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HomeMy WebLinkAbout2269 A AM CAMONGA BENCHMARK CiTY Op RANCHO CU oTREET P"EMENT REHAB11 ITATION YM son- HoLLSiDE ROAD rROM B R ST�REET TO ARCHIBALD "ENUE WILSON "ENUE F OM CARNELIAN ST TO I'm 4100' EAST OF CARNELIAN ST 0 BERYL STREET FROM SUNFLOWER ST TO NORTH CITY LIMIT CONSTRUCTION NOTES... GENERAL NOTES1 VARIABLE COLD PLANE FROM0' TO 0.1 '. 1 . All work shall conform to the City of Rancho Cucamonga Standard r ins and the Standardciication for Public (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL Works Construction, Green Book), 2006 Edition and including the 007 and 2008 supplement. VISIBLE CRACKS 1/4" OR LARGER PRIOR TO OVERLAY) . Public and Private utilities and substructures shown hereon are from vill records. The Contractor shall be 2 0.12' A OVERLAY. (NOTE- AFTER COLD PLANE, OUT responsibleprotecting rot ctin all utilities and substructures s shown within theconstruction limits f this project and shall RANUHO UUCAMO JGAAND CRACK L VISIBLE CRACK 1/4" OR LARGERPRIOR TO OVERLAY) e responsible for any damage as a result of the construction operations. REPLACEi I PAVEMENT MARKERSAND MARKINGS . . • ,�: STRIPINGN SH THU 13. 3. T Contractor shall notify Underground Service Alert 1 -• 0-422-4133 and the following utilities working days prior .• I t construction or regarding any problems. OJECT SITE .. ' . JUST T G ( "H, T VALVES, GAS VALVES, METERS * Mb '° '° ' °° ° `° i I' ''I OTHER APPURTENANCE.) Southern California Edison Co. ( ) 357-6221 t ° 6 FO!-]IiILLSI I 5 N T CT 0.17' SPHALT CC PAVE ENT Southern California Gas Co. ( ) 3 - 1 E s ° 24TH ST I I ASHOWNON SECTION (APPROXIMATE LOCATION, FIELD LOCATE). V rio Communication (7 } 245-0330 1 wIL N A ° .. Q • Cucamonga Valley Water District ( 0 4 -731 Sun > I J I XI TiNG ( J INT AIL ON H 1} . _ Q summ Av Charter Communication ( 1) -- 171 Mo LIE E r•' VARIABLE COLD N O' T 0.12'. •° �- Ev Q HIGH -1 D Av• (NOTE: COLD OUT AND CRACK L Metropolitan Water District ( 1 217-7807 _ 3p VISIBLE CCKS 1/ OR LARGER10 TO OVERLAY) . The contractor hall notify the City f Rancho Cucamonga PoliceDepartment, T City of Rancho Cucamonga Fir 3® 8 FULL PTH COL 0.17' Department and any affects school district, 7 hours prior t construction indicatin any detour and/or road closures. .� W UPLANLI . a W Q x VICTORI PARR Nru FILL I DEPRESSIONS WITH A.C. LiG COURSE I PREPARATION . For inspection f this project, theContractor shall contact the PublicWorks Section at ( ) 477-2740, Monday - .° `� BXSE LINE D on start date. Y O OVERLAY. ( A.C. REPAIR DETAIL O SHE .) Thursday, an least two grin days prior t the construction HURC ST ERR ' - ° • • •° � > > > �U �,I�• 10 CUT, OV P EXIST ING CURGUTTERP AIL . 