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HomeMy WebLinkAbout2239 --SHEET INDEX - "WWI "Ir Alk T NO.AW M& DESCRIP71ON AV CITY OF RANCHO k.,,000, 0tJCAM0NG A 1 TITLE SHEET 2 PAVEMENT r REHABIUTA11ON PLAN FROM VINEYARD AVENUE PAVEIWENT REHABILITAT — ENT REHABIUTA11ON PLAN— STA. 1 AW 111111111L ION 3 PAVEM FROM STA. 43+00-00 TO STA. 63+00.00 FROM 81 n STREET ToAmk FOOTHILL BOUL� EVARD 4 FROM STRIPING . . 43+00.00 GENERAL NOTES STRIPING PLAN — 1, All work shall conform to the CityStandard ings and the StandardSpecifications r Public Works Construction, r , 2003 Editionincluding the 2004 an ! t. R A N C 'M' O Clum CA 'MAOLNIGAA — mom CONSTRUCTION NOTES 2. Public Private ilii t t res shown hereon arefrom v it i records. The Contractor shall be responsible for .. protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any •• 1 VARIABLE COLD PLANE FROM O' TO 13.12'. damage as a result of the construction operations. .. .. .. .. .. .. .. .. (NO(NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL" VIS °l BLE CRACKS 3. The tr t r ll ti r r is l 1— 1 f ll in tiliti t r i ri r t 1/ I T Y) construction r regarding any pHILLSI E D . ❑ TLSO AVE 24TH •1 Y. ( ' ROUTE ., ., .. . ' 1/4 1 SouthernCalifornia Edison Co. (909) 357-6163 �� � BAN ry ST Q �.._.. *� SUMMIT A � JOIN EXISTING SEE JOIN DETAIL ON SHEET 1 909 335--7877 } Southern California Gas Co, ( } _ '• a EMo ❑ vE u VerizonCommunication ) — _ HIGH 'D A 30 ADJUST TO GRADE L , GAS VALVES Cucamonga Valley r District 1 P19T H rQ > zve, APPURTENANCE)AND OTHER Charter Communication ( 1) 343-5343-5171 . w w Z a HERS� ViCTO i PARK N ADJUSTL Y T .0 uNE D -� DRIVECONSTRUCT I l . r Il of t iPolice® Department, i Fire ; STANDARD DRAWING101 l L l affectedNG EXCAVATION) any schooldistrict, prior tconstruction indicating any detour or r closures. QcHu HST R W 0 CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD DRAWING NO. 104 FO HILL BLVD 0 `f 5. For i ti is project,, tr r shall contacttheli ti t ( -- 7 MondayThursday, t 6fi AWCUT AND REMOVE HEAVY l least t working prior tconstruction tdate. ' ' GATORED SURFACE AND REPLACE ARROW z RTE� o ' ARRo c NTE DR. i LL DEPTH AC AS SHOWN ON SHEET 1 DETAIL it shall obtained i n prior construction encroachment within r f WL16 = NSF RR 1111111 it fill (APPROXIMATE LOCATION, l }. late MUM . T l 1 - easementCucamonga r rights—of—way. DR' [:7ZL6TH t r ° PT 7. r CL I I NG AC t all ti tic i I ll i t i v ll r i truct > II V) L.4TH STCONSTRUCT Qj� ISDEWALK PER CITY STANDARD DRAWING . 