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HomeMy WebLinkAboutR_5764_S::c: !§ ~ ,-; G: "' ADAllS AVE. J ID 2 ~ ~~ (!) 2 0 0 z ~fil ;; z !j > w ~ ~ cc " -" 0 w f,-0 "-D cc " 20 0 D :::, g w (I u " CITY OF COSTA MESA ~ ci "' "' BAKER O:WlG co~ COl1£G~ ["! 0 "' "" < :,:: t ® ti-CITY OF IRVINE GENERAL NOTES 1. AU. \','ORI< DETAILED ON lHES:: PLANS TO E~ FERFO~?.(ED UNDi::R CONTRACT SHALl, EXCEPT AS OlHER\',iSE STA TED IN THE CllY'S STANDARD SPECIAL PROVISIONS. OR !ti lHIS COilTRACTS SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE \',llH lHE "STAIIDARD SPECIFICATIONS FOR PUBLIC \','Oill(S COilSTRUCTIOll," 1997 EDlllON. AND SUPPLEMENTS TO DATE. 2. EXISTING UNDERGROUND UTILITIES ARE SH0\'.71 AS PER AVAILAE1£ \ '3 :c 0 0 I 2 '.l ~CT0:11A ____ ST. \--=:::~:J~=~~ §; @~~ ;~ ~1L~ RECORDS. lHE CO:-ITRACTOR SHALL BE RESPOllS!BLE FOR 1/:::;~~~~~~~_,-,,,~~---~~~-+------------------------------------------------~ ~__;~,\~ _ ~--------------------------------+----_-1/ERIEYINGJHLICTUALlOCATIO:I_Jl1'!D-ELEVATIO?U1LiH1r. _______________ -!--------, ,( FIELD PRIO" TO Bi::GlNNltJG co:JSTRUCTIC:J. _:J1 ffi'i-lj Z\J\ (!) --3 z-\--- 5-. <( \' 0: -0 " I co '<l"" (!) "' \.!. \JI Cl) I \J "- ~ 2 " 0 .. ~ <( u ui " !t . 2 0 !j cc D "-" D u D ~ D I 2 :5 "- " < 0 ' D ffi D , 0 z > w " w D " @ " I I I C c 0 " f 3 - 0 ~ ~ u . ,> ,, -''·.C77~ '1,;~-1-~ -~~-:..'i,~-------~ OCl ~,i, VICINITY MAP SCALE: 1 • = 4':00' SYMBOL LEGEND -0-PO'..c:R POLE @SS'..'.H SAWTARY SE\'.ill l.1ANHOLE 't5' FIRE HYD:lAIJT ~ u -----\':ATER l.'.ETER EOX l! SER\ICE -3. ALL EXPOSED CONCRETE SURFACES SHALL co:,,ORI.I IN GRADE, COLOR, U.C.I. Dl?.IENS!ON, AIJD FINISH TO ADJO:NING t(PROVc:?.:ENTS. \ r.o. ---!--PROJECT LOCATION ABBREVIATIONS AC ASPHAJ.. T co:JCRETE DIP DUCTILE IROll PIFC: VCP \1TRiFIED CLAY PIPE Rl'N RES:LIENT l':i::DGE VALVc. 4. SEE T-5848-S FOR TRAFFIC STRIPI1JG PLANS. 5. lHE CONTRACTOR l.tAY REQUEST A SHUT DQ\',;J Of IRRIGATION SYSTE!JS IN THE LANDSCAPED l.1EDIANS AND lHE PARI( AREA BY co:ffACTING "1TI\"'ff-l"'f8) "IT" "1f /:""""l ~-3J-l-,A ~ :"i1=)"" ~ "1p;\'TP. "T8) ~ ~ 9Pi\ ;{J::i-P.~"l9Pf-'------------------<-----RANDY l(EAR1'!_S_AT_{949) _6~4-3082,_48 HOURS Ill ADVANCE_O,_lHE NEED J.f;-0-iD> ll,-1 J1L-vv-0~~ S>-JUI i1"""i,1L FiK lL lVJl-lC, l ~ -J..l ~~,IJ~E~~~s 1n'~~c~Bgb~ciiA~c£fili¥~ffrr;l ~l9ikE~&ECWfi~3 lT ~=3J3JJ~ CALTRANS FEDERAL PROJECT STPL 5151 (013) coarnACTOR tJAY USE THE SAN t.'.lGUa PAR:{ PAR:{li~G LOT FC~ STC:?AGE OF EQUIPl!.ENT. CONSTRUCTION NOTES: (D REMOVE P.C.C. SIDEWALK AND CONSTRUCT SIDEWALK V~DTH SHOWN PER CNB STD-180-L. @ REMOVE P.C.C. CURB AND GUTTER AND CONSTRUCT 8" TYPE "A" P.C.C. CURB AND GUTTER PER CNB Sl0-182-L. (» REMOVE AND REPLACE EXISTING STRUCTURAL SECTION PER DETAIL A, SHEET 2. © VARIABLE DEPTH COLDMILL OF EXISTING A.C. PAVEMENT PER DETAILS B-E, SHEET NO. 2. '+-V\ r---::_ -------'-----+----!=J-':•:L-GAS-t.'.ETER-------------------------------------------------------,.---~-/~ ,~?JI -------0-VAJ..Vc. APPROVED: ----"~~~.le~::'...:::.::~:...:._ ________ _ FIE FILA!!GED END I.IJ l.!ECHAt!ICAL JO:tH CLEAN AND SEAL ALL CRACKS GREATER THAN 1/4 INCH. @ ADJUS,CITY7JTIOTIES (eg. WATER VALVEs;-s-sco;-soRv·~EY~M~ONUMEITT5;---sE\','ERPNC,STORM7JRAIN MANHOI:ES FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. I lrl \ I Q:: ffi(i ID ~'-- ::J j 21).. (!) ' z~ ~ ~ §~ (I w ID :'?: ::J - -.Q ~ CJL I--j ui ~ ~ ~ fr i ~ -~ . . . ' ' tJTS l{OT TO SCALE po·;.m POLE A!JCHO;l DIRECTOR OF PUBLIC WORl(S R.C.E. N0.16791 RT m:m TIGHT @ PLACE 0.15' THICK ARHM OVERLAY OVER ENTIRE ROADWAY SURFACE PER RECOMMENDATION OF MATERIALS REPORT. (J) REMOVE UPLIFTED/SHIFTED P.C.C. MOW STRIP AND CONSTRUCT P.C.C. MO\'/ STRIP TO MATCH/JOIN EXISTING. D, l.!O:!U'..'