6. Apermit hall be City Rancho Cucamonga a priorto n construction r encroachmentwithin any ><- City C®ty of Rancho Cucamonga easement r rights-of-way. a� @__ CONSTRUCT AC CITY TD. . 102. INCLUDINGRETAINING CURB, FO ILL BLVD COMPLETE I CE. 7. During the construction operations at least an 12' lane in each direction shall a providedfor each direction f travel � 66 n all streets a all times. The traffic lanes shall be maintained n pavement and shall remain unobstructed. < wwW �ER. CONSTRUCT CU " IFIE TYPE (CAE ) D. . 111- . ® > RRaw INCLUDING RETAINING CU HORIZONTAL CUT, COMPLETE I . � � PROTECT IN PLACE.Th ntr r sa 'l'arizutilities,hi if with all underground pi an structures an hall take sal ! W responsibilityfar the repair/replacement, at no cost t t City, for any damage to saidundergroundutilities, pipe1 BNS s � 111 .. 0: N all a 14 ADJUST HOLE TO RAD ( Y V I N) structures. i Q 6TH ST CL Contractor shall verify all conditions n dimensions shown on the plans at the site prior tcommencement f any ark. ; ` _ T.41 . yII 1En ADJUST ELECTRICAL VAULT TO GRADE ( Y SCE) All discrepancies shall be reported for direction immediately to the City. 4TH sT 0 • all ., .. .. °.�".. ., .. .. .. .. 1 ACUT REMOVE EXISTING ATR DEFLECTOR ALL. 10, t t h time of the submittal the Bidder's Proposal the Prime Contractor ll possess n NOTES- contractor licenses, i for and class as ruir b any and all applicable laws with res ect o any n ll o the work WT TO Sc" to be performedunder this contract; Including but not limited o Class "A" License (GeneralEngineering or 1 INSTALL THERMOPLAST4C LEGEND, SYMBOL OR ARROW TYPE IV ( .A. .), Specialty Class "C-1 " license (Earthwork and Paving Contractor) sufficient to cover all the worko be performed the PrimeContractor in accordance with theprovisions f theContractor' License La (California Business n 2 PAINT " SKIP WHITE LINE AND INSTALL CERAMIC BO DOTS WITH pursuant TYPE "G" MARKERS PER Ci OF RANCHO CUCAONGA STANDARD LAN 133. Professions , Section . seq.} and rules regulations to PER PLAN PER PLAN 3 .j 2' INSTALL THERMOPLASTIC 1 " SO LID WHITE STRIPE. EXISTING U TTI C n PLA PAINT " SOLID YELLOW STRIPE. II existing u monuments that .tI disturbed i ro C hall r f r n1 Q `l reset by the City Construction Surveyor inr an i h Section 8771 of the California61 0.l�� Q� 5 INSTALL HYDRANT MARKERS PER CITY STD. NO. 134. Surveyors Act. Found monuments are shown on the plans and describeds follows: �' a A anti �' PER CITY STANDARD NO. 133. y 1•,F 1 W'�' ° INSTALL EXISTING STOP BAR, CROSSWALK LEGEND. (FOUND) 1 " " 1 F.D. 1 I.P. LOCATED T BERYL ST SUNFLOWERT INTERSECTION 1 F.D. 1 I.P. LOCATED AT HILLSIDE ROAD D HILLSIDE COVE INTERSECTION _ w,� w - 7 PAINT " SOLID HITS STRIP WITH TYPE " " MARKERS. 