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HomeMy WebLinkAbout1726-S DURNESS PLACE 60' i I j 0, 0, I II = I I I 12' 18' 1 12 o I f o d�C 70MA SELF sum RHEL� YR. 1 075-� ��o�a�� �� ° C�� �lOo o �6�2� N I > I I I ( PROPOSED STREET W LIGHT BY OTHERS I i m i __ EXIST. DWY. ----- _ Y - --- -- W 3 0 - �- - _ - 3 - 3 85 W _ }- 63 80 I \ 5— PROPOSED EXIST QST. LIll EXISTING FH 00, 100' m >_ 6 66 Z (RT) 5 85 PROPOSED CURB J W (66 (RT) 5 85 . ^a 66 71 TYP.100' 82 90 _ - - - + --- - --- ,fir O N = 0 79 __ t PROPOSED CURB PROPOSED EDGE OF PAVEMENT �'" O 77 50' O.C. TYP. 88 78 - _ ��� PROPOSED EDGE OF PAVEMENT 86 200' O.C. TYP. EXISTING DOUBLE YELLOW----- ---- -- ----- c _ --- c EXIST. DOUBLE YELLOW - _ _ ---- -�1-- ---- - �. I 0 EXISTING 4" DASHED WHITE STRIPE �� EXISTING DOUBLE YELLOW EXISTING 4" DASHED WHITE STRIPE�1 ` - — _ _ N — Q 8600 -.,-.N - — .— � EXISTING 4" SOLID WHITE STRIPE EXISTING 4 SOLID WHITE STRIPE 98.43' __._--•-._- - -— —-- —-- _ 6o — ....___.�.>.�..� .�. � ——--—-- — — ._._..�.f —•-� ---__._."___._.___ tel;',/" - h �EXISTING EDGE OF PAVEMENT _ -- -- - EXISTING EDGE OF PAVEMENT EXISTING FH I EDGE OF PAVEMENT R.D.A. � ! II WIHFPY BUIEDIRC to Ln L -----------j C) �� E NOTES W z 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND FTI THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD Z SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD ES7 o PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED 0 OR DIRECTED BY THE CITY ENGINEER. 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/QUANTITES PRovlsloNs: BASE LINE ROAD A. ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, 63 INSTALL R-261 (NO STOPPING) SIGN ON STREET LIGHT POST 9 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 C. ALL CONFLICTING TRAFFIC SIGN SHALL BE REMOVED. 65 INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 133 1,150 LF D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE 66 INSTALL 8' SOLID WHITE STRIPE WITH RAISED PAVEMENT MARKERS 800 LF AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND PER CITY STD. 133 MARKINGS. ® STENCIL TYPE IV LEFT/RIGHT TURN ARROW PER CALTRANS STD. A24A 11 EA E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL 68 INSTALL TYPE "M MARKER (TYP.) PER CITY STD. 133 8 EA BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. �0 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 550 LF F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR Z 71 INSTALL 12' SOLID WHITE STRIPE AT 45' ANGLE AND 50 O.C. 11 EA Q REPLACEMENT STRIPING AND MARKINGS. © INSTALL TYPE "K" MARKERS (FLEXABLE) PER CALTRANS STD. A73A 4 EA J G. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD O5 INSTALL R-10 (ONE-WAY) SIGN ON 4' HIGH POST PER 2 EA SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). a. CALTRANS STD. INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF © INSTALL 4' SOLID WHITE STRIPE PER CITY STD. 133 700 LF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. Z SAN C A R M E LA CT. SCALE 1"=40' ® INSTALL R34-2 SIGN PER CALTRANS STD. 1 EA H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE W (BY OTHERS) INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE TRACT 1 f 12 INSTALL R7A SIGN PER CALTRANS STD. 1 EA NOTED. W ' I III 6 , II11 � 3' 33 ®0 INSTALL R18-1 SIGN PER CALTRANS STD. 7 EA