.8lT -x-x-x-ffilCE ELOC;(\'/ALL 0 TREE CJO SHRUEBERY _,,,.,,,.,,, = ASPHALT PAVEl!.ENT ; ; ; ; ; ; : : '.t: t'. BRICl(\'/ALI< 1·:-_. •.• . :1 CONCRETE ~uttVLLj BUILDING _ _ _ _ EXISTING CONSTRUCTION - ---PROPERTY LINE ----NE\'/ CONSTRUCTION ---t.---CENTERLINE ---....S----SE\',c:R LINE -----\'/-----\'/ATER LINE ---G---GAS LINE -E--PO\',cR LINE -TB.. -TELEPHONE LINE -CATV-CABLEVISION LINE -SP--SPRINl<LER SYSTEl.t n: STREET LIGHT --u-SIGN I=-:::j GARAGE OP8<1NG L _J \',1NDO\'/ * SPRINKLER SllL STEEL ABAtm ABPJ~DOi:ED l?l!T mo:J FIPC: At!D TAG l.~O~l t!mw~.:a,r CATV CABLE TV D\'IY DRIVc:\'/AY co CLEAIJOUT (SE\'.i:R) ARV AIR RELIEF VAL Ve: B/APPR BACI< Of ALLEY APPROACH EV ELECTRICAL VAL Ve: SI'/ S!DD'/ALI( \'t\·,r \',aIJED \',:RE FABRIC EMERGENCY TELEPHONE NUMBERS ~ ~ DAY NIGHT !v'~) SOUlHERN CALIFORNIA GAS CO~IPANY {800) 624-8153 (800) 624-8153 SOUlHERN CALIFORNIA EDISON COMPANY {800) 611-1911 (800) 611-1911 PACIFIC TELEPHONE COMPANY {714) 666-5718 CITY OF NEV,l'ORT BEACH {UTILITIES DIVISION) {949) 644-3011 (949) 644-3717 CALL TOLL FREE ORANGE COUNTY SANITATION DISTRICT {714) 962-2411 1-800-422-4133 COX COMMUNICATIONS { 949) 546-2000 (949) 546-2000 BEFORE YOU DIG UNDERGROUND SERVICE ALERT (800) 422-4133 {800) 422-4133 sn l31 APPROVc:D: -"'(J..._)"",1 ... ·_at'-""c .... fW""'. :,,:..,,,,EN_,_,,,~No. 24967 ·····-· ~·~ ~-.. . . ._ ··········~-.. -:._ .:..-:.-... ::-;__ __ . ____ ·-.. u r MIGUEL !NDE)( MAP SCALE: 1" = 400' FLANS F~Ei'ARED BY: APPROVAL RECOMMENDED ~m VAN D3J. AlsD ASSOOA TES, INC. aw. OGN!:':ERS = '-""' """'"" 1700\ CAATV.RlCHT ROAD (~9) 474-1~ IRVlN.E CA 927t4 l-PN •. 1 •. t ..• GENERAL SERVICES DIRECTOR UMJER TI-C: SU?cRVIS:ON OF: rrt.L-tl(µ 4/2-4/ol MOHAMMAD R. HEIAT R.C.E 45776 DATE DATE 4-2..4-0\ -. - DA TE: .......:.41-'/ 2=-44~.;:..0.,_( __ ' ; @ CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER. @ INSTALL ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., MODEL NO. LB 18-2, OR EQUAL, ADJACENT TO NE\'/ P.C.C. IMPROVEMENTS. @) REMOVE P.C.C. MEDIAN CURB AND GUTTER AND CONSTRUCT P.C.C. MEDIAN CURB AND GUTTER PER DETAIL "F", SHEET N0.2. @ REMOVE EXISTING MEDIAN NOSE AND CONSTRUCT P.C.C. MEDIAN NOSE PER DETAIL "G". SHEET N0.2. @ REMOVE EXISTING COLORED STAMPED CONCRETE IN MEDIAN AND REGRADE FOR FUTURE LANDSCAPING BY OTHERS. @ SEAL EXISTING GAP BETWEEN CURB AND SIDEVIA_LK WITH ELASTOMERIC JOINT SEALANT PER ASTM STANDARD SPECIFICATION C 920, TYPE M, GRADE P, CLASS· 25, USE T. DEPTH OF SEALANT TO BE 1/2 V~DTH OF GAP, TO BE CONTROLLED BY USE OF JOINT FILLER OR BACKER-ROD. SEALANT TO BE INSTALLED PER ASTM STANDARD GUIDE C 962 AND FOLLOWING THE RECOMMENDATIONS OF THE MANUFACTURER. @ REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL H, SHEET NO. 2. @ REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER CNB Sl0-181-L-A (MOD.) AND Sl0-181-L-B (MOD.), CASE "E". -... SHEET INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 DETAILS AND TYPICAL CROSS-SECTIONS 3 ROADWAY