2 F.D. 1" I.P. LOCATED T YL ST AND ITA ST INTERSECTION 1 F.D. 1" I.P. LOCA T HILLSIDE ROAD AND YTON ST. I CTION �--- -- -- ._ PER CITY STANDARD NO. 133. " -- c� ---- -- -.�.. -" -- -- " 1 F.D. 1 I.P. LOCATED T HILLSIDE ROAD AND N. T I RCTiO I ® � INSTALL INSTALL 1 " OLID YELLOW STRIPE. F.D. 1 I.P. LOCATED T A. 109 BERYL ST. " 1 F.D. 1" I.P. LOCATED AT HILLSIDE AND HIT . INTERSECTION Lf0000To '" -- - 00 - F.D. 1 I.P. LOCA D T A. 1+ 0± BERYL _ --- -- -- --= ..f INSTALL SIGN (P ). 1 F.D. 1" I.P. LOCATED AT HILLSIDE ROAD AND KLUSMAN ST. INTERSECTION 5 F.D. 1" I.P. LOCATED AT BERYL ST AND WILSON AVE. INTERSECTION SEE PLANS AND ACK L VISIBLE CRACKS 1/ " OR 10PAINT " SOLID YELLOW STRIPE WITH TYPE "D" MARKERS, 6 F.D. 1" I.P. LOCATED AT STA. 34+42± BERYL ST. LOCATIONS LARGER PRIORTO OVERLAY ( .) AFTER COLD PLA FOR PER CITY STANDARD N0. 133. 7 F.D. 1" I.P. LOCATED AT BERYL ST. AND HILLSIDE R . INTERSECTION 11 INSTALL SIGN ON ST. LT. POST (PER PLAN). F.D. 1" I.P. LOCATED AT BERYL ST. AND S. ALMOND ST. INTERSECTION HILLSIDE RD, BERYL ST TYPICAL CROSS SECTION1 PAINT 4" DOUBLE SOLID YELLOW STRIPE WITH TYPE "D" MARKERS, F.D. 1" I.P. LOCATED AT BERYL ST. AND N. ALMOND ST. INTERSECTION NT PER CiTY STANDARD 0. 133. 0 F.D. 1" I.P. LOCATED T HILLSIDE ROAD AND OOD AVE. INTERSECTION WILSON AVENUE SEE SHEET 7. 1 F.D. 1" I.P. LOCATED AT 1 +95.42 HILLSIDE ROAD 1 PAINT " SOLID WHITE TiP WITH P "D" MARKERS PER CITY STD. . 133. 1 F.D. 1" I.P. LOCATED AT HILLSIDE ROAD AND RAM CT. INTERSECTION 4 PAINT 4" YELL STRIPE O-- AY L' TUN N E CI TAN N . 133. " I.P. LOCATED AT HILLSIDE AND HLLA AVE. INTERSECTION 2 � 0 FINISHED 1 F.D. 1 SURFACE VARIABLE COL PLAN 15 INSTALL NEW LOOPS DETECTOR. (SEE SETAIL ON SHEET 13) U.J= > 0 ' .1 1 PAINT " DASHED WHITE LINE PER CALTRANS STD. 0 AIL 39A. cn w 1 7 PAINT BIKE LEGEND AND' O P CALT TD. 4D.} C-4 57<W cn , STRIPING GENERAL NOTES 1PAINT " LI HIT LINE PFCALT TD. O AIL .2 1. All details and dimensionsfor traffic striping and markings and the installation thereof shall conform % 91IA.C. SURFACE INSTALL 1 SIGN N T. L?. POST.to Caltrans, StandardSpecifications, Traffic Manual, Maintenance Manual and Standard Plans and ity N, Standard plan no. 133, unless otherwise approved or directed by the City Engineer. `n"""%.-., INSTALL R81 & R81AT.J-T. POST. Procedures for paintingof stripinga pavement markings n installation pavements markers ll conform to the Standard Specifications for Public Works Construction and the following provisions. 