11E T STENCIL TYPICAL TIVE 6' o.c. ROAD BUMP DETAILS NTS SEE PLAN SAWCUT & JOIN EXIST. i'= t:3 '-i I , o. VARIABLE CURB FACE Q ;lie > 0 -", 0• ! ~"' 0 ... :-c ,,-.__ &~ . C,"' ~ B:l ~@ 0 & 12:1 SLOPE = "'~"' "' ~"'4? ... ----~ MAX "' '· 0 " "-CURB ·-----CONCRETE PAVEMENT----··-- CURB ACCESS RAMP DETAIL A NOT TO SCALE cc "' :::, '-' -----··CONCRETE PAVEMENT----·--··-- CURB ACCESS RAMP DETAIL B NOT TO SCALE 1. PLACEMENT OF ASPHALT TO BE IN ACCORDANCE ~~TH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2001 EDITION INCLUDING SUPPLEMENTS 2. ASPHALT TO BE INSTALLED IN 2-LIFTS. 1" MIN AT HIGHEST POINT. USE TYPE HI-D-AR4000 ASPHALT CONCRETE :J. ROAD BUMP TO BE BUil T TO A MINIMUM HEIGHT OF 2 1/2" TO A MAXIMUM HEIGHT OF 3' AT THE CEN1£R SHAPE SHALL FOLLOW CIRCULAR ARC. ci !-w ,.: ;:: 0 >-' ff) x w :z I 0 ~ ~ I-::, 0 ;;: "' '" t;; ~ z 0 ~ 1" CLEARANCE BETWEEN ~ It AND BACK OF CURB ~- ~ ru \ u "' I ~ i3 \ "' L CURB 12" ---ASPHALT PAVEMENT---- ALLEY APPROACH DETAIL NOT TO SCALE SEE PLAN SAWCUT & ,IO!N EXIST. l FOR SIDEWALK "mm i I I ,;,Y, II ,1/4" GROOVES 11· -z>'¾.f" @ 3/4" o.c._ . <"'~$P L/, 5" CURB ---CONCRETE PAVEMENT--------- ct I mn,_c_H_WI_· D_TH_. _ _,,/A7NISHED SUF/FAC[ 7 i - CURB ACCESS RAMP DETAIL C NOT TO SCALE TRENCH SHE~l/NG OR _ _/ SHORING IF USED 6" MIN. 3/4 CRUSHED GRAVEL \ 0.4 O.D. '----~ UND!SIURBED SOIL, T'tPICAL I. ffi[NCH W/DlH SI/AU 8[ 0.0. + 12' MINIMUM, OR 0.0. + 20• MAXIMUM, INCLUO!NG THICKNESS OF TRENCH SHORING OR SHEETING. 2. WEIi THE MAXIMUM TRENCH W/DTH IS EXCEEDED, THE COI/STRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, ORA WINGS wm1 SUBSTANTIA TiNG ENGINEERING CALCULATIONS FOR THOSE MODIRCAIIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN !N-PL4CE FACTOR OF SAFETY EQUIVALENT TC THAT PROVIDED IN THE CONTRACT. 3. BEDDING SHALL BE PER STANDA,~D SPECIF/CATIONS SECTION J06-1.2.1, EXCEPT THAT: (4.) CLASS 100-E-700 SLUFIRY MAY BE SUBSl/TUTED FOR SHAPED BEDDiNG AT lHE CONTRACTOR'S OPTION AND SDLE EXPENSE. (B.) HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELA llVE COMPACTi0/1 MINIMUM FOR PVC: RPM, HDP[, AND ALL OTHER fl.EXIBLE PIPE /NSTALLA T/0//S. 'MIEREUPDN THE REMAINDER or BEDDING (ABOVE SPRINGUNE} MAY BE COMPACTED CONCURRENTL r 141TH THE BACKFILL. STORM DRAIN PIPE BEDDING DETAIL NOT TO SCALE C-3721 'l'))'i'ESS!o REF: TRACT 772 --· n c,,,,.,,,,.,,,,...,...,,====--===~====--~==~====-="'11'!==-------,.---------------------, '¾_'t " • -~ECOMMENDED APPROVAL RECOMMENDED APPROVAL RECOMMEN.D;lJ .. • -' APPROVED tfi '<I"' • ---.:-w~J &&h-.. O< ;;t "" , .. ,--PRINCIPAL CIV:L ENGINEER DETAIL SHEET No. 43003 -xp. ()3-31- ClVl\. OF cpJ.,\<i GENERAL SERVICES DIRECTOR _,.,..~ R.C.E. NO, 43003 u L IRECTOR TRANSP I, DEV SERV:CES MANAGrn '/ .r NE\'1/PORT SHORES PAVEMENT REHABILITATION __.---R:CJ:. NO. R.C.E. NO. 22045 ~D;,;.A;;;TE;_;;;;;;;;;:;;;;;;-;;;;/~~i;;-,;;0;;_;;;;;;;,;;;;;;;➔-------------ir ..... -...., ........ ~. DATE ___ .-.---~-~~------_10ATE ______ _::fii>AJE_~-----1°ESIGMED SL DRAWN MGRACIA CITY OF NEWPORT BEACH R-5875-S -------. .