PLAN STA 0+00.00 TO STA. 25+00.00 4 ROADWAY PLAN STA 25+00.00 TO STA. 48+00.00 5 ROADWAY PLAN STA 48+00.00 TO STA. 78+24.13 APPROVAL RECOMMENDED DATE REVIEWED 8Y 1-------+----+-------t-----lJ<d~~ Su~ ~ ,1 n ' (J_ 11 ( SPECIAL 'PROJECTS ENGINEER ( ~1'✓--C-b:, ... ~----J3i)ia,,.J/J16/,u."'"rfr½ R.C.E. NO. 43003 UTILITIES SERVICES MANAGER TRANS. & DEV. SERVICES MANAGER I--+--+--------------+---< DATE 4 -'J.4-o t BETWEEN FORD ROAD M-:D SAN JOAQU::l Kl.LS ROAD R.C.E. NO. 25333 R.C.E. NO. 22045 DATE BY DESCRIPTION APP'D. i..;::;~,,-;:=::~~:;::::==..!----:....:._.:::.....:.:....::_ ..... :.._....,....,_;.:.._ __ _:,:..:..:-1 1--~-~---------~-~o=ESJ=GN~E~""RR=A=GAc.+D~R=Av_,N--'-"AG=A--1 CITY OF NEWPORT BEACH R-5764-S CHEa<ED DA TE 1 OF 5 FHC 18 APR 2001 PUBLIC \'/ORl<S DEPARTI.1ENT SHEET - APPROVAL RECOMMENDED ' SAN M~GQJ[El [D)PJ~V[E PA VIEMIENT AIEHAl8!LiT A T!Oi~ DATE Af,il 24, zoor RE"1SIONS \ ----------,-~----------------------------------------------------------------------------------------------------------------------------ZL,::_\\!"PU.itB,_t,Ll_l.-lCc_\\t:JPR:<1.0J_,J_J1:,1EC,,_t_:,TS\3Al 0100\San Miguel\title\title.dwg 04/23/01 L {!J z ~ fJ: 0 z , 0 • ~ fii 0 ffi ~ □ rr rr 0 0 u ~ 0 g ~--~~ ~ rJ ,.J Q) a: V\ ~~ ~ ·"' ::J <r. z ,r- {!) , z ,,. ~1 §a 8:i -c:J (I]~ ~ ~1 {!J <I'-z ·- ~ r:c 0 a: w (I] ~ ::J z ~ 1 ti" \ I 4 z IT 0 ~ => 4 u uJ ~ IT " " 0 ' .~ 0 . rr . w , □ ' , z " ' 0 z ~ ~ ., rr ffi l 0 . ~ 0 , rr rr 0 @ u rr 0 J 0 I z 5 ~ ~ z rr 0 ~ => 4 u "' z rr 5 " -" 0 ' 0 -. IT ' w □ z , ' " 0 z $ ..Sl ~ > w :3 J rr 0 w ~ □ e rr rr 0 0 w 0 1 u IT 0 J 0 I z 5 ~ R/ . \'/ VARIES 100' -106' 10' VARIES 8o·I -86' VARIES 40' -46' I R /VI 1 o· 40' I CONSTRUCTION NOTES (D REMOVE P.C.C. SIDEWALK AND CONSTRUCT SIDEWALK WIDTH SHOWN PER CNB STD-180-L. ® REMOVE P.C.C. CURB AND GUTTER AND CONSlRUCT 8" TYPE "A" P.C.C. CURB AND GUTTER PER CNS STD-182-L. (J) REMOVE AND REPLACE EXISTING STRUCTURAL SECTION PER DETAIL A, SHEET 2. @ VARIABLE DEPTH COLDMILL OF EXISTING A.C. PAVEMENT PER DETAILS B-E, SHEET NO. 2. CLEAN AND SEAL ALL CRACKS GREATER THAN 1/4 INCH. @ ADJUST CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. I VARIES 32' -48' VAR. 6' -16' VARIES 32' -42' I FINISHED SURFACE 0.15' ARHM @ PLACE 0.15' THICK ARHM OVERLAY OVER ENTIRE ROADWAY SURFACE PER RECOMMENDATION OF MATERIALS REPORT. (!) REMOVE UPLIFTED/SHIFTED P.C.C. MOW STRIP AND CONSTRUCT P.C.C. MOW STRIP TO MATCH/JOIN EXISTING. 1-;·',,~:,.:,-;~:-.-.,;.:.,• •.. f·. w: . .... ,v ... • ... = ~ EXIST. A.C._ PAVEt.1ENT [;,, (TYP.) VAR. VAR. o·-s· I o·-a· f: ~ 0 -:.I • "' ,.,. •• L" 1., LANDSC , 11,PED ~~ ~ MEDIAN (TYP.) -~ ~ ~ ,0 I "" \ c? ~ -'-1 - 3 REMOVE & RECONSTRUCT '@FAILED AREAS ¥1/ 0.85' A.C. AND CAP 3 ¥1/ 0.15' ARHt.1 (SEE DETAIL A, THIS SHEET) uv~~CAl ~[E(Cu~Ol~ Su A. -u.:,iCJ:~.oni uO 77.:,~,S.O:ldJ VAR. DEPTH COLDt.11LL OF ACCUMULATED OVERLAY PLUS 0.15' OF ORIGINAL STRUCTURAL SECTION EXISTING ±0.27' (TYP.) A.C. PAVEt.1ENT 0 0 ·::,, :~;"'.·. :.,·.'·· ·1 , >-,j' "b k2 c7 c~ EXISTING c7 -=~ AGGREGATE "' (TYP.) BASE NTS PROJECT LIMIT 1.IATCH EXISTING SIDE FINISHED SURFACE EXISTING A.C. PAVEMENT .85' FULL DEP A.C. ( .,,.,,,.