21 INSTALL R81 & R81 B/ST LT. POST. A. All pavement markings shall conform to the city maintenance stencils, ( . . ) unless otherwise noted. .1 ' COLD 1OVERLAY. � 0 02 INSTALL 1 i POST. B. II conflictingtraffic striping and pavement markings shall be removed y SANDBLASTING. C. Sufficient control points and spottingremovedduringsandblastingshall b replaced prior to install tion0 00 1 of stripin markin .17 COLD , IL HEREON. DATE My (SECTION " " - . RESIDUAL AC LFT BY DESCRIPTIOND. Allcontrol points and spottingremoved urin sandblasting shaII be replaced prior to installation REMOVE COLD PLANE OPERATION striping n markings. PULL DEPTH BUTT JOINT OVERLAY. U L 016,0 OCAM011,1k m^A E. All control points and spotting shall be inspected and approved the City Traffic Engineer prior to install tion of n or replacement stripin and arkin s. COLD SURFACE TITLE SHEET F. All striping pavement arkin s installed on newroad surfaces shall be approvedlow VOC type, 15 mil thick (wet). Installation shall be in two coats with the second a minimumf two weeks after the PROPOSED FINISHED 0.12' A OVERLAY C G MEET PAVEMENT REHABUTATION first, unlessotherwis noted. SURFACE VARIES I .179 COLD PLANESE FINISHED . All thermoplastic stri i andpavement markings shall install in on coat and 10 it thick (dry), 1 ' A.C. FACE E I I VENUE - FROM CARNELIAN ST TO 14009 E/O CARNELIAN Wunless LSON A otherwisenot 0.12' L . I ' • without appropriate striping BERYL ST. FROM SUNFLOWER STREET TO NORTH CITY. LIMIT 111SS1 APPROVED BY: H. Under no conditions ll roadway left over night, weekends r holidays and markings to thesatisfaction of the City Engineer. ... ! CITY ENGINEER 011-1, RC EXISTING AC I. All traffic striping and pavement markings shall be installed with all appropriate permits and traffic control .1 ' A H measures, in accordance with the city and state standards. UFA _ DESIGN PLAN PREPARED BY: REco 0 No. 53672 z M MVA CITY OF RANCHO CUCAMONGA J. Tempoith the rary rt r construction s tri in and markings s shall i Exp. 06-30-11 10500 CIVIC CENT EDIVE DRAWN SkET as ASECTION C and directed by theCity Engineer. corn y T CL LA SURFACE %ISTING AC 1 tall r City Standard Plana. 1_ ► tl- of 3. Street Signs shall a in N.T. . 1 4. Traffic ins shall a install r City Standard Plan o. 401-B. (A A E CU UONLY) CHECKED WiNG N0. NOTE: LEGEND, SYMBOL, LIMIT LINE AND CROSSWALKSHALL BE THERMOPLASTIC. RD2 2269 �. F°- _ M •o 1 - 1 _ 4 C1 1 I w c •N w t 4 r BERYL STREET EASTWOOD AVE RAM COURT 5489 . r 5 5488 41fl 00 k. c _ S 0 1 SB 40+ rr^ to 04 V 00 00 � Ot � 2 co col SAM - a AM 4 HWS 15 49 14 9255 5513 � 5513 24% wV 5512 ROACV 1"=40' HELLMAN AVE HILLSIDE COVE 9 9408 9424 9438 9318 �950314 � .. 1 __ .. _ .... ,.. .. .. .. _ .. _ Lo _. X .. gin.P Q 3 oto0-1 ." Cri r0 3 4+00 25 X00 27+CC28+ u 2�+o� 3o+cc ..._ ._...__ � lim 2 Z14-1 J1 . 