I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS 0 C5o 6 I C50 7 66 69 70 �� � ® INSTALL REFLECTIVE HYDRANT MARKER PER CITY STD. 134 7 EA OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE ' I I \ 11 22' 22' 1 SATISFACTION OF THE CITY ENGINEER. a \ I ® INSTALL SIGN POST PER CITY STD. 401-B 8 EA J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED © INSTALL CLASS I, TYPE G FLEXIBLE GUIDE MARKER PER CAI-TRANS 3 EA WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN STD. A73C ACCORDANCE WITH CITY AND STATE STANDARDS. ♦rt INSTALL TYPE R17 SIGN PER CALTRANS STD. 3 EA K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN Z LOY 0 133 3 EA 8 INSTALL 12" SOLID YELLOW STRIPE PER CITY STD. ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE Z PROPOSED FH ® CITY TRAFFIC ENGINEER. 'R �---- - _ -- - --.__...._. v 63 8 3 E ISn4113 �I� FUTURE R/W 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A (n L FUTURE CURB & GUTTER ._ 67 7 EXISTING EDGE OF PAVEMENT -- `� 6 80 "`--- 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B O� 8 80 85 W 66 �' .� _ PROPOSED CURB 1 a W Z — EX. s EET LIGHT TO BE ,00. ©� _ ~``` :-sr ,LIGHT DIAL TOLL FREE Z �iJ J 8 __= - - 65 PROPOSED AC BERM - � \ REMOVED AND RELOCATE \ w _ n —800-422-4133 _ _� - � _ XIST. 'OLID _ 1a 4 89 E -' V PROPOSED EDGE OF PAVEMENT ? 68 TYP. __- 70 �, 10' 8 0 - _ N'HlTE STRIPE 60' EXIST C `� AT LEAST TOMO DAYS - 0 — URB - 86 -- — 82 — & C BEFORE YOU DIG CITY 66 67 8 EXIST -� co --_ R �.� No. DESCRIPTION OF REVISION DATE O Q - 90' ___ _ _ --- - 4 APPROVED: + - -- 91 _ WHIT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ^��EXISTING 4" DASHED WHITE STRIPE �-+� -- -__ E STRIP CC _. ^__ EXIST. EXISTING DOUBLE YELLOW LINE_ _-- - -- �' MEDAIN ` - _ E -� `�— CITY OF RANCH 0 CUCAMONGA — H EXISTING 4' SOLID WHITE STRIPE - DASHED �- ---- 9 EXIST 4' `\ ���, _ HED WN�E -_SOLID WN �_ INTERIM STRIPING & SIGNING IMPROVEMENT PLAN EXISTING FH SOLID - STRIPE -- _ -- -- -- _ E ALL EXIST 4' WHITE STRIPE 64 TYP `--� IP -- RE STRIP F =t_ - - - - - F PAVEMENT - - - - - - - - - - PROP. R/W�� —F -` _ `' _ Q�OF SS/ TRACT NO. 16128 ? EXISTING EDGE 0 � ""- � � -- � � � ON� ! —oc2� f WINERY ILDING L---- B D ------------------------------- 93 ���, Pip J. ��, �2 —i W W ;ISTI c FH . ��_��� EDGE OF pA ,�_ _ _ �� �z ASE LINE ROA Z Y e _��FLIT CURB No. 052496 m I ZW -_______tea R/W , , * Exp 12-31-02 * STA. 74+93.02 TO STA. 90+30.00 N I WINERY ®UId®0�� Z� �. � o q�FOf CALIF APPROVED BY - DATE: 8 ��! \ \ CITY ENGINEER _ 1;AL RCE N co n O _24953 . DESIGN RECOMMENDED 0 CITY OF RANCHO CUCAMONGA Mo.s17)TORedhiflAve ^ ' `�'` BENCHMARK NUMBER 10051 (1987 LEVELING) R.C. 14, 3C �A� ��� �� ` ELEVATION: 1300.686 FT (396.449 M) — --- oo■1cH CA 97614 7 BRASS DISK IN CONC. CURB STAMPED "CITY OF DRAWN 1111.i ,; „ ' vw<r vw nl eeTi SHEET sc rl Uir: FAX ,9TsI-os It RANCHO CUCAMONGA BM 10051 198T AT THE �._ NORTHWEST CORNER OF BASE LINE ROAD AND D.L. v A IN r v s IN G i N E E R S s u R v E r 0 Rs - ----- SWANSON PUCE 0.25 MILES WEST OF ETIWANDA AVE. 'LL -- -OF__- ___— AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED DRAWING N O. OF BEGINNING OF CURB RETURN. RCE NO 20596 DATE _ cr 1 ' f5 'rr/_ FILE NO 17 26 -5 I PROJECT SHEET NO. OF . �40006,!MPLANS`vSIP 10- 12-2001 i i i LLJ R 2A J I II 2 j 1 V�CCTOMA SELF � A M a O n 2 x - s r rs_ .Iii i { `"-„4a f 1 m I� e eBROAD ` ��OIFSG�1�15 .. Y II 11 W66 SN�Uvil�vllERHEL�D� YR. 16875-1RACY T w I Q I I II - w---- ---- �- __..