---EXIST. AGGREGATE / BASE o= FULL DEPTH A.C. VAR. DEPTH COLDt,11LL OF ACCUMULATED OVERLAY PLUS 0.15' OF ORIGINAL EXISTING STRUCTURAL SECTION NTS PROJECT LIMIT MATCH EXISTING CROSS @ CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER. @ INSTALL ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., MODEL NO. LB 18-2, OR EQUAL, ADJACENT TO NEW P.C.C. IMPROVEMENTS. @ REMOVE·P.C.C. MEDIAN CURB AND GUTTER AND CONSTRUCT P.C.C. MEDIAN CURB AND GUTTER PER DETAIL "F", SHEET N0.2. @ REMOVE EXISTING MEDIAN NOSE AND CONSTRUCT P.C.C. MEDIAN NOSE PER DETAIL "G", SHEET N0.2. @ REMOVE EXISTING COLORED STAMPED CONCRETE IN MEDIAN AND REGRADE FOR FUTURE LANDSCAPING BY OTHERS. @ SEAL EXISTING GAP BETWEEN CURB AND SIDEWALK WITH ELASTOMERIC JOINT SEALANT PER ASTM STANDARD SPECIFICATION C 920, TYPE M, GRADE P, CLASS 25, USE T. DEPTH OF SEALANT TO BE 1/2 V~DTH OF GAP, TO BE CONTROLLED BY USE OF JOINT FILLER OR BACKER-ROD. SEALANT TO BE INSTALLED PER ASTM STANDARD GUIDE C 962 AND FOLLOWING THE RECOMMENDATIONS OF THE MANUFACTURER. (j3) REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL H, SHEET NO. 2. @ REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-A (MOD.) AND STD-181-L-B (MOD.), CASE "E". VAR. DEPTH COLDMILL OF ACCUMULATED OVERLAY COLDMILL OF PLUS 0.15' OF ORIGINAL EXISTING ACCUMULATED OVERLAY l1f~f1Yffl:)SECTION A.C. PAVEMENT PLUS 0.15' OF ORIGINAL FULL CURB HEIGHT AND GUTTER TO BE RESTABLISHED ±0.12' I ±0 33' ±0.451 SURFACE PRO?OSED ACCW!.ULATED. AC. • } .;,.• "·. • •.. FINISHED SURFACE i , •• • / • 0.15' ARHl.1 --_ -3 8 UP 1 .--~--· •--•,.--, ' . ~ ~ ---... ---::--":.-... ', .. , .. ',_ _ _,,_---'~". . ----~ ' .. , ' .. .. ... ·' .A.. .. --..... ""----~ .... • ' ' . --.. ... . ,. ··, ........ -',\,: ...... , .. ~ , "-:::: --.---~ , . ·.• '-. ·-. "·-, • ..... ..... ...... . ... ,. . ±0.27' (TYP.) { A.C. PAVEMENT PROPOSED i SURFACE _ --STR-EE-T GRADE.\ 0,15'-tA~:~l----~~---:.-::--~:--:.:-•,~--,_-, :~~'b-==~~~~:s5s:s-=·-~-5~-i'-i-~-~-~~~;, ~---... --' ' ' ... -,,. ,. ... ... -____ "" __ ..., ' ... .. .. ,.,,,,_ .... ' ..... ...... ' ' _ -STREET GRADE\ T~~~-::1_-- PROPOSED l { SURFACE l1f~f1Yffl:)SECTION FINISHED SURFACE ±0.12' 1 ±0.33' ±0.45' • 0.15' ARHM EXISTING ACCUMULATED. A.C. I • I --------~---:.· ._..-~,---:.:·•.::_--,,· ' A.C. PAVEMENT~ 1 .\. ...... --~-· ,·· ...... -....... -t~ ', ·-... ' ' ' ' ,. ' ' E --~ .... ---' ' ' ' ....... --""--, .. ,. , ....... _ ... , .'... ...... .., .. ...._ "-.. SURFAC _L _ ......... -, ....... ,-.. ,---::. , ', ', , , ' EXISTING t.1EOIAN CURB AND GUTTER JJ-I ~ -•.:,, -. "•; •. -..... •, .. _ ·-.. -..__ ... _ • • " - •• ~~ ·-" ·~·. : . I I I -I SA\"CUT -~i--i-i· i. ~i'~'~'~i'~'~'~-~-~-~,~-~~~ . -' . '', ·, ', • ',. ', ·', ,_ ' ' --..... , ,.. '· .. PAVEMENT SURFACE ~ OF CROSS STREET I , .......... ', · .. ,_ ·.·. ',,··· ''..,,~ "', .. ',. ....... ... ... _· .,-._,_ ' ,. .. ---,-~ ' ', .. .. .. .. '\-... ... . ..... ' ·,, . . -._ ... ~ ', .. .. .. ,. .. ,.,,. ........ ', ',-.. .... ...... ,,,_ ""., '\,. \ ... • \ II •, , ,. ,.._ : ~ .. .._ . ~......... ..,. ..... \. 'I. .. .. ,_. ~ .. -·:', .. ·.-....i ... -'' -~ I • ·". ... , • C::> 0 • • 0.18' (TYP.) EXIST. A.C, TO REt.lAIN OVc:R EXIST. BASE EXISTING AGGREGATE BASE PAVEl!.ENT SURFACE 0~ CROSS-GUTTER OF SIDE STREET 0.15' 0.15 Tb 0.15' ARHt.l O 18, (TYP) PROPOSED • • FINISHED SURFACE EXIST. A.C. TO REt.1AIN OVER EXIST. BASE ~ • [F CONSTRUCT P.C.C. CURB AND GUTTER TO MATCH EXISTING (6" TYPE •c• PER CNS STD-183-L) EXISTING AGGREGATE BASE SA¥/CUT AND PATCHBACK A,C. PAVEMENT (1' MIN.) [D[Eu A~l N TS EXISTING AGGREGATE BASE REMOVE DAMAGED MEDIAN NOSE AND JOIN EXISTING MEDIAN CURB AND GUTTER ·--···--··-··•-· .. ----~ ... .