2 N C114 c*4 011 _ A _ ® .. I'l Lki pp 0 .1a i N ^W W Ui cn > L13J 55144 9377 9393 9407 9423 0 9315 9361 LAYTON STs 04ILLSEM.'E ROAID AMETHYST ST CONSTRUCTION NOTES: VARIABLECOL N Q ' T .1 COLD UT ADC L(NOTE VISIBLECKS 1/4" 0 E 1OVERLAY)52 9466 8 9480 9494 .1 ' OVERLAY. (NOTE: COLD UT A CRACK L VISIBLECRACK 1/ I T Y} un_ „ X CSTRIPING, AVE ENT KMARKINGS 00 SEE STRIPING P SHE . JUT TOG (MH, A VALVES, A VALVES, METERS AND OTHERTAC .) tAj CONSTRUCT 0.17' ASPHALT G AV AS SHOWN SECTION " " (APPROXIMATE L CTf I L LCT }. DESCRIPTIONREVISIONCRY c43r-1-_CJ 35 , 36-F00 DET Ti- .) _ 4 r �-_--n—_ �-�---. 7 JOIN EXISTING S JOINT D AIL SHEET1} 23 1 ot VARIABLE LDP O ' T .1CITY OF RANCHO CUCAMONGA (NOTE: A COLD P UT AND CRACK L .� VII LEC 1/ I T V YPLAN a. 10 ! 1 45510 > -- 111 FULL ETH LDP .17' HILLSIDE ROAD FILL I DEPRESSIONS I A.C. LEVELINGLI 0 fPREPARATION A TI w> ` OVERLAY. (SEE A.C. PI AIL S .) PAVEMENT REHABILITATION 1� _171KACUT, OV EXISTING U IL .. I 11 CONSTRUCT AC P I T . . 102. INCLUDING AIN{ CURBS COMPLETE INP CE. APPROVED :1 °• 1 ENGINEERCRYCONSTRUCT U "MODIFIED" 2 ( STD. D . 111®3, j° INCLUDING RETAINING CU HORIZONTAL UT, C I • Y; FECOMMEMM PROTECT I .1 L N 1 ' Y. CIVIC10500 NIV f?0AV JUT L TOG D ( Y I ) ADJUST ELECTRICAL VAULT ( SCE) .1 ' COL , SEE AIL N H 1. MVA 2 OF 3 (SECTION " " .17' COLD AIL) HILLSIDE ROAD ir 9623 9593 9603 961. 3 0 p Lie + 1 4 cow 0 4 41 z 2 3 5QD 7-7 __ .. r 7 1 1 _ 0 19+00 0 t r fuv __ _,__ .,_ , zz 1 pp V ._....A __ .. 5505 U) En :. . �� Ver © _ .. _. ---------m—- 5506 4 55071 4 4 L§Q 4 4 pp96L , AVE.MALACHITE ■ CONSTRUCTION NOTES: ' '1 =40' 4 1 VARIABLE COL FROM TO0.12'. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CRACKS 1 O E PRIOR T OVERLAY) ) 2 0.12' ARHM OVERLAY. NOTE: AFTER COLD UTE AND CRACK SEAL VISIBLE CC 1/ GER PRIOR TO OVERLAY) 22+00 m e i 24�00 1 25� c CSTRIPING, PAVEMENT KMARKINGS . .-- � TAlL — . 10-_ _ �c=�-�c��,� Q:� .—� _— .--- _ ADJUST TOG (MH, WATERALV VALVES, AND OTHER APPURTENANCE.) E �� ° 00 � -�"- —��.�.� .__� __m..��....__ CONSTRUCT .17' ASPHALT CONCRETE PAVEMENT AS SHOWN ON SECTION " " (APPROXIMATE LOCATION, IL LOCATE). JOIN EXISTING ( SEE JOINT DETAIL ON SHEET 1) 94 6 819 C. 4 1 9055 9 6 (S 7 4 Q)— VAIAL C L F 01 TO .1NOTE: AFTER COLD OT L VISIBLEC 1/4" O 'LARGERP ! TO OVERLAY) FULL DEPTH COLD PLANE .1 ' LL IN DEPRESSIONS WITH A.C. LEVELING IN PREPARATION OF OVERLAY. (SEE A.C. REPAIR DETAIL ON SHEET 7.) 7 151 SA CUT, REMOVE & REPLACE EXISTINGCu . 11 CONSTRUCT ACCESS RAMP PER CITY STD. NO. 102. INCLUDING AIING CURB, COMPLETE IN PLACE. 12 CONSTRUCT CUR "MODIFIED" TYPE 2 (C ) PER APWA S . 111-- INCLUDING RETAINING CURB & HORIZONTAL CU , COMPLETE IN PLACE. 1 PROTECT IN PLACE. 