103 8. TContractor ll familiarize himself i all r u ilii , istructures, a ll t I responsibility for the 17CnMW AW r it/r I t, at no cost to the City, for any damage to saidn r r n utilities, pipes andtru tui . VARIES ' T ' 9. Contractor, i! verifyall conditions dimensions I it prior twork. I I ' VARIES 36' TO 47' discrepancies ll r for direction immediately t t City. ' , IES 3,V TO 45 time f submittal f Bidder's i tr t r Il 1 . ll contractor STRIPING NOTES licenses,, in form lass as required by any and all applicable laws withrespect to any andall of the work t r ® INSTALL . I .; rContractor) ! Claundess tn M_ -,WAR-- inlic (Earthwork and PavingContractor) sufficient to cover allt rk to be performed by the Primer t r ` r it tprovisionsf t Contractor's Li (Californiai i , ti t. . rules LEGEND, SYMBOL , .}. regulations adopt thereto. � THERMOPLASTIC 1 " SOUD WHITET I . ti ..._.._ PAINT I l INSTALL WHITECERAMIC EXISTING SURVEY MONUMENTATION1 t5 T 6 . 1 . !I existing survey monuments that will be disturbedthis rj !Ibe fr ro00 IT L l l I r t it Construction Surveyor i r i ti 1 fCalifornia '� " 0 O LL CITY STANDARD DRAWING . 133. Surveyors Act. Found monuments are shown on the plansri follows-, AFTER COLD PLANE, CRACK SEAL VISIBLE PAINT 4" YELLOW SOUD STRIPE AND 4n YELLOW DASHED STRIPE WITH BOAT SPIKE PER COUNTY SURVEYOR'SCRACKS " OR LARGER PRIOR TO OVER TYPE "Dn MARKERS PER DRAWING Y , 133. SPIKESEE PLANS RAILROAD l I 1. FOR LOCATIO (TYP). CRACK SEAL SHALL BE FILLED UP TO „ M ... TILS " l i C l ! l T ® TO i" BELOW EXISTING SURFACE PER CITY STANDARD DRAWING . 133. NAIL & TIN ACCEPTED AS THE INTERSECTION OF THE CL OF VINEYARD AND THE WESTERLY PROLONGATIONU LINE OF VINEYARD AVENUE TYPICAL CROSS SECTION L1 11 ! I , 20/ I l l l i DRAWINGNTS STANDARD . 133. I LS 3988 PER RS 54/66 INSTALL FINISHEDPROPOSED CITY STANDARD NO. 134. STRIPING GENERAL NOTES SURFACE ' COLD PLANE C&G LEGEND*1. All til dimensions f i striping markings installation thereof ll conform 1 ' aPROVISIONS tCaltrans, Standard Traffic I, Maintenance Manual Standard Plans it /— A "HIGH EARLY STRENGTH CON HALL BE USED IN THE Standard I . 133, unless otherwiseapproved r directed by the CityEngineer. , / I0'-0.120 L .1 ENT OF PCC DRIVEWAYS AND APPROACHES AND SHALL HAVE 2. / PSI COMPRESSIVE STRENGTH AFTER 24—HOUR PLACEMENT. rocr r inti f striping pavement markings installationf v r ll XI 0.12' A ''--_j I conform t ther Specifications r PublicrConstruction n thefollowing SURFACE 0.12' ARHM OVERLAY. ._....a_.... A. I pavement markings shall conform to the cityit il , , unless otherwise noted. COW PLANE "" B. All conflicting traffic tri i pavement markings shall be removed I , EXISTING C. Sufficient control points and spottingremoved ri sandblasting ll be r !aced pri r to Installation N.T.S. of striping and mr i . (AREAS WHERE CURB & GUTTER ONLY) D. it control i i v duringsandblasting ll replaced prior t 'Installation - . .LLe, . . .. . TA.C. (INCLUDING striping and mari . My DESCRIPTION OF REVISION DATE E. All control i t in Il be inspected the Cityis Engineer prior t installation of new or replacement tri i n markings. SURFACE— 0I COLD PLANE .1 ' Y F. II striping pavement i installed r it r low VOC type, PROPOSED FINISHEDuffy VFMNUMV k;U UNW% ' TO 0.12' SURFACE ' . 