__ ... _________ _ ·-···--··---·------. ... .__ ... __ _ EXISTING STAMPED COLORED CONCRETE EXISTING TRAFFIC SIGN POST. NTS [D SAWCUT AND PATCHBACK A.C. PAVEMENT (1' MIN.) R = 1.5' EXISTING AGGREGATE BASE 8' OR 10' / NTS VARIABLE HEIGHT RETAINING CURB (O" TO 8") GROOVING (TYP.) EXIST . SIDEWALK (TYP.) VARIABLE HEIGHT RETAINING CURB (O" TO 8") GROOVING (TYP.) 1' EXIST. q SIDEWALK (TYP.) NTS P.C.C. CURB, GUTTER, AND MEDIAN NOSE TO BE CAST MONOLITHIC R = 25' OR 35' NTS "'~ 776 g /31/02 * "' AT IFO:RD ROAD, EASTGA TE D:RjVE, VACJ--JT COQUETTE, GAWJOOD DxlV[:, SAN JOAQU:..'\l K:LLS IFliO., l?AC:F(C V[E'I..PJ DxiV!: SEE CNB STD-181-L-A (MOD.) AND STD-181-L-B (MOD.) FOR ADDITIONAL CURB ACCESS RAMP DETAILS AND NOTES PLANS Pim'ARID BY: RcVISiONS REv1EWED BY !-~-~--,,--VAN--Da.t._AlsO_ow._EN_ON_~_O_CA_TES_, -w-•c.-.J-N:-;:0~.,.:;D-;-A-:;:T-;:::E,--;B:;-:Y-;-,------------,,A;-;:P:;;:P:;;:R;;::0-;;-V;;:E:;:jD ?irk j, 9th, \V/ "''"''""' ""' "'"""" SPECL'J. MJECTS ENGINEER R.C.E. NO. 43003 ~8:: c:~: ROAD (949) 474--1400 (J. /'14 .(') J DATE Q -./. -V AT I? Ar-t:{ l:!.\'.i1'iFJA~CE AKO ~IT NTS C-3374 D:ET ArLS Al\'.D TYF,CAL CROSS SECTIO:\l SAN M~GUlEl IDR~VlE FROM FORD RD. TO SAN JOAQI.Dl KlLS RD. ' ~ / sU?m~,••oN"J/'F: DESIGNED BY, DRAWN BY: CITY OF NEWPORT BEACH R-5764-S '// V~ • /4t-/l-f/Z'f/D/ 1--+---+--l-------------+-----11,,c'"HE""cKca~"°'R"':Y,,-, -tao""AT""'E ~,K~RR~---1 MOHAMMAD R. HEIAT R.C.E 45776 DATE KRR 04-18-01 PUBLIC WORKS DEPARTMENT SHEET 2 OF 5 Z: \PUBLIC\PROJECTS\373_0100\San Miguel\civil\ce2.dwg 04/23/01 10: 57. (!) z ~ 0: 0 0: w [I] ~ :::J 7 ~ z " D ~ ~ s u w z ~ ! " s " ' 0 " w rn , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' - <D (2) @ @ ® ® ® (iJ) 03) ® 5 fTI 5 ?$ ~ "' X ,r: (/) ,... ~ (/) '.2 0 <:: ,: ~ :i: fTI ------- 5 CONTRACTOR SHALL REPLACE ALL TRAFFIC SIGNAL LOOPS DAl.1AGED DURING CONSTRUCTION 5 - - -- --- 151 X to' - V> 1/> " :!: 5 - REt.10VE P.C.C. SIDE\'/ALI< AND CONSTRUCT SIDE\'/ALK V,1DTH SHOV/N PER CNB SID-180-L REMOVE P.C.C. CURB AND GUTTER AND CONSTRUCT a• TYPE "A" P.C.C. CURB AND GUTTER PER CNB SID-182-L. REMOVE AND REPLACE EXISTING STRUCTURAL SECTION PER DETAIL A, SHEET 2. VARIABLE DEPTH COLm.11LL OF EXISTING A.C. PAVEMENT PER DETAILS B-E, SHEET NO. 2. CLEAN AND SEAL ALL CRACKS GREATER THAN 1/4 INCH. ADJUST CITY UTILITIES {cg. \'/ATER VALVES, SSCO, SURVEY MONUMENTS, SEVIER AND STORM DRAIN MANHOLES) FRAt.tES AND COV-cl<S TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. PLACE 0.15' THICK ARHt.t OVERLAY OVER ENTIRE ROADV/AY SURFACE PER RECOMMENDATION OF MATERIALS REPORT. REMOVE P.C.C. MEDIAN CURB AND GUTTER AND CONSTRUCT P.C.C. MEDIAN CURB AND GUTTER PER DETAIL "F", SHEET N0.2. REMOVE EXISTING MEDIAN NOSE AND CONSTRUCT P.C.C. MEDIAN NOSE PER DETAIL "G", SHEET NO. 2. REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL H, SHEET NO. 2. REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-A {MOD.) AND SID-181-L-B {MOD.). CASE "E". .c (/) X w 5 "' 0 ~ f-z w ::, w > <! a. u. 0 wz 2 5:0 ~ ~o o «w [D (/) "' "' 0 ::::!..:t: _.J O::, 0 (/)~ 5 3 vi vi .c (/) X w 5 - - --:t )> (/) [D fTJ-Of'llo .,, ,..., ;o (I)~ OJ z "000 "'--ox~ .... -2~ ~CIJG) 0 () . >01-:::! "'TJ 0 -- - 5 ,-: V) 8 - ---- - -- o "'2-16' X 10' 1 - 1 21 X 10' CONSTRUCT IN n·;o PHASES FOR TRAFFIC CONTROL PURPOSES 3 " 40' , SCALE: 1 = ~~==:f◄Z•-<E:I O .Cl 2 - ' 1 3t X 10' ' ~ N __, . L,.. f-"' (/) u X <! w [D (/) ' N "' .c ~ (/) X w w ::, - - ,;---. P.C.C. ll.lPROVEl.