1 ADJUST MANHOLE TO GRADE ( Y V I 1 ADJUST ELECTRICAL VAULT TO GRADE ( Y C DESCRIPTIONI APPROVM. Atka m^ dk OCAMAv&L@^A C MY OF RANt;mv Cu VN%mm PLAN HILLSIDE ROAD PAVDAENT REHABILITATION FROM BERYL STREET TO ARCHIBALD AVENUE APPROVED BY.- DATE: CRY ENGINEER RCE-o 53672 PSN PREPARED BY: CITY OF RANCHO CUCAMONGA DRAM 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 MVA 3 OF 13 . k SUNFLOWER ST MANZANITA ST CD co CD ICD 1 PRo�c-r EXIST. 4 4w CD 4 4 T:br, Hu s I 7 ' ca w �v cn �, Q rR t A ++� ...Fn OE ..... ,.,..., ....,, . .-. .. .._ _ , I' R N co (� a Q N w i V 17 00 18+00 1 C� �s N t� 26 + 4 25 oa fr 16 �° _I C �Q 2+ Y F `r 1 19+ 200023+00 ( 21 / zz+ao 12 3 o , w !� -SEEN N 1 N a N DET HT , LO U) V) Q cn fla �y 2 '� z .Q T7 G. '� 'q "CY m ." C_ 07;17 3 m L m C'5 Cl CJ ^i ul m rrr rn X _q ] 7Js x w o°Ellm 9062-�11 a� 0 �y z c 1 4 0 s U, 41062-119—at a ' WARNER, 6Y a m m in m n " m ( „r w r M LONGAZO,ROBERT M J 0 X. c m L.3j �' S61<3 REI2Yt �aT o x n n T o m 5645 BERYL ST x z CD t �¢ 4 C r II SHARP RD 13ERVL uzw EY SCMZ: 1"=409 WILSON AVE CD CD co U) r- 4 -r 4 4 4 5 ~ co ECR �* t!) ._. c_. �.. _ cn Q), Ai a 1 N N w . .... ..... ... .: N N f � 4u N 9 . 1 � G+oo 2 +oc� 0 -� � 15.56'' +a Q �a+ ..e.m 2 `w w 1 1 O w N � w` 2 1 .. a N _ N NNIS VI cn C O� - - 4 W to cn� = k wCil © RI 9 cii t co00co A ms`E R V I LE CONSTRUCTION NOTES- VARIABLE VILCOL O .1 '. (NOTE: LPLANE, UT CRACK L � I VISIBLE CGK 1/4" a PRIOR TO OVERLAY) 0.12' A OVERLAY. (NOTE: L , UT � I AND CRACK LVISI L CRACK 1/ " O IO T OVERLAY) REPLACE T IPIN , PAVEMENT K AND MARKINGS . .� t'.. SEE STRIPING PLAN ON SHEET 10 THRU 12. ADJUST T G ( AT VALVES, AS VALVES, ETERS Cuomo" __.. _..d _ . _ _ _._ , __. _.- ._ . _ . _ _ _.___ _,_,_ ____ __._. _ __ _„_ ___ w.._. __ __ _ _ ___ _ __. ___ ____ __,_ ___r ____ .__ . _._ _ __ ___ __ _ ___ __ __ ` . _.._ ___ _ __ __ ___ __._ _ _._ .__ ___ _.__ ._._ ,___ A D OTAPPURTENANCE.) w w t w CONSTRUCT UCT 1 ASPHALT CONCRETE PAVEMENT DATEN ” " CTI FIELD LCAT o � T LO (APPROXIMATE TI } co H 0 N C 1 r N -' � a 38+00 39+00 1 0 ttf} 3�-+CACI H 1 I TI N JO IT AIL �n 2 JI } 2 w � � CRY Of RANCHO CUCAMONGA N A (` ®.. N - 7 VARIABLE COLDPLANE C L UTE C (NOT . LD PLAPLANNE,} VI I L CRACKS 1/4" PRIOR TOOVERLAY) rA „' FULL T COLD P .17' BEM 51KEET in �► _� ua 41 FILL IN DEPRESSIONS IT L LI IPREPARATION 4 4 4 4 Y. (SEE .C. I AIL O H .} PAVMMT REHABUTATIVINI 1 A CUT, EXISTING U GUTTER. l �l C 11 CON TUT C P I TD. 1 2. INCLUDING RETAINING CAPPROVED BY: : ,— COMPLETE I I : 53672 1 CONSTRUCT CU P " IFI " P (C ) STD. . 111-3. INCLUDING II CU HORIZONTAL CUT, COMPLETE I C PREPAREDPLAN BY: 1 OT I PLACE. MVA CITY OF RANCHO CUCAMONGA 10500 0!l1I0 CENTER DRIVE 94(ir "'"m E 7 CA 91730 J3AEFTV& 14 ADJUSTMANHOLE TO RAD ( IZ Dpjm NO c;c0 �� 1 15 ADJ U TELECTRICAL VAULT ( ) 2269 1 S CUT OV EXISTINGAT LCT LL. HILLSIDE ROAD CD C:D CD 5 co 00 (48 ' I 4 I w r 4. ww : 1y 0 `+ _ w _ P 4s 1v 413 a . 