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HomeMy WebLinkAbout1784-S i FUTURE STRIPING BY OTHERS DURNESS PLACE 0 > � � _ J I I 2' 1018' 01 8 1TRACT / 6128 VICCOMA SELF � m eSTORAGE � PROPOSED STREET UGHT BY OTHERS N Qo o 14' tt' t1' t 1' 11 0' 12' 111' 14 _ lLR18 a -1.N LSIGN R-26(S) SIGN j R-26(S) SIGN i' _ _. -- f► ^�._,- -- - EX. DRWY. R18-1 SIGN ,^ _ _ .r. --- R-26(S� SIGN -- R18-1 SIGN OWE tRtdf � l r \ R18-1 SIGN _ -- �_- - - - ---- - - _=- --- - - - - - J - � 84 � 86 - - - - - - - - - - -R- - - - SIGN 200' �- 86 —i w m r - `- 86 0 0 66 J I rr 260' 65 ---- R-10 SIGN W 1 100' R-10 SIGNa (/) T 100' 7 65 1 V o \„ � 150' 67 66 79 INTERIM_CURB-8+---_ ---- - t � r �' � ~ o NOTES STRIPING AND RIGHT OF WAY 6 66 78 - - TYPE 'H" MARKERS 1 Q o --- N TO BE MNE, BY OTHER a1 — w N o - 77 150' -----+ - cc 76 67 ` lf� 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND - - 6 `, �=I- - �' 6 �� — 84 THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS STANDARD 00 SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD c� - ` _� -- PLANS AND CITY STANDARD PLAN NO, 133, UNLESS OTHERWISE APPROVED -- - - 6(S) SIGN ( R 26(S) SIGN - -- - --- - �- 65 R 26(S} SIGN---" �_ ._�_,•,W_...�.-,_. __.____...,. OR DIRECTED BY THE CITY ENGINEER I R-26(S) SIGN BIKE LANE 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND R-26(S) SIGN INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD R-26 S SIGNS - _" T" - i - SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING O PROVISIONS: WIPWFIRY BUILDING A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, I (S.A.E.) UNLESS OTHERWISE NOTED. \ I •� B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. 4' t 1' 12' ' ' 10' t 11' 11' 1 t' 11' 14'1 I C. ALL CONFLICTING TRAFFIC SIGNS SHALL BE REMOVE AND SALVAGED. BASE LINE. ROA[ I I I ! f I D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND I ( I ULTIMATE CONSTRUCTION NOTES/QUANTITES MARKINGS. ! I 1 E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL FUTURE STRIPING BY OTHERS BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 63 INSTALL R-26(S) (NO STOPPING) SIGN ON STREET LIGHT POST 1 EA F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED PER CALTRANS STD. BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR 65 INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 133 4,540 LF REPLACEMENT STRIPING AND MARKINGS. 66 INSTALL 8" SOLID WHITE STRIPE WITH RAISED PAVEMENT MARKERS 1,300 LF G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD PER CITY STD. 133 SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). SAN CARMELA CT. © STENCIL TYPE 4 LEFT/RIGHT TURN ARROW PER CALTRANS STD. A24A 13 EA INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF Z TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. OO INSTALL 4` SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 26 LF Q 6 H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE •-� \ © INSTALL PAVEMENT MARKERS PER CALTRANS STD. DET. 40A 600 LF INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE CL 33' 3311 NOTED. 22' 22' 11 © INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 600 LF F TRACT I 161; ?8 9 INSTALL R7 SIGN PER CALTRANS STDS. 1 EA I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS Z \ OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE (jj N ®O INSTALL R18-1 SIGN PER CALTRANS STD. 2 EA SATISFACTION OF THE CITY ENGINEER. m INSTALL 12' SOLID WHITE STRIPE PER CITY STD. 133 350 LF J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN PROPOSED SIGNAL i 4 INSTALL 6" SOLID WHITE STRIPE PER CITY STD. 133 800 LF ACCORDANCE WITH CITY AND STATE STANDARDS. p R-26(S) SIGN WITH LIGHTING, SEE R18-1 SIGN R-26(S) SIGN DETAIL SHT. 4 X FUTURE R/W 6 INSTALL 6" DASHED WHITE STRIPE PER CITY STD. 133 800 LF __r------ - ...., FUTURE CURB do GUTTER ® K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN C �, OIKE LANE R-26(S) SIGN R-26(S) SIGN FUTURE RIGHT TURN POCKET ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE 235' PER CALTRANS DESIGN MANUAL (TABLE 405.28) CITY TRAFFIC ENGINEER. ��RR - - - - - - - - - - - - - - - - - - - - - 6380 � V - -- �� 83 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A Q Z. _L__. 