______ PUBLIC VVORKS DEPARTMENT SHEET 21 OF 22 CHECKED DA TE RS 17 AUG 2005 r~ i V) """' __, (r~ l ,., ... I i i t··· ··············· ·+···-·· •••·••• ••••••• ········-· ············,···-·················-•••••••••••••••• •• •• -·-········· ··-··-••• •••• -······ ••• ••• ··--·-·····-······· ----+'------+---·----j-------'------r------'----'1--------l -~-i i i -----,---------1,() ---·--·i l-------~-·-+·1_· _·_··_···· __ ··_·-+"'~ii--._·· _·· --\>·','f',;;ccY+-----;...' --··-----;---·-··_· __ i ___ ··_· ----,'-·_· ---~a=•f-··_·-j-··· ·_· ·_· _··_· _· _· ·-·-j· 8.Q t------+: ----~IQ:+---,,~¢~S~/--t--------+'-----+---------"-----+----"°-+--t------l 1 i:_r_... f.... i .. ,. ......... : f--: __ .. :::::.:-.«:-.. --.. ·-·r--............ -···· .. -·· ..... -··-.. I ! ----,_ -------~-----~ I --, -.... 7 0 ,,., . ,, ' PROFILE VERT. HOR. SCALE 1" -1' 1" = 20' •••••••••••••• ·---· CONSTRUCT; 143 LF 15-INCH PVC C-900 STORM !DRAIN··-·-··-· -········· ·-· ···- ·-"' --'""" l "'' "I . ".. . -.. -' ! SCALE 1"= 20' ci "' U) ,-... ITT :Z +o ~ w -ro 12+00 CEDAR CONSTRUCTION NOTES (11) PROTECT IN PLACE, ~ @REMOVE EXISTING AND CONSTRUCT NEW SiDE INLET TYPE OL-A PER CNB STD-305-L, L=12', @ REMOVE EXISTING AND CONSTRUCT JUNCTION STRUCTURE NO. 1 PER CNB STD-310-L. @ INSTALL 15-INCH PVC C-900 ¼1TH CONCRETE ENCASEMENT PER P!PE BEDDING DETAIL ON SHEET 21 AND TRENCH RESURFACING PER CNB STD-105-L-B. @REMOVE EXISTING AND CONSTRUCT NEW SIDE INLET TYPE OL-A PER CNB SID-305-l; L=7' @ REMOVE EXISTING WATER MAIN AND CONSTRUCT INVERTED SIPHON PER CNS STD-528-L. DELETE 10' MINIMUM TRANSITION ADJACENT TO EXISTING VALVE. REMOVE AND REPLACE 11-IRUST BLOCK TO ENGINEER'S SATISFACTION AFTER SIPHON INSTALLAllON. ® CONSTRUCT PIPE COllAR PER CNB STD-313-L 13+00 STREET i l i 7.0 : -··--··---·------. -----·--------·--------·------· ' ' ----~------~------,--·------+-----+--------,.--·····-·-·····r······ ..... .. ..... ····· .. . .... ,. L ....... ... .. ...... • ' i ' : ' t----.--... -.. +-! -.-.. -.. -..... -.. -... -.. ~-.. -..... -. -. -.. -.. -..... -_--+,-... -... -. -.-....... -... -.. -... ---1-... -... -... -.. -... -... -... -.. -+--.. -... -.. -. -.. -. -... -_-: ...... -... -.-... -... -~----+------+:------l 9.0 i i I I .. ---·-··-·---·-·----------------------·-············i ------------------------...... --.. ···-· ... ···•·· -······-···---........ , .. , .. _,_ ___ _ .......... •· ... L 4+00 SUNSET NOTES: 3+00 -I 1--<Cw zw <(~ (.) (/) ··m .-. ······" "" ··-· --·------·,ij------------------· -·~---·-__ [ __ _ ,, N 2+00 1. FOR STREET IMPROVEMENTS, SHEET 14 FOR CEDAR STREET AND SHEET 18 FOR SUNSET STREET. 2. TOP OF UTILITY STRUCTURE ELEVATION IS APPROXIMATE ONLY. R,C,E. NO. 43003 DATE J!-}"-05 n IA .,~) tI 1 I'¼ I\ ~·.' .. Ll C-3721 : ' • ju STORM DRAIN IMPROVEMENTS I ,~ NEWPORT SHORES f PAVEMENT REHABILITATION ~; DESCRIPTION APP'D, DESIGNED SL DRA'ffll MGRACIA CITY OF NEWPORT BEACH R-5875-S , bi --~-~------------~---------+----............ DATE BY REVISIONS CHECKED DATE PUBLIC 'WORKS DEPARTMENT SHEET 22 OF 22 ) RS 29 AUG 2005