'a e s' ° _ t �s I -, � _ 00 x co v 4 00 X V) N mi2 ce' . l wwt' r)w 2 `\ � �- y w rte`` ``\ w __.._...ww_ _ 0.. _ + r° n .. +Ul+ + $ + + +++. .m ..wra 00 2 3 jy) r..N - 0 3�2 +0 L $ + + $ $ + $ + + + + + + + ++ + + 4 4 ;) C4, ..,. -,—_'- CD Ul WA M 70 VE -ME SHEET 2 CAMELLIA CT AMNft �mr HIUSIDE ROAD SCAM I =40 CABALLERO DR CD 5 CD CD CD 8 CD 00 :r»4 QQ `N I K11 /�� 5d00 cv 56+00 � V4(�q �4�QQ 5500 + + + t + $$ + + t + + $ + + ++ + . + + $ + $ + + +u' T•n > 4 ul �� 4 a CD CARRARIST HIDDEN FARM mom 13]EFIVL mSYRMEME7 1 VARIABLE COL N F ' T 0.12'. (NOTE; LD U CRACK L VISIBLE CRACKS 1/4" R PRIOR OVERLAY) 0.12' OVERLAY. (NOTE: A COLD , ROUTE AND CRACK SEAL VISIBLECRACK 1/ " G ! TO OVERLAY) ST. SIGN CE STRIPING, PAVEMENT KI SEE STRIPING PLAN H 1 T U 12. JUST T GRADE (MH, ATE VALVES, VALVES, METERS EXIST. CONC. & AND THEAPPURTENANCE.) T+PLANTERS — CONSTRUCT .17' ASPHALT COPAVEMENT A HQ CIN ' (APPROXIMATELOCATION, FI LDLOCATE). crrf DESCRIPTION OF REVISION EXIST. RET. JOIN ( JOINT IL 1 59 19 7, sVARIABLE COLD N Q 0.12'.(NOTE: COL U LCF VISIBLEC 1/4" G I T OVERLAY) (%;ITY 0 F R A NCO`H 0 C all Jffi C A M 0"No G A � LL DEPTH L .17' rLAN tK !. .... .,....: + ' I I FILL ! DEPRESSION WITH A.C. LEVELING URS I TI v BERYL KNEW ._. __ . 13 OVERLAY. (SEE SC TIOY-Y F L, ) PAVEMENT REHABILITATION I CUT, V C EXISTING CU GUTTER.10 e 13 CONSTRUCT CC P I T . 105—C. INCLUDING RETAINING CURB, ETE Q CLI C .W 2. 0.12' COLD . 1 ' A Y. 2 CONSTRUCT CUR "MODIFIED" ( ) TD. DWG. . 111 -30 APPROVED BY: _ CION A—A A NAIL INCLUDINGRETAINING CUHORIZONTAL CUT, COMPLETE I PLACE. ENGINEERCrrY RCE-e 53672 N.T. • 0.17' COLD P AIL . PROTECT IN PLACE. Y° ADJUSTANHLT ( VI ) CITY OF RANCHO CUCAMONGA (SECTION "A" — .17' COLD IL) 10500 IVC CENTER DRIVE RANCHODIRAWN A , CA 1 1 J ELECTRICAL VAULT ( Y ) MVA 5 OF 13 �� � . LEVELING COURSE+ r .4 ALMONDST 5CD kDCD UlCD 8 400 CDcoco O WQ` . saJwtin Cyw \ I ��1�-O• ,�,:.;.�. C-�- 4��-}.- -•�,�:�.�::� ..6 ® �B® -- - - ^-.�..� � �III,, •. I . -- 4U7 c ��"yNNN 11111 a4 o - _..'• V 4> zV ED cn CD cq 0 70+007169+000Q +(/ 2 t t t f t + t ..... 0 LAJ QjT( Gj 4 C - CD 10 / Fv._ o....... T4 1 T SCAIZ: 199=409 ALMONDST ERVL EXIST TREE A C2' I . CUT PROTRUDING ROOTS CURB AND GUTTER REPLACEMENT DETAIL APPIED ON UPROOTED AND DEPRESSED CURB AND GUTTER A REMOVE REPLACE DEPRESSED O UPROOTED C/G NOTE: CHECK GRADE AND ELEVATIONS TO ASSURE T FLOW PRIOR T CONSTRUCTION. (SEE STD. DWG. 104, A2-8) EXCAVATE AS SHOWN OND AIL, CUT PROTRUDING ROOTS CONSTRUCTION NOTES: FILL AND COMPACT TO MIN. 95% COMPACTION PAVE 4" A.C. OVER COMPACTED C.A.B. 1 VARIABLE COLD ' T 0.12 ( ATH EXIST. GRADE) (NOTE: UT CRACK SEAL VISIBLE1/ " O PRI TO OVERLAY) 2 0.12' A OVERLAY. ( COLD , OUT AN CRACK LVISIBLEC K 1/4" GE PRIOR TO OVERLAY) REPLACE I IN PAVEMENT K A MARKINGS SEE STRIPING a 1 TH U 1 . ADJUST T ( ATE VALV , VALVE AND OTHERAPPURTENANCE.) 