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HomeMy WebLinkAbout1578-S * — FOR SINGLE OR DUAL 10' GEN,LE6L NOTES GL.L AL. NQTES (CONI . ) LEFT TURN LANES ONLY 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS ,STANDARD PLANS 7. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE r 3•� AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. 8. VEHICLE INDICATIONS SHALL BE 12", PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL QA5E 1 2. TRAFFIC SIGNS STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECIFI- EXCEPT AS SHOWN. • . CATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS, CONFORM "P" CAB. OF DOUBLE YELLOW LINE PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 9. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS SECTION OR MEDIAN CURB FACE (ONE 50 AMP), ILLUMINATED SIGNS (ONE 15 AMP) AND SAFETY LIGHTING (ONE 30 AMP PER SIDEWALK - • / ______. - - - - 3. STREET IMPROVEMENTS AND PAINTING PROCEDURES FOR STRIPING AND MARKERS SHALL BE 1200 WATTS OR PORTION THEREOF). COORDINATE SERVICE DETAILS AND SCHEDULING WELