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Home My WebLink About1617-S I FUTURE SEE TR. 12659-3 CERVANTES PLACE �FUTURE� BENCHMARK: / ) ULTIMATE STRIPING AND SIGNING NUMBER 149 CHIS '❑' ON BOTTOM OF CONCRETE STEP \J A I AN r U ND E V r I`)r E D PLAN S H T. 9B IN FRONT OF HOUSE NO. 13108 NORTH SIDE OF SUMMIT AVENUE 0.25 MILES WEST OF EAST AVENUE. Q � 11+00 12+00 13+DO N _ 14+00 15+00 16+00 17 00 18+00 "' 20+00 ' 19+00 21 00 END OF T E co Pte. IMPROVEMENT .1 v Spy P.�c O WILSON AVENUE 0 w + Z j\jl T_R 0 P 0 L I T A N (V = U Z F- oQ Q \IV DJC Tr' I r - _- -- -- �) Ltd W —� 62. 13' 39.98' 73.00' 92.12' 80.00' 80.00' 80.00' 80.00'— tt� _ 001 10 9 8 7 6 5 4 11 EXISTING W3 (LT) AND T W6 (15 MPH) j ETIWANDA NOTES . FUTURE SEE TR. 12659-3 TO REMAIN ,r AVENUE 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND ULTIMATE STRIPING AND SIGNING I � THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLAN S H T. 913 PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED �.� OR DIRECTED BY THE CITY ENGINEER. I EXIST. CHEVRON ALLIGNMENT 7� 1� 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND PLATES TO REMAIN 4 \ INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD \ EXIST. 4" WHITE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING -EDGE OF EXIST 35 PROVISIONS M kh�e ��o,�, 12 4 46� DEXIST.OUBLE"YELLOW 44 a, EXIST. A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, LOW 22+00 x ,P 1 (S.A.E.) UNLESS OTHERWISE NOTED. O + 23+00 ti �L 24+00 25+00 27+00 9 2s+oo 0 1 �s O I 45 (LT) 2 00 35 29iOC 30+00 B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE O of- - 46 + REMOVED BY WET SANDBLASTING. EXIST. MEDIAN 15 0 __ EXIST. MEDIAN �_ --- - - - -- --- -- — - --- 3 - O C. ALL CONFLICTING TRAFFIC SIGN SHALL BE REMOVED. -! EXIST. 4" WHITE O N = ~' O W D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE Z WILSON AVENUE 46 bO ? AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND O Q45 (LT) + J MARKINGS. _ -------------- ____ _____ -- ------ - - - - ———— O - ---------- -- -- - ;\�� 15 M = E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL ` 15 33 EXIST. CURB AND GUTTER Z � BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. (n O Q r )r, \ WATER (`1 I )I F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED \�]r J TIS PJ r��J�) ,�11 r� r r T �J�J rrlJ( r Q BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR � REPLACEMENT STRIPING AND MARKINGS. M G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD 2052.02' SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). 80.00' 80.00' 82.86' bOlO[',' 100.62' 91.13' -- -- INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF LO 91.13' 200.12' 90.00' TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. co H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE T 3 2 1 15 14 1 3LOT B INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE NOTED. N 1. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS . OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE CONSTRUCTION NOTES QUANTITIES. SATISFACTION of THE CITY ENGINEER. ESTATES 12 INSTALL WOOD BARRICADE PER CITY STD. 131A 1 EA J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED a: WAYWITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN 0 15 INSTALL STREET CLOSURE SIGN R11 AND R26E PER DETAIL ON SHT. 5 2 ACCORDANCE WITH CITY AND STATE STANDARDS. LIL 300' IV EXIST. CHEVRON ALLIGNMENT 33 INSTALL R26 (NO PARKING) SIGN PER CALTRANS 5 EA K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN PLATES TO REMAIN TRAFFIC MANUAL ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE SEE INTERIM SIGNING AND STRIPING PLAN 'E 1 1 34 INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA 4 EA CITY TRAFFIC ENGINEER. Q _— -- -- _— STD. 133 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A1\ 42 (RT) -- 0 a. INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 390 LF z 4 EXIST. 4" EXIST. CHEVRON ALLIGNMENT 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B - ------------34 -----� ----__-- DOUBLE YELLOW PLATES TO REMAIN ------------------- ------------------ 48 -------------------- 37 INSTALL TYPE "K" MARKERS (FLEXIBLE) PER CALTRANS STD A73A 2 EA EXIST. - -- - - - --- DASHED YELLOW I z 31 t OC i 38 INSTALL CHEVRON ALIGNMENT SIGN PER CA' BANS STD. W81 3 EA 0 20 40 80 160 30+00 32+0C 33+0034100r _35�00 ---- - - - - - -- - -- - - -- L��/ -- - I -- I 42 INSTALL W3 (LT) OR (RT) AND W6 (15 MPH) SIGN AND POST 4 EA - - - -- - -- --- - - - v EXIST. MEDIAN _ 3 PER CALTRANS TRAFFIC MANUAL O - ------- 35 I - - - - --- -- -- - - - ---- ------ ___ __ -- -_ - _- _ _ - - 3845 (RT) O 48 ----—------------ ---- - ----—- I 43 INSTALL C30 SIGN PER CALTRANS TRAFFIC MANUAL WITH 2 EA _ 42 (RT) 48 46 �� 1 38 TYPE III BARRICADE O W _ 135 + Z WILSON AVENUE EXIST. CURB AND GUTTER 36" DELINEATOR WITH 12" IN `r i 45 INSTALL TYPE "N" MARKERS AND POST PER RANCHO CUCAMONGA 3 EA w O J - ------- - - -------- - _ ----------- - --- --- ------t__(9 - REFLECTOR AND GLUE DOWN TYPE / I`,p\ ��5, 46 STD. 133 PER CATRANDS W57(L C MANUAL) AS NOTED WITH (FUTURE) W56 -- - - - - - - - - - - - �. -------- BASE AT 10 FT O.C. (TYP.)- - - - X. � 46CITY OF RANCHO CUCAMONGA z EDGE OF IX. 33 Z 4 (RT) PAVEMENT l(>, I 46 INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 1,870 LF Q�pFESS/p w 0 r - REMOVE EXIST. STRIPE/PAVEMENT MARKING. 1,320 LF QO�� C. �� INTERIM STRIPING PLAN FOR Fa- ,\J]r J r-r T�0 PD L J AJN VV A-�r T`; D1.Sj1TT�JrT 1 w 48 REMOVE EXIST. ADVISORY SIGN 5 EA � "' No. 20596 �, TRACT 12659-3 � Q ZI * Exp. 9-30-01 w �9T WILSON AVENUE z F LIF 0.00' 76.00' 90.00' 120.08' 90.9„ 184.01' -- Q I W3ILT) AND OF CAO 0c 0^0 W6 (15 MPH) - TO REMAIN APPROVED BY DATE: F io _J Q I CITY ENGINEERRCE No — '- 1 1 10 9 8 7 6 10 i _ DESIGN p r6a coNauc riNe IAC.- 4 , REC MMENDED CITY OF RANCHO CUCAMONGA ` A.K.C. scNurz �-',!- �/: L I I BENCHMARK: SEE ABOVE RIGHT DRAWN SHEET _� CEANNING ENGI ERING SURJEYNlG P A.K.C. 9A—OF-9— Ll.l CRY CHECKED RCE NO _ DRAWING N0. DESCRIPTION OF REVISION DATE 2059s APPROVED S.C.M. DATE FILE NO �6�7 3 PROJECT SHEET NO. — 9A OF — 9 36908\SIP\S7RIPEA 2/3/98 I CERVANTES PLACE (FUTURE) BENCHMARK: NUMBER 149 CHIS 'Cl ON BOTTOM OF CONCRETE STEP UND r V r L J 1-r-�E D IN FRONT OF HOUSE NO. 13108 NORTH SIDE OF SUMMIT AVENUE 0.25 MILES WEST OF EAST AVENUE. ul ____ 7 __ - - > i•. � 46 Q37 11+00 12+00 13+00 r., 14+00 100 + - 15+00 16+00 3 17 00 8t 00 19+00 20 00 END OF r" 140' 10, --- + i 2 +00 P� IMPROVEMENT ni %..* 1.11 Pte. 10' 140' roll! O 3 \pkp�.01 3 O \�•� O W 31 45 (LT) WILSON AVENUE 30 + z 33 33 33 -�� 10' N = Z t•- O Q Q j\-/]TF P L J TAN <1 a .. 11 - rte DlF,�- rte - 62 39.98' 73.00' 92.12' 80.00' 80.00' 80.00' 80.00' i Ltl Q � i1 56 _ 10 9 8 7 6 5 ' 11 4 SEE TR. 12659-3 NOTES FUTURE STRIPING WHEN INTERIM STRIPING AND 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND WILSON IS EXTENDED SIGNING PLAN S H T. 9-A THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED REMOVE MIST. CHEVRON / \ OR DIRECTED BY THE CITY ENGINEER. ETIWANDA 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD AVENUE -—-------------------- SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING I EDGE D E�OF EX 46 aPROVISIONS: 0 2 1-A 23+00 100' 30 24+00 25+00 26+00 ° 44 28 00 A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, O 27+00 29th 00 - - 30+00 (S.A.E.) UNLESS OTHERWISE NOTED. X10' - ---- --- ---°J ---- - - - - - - -- - ---- - - + Z 10' �� EXIST. MEDIAN ,, EXIST. MEDIAN B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE r-' 44 