------- --------------- — EXIST. DWY. 0 no 46 p1 100, EXIST. ST. LIGHT �, _ mW W 1 i z 3 N _ i 100 31 (RT) 44a EXIST. g' SOLID WHITE STRIPE 30 34 - --- 5 110' 79 80 --- -- - --- - - - + __ --- � U 245' 78 - --- —33 TYP. _J EXIST. 4 DASHED WHITE STRIPE 10 _ _ O Q 4576 - — �,_ to - - u y\— 00 65' 600 35 20 3 7 (n - 7 50:1 TRANSMON — 7 46 - NOTES _ _ _ , EXIST. 4" DASHED WHITE STRIPE N 2 1) ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MARKINGS AND I I THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD _._... EDGE OF /�� PAVEMENT -�-- �� ' " -`^ - � SPECIFICATIONS, I MANUAL, MAINTENANCE MANUAL AND STANDARD EXIST. 13' SOLID WHITE STRIPE _._. II PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED WII'dNFRY BUILDING I OR DIRECTED BY THE CITY ENGINEER. I'I � 2) PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND CD v1 L------------ INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD \� o - SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING o W- I PROVISIONS: N z /�SCONSTRUCTION NOTES QUANTITIES A SA.E NLESS OTHERWISEHNOTEDONFORM TO CITY MAINTENANCE STENCILS,BAE LINE ROAD W � o o I B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE O INSTALL STREET NAME SIGN PER CITY STD. PL. 401-A do 401-B 2 EA REMOVED BY WET SANDBLASTING. ® INSTALL STOP SIGN PER CITY STD. PL. 401-B (R1) 2 EA C. ALL CONFLICTING TRAFFIC SIGN SHALL BE REMOVED. 09 STENCIL "STOP' do STOP BAR 2 EA D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE © INSTALL R-26(S) (NO STOPPING) SIGN ON STREET LIGHT POST 21 EA AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND PER CALTRANS STD. MARKINGS. Q9 INSTALL CLASS I, TYPE E FLEXIBLE GUIDE MARKER PER CALTRANS 7 EA STD. A73C E. ALL CONTROL POINTS AND SPOTTING REMOVED DURING SANDBLASTING SHALL BE REPLACED PRIOR TO INSTALLATIONS OF STRIPING AND MARKINGS. 30 INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 133 2,900 LF F. ALL CONTROL POINTS AND SPOTTING SHALL BE INSPECTED AND APPROVED SAN CARMELA CT. 31 INSTALL 8" SOLID WHITE STRIPE PER CITY STD. 133 1,000 LF BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. - :::• STENCIL S STD. A24A � N W AL 11 EA G. ` "� 66' -►j ® INSTALL TYPE ' MARKER (TYP.) PER CITY STD. 133 12 EA ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD s 33' 33' SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET).YRZ x A No �'j 111' 22' 22' 11' 1 ® INSTALL W-26 SIGN PER CALTRANS STD. 1 EA INSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF Q - ® INSTALL 4' SOLID DOUBLE YELLOW STRIPE PER CITY STD. 133 580 LF TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. I a I ® INSTALL 12' SOLID WHITE STRIPE AT 45' ANGLE AND 50' O.C. 12 EA H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE % INSTALLED IN ONE COAT AND BE 10 MIL THICK (DRY), UNLESS OTHERWISE 7 8 t ® INSTALL TYPE "K" MARKERS (FLEXABLE) PER CALTRANS STD. A73A 2 EA NOTED. Z 7 8n W - - / INSTALL l Y SOLID WHITE STRIPE PER STD. 133 65 LF 1. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE INSTALL R-18.1 (RIGHT LANE MUST TURN RIGHT) SIGN ON 5 EA SATISFACTION OF THE CITY ENGINEER. W STREET LIGHT POST PER CALTRANS STD. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED INSTALL R-10 (ONE-WAY) SIGN ON 4 HIGH POST PER 2 EA 0 CALTRANS STD. WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN 220' �� 39 "" - ACCORDANCE WITH CITY AND STATE STANDARDS. W O 46 31 36 TYP. - ' - ~--_ ® INSTALL W25 SIGN PER CALTRANS STD. 1 EA EXIST. ST. � �-�;� -�- �� r --__� K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING SHALL BE IN Z mQ M M LIGHT _/ �" �` 1�. - -3__ _�, EXIST.T- �- 46 INSTALL 4" SOLID WHITE STRIPE PER CITY STD. 133 2,050 LF ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE J W (RT) 44 ° 30 3 � - - _���� _ LIGHT -- _ CITY TRAFFIC ENGINEER. ��RR 31 46 W - V - _ __ ____ - t _ _ _- a _.- 115' 1r - 4 �4-- 8+ - E90 T SOLID WHITE S�rPE - ` fXl ,__ `EXIST. CUR `��� 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A 33 TYP. 30 \ ST. 4 SO WH B G�ER ` Z �... 31 3 � -- EXIST. 4" pgSHED CID 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B 9 l WHITE S - STRIPE_� ♦� O � � � ��� ��� _ TRIPE -. , p 31 36 TYP. EXIST. MEOAIN _�T _ to 46 � `0 46 __ 00 31 „ - �-- EXIST, q" D _ 9Z_ ASHES wHRf STRIPE Z � �,� 16' EXIST 4" SOLID WHITE STRIPE Q - -. -- _ - - WINERY BOLDING- - -- CITY V f - � F ----- -39 - - - - - ____ , o TYP. F F F-- _ DESCRIPTION OF REVISION DATE Z F L---------------------- I EDGE OF PAVEMENT APPROVED: L WALL � g - -• - -� I w w �� I Z � --_____ CITY OF RANCHO CUCONGA zr a' I I M o - IN RIM STRIPING & SI ING I i + o I 0 - 1M OVEMENT PLAN FOR ' I SCALE 1' =40' BASE LINE ROAD BAS , LINE OAD w VESTING T �CT 0 . 15766 z Z APPROVED BY : DATE: CD Q�oFEssl CITY ENGINEER �G__ RCE N0 24953 co 0 4� DESIGN -J. DESIGN �` MOR: ns2oR.anA,.. RECOMMENDED � 4 �^ CITY OF RANCHO CUCAMONGA N •� e250 LO P D*x1cM 1.. CA 9261, BENCHMARK NUMBER 10051 (1987 LEVEUNG) R.C. I 'Al _Y �— No. 052496 z ELEVATION: _-� a 251-8421 – c� m f BRASS DISK IN CONC. CURB STAMPED 'CITY of DRAWN 1� P I k S C H U t i r EAx. 949 1-0516 S H E E T Exp. 12-31-02 * RANCHO CUCAMONGA BM 10051 1987' AT THE ,}n NORTHWEST CORNER OF BASELINE ROAD AND D.L. 1�4 E R s E N G I N E E R S SURVEYOR 8 �J 40/ 10 U SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. _ -- -- F---_---_ 9�F F AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED �--- DRAWING N 0. AL1 OF BEGINNING OF CURB RETURN. RCE NO 20596 Q - E.J.L. DATE _ o� FILE NO I7�z PROJECT SHEET NO. OF \39900\IMPLANS\SIP08 4-04-2000 i I I i I I I i I I I II 0 . � / I , 2A W MOCT ^ A \ELF 3 v_ y2.P, j s 7s STORAGE®R®ab sl4. yf 0 If � m 1 I I� SM�il�ilER(�AEdD TR. 158�15-1 � .NO. 15766 . . . t W 1 - ii ---------------------------- -- --- -- -- -�- - p----__ - - no l Ld Lu m Z loop Ld J - K FT 7 �� 80 O V3 ~ 79 STRIPING AND RIGHT OF WAY3 � 46� ___-- 78 '? - --�---,--_-- - O Q TO BE DONE BY OTHER -�. - _ lT 76 _ -- \ d-1 to FUT� -- NOTES 6►.��`'�J���� - 30 _ KINGS AND _ I ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPING AND MAR xh%K'o OQy -" - - "" THE INSTALLATION THEREOF SHALL CONFORM TO CALTRANS, STANDARD I - L-, SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL AND STANDARD PLANS AND CITY STANDARD PLAN NO. 133, UNLESS OTHERWISE APPROVED WINNFRY BUILDIM OR DIRECTED BY THE CITY ENGINEER. -- -�` PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND L--- - ---------J INSTALLATION OF PAVEMENT MARKERS SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE FOLLOWING \ I PROVISIONS: n I ALL PAVEMENT MARKINGS SHALL CONFORM TO CITY MAINTENANCE STENCILS, BASE LINE ROAD I i t I i (S.A.E.) UNLESS OTHERWISE NOTED. i A �+ B. ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE CONSTRUCTION NOTES QUANTITIES REMOVED BY WET SANDBLASTING. C. ALL CONFLICTING TRAFFIC SIGN SHALL BE REMOVED. 30 INSTALL 4" DASHED WHITE STRIPE PER CITY STD. 133 ---- EA D. SUFFICIENT CONTROL POINTS AND SPOTTING SHALL BE SET FOR ACCURATE ® STENCIL TYPE 4 LEFT/RIGHT TURN ARROW PER CALTRANS STD. A24A 5 EA AND COMPLETE INSTALLATION OF NEW OR REPLACEMENT STRIPING AND 46 INSTALL f SOLID WHITE STRIPE PER CITY STD. 133 ---- LF MARKINGS. 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 SAN C A R M E LA C T. BY THE CITY TRAFFIC ENGINEER PRIOR TO INSTALLATION OF NEW OR REPLACEMENT STRIPING AND MARKINGS. r 66' I G. .. a ' C y 3(- .... ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS INSTALLED ON NEW ROAD Q 33' 33' SURFACES SHALL BE AN APPROVED LOW VOC TYPE, 15 MIL THICK (WET). . HINSTALLATION SHALL BE IN TWO COATS WITH THE SECOND A MINIMUM OF 0- /p� < TR (CT N 766 - ! 11' 22' 22' 11' TWO WEEKS AFTER THE FIRST, UNLESS OTHERWISE NOTED. i H. ALL THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE Z INSTALLED IN ONE COAT AND BE 10 MIL TH ICKDRY) , UNLESS OTHERWISE ( NOTED. W I. UNDER NO CONDITIONS SHALL A ROADWAY BE LEFT OVER NIGHT, WEEKENDS (LJ _ T _ _ / OR HOLIDAYS WITHOUT APPROPRIATE STRIPING AND MARKINGS TO THE , dDINS --d0a SATISFACTION OF THE CITY ENGINEER. J. ALL TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE INSTALLED WITH ALL APPROPRIATE PERMITS AND TRAFFIC CONTROL MEASURES, IN 0- S - STRIPING TO BE �i___ ACCORDANCE WITH CITY AND STATE STANDARDS. �� K. TEMPORARY OR CONSTRUCTION STRIPING AND MARKING W O DONE BY OTHE - - _ -- - R - - - �� K G SHALL BE IN ♦�RR ? -� - - _ ACCORDANCE WITH CITY AND STATE STANDARDS AND AS DIRECTED BY THE V J W I— �� - -- `�- - � --� �C CITY TRAFFIC ENGINEER. Z W = N - - _-_- _ _ - - ._ - , _ ---___ _ - -- -_ 10 140' - 8+9 `� _ `"~ 3) STREET NAME SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-A O (� �, EXIST CURB v Q0 - -- EXIST" 4" pgSHED 4) TRAFFIC SIGNS SHALL BE INSTALLED PER CITY STANDARD PLAN NO. 401-B (n + �— - EXIST, MEDAIN wH SNIPE ra = Z 00 31 3 STRIPING TO T- EXIST. 4 DASHED9Z- 100' 11' DONE By 0 BE SCALE 1"=40' Q wH�f STRIP � F WINEWBUI W L - - - -- ----- -------- __ DESCRIPTION OF REVISION DATE CITY APPROVED: 0— L W� -- ----- -- � _ FUTURE � — — — — CURB do GU ��— _-_ _ - - TIER —�� CITY OF RANCHO CUCAMONGA t- F-W W Z ULT ATE STRIPING & SIGNING uj IM OVEMENT PL N FOR co - BASE LINE ROAD- VESTING BAS LIN ROAD TR C N0 . 15766 JI _ D APPROVED BY DATE: CITY ENGINEER _-- C�%C.� RCE NO 24953 � Q�pFESS�pN� CID DESIGN RECOMMENDED �o J. �� CITY OF RANCHO CUCAMONGA E MOeS' ""°" "'"�° t d (~� p3P Fye yG� BENCHMARK NUMBER 10051 (1987 LEVELING) — R.C. DOeI(M i,.k�uneu --_Y� T No. 052496= Z ELEVATION: c� r 2' BRASS DISK IN CONC. CURB STAMPED 'CITY OF DRAWN : 7 scHU,R= w Josie SHEET W ^� RANCHO CUCAMONGA BM 10051 1987' AT THE * Exp. 12-31-02 * NORTHWEST CORNER OF BASELINE ROAD AND D.L. P L 1 E R 5 NG i N E E R 5 SURVEYORS SWANSON PLACE 0.25 MILES WEST OF ETIWANDA AVE. — -- -__-OF�_ v `j�- 01m AT SOUTHERLY END OF CATCH BASIN, 2 FT. NORTH CHECKED DRAWING N 0. (�c CAO OF BEGINNING OF CURB RETURN. _--.. RCE NO 052496 �+ Q E.J.L. DATE 4- � FILE NO �aZCq -J cr PROJECT SHEET NO. OF ;:\39900\IMPLANS\SIP04 4-04-2000