1 it thick (wet). Installation ll i t it t minimum f t after t first, unlessotherwise notCn ed. Qi)) g. ! thermoplastic st ' i t markings shall be installed in onet and be 10 mil thick (dry), �- . o unlessVINEYARD Not"suffiE t inoted. EXIST A.C. SURFACE RO"LffAll'o"La < PAYMEW UN H. Under n conditionsll r l r night, r holidayswithoutappropriatestriping and Ii satisfaction f t i Engineer. 1. All traffic striping and pavementi Il be installed i all appropriate permitsn traffic controlDETAIL "A" T " r , in r i t i tatt r ® APPROVED « RCE-0 53672 MFO a 0(70C ')0 CITY ENGIN N"�PAVEMENT REPLACEMENT M. EER X01C-0, , c «� � cQ J. Temporary r construction i in ll i accordance it t i n state ' PLAN PREPARED BY:Q � — standardsdirected it Engineer. COLD PLANE SURFACENo. 53672 z CDC CITY OF RANCHO CUCAMONGA - Street Signs !I installedr itStandardI n401—A. Exp. a6--3o—OSDP* 10 o CIVIC CENTER DRIVE RANO CAMONAa CA 91730 946 4. Traffic i ll be installed per City Standardl 401—B. REMOVE RESIDUAL AC LEFT BY COLD PLANE 49 OPERATIONt ®� CDC 1 oF 5 . JO! Y. I ® . . L symbols, li it lr cr I lin II t r ! r . ii S I 1 8 �.... . 1� R/VLRAkD R/W To NOIZZ'H RAILROM RI�� 17+70.78 VINEYARD AVE 50/C = O u CUCAMONGA CREEK CHANNEL t 109tI i F _ } E Dp. 4,3w `W OT20 LI _ ... m LLI as } � W .� - --- � ` � - ....veeoa +ecw�.,..a» n+m*w++*+»..•ter - :- � - 10+00.00 qVINEYARD AVE / fL 8TH S 1 11+8#82 C VINEYARD AVE - VEMIEVARID /A VEM ME 8M STREET h O � r O Os \ ,.. .« �.� ., .m ,� »..- �a . .I . a,« , ., .� .« � . . ..� � � ate. . .. ..-» - a .. ri � �,�.a�� ...a.. .- � . ...,. w. � .. » ... + CDN J �..a .� . M W w ►Q- N ►Q- 3 > N N 00' 11 47` Em 00 27 3{. 32 VD QW A -' Wm N -J - y— ---- - - - _ -- - - -- --- -y --- - - - - - -- - - - --- - - - - - - - -- --- - - - - - --- - -- - -- - JVD Z Z ,3 ..,�,.... .. ...... .,». 3+23+26.27 VINEYARD AVE = g N N 9TH STREETAIMINUIE w 1 9 ITI>o STREET � SCALE- 1 = .4rp• 8 5 4 O 3 x �' O ..F Y:,�..w�..,�,.......M+....,�.....� .. ... O raro�.rmnr sr. m.mw.rm..m.wa..m..m.�m.w w.s...w...m.mm„m u..mm+a ... .a�. w,w..armati.�«.a...�.wnn».�.. ...+ma..s.u,auw an.«,.�e�.s a..,e nwuw�:K .-_.... _ / \ � u.�.r..,xam.®.m�-. ...w..:a.waoH:�.r-: waaam..o-o..ses.�.c aa.,.. :,.w .�,...w......�.row..,�n,,... saw.,...�.,.� .uw.�..: ... .m ww�m�, a. . �«a.o. aa: .m«...wer.�.».e..au. .ar.» . O C7 M d. 'r Quj a N 00"1 40 +, +2'' N m I 2 ui2 Q ^w N W B } W Z Z W NJ -- - -- - - - - --- - - --- -- - --- - --- -- - --- - - - - --- - � N =®amm.m.w.+�....es= .., mv.ow.a.we. a.mows....mes.os.m aw,a + as,.Pa. a ,.+e*-•., . ae,r.m+.�e...a»,;a..m.ewq \ Omz.s. ...��+....ore+-....»ww.s.�....a.xwnc..ee.a..rsa .. .�.e•-x Q \ 36+50.95 VINEYARD AVE CL ARROW ROUTE 4 4 ®/EMIE �lR I N # �I E E UE # 1 1 1 � # r ARROW ROUTE CONSTRUCTION NOTES LEGEND: VMABLE COLD PLANE FROM 0' T O O.W. (NOTE: MIER COLD PLANE. ROUTE AND CRACK SEAL VISIBLE 0'-0.12' COLD PLANE AND 0.12' ARHM OVERLAY CRACKS Ile OR LARGER PRIOR T O OVERLAY) l� 0.12' ARHM CIVETMAY TE: AFTER COLD PLANE ROUTE Q�ove P(toJ�GT N_ulrts e►E�oM 81++ slTeer=�'f- $10-v9 !`� AND CRACK SEAL 1/4''OR LARGER PRIOR TO OVERLAY) 0.12 ARHM OVERLAY. [>7 c,k.o.Ma�c� CtWEK Gy„tJtAI JOIN EXISTING (SEE JOIN DETAIL ON SHEET 1) DESCRIPTION OF REVISION DATE °TM REMOVE AND REPLACE A.C. PAVEMENT O4 -- ADJUST TO GRADE (MANHOLES. WATTR VALVES. GAS VALVES � OF RANCHO CUCAMONGA AND OTHER APPUMENANCCE) O5 -- ADJUST MANHOLE TO GRADE BY OTHERS �M � 3- A.C. PAVEMENT OVER NATIVE (INCLUDING EXCAVATION) �y PLAN , or ©— CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY VINEYARD AVENUE UE STANDARD DRAWING NO. 101 (INCLUDING O(CAVATTON) PAVEMENT UTAI IO AO BOAT SPIKE PER COUNTY SURVEYOWS FIELD BOOK 482/26 FROM 8TH STREET TO FOOTHILL BOULEVARD CONSTRUCT 8' CURB AND GUTTER PER CITY STANDARD DRAWING N0. 104 BO RAILROAD SPIKE WITH CHISELED -+- PER RS 54/66 AND RANCHO CUCAMONGA CENTT;RLJNE TIES 6/81. STA. 10+00.00 TO STA. 43+00.00 SAWCUT AND REMOVE HEAVY AWGATORED SURFACE AND REPLACE - WITH FULL DEPTH AC AS SHOWN ON SHEET' 1 DETAIL mA' APPROVED BY: DATE: 9-114-09 (APPROXIMATE LOCATION. FIELD LOCATE). CITY ENGINEER RCE 53672 CONSTRUCT 6- CURB PER CITY STANDARD DRAWING NO. 104, A7-6 DESIGN CDC PLAN BRANb170 CUCAMONGA REDOMMa+om 0-- REMOVE DasnNG AC DRAWN 10/5000 CIVIC CENTER DRIVE CONSTRUCT SIDEWALK PER CITY STANDARD DRAWING NO. 103 CDC Ravcrw cucr�lonoq cn 81730 'Z of .5 CHECM R=- NO DRAWING NO. CSB C� DATE FU NO 2239 10 0 w X P ® 10 w cnw J o >c `,a w 6 �- z ul Q c.a �' c Q r. :c .- U �� a z c' � CL ¢ cn oil w ca Q a as Q w ® ¢ 0 0 � cn C:)caw �(no (n co h'� 4 8 w � w � �- c ) cn m® cn < � ? cc ® W) (n cn w¢ x R/W cn EXIST ROP. / ILO „ �. w ,,. . . x �' R/ BIDEVALK EXIST, to N co R w cv cv LO uj w RELOCATE 11 .0--% f < ao 10 A C BERM w 00 44 _oo 7 , _ -45+0 a : 4s+oo ., _ 47 as , N ao : 4s _ 13 4o E oo r. 4s as 5a+ 0 - _ a T .. � 51+aa I j� - .