140' `- --- - - - -- ----- - ---- 0 REMOVED BYWET -� 32 O N WILSON AVENUE 3, ^ � z_ Q W C. ALL CONFLICTING TRAFFIC SIGN SHALL BE REMOVED. Z � �" a, O -- ____________ + J D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE --- - ---------- - - ----------- - -- ---- O AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND 33 33 ------ -- Q 33 ��,�� T � M = MARKINGS. F- �� 33 EXIST. CURB AND GUTTER (� O ~Q E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED J\/J r rr�J PC)LIT��J�J ��/r� r r F� DJ� rr�Jr r M � BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR ' -- -- 2052.02' REPLACEMENT STRIPING AND MARKINGS. 80.00' 80.00' 82.86' 60j00' 100.62' 91,13 -- -- -- -- G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROADLO 91.13' 200.12' 90.00' SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). co INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. N 3 2 1 15 14 13T LOT 8 CONSTRUCTION NOTES / QUANTITIES: H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE Ln NOTED. a: I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS ESTATES 30 INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 133 4,680 EA OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE WAY 31 INSTALL 8" SOLID WHITE STRIPE PER CITY STD. 133 280 LF SATISFACTION OF THE CITY ENGINEER. 0 J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED U. 32 STENCIL TYPE 4 LEFT TURN ARROW PER CALTRANS STD A24A 3 WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN 77 33 INSTALL R-26 (NO PARKING) SIGN PER CALTRANS 11 EA ACCORDANCE WITH CITY AND STATE STANDARDS. TRAFFIC MANUAL z SEE TR. 12659-3 INTERIM STRIPING AND SIGNING PLAN SHT. 9-A K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN FQ : : : 34 INSTALL TYPE "H" MARKERS PER RANCHO CUCAMONGA 14 EA ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE 1 -- -- -- _— STD. 133 CITY TRAFFIC ENGINEER. 0 35 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD 133 240 LF 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A Z L _________ 3� INSTALL TYPE "K" MARKERS (FLEXIBLE) PER CALTRANS STD A73A 3 EA --- 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B z30 OC 31 i 00 �, 32+00 33+00 I M 44 INSTALL R-10 (ONE-WAY) SIGN ON 4' HIGH POST PER 3 EA 0 20 40 80 160 34+00 35+00 36+00 I FCALTRANS TRAFFIC MANUAL a. - -- - -- ----- ---- -- - - - -- - MO --- EXIST. MEDIANW3 RT) AND ------- - - - - - - ---- ----- 35 I (. 45 INSTALL TYPE "N" MARKERS AND POST PER RANCHO CUCAMONGA 2 EA `` cr------- -.-- --.-------- _ - - - - _ - --_ _ _ W6 15 MPH � _� I h STD. 133 AND W-57(LT) OR (RT) AS NOTED WITH (FUTURE) W56 ) O ------------------------------------r PER CALTRANS TRAFFIC MANUAL � 46 , I O W 1 I I 46 INSTALL 4" SOLID WHITE STRIPE PER CITY STD 133 100 LF + z WILSON AVENUE EXIST. CURB AND GUTTER EDGE OF EX.--N I 49 REMOVE WOOD BARRICADE 1 EA I.0 OJ - --- ----- "- ----------- - --- - - - - - - - - - - - - - - - - -----------� ----- ---- - ---------------PAVEMENT - _ - CITY OF RANCHO CUCAMONGAZ U W3 AND Z O W6 �RT) 15 MPH) _ Q�pf ESS�pN w a \ Z o q� ULTIMATE STRIPING PLAN FOR `` 41 IBJ_ . rROPOLJ AI J V A rr F� DJ.j 1-"RJr r I Qc) s — TRACT 12659 -3 Q No. 20596 r" m I I * 9-3 Exp. 0-01 WILSON AVENUE z I I I I EXISTING CAL�� O -- 1 90.97' 90.00' 20.08' 184.01' — I 0 _ I W3 (LT) AND 094 Z I � - " W615 MPH) APPROVED BY DATE• �f J CITY ENGINEER '- I a I RCE N O 24953 11 10 9 8 7 6 1 I DESIGN CITY OF RANCHO CUCAMONGA RECOMMENDED s coNsuc riNe -- - - - I W I A.K.C. � - I I BENCHMARK: SEE ABOVE RIGHT 1 SA.mo M D'�' w,,w a,z�,a EM xf,-ae+e DRAWN PLANNING ENGINEERING SURJErN- SHEET A.K.C. _ 913—OF 9 DESCRIPTION OF REVISION DATE C� CHECKED RCE NO 20596 DRAWING N0. APPROVED S.C.M. DATEFILE NO �6�7-5_ WA PROJECT SHEET NO. 9B OF _'_9____ 36908\,SIP\\STRIPEB 2/3/98 l