(ENlS I z z I REt.lOVE AND RECONSTRUCT ROADl'/AY STRUC1URAL SECTION. I :-:-:-:-:-:-:-:-:1 ARH!.I OVERLAY • [D)R~\f[E - - ,;:--, 5 SPYGLASS HILL ROAD ,,,, 5 T ... :i ' ' ' ' ::, ' ' ' ' vi ' ' ' ' vi ' J, ' \ <;I ' .c ?~,•i/10' ' :,,. ' (/) "f \ ' ' \ x ' \/ w ' ' ' ' ' //' ' '/ ' ' ., !ur:. r '·· .. .......... . EASTGATE DRIVE ............ ... . .. . . . . . . . . . . . ... . .. . . ·:. . :. ·.r---r---,;......'-r.i-'--,o---,"7-i • 01-ow +w I.() :c N (f) <(• w w I-(/) (/) !-FLANS __ -_Fi'"TlEl'_Al_"_:m_a_v, ________ .... :i-:-::_ -::-_,+-;::_ ~-~~-T+ -=_ ~-:7-1 -_ -_ -_ -_ -___ R=-=v=r=a=:O=-'!='S===========:~=====: REviEV'.ED r l C\,~ \V/ 1=""""""'==-=0="'="'="'=·===="""='=· =~•==~-i----ii--t-------------t------1 slstc~crs ENGINEER 7fj VAN cai. AroJ ASSOOATI:S !XC. NO. DATE BY APPROVED rµO"\I JJj ~ SAN MLlGUfl [))~~VlE ,,.,, """"'"'""" R.C.E. NO. 43003 RV:~ CA 92714 (9·0) 474-1-400 ..,t')4 1')4 ] DATE v-L. -O fR0:'.1 FORD h0AD TO SMJ .!OAQl[.;,.! KU.S fc:OJ'.'.D 11t2~flzl~ 11z11~, MOHAMMAD R. HEIAT R.C.E 45776 DATE ----+---,f-----------+----~0ES1GN~Gr' ORAWNArl c1TY oF NEwPoRr BEACH r:-57e-0-s 0---+----+--+--------------<-----4..,C~HE=CK=~=R~r~,--+,-oA=~~~---18---o-,..... PUBLIC \'/Ol'll(S o:::PARTt.11::NT SHEET 3 OF 5 Z: \PUBLIC\PR0JECTS\373_0100\San Miguel\civil\ce3.dwg 04/23/01 14: 40 (cl z ~ p: 0 a: w (0 ~ :::J z ( ., j i: } (cl C---i- 5-z 1-.. <! ~ a:~ 0 V\ ' a: --., w~ (0 ~j (cl-~ z~ ~ ~ ~ VI a: w (0 ~ :::J z (cl ,_ .r t-- <I ,.__ ~ --·-::t: ~ J [' Cf) ,! 2 a. ~ ii' J ~ ~ u w ~ 2 " > < " g; m ' 0 -rr ' w . '-l-.. rn ' 2 , ' 0 i D z ~ > ' rn rr rr " D w a. 0 -rr " ~ D 0 • w r u " g D I 2 :l a. « 2 rr 0 "' ., u ui I rr < m ' 0 ffi rn 2 , 0 ~ z > 5 5 I 5 ::; I I ::; a:: w ::; >-ui «,: ui 3: >-' >-' (/) (/) X x w w (/) PARK (/) >-' (/) E><IT X w --;---; 5 _ .. _______ .. __ _ -----~ .. ---------·-----------·-··--------··-··-··-··---------------:·· -- - -- G) REMOVE P.C.C. SIDE\'IALI< AND CONS1RUCT SID:c\'/ALI< l',1DTI-l SHO\','N PER CNB STD-180-L (1) REl'.10VE P.C.C. CURB AND GUTTER AND CONSiRUCT 8" TYPE "A" P.C.C. CURB AND GUTTER PER CNB STD-182-L @ REUOVE AND REPLACE EXISTING S1RUCTURAL SECTION PER DETAIL A. SHEET 2. @ VARIABLE DEPTI-l COLDMILL OF EXISTING A.C. PAVEt.1ENT PER DETAILS 8-E, SHEET NO. 2. CLEAN AND SEAL ALL CRACKS GREATER TI-JAN 1/4 INCH. @ ADJUST CITY UTILITIES (cg. WATER VALVES, SSCO, SURVEY t.tONUMENTS, SEVIER AND STORM DRAIN t.1ANHOLES) ® ([) @ ® ® ® @ @ FRAMES AND COVERS TO FINISHED GRADE. ALL OTI-lER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTI-lERS. PLACE 0.15' THICI< ARHt.t OVERLAY OVER ENTIRE ROAD\'/AY SURFACE PER RECOMMENDATION OF MATERIALS REPORT. REt.tOVE UPLIFTED/SHIFTED P.C.C. MO\'/ S1RIP AND CONS1RUCT P.C.C. MO\'/ S1RIP TO t.1ATCH/JOIN EXISTING. CONFLICTING 1REE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER. INSTALL ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., t.10DEL NO. LB 18-2, OR EQUAL, ADJACENT TO NE\'/ P.C.C. lt.1PROVEl.1ENTS. REl'.10VE P.C.C. t.1EDIAN CURB AND GUTTER AND CONS1RUCT P.C.C. MEDIAN CURB AND GUTTER PER DETAIL "F", SHEET