� 2 00 I r Vi 54I I i i a, 2 -: 2 w 2 uj LLJw �'/ �,.i V — �y w zzzzz cn � w cn cn cn X cn co (Q ;� •* w A01 11-1 4 4 4 0 0 0 1 1 1 " AVIEMUIE SCALE ,� 40 1 WEST 44' 4.5 35't 1 62+99.11 CL VINEYARD AVE FOOTHILL BOULEVARD _ f��^ MAX �� PROP. OVERLAY SEE DETAIL C t -_..._ 4 5 1 1 �,� fiG 2 Q. _-. Lo •y cn _ ~,- EXIST. GROUND '� �`` I ( ,^ .�' P SAWCUT 1.0l MIN ( ) w N v .......... w . .......... Q _ a 0 LO SECTION F—F 771 12��Z HORIZONTAL SCALE: 1" 20" e w SCALE:VERTICAL t .5��{ 1 w Li w 1 ao 55' 0a 56 C-00 57 00 58 QO 5s as . 6 _o0 61 o0 s2 0o s as 64C 2 2 3 w "00001V 0or 44 w M ST 10' 4.5' 34'f 4 4 4 1 .4 '% PROP. OVERLAY AVIEMUIE FOOTHILL BOULEVARD EXIST. GROUND I A-Q�' G, SAWCUT 1.0' I ( ) 7F S Q� SECTION SAWCUT > HORIZONTAL1" _ ' 1 z cn7 10 j rAND cn TI : 1 _ ' LEGEND-CONSTRUCTION NOTES O cn > 10 6 0 cn m FINE GRADE TO REMOVE ROCKS 1 x J Q �, EXIST. 1 .1 '. FROMDISTURBED AREAS IN R/ `� `�w ~ 6 '°� t— SIDEWALK �`' � U z (NOTE: AFTER COLD PLANE, ROUTE AND C I '-0.1 ' C .1 ' rU = U w O �w -� c� �(n } / C 1 4 I Q cn.Q J F= ® < � ® -` ca cn(n � �'` z R O cn "� xU-i w a °-U w 0.12" ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE w w uj 0 0.12* ARHM OVERLAY. z 40- rl AND C 1 I macaw comic w LO�w U �- 04 �- a 10011%, A JOIN I JOIN 1 C I .C11 unto LO cn IE w W Lo � } I .17 = N ,_ x „� IS IV APPROACHES, SIDEWALKS, AND CURBS -7-l51 0MNUS 0.33 W— ADJUST b-01 ( REMOVE AND REPLACE A.C. PAVEMENT TC MINUS 3w / 11-TER VALVES, GAS VALVESMANHOLES, WA D TICm Cn e►' 11 e� w u~i m ci ww C� U % � :77 :, :: :;: ::::•. . 4 DESCRIPTION OFREVISION DATE AND OTHER RADIUS ON OUTSIDE CORNERS OF CURBS EXISTPAVEMENT OVER NATIVE (INCLUDING EXCAVATION) , :w . 9 w w w EXIST. OTHERSSID �NAI�IC ®�',r 9.,, w n:._ �: _ w w. 4 - 4�pSIE�IAL ADJUST MANHOLE TO GRADE Y L L' ' . . . NSTRUCT 3* ® 9A _... wv `GA t ,• a•r. .- n r . CRY RANtA%;H^v (CauffiCAMON 0 `F CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CITY 5. 3.5'R,- PLAN . 1 1 (INCLUDING } L I L 7. ' `. PROLONGATIONL LOT I LOTmLl DRAWINGVIINUMmuft AWN& O Us E (7)- CONSTRUCT 8" CURB AND GUTTER PER CITY STANDARD . 1 , / cs� 11 7 9 ,. 2.5 A METER BOX 4 9 7 SCE PALE 8 VY T F � � '� 4E ILL BOULEVARD PAVE'LlsOff RE'&EHMIUTA UN SAWCUT AND REMOVE HEA WITH FULL DEPTH C--!ILrAPPROXIMATE LOCATION, FIELD LOCATE).ON SHEET 1 L 1NAuL / PROP. FINISH SURFACE �'�" RELOCATE MAILBOX } STA. 43+00.00 TO STA. 63+00.00 SIDEWALK fi AC BER 10 p ® a LO DATE: CONSTRUCTC i . 1 , : 4 ®;' :.°. 4 :44 APPROVED Y. AND DETAIL D HEREON (CURB FACE PER PLAN) Q ' : s o : 4' �: '� CITY GINE : 53672 .. 57+Oa�n C •1— Q . A. 4 d A DESIGN PLAN PREPARED BY: 1 I 4 .. • ' : :a. ; d co6bm-FRECOMMENDED A. 4A. A .q 4 4 .4 e` a' - 11 CONSTRUCT I I . 1 10500 CIVIC CENTER DRIVE DRAWN—DETAIL D (ELEVAT12NL D ETAI L C RANOI-fi0 Ar�ONA, A 1730 SHEET 1" = 1' : 1" CDC 3 OF CHECKED R.C.E. NO DRAWING NO. CSB DATE FILE NO 2232