67 66 80` \ 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B Z LLj TYPE 'H' MARKER 100' \ \ SNE�P TO TYPE 'K' MARKER 83 \ \ 0 RR_ « 89 '- 100 67 o F� 140' 0 6 p Q65 6 - 66 65 6D' ots 6 66 -J Z '- 100' - _ ♦�RR ___L_— 8 0 �_ 91 6 0 - 100' TYPE 'K' MARKER EXIST. MEDIAN _ ` ` Z to 84 zo - ------ -86 - - -- - --� - - - ---- - 86 - - --• -`_- �, � ` - - - - - - - ' 65 ' EXISTING CURB & GUTTER R-26 S SIGN r - II'-R-26(S) SIGN R-26(S) SIGN —" - BIKE LANE R1.8 . 1 SIGN 66 - - - - - - - - - PROP. R/W 67 NO. DESCRIPTION OF REVISION DATE CITY wrNERYeuILDnrG L- ------------ --- --- - - -- - - - - - _ _ - - _- - -1 \ `� SCALE 1' =40' APPROVED: w w4LL - _`' FUTURE C L-� R-26(S) SIGN �__, URB do SIGNAL- PROPOSED I R18-1 SIGN GOER -f - s �� WITH LIGHTING, SEE -- — , , — — CITY OF RANCH 0 CUCAMONGA Q W WI J DETAIL SHT. 4 - ` - �� ZZ % , ULTIMATE SIGNING & STRIPING F= QFESS/ IMPROVEMENT PLAN J C) � `` oQ� 0�9� �� �o TRACT N0. 16128 cp oc��Z 00 II ; BASE LINE ROAD w No. 052496 m BASE LINE ROAD 'c Exp. 12-31-02 * STA. 74+93.02 TO STA. 90+30.00 N CIVIL ---- — -- - - - -- -- - -- -- - T 'TFC APPROVED BY DATE: I Co T DIAL TOLL FREE CITY ENGINEER RCE 0 _24953 -- _ - . DESIGN RECOMMENDED 1 -800-422-4133 CITY OF RANCHO CUCAMONGAt :' ■O R f t S.W%3 RedAal Ara r ELEVATION1300.686 FT (396.449 M) -_ __ __ AT LEAST TWO DAYS BENCHMARK NUMBER 10051 (1987 LEVELING) R.C. W'wr C0 Z --._ _.. - _ oORICM Irvine.CA 9261 BEFORE YOU DIG .�.0,9 251:R�1 SHEET Y BRASS DISK IN CONC. CURB STAMPED 'CITY OF DRAWN IC"u 122 W 9,492510516 RANCHO CUCAMONGA BM 10051 1987 AT THE NORTHWEST CORNER OF BASE UNE ROAD AND D.L. �vr p y t YGINEERS SURVEYORS R UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. - -- - ---- 8_-OF__ 8 __ __ AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED �� DRAWING N 0. Q OF BEGINNING OF CURB RETURN. RCE NO 052496 _ --77 QQ - _ DATE — _ 1°1� FILE NOP64-3 PROJECT PROJECT SHEET NO. OF �.�4000s'��MNLANs`,slho� - 15-)001 DURNESS PLACE 01 60, I 12 18' 1 12 I I doCTOMA SELF SUM RHELD 7R. 1 0 7H STORAGE VR CT H 0. 1612 0 -t o I { Q II I I PROPOSED STREET W i � I LIGHT BY OTHERS ( EXIST. DWY. 6- --- - - 6 -- - - — — F-- PROP. Ehl _ - 80 5 3 W — W =-- - �P3 80 63 - - O PROPOSED FHS. _.__ _ R�6 _- EXISTING FH � f..,.67 `� 66 k�67 � t00' �J„� Cly - ._. - - 67 EXIST. ST. LIGHT, so____ --�{ 66 tlL_ p :::= 82 (RT) 5 85 J W M (RT) 5 85 _ - -_ t = 7 71 TYP.100' O 70 82 _ 8G -- - - -- t - - - (� o 7 78 79 85 O 68 TYP. --� o ---- UB YELLOW—%\YELLOW-� ___ _ EXIST. DO � 76 _ 00 - -- .r•� 77- 1 � — I 8 �_ �"' EXISTING FH FUTURE CURB --- 98 43 _ CD 63 _�—. __ ---- ---T—-- PROPOSED FH 63 __.�.�. __. - EDGE OF EDGE OF 63 I - PAVEMENT PROPOSED�FH m � _ -. �C"D" nAo Ifs I wimrpy ouim"In., ----------- -J \� o Ln NOTES I CD CID < I I 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND m c THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD m II SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD oro o PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED I < (( OR DIRECTED BY THE CITY ENGINEER. 0 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING INTERIM CONSTRUCTION NOTES/OUANTITES PROVISIONS j BASE LINE R A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, I 63 INSTALL R-26(S) (NO STOPPING) SIGN ON STREET LIGHT POST 20 EA (S.A.E.) UNLESS OTHERWISE NOTED. PER CALTRANS STD. B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE 64 INSTALL CLASS I, TYPE E FLEXIBLE GUIDE MARKER PER CALTRANS 8 EA REMOVED BY WET SANDBLASTING. STD. A73C I C. ALL CONFLICTING TRAFFIC SIGN SHALL BE REMOVED. 65 INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 133 2,300 LF D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE 66 INSTALL 8" SOLID WHITE STRIPE WITH RAISED PAVEMENT MARKERS 1,020 LF AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND PER CITY STD. 133 MARKINGS. © STENCIL TYPE N LEFT/RIGHT TURN ARROW PER CALTRANS STD. A24A 13 EA E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL 68 INSTALL TYPE "H" MARKER (TYP.) PER CITY STD. 133 14 EA BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 550 LF F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED 71 INSTALL 12" SOLID WHITE STRIPE AT 45' ANGLE AND 50' O.C. 14 EA BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR Z REPLACEMENT STRIPING AND MARKINGS. Q © INSTALL TYPE "K" MARKERS (FLEXABLE) PER CALTRANS STD. A73A 3 EA J O5 INSTALL R-10 (ONE-WAY) SIGN ON 4' HIGH POST PER 2 EA G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). CALTRANS STD. INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF �.. © INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 2,000 LF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. Z SAN CARMELA CT. SCALE 1"_-40'40' 8 H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE CW (BY OTHERS) 0 INSTALL R34-2 SIGN PER CALTRANS STD. 1 EA INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE G T PA CT, 16128 628 I I I I 6INSTALL R7A SIGN PER CALTRANS STD. 1 EA NOTED. iui I I \ ' ®0 INSTALL R18-1 SIGN PER CALTRANS STD. 8 EA I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS 6( I ( 7 (50 69 70I 7 3 33 ® INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. 134 10 EA OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE 0 I I \ 11 22' 22' 1 SATISFACTION OF THE CITY ENGINEER. \ I ® INSTALL SIGN POST PER CITY STD. 401-B 7 EA J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN - - ACCORDANCE WITH CITY AND STATE STANDARDS. — I- K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN Z L 0 7 o LD ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE Z PROPOSED FH— —— _— —— —— — CITY TRAFFIC ENGINEER. 0 6 8 6 63 \' "- FUTURE R/W 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A (n �� EXISTING FH - - FUTURE CURB & GUTTER � . 67 � � � ___._r - - 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN N0. 401-B O m 80 85 r W Q Z � –�I � �— 7 � _ -- ,�` � DIAL TOLL FREE I W J 8(� - 65 -� EX. STREET UGHT TO BE too' ® � J ST .`LIGHT Z REMOVED AND RELOCATE '" 1 -800-422-4133IL — o U �' 87 t 40 9 ExfsT. Bh SOLID Lr s 7 -►� t o' — 8 `_o - - - W HITe STRIPE _^ 60' __EXIST. cuRe _ _'�- `1 AT LEAST TWO DAYS - - \ O �" 68 TYP 65 66 "' 67 - 8 _ EXlST. " _ G BEFORE YOU DIG CITY '-�� No. DESCRIPTION OF REVISION DATE (n APPROVED: 100' SER—� O - - _ 4 DASHED W 1 + Q = 71 TYP. 10' - HME ` UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA tt') ` O 66 _ EXfST. _ STRIPE "�`- MEDAIN _�� CIT-Y OF RANCHO CUCARIONGA — Q �- EXIST. q" 92 __ EXIST. N EX R/W 63 EXISTING FH 6 - _— EXIST. 4' SOLID WH _- _HED INH/TE STRIP SOLID wH�E INTERIM STRIPING & SIGNING IMPROVEMENT PLAN UJ 63 - - �� ITE PE 64 TYP. E '� _ STRIPE - - - - - - - - - - STRIPE ti Z 63 80 PROP. R/W �r - _ -___` �' Q �C 9� TRACT NO. 16128 - �z_ — WINERY BUILDING 1 ------ - - ------- 63 8085 -—o �-z - ( c^ WALL - - - - -� w �� EDGE OF PA M N= _ a�P Fti= BASE LINE ROAD W �__ Z EXISTII G FH Rjr. CURB _ - I J `/� � No. 052496 I zN u '---_______,�EX. R/_ ` ` * Exp. 12-31-02 * STA. 74+93.02 TO STA. 90+30.00 N I lR91HFRYI BUILDING —� Z � W'`-- a `� \ 9'Fc cAE�� APPROVED BY DATE: ��� '_ co L + _ CITY ENGINEER RCE N 24953 — - - I I 00 ± �`1,--e._` \ DESIGN -- RECOMMENDED II �� CITY OF RANCHO CUCAMONGA MOtf@ 173"ledhM Av O �- BENCHMARK NUMBER 10051 (1987 LFVEI ING) ---—.--R=C'' #e o O.r c r w.;,K,CA V2614 — \065," -— BASE LINE ROAD ELEVATION: 1300.686 FT (396.449 M) _ — --- -- e Vose-9�4 25::15D61SHEET I � 2' BRASS DISK IN CONIC CURB STAMPED -CITY OF DRAWN '� �%- = '� �' sc"uir■ FAX wvtslosle —_— RANCHO CUCAMONGA BM 10051 1987" AT THE NORTHWEST CORNER OF BASE UNE ROAD AND D.L. P E R 5 E N GIN E ERS SURVEYORS SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. — --- __—- -- -- - - — _-- "7---: OF-- 8 AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED _ - DRAWING N 0. OF BEGINNING OF CURB RETURN. RCE NO 20596 DATE _ 4 Q1 — FILE NO J78 -S _ PROJECT SHEET NO. OF : 40006\iMI'IANS�SIPO� - 15 tool