N0.2. REMOVE EXISTING MEDIAN NOSE AND CONS1RUCT P.C.C. MEDIAN NOSE PER DETAIL "G", SHEET N0.2. REMOVE EXISTING COLORED STAMPED CONCRETE IN MEDIAN AND REGRADE FOR FUTURE LANDSCAPING BY OTHERS. SEAL EXISTING GAP BEn','EEN CURB AND SIDE\'IALI< \',1TI-l ELASTOMERIC JOINT SEALANT PER ASTM STANDARD SPECIFICATION C 920, TYPE M, GRADE P, CLASS 25, USE T. DEPTI-l OF SEALANT TO BE 1/2 WIDTI-l OF GAP, TO BE CON1ROLLED BY USE OF JOINT FIULER OR BACKER-ROD. SEALANT TO BE INSTALLED PER ASTM STANDARD GUIDE C 962 AND FOLLOl'nNG THE RECOMMENDATIONS OF THE MANUFACTURER. ([3) REMOVE EXISTING RAMP AND CONS1RUCT CURB ACCESS RAMP PER DETAIL H, SHEET NO. 2. M~GU[El CONS1RUCT IN n'lo PHASES FOR 1 3J' X lo' 1RAFFIC CON1ROL PURPOSES 3 ·····-·----.. ,~ ...... ~ -..... -----··- - - 3 ',/- ' 3 - - 5 I ::; (/) ui >-' (/) X w /_ . ~ No.45776 .12/31/02 PARK ENTRANCE - - - -- FLAN3 F=A!'J:D OY: I ::; ui vi >-' (/) X ,~, w - -- 3 17 11 t-:-:-:-: •-:-:-<1 5 5 I ::; CONS1RUCT IN (/) TWO PHASES FOR ui 1RAmC CON1ROL >-' PURPOSES C/) 3 X w -- ·VI'::. -__ -_ •• 4- - - P.C.C. 1:.'.PROVE1!.ENTS REl.tOVE AND RECONS1RUCT ROAD\'/AY SlRUCTURAL SECTION. ARH:.t OVERLAY REl.lOVE COLORED STAl.!PED CONCRElE . . . • . . •.• .. •.• ...... . ~:-:-----. ---._. --. .......... ... _, .. ________ _ ---------... -... _________ _ --- - ~ VAN D3.1. Al\'.D ASSOCAT".S, IXC. NO. DATE BY APPROVED OV'I...OI~ SUR'-t'l'CnS LANO ~ 13 REVIE\'IED BY V) z -0 C, -0 .... ,__ co ..JO< u d c.,mk z~xU a:: -w c., QOa_ :zCDZV) -w a:: wn. w o wa. :z: m V) <C ,_ C/) z c5 0 ou.E= t-')..J0<( u • c., CCI G: Oz -z-xu o::-w c.,OOa. :z CD Z (I) -w Ct: wa..w owa_I CIJ en <( ,-;;. -- GINEER RC.E.jlO. 43f03 0 ui >-' C/) X w 5 1 7il' X lo' ' ' -~-----.... ________ =··------~--- - • -- -- 3 0 OLO • 01--ow +w DOI 'tj--(/) ·W ~w (/) (/) 0 l-o u.. .w 0 _J Os +a "'_J l")w • co <( 1--W (/) w (/) -SAIN MLiBUEl [Q)~~V[E fR0:'.1 FORD F:OAD TO SAl'J ..!0.1'.Ql['J E:U.S F:OAD DATE v4-2?!:_-0j_ 111.n;µ /f/211~, ll----+---,f---+------------+------1..,,::=:~=G;E=!G=;,;r~i-h,,::=~'"";~A=r~;--l clTY OF NEWPORT BEACH R-6704-S MOHAMMAD R. HEIAT R.C.E 45776 DATE KRR 04-18-01 PUBLIC \'/ORl(S DEPARTt.1Et~T SHEET 4 OF 5 Z: \PUBLIC\PROJECTS\373_0100\Son Miguel\civil\ce4.dwg 04/23/01 14: 41 (~ ~i !t zH ~..;, o:~ 0 0: w [D ~ ::J --,, " r" J V\ ~ s += ~ \J' -;- ► ~ " z rr It => 1l "' I I ~ ~ "" g; ~ ~ 0 • ~ 0 I I -\ ~ .;:;<v .. CT -__ ·-.. ------5 GO . --___ •••· .. ___ ' 5 (.f) (.f) -\ rll):> rn . (.f) +'> :c 0) rn+ mo -\0 • +'> 0 0 5 f-o I 00 0 er:: ow + _J ..--0 r---0 ·2 <( f-w (f) w (f) \ ·-' ·•. &_ ·.,~. •, \ ', •·. . "' 1t'• •.. \T1 ~ (/) --\ 5 f'1 "' vi PORT SUTTON DRIVE --\ (fl \I' s: 3 3 :i:: J-:;r:-::-::j:"· __ :::: ___ ~------- . - --:-: . ---s-------:-··:·· • "' 4 7 8 9 65 LF ..... ------W--------• --- 5 5 4 40 LF - - PACIFIC VIEW DRIVE 5 ,-.: [.() x w 5 BAYWOOD DRIVE 6 5 4' X 10' - 5 15' X 5.5' . . . ® :i ::. vi vi ,-.: U) x w 3 5 __ .... w----------- g (/) --\ (/) (/) s: 'I -. ---_: ... (------•••• -~-- :r: ::i 0 vi ,-.: (/) 8 ------------+--·-------s ------------------. -------..... - 7 8 9 4 ---• 6 2 + oo:----- - --• ---------------• ------• -------63 +00----f •. --.. . -•-' .. -. -_,_. -----. ----f--6-4--1' 06 ... It i 33 LF 5 -• ------------:-w-----. -----________________ :_";_ ___ ,_h -------•• ·\!' :r: ::i ci 0 ,-.: (/) x w 5 5 ,-.: U) X w 5 5 4 ,-.: [.