5 CONSTRUCT 0.17' ASPHALT C N AV 22' AS SHO 0 SECTION (APPROXIMATE LOCATION, FIELD LOCATE). JOIN EXISTING ( JOINT AIL 1) EXIST. 10' AIL FENCE 7 VARIABLE L N ' T 0.121. (NOTE-. A CLD UT CRACK SEAL 1. VISIBLE CACK 1/ " I T OVERLAY) 0.12' ARH EXISTING AC EXISTING FULL DEPTH .1 ' SURFACE ' ARH CRY 0• NE CV DESCRIPTIONAPLA0.0 COLD 0.12' ARH FILL I I IT Ll COU I EP PLANE 0.12 COLD Alk}PLANE OF OVERLAY. (SEE SECTIO 'owSY Offim RANAmb` CAMA'"GA CUT, REMOVE DETAIL Al ~ CONSTRUCT ACCESS Ci T . 102. INCLUDING RETAINING CU , PLAN COMPLETE INPLACE. CONSTRUCT CU "MODIFIED" (CAS ) PER T . 111- , BEWL STKEET EXISTING AC INCLUDINGRETAINING U HORIZONTAL CUT, COMPLETE INP . PAVMEW 0*'8iMlLffATl0kma TCT I . ADJUST MANHOLE T ( v IO ) FROM SUNFLOWER STREET TO CITY 'LIMIT IALULT A ( C )JUST L C DATE 2-/z-LlJol0_ APPROVED BY: N.T.S. lr .,..:. CITY ENGINEER RCE-0 53672 DEM e* '! F " ., __.._.. N PREPARED BY: �MVA CITY OF RANCHO CUCAMONGA 10500 CIVIC CE_N.T_...E_m R DRIVE DRAW RANCHO CUCAMONGA, OA 1730 MVA 6_OF 1 . ARABIAN DR 4 4 4 "t �`0 ry ` G v a ter g TWATIN Mau ME" Do r SWA 0 BALEwow c rvv 4w A yyryry ryry((qq T6d +g 7 J �@'qq Q B.A 60//yy66ppqq ryry .•, ,•• •. rTI Z_ IZZ1111,1KIZ //Z ..............,,..,,w..nm_«........, .. mow_ .. .........®....... : SPEED X SPEED R"m 0:4 LUT4 LEGEND:co ED, 40gig CARNELIAN ST AVEMUIE 4. wVAL � a o a®a 0.22' FULL COLD ILL v=sul go .1 ' FULL COLD MILL w � �« L P PLA 37 2® PER PLAN PER PLAN 2 •® B � 1 i its 0 uj U.1 — — w c�a Wa 0 0 0 00000 00 X00 call or Wien 0Wilt PME 9Z KLL NU C30�0Q }0 4 -0 0 �00 , ROUTEAND CRACKS SEAL VISIBLE CRACK 1/4" OR LARGER PRIORTO OVERLAY ( .) AFTER COLD PLANE. WILSUN Al"V"ENME TYPICAL CROSS SECT10i T WILSON AVEMUIE CONSTRUCTION NOTES: IPTION OF REVISION 0.12' TO 0.17' ARHM OVERLAY. (NOTE: AFTER COLD PLANE, ROUTE AND CRACK L VISIBLE CRACK 1/4" OR LARGER PRIOR TO OVERLAY) CITY OF RANCHO CUCAMONGA 3REPLACE STRIPING, PAVEMENT MARKERS AND MARKINGS SEE STRIPING PLAN ON SHEET 13 TH U 1 . ADJUST TO G (MH, WATER VALVES, GAS VALVES, METERS WILSON AVENUE AND OTHER APPURTENANCE.) 7 FULL DEPTH COLD PLANE .2 ' PAVDAENT REHABILITATION (NOTE: AFTER COLD PLANE, ROUTE AND CRACK SEAL VISIBLE CCKS 1/4" G I0 TO OVERLAY) FROM CARNELIAN FULL DEPTH COLD PLANE 0.12' APPROVED BY: (NOTE. AFTER CLD N QT AND CK L •. VISIBLE CRACKS 1/4" OR LARGERIO TO OVERLAY) DEM PLAN PREPARED BY: MVA RE7 CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DRIVE DpAvN RANCHO CUCAMONGA, CA 91730 MVA 7 OF 1 .