() x w 5 5 --. -- 4 -------------54+00 - - 5 ----•d" •••.••·•• ------------l/1 •• ---- --------W------• ----- ,,---._,,---._ 49 LF --- - - - ------ - S-- ... ' : ..... 139' X 6' 1 CONTRACTOR SHALL REPLACE ALL TRAFFIC SIGNAL LOOPS DAMAGED DURING CONSTRUCTION HARBOR 56+00 -------------------- :r: ::. ci 0 ,-.: 5 -- - - ------ur --x w ' ' w ..J . 25 (/) 5 :i ::i ui 24" CNB ___ ;- ___ (4------------ ---,.. ... 11' X 10' - 4 -- 3 -- -- 10 25 LF 7 8 9 85 LF 3) ® woo_ .. · os --~ J --' -- - (.f) (.f) rn -\ rn J:> OJ • a:: w f--<{ 3' ,-.: (/) X w a:: w f--<{ 3' ,-.: V, x w 5 a:: w f--<{ 3' ,-.: (/) X w ~ ..J <{ > a:: w f--<{ 3' ,-.: U) x w 5 w 4 6 132 LF 7 8 9 L "•••••••••••• 78+00 ~ ..J <{ > er ~ 1 ,-.: VJ x w 5 -z 4 rn -...I ___ -r--------,-1 , -' -,-0+00------ -: • • ------&8+()0----------------------1:-------------&9-+ 00------------------------0 .... -• --~~----1-o+ zo : ' "c ::_~ ------w-----· __ ;_: __ 0 <( 0 er:: (f) _J _J I z =:) 0 <( 0 7 z <( (f) 4 6 ,~ ------------l/1---_ rn o -. -.. --..... --.... --... --· w------.. -----------------1--ri 0 w > ..J ;; a:: w f--<{ 3' ,-.: (/) X w 5 -\ CONSTRUCT~ON NOTES: HATCH LEGEND I . :· • I 1111 P.C.C. IMPROVEMENTS REMOVE AND RECONSTRUCT ROADWAY STRUCTURAL SECTION. ARHM OVERLAY (j) REMOVE P.C.C. SIDEWALK AND CONSTRUCT SIDEWALK WIDTH SHOWN PER CNB STD-180-L. @ REMOVE P.C.C. CURB AND GUTTER AND CONSTRUCT 8" TYPE "A" P.C.C. CURB AND GUTTER PER CNB STD-182-L. Q) REMOVE AND REPLACE EXISTING STRUCTURAL SECTION PER DETAIL A, SHEET 2. @ VARIABLE DEPTH COLDMILL OF EXISTING A.C. PAVD.'ENT PER DETAILS B-E, SHEET NO. 2. CLEAN AND SEAL ALL CRACKS GREATER THAN 1 /4 INCH . @ ADJUST CITY UTILITIES (eg. WATER VALVES, SSCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. @ PLACE 0.15" THICK ARHM OVERLAY OVER ENTIRE ROADWAY SURFACE PER RECOMMENDATION OF MATERIALS REPORT. (Z) REMOVE UPLIFTED/SHIFTED P.C.C. MOW STRIP AND CONSTRUCT P.C.C. MOW STRIP TO MATCH/JOIN EXISTING. @ CONFLICTING TREE ROOTS TO BE ROOT PRUNED PER SPECIFICATIONS AND AS DESIGNATED BY THE ENGINEER. @ INSTALL ROOT BARRIER AS SUPPLIED BY DEEP ROOT INC., MODEL NO. LB 18-2, OR EQUAL, ADJACENT TO NEW P.C.C. IMPROVEMENTS. (jJ) REMOVE EXISTING MEDIAN NOSE AND CONSTRUCT P.C.C. MEDIAN NOSE PER DETAIL "G", SHEET N0.2. 9 @ REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER DETAIL H, SHEET NO. 2. REMOVE EXISTING RAMP AND CONSTRUCT CURB ACCESS RAMP PER CNB STD-181-L-A (MOD.) STD-181-L-B (MOD.), CASE "E". AND C-3374 PLANS PREPARED BY: REVISIONS REVIEWED BY r'* 1--~-ij-!fj-~--V-AN_D_E_U._AN_D_A_S_so_a_ATES--, -IN-c-..t:-N---:Q::-_,::Q---:A---:T:::E:-T---:B:::Y--:-T--------------,---:A-=P:::P:::R:::0:::V---:E:::D::l ~ ~ ~ (I. Cl\lll ENGINEERS >----+----tf-----t--------------f--------l \4>. U -~ STREET IMPROVEMENT PLAN FOR SAN MIGUEL DRIVE sca>rn,ss "" '""""" SPciAi:Plfcs ENGINEER 1-===-~v._8:~_,_:_m;_:_,:_"_'"' ____ ,_,._,,_.,_,-_,._°'_,>----+----t---t--------------f--------1 DATE olf-14~0;°3 UND~ SUPERVISION OF: rJ/1/1 I' / J/J JI DESIGNED BY DRAWNA~~ CITY OF NEWPORT BEACH R-5764-S If/,?-",_/I /(, /1,L.,:?f 4/z1fo I ""c-HE=c=Kt=oGC.,,:-Y,--+,-oA=T~E-, ~---1 MOHAMMAD R. HEIAT R.C.E 45776 DATE t---+----+---+--------------t----l KRR 04-18-01 PUBLIC WORKS DEPARTMENT SHEET 5 OF 5 FROM FORD ROAD TO SAN JOAQUIN H:LLS ROAD Z: \PUBLIC\PROJECTS\373_0100\San Miguel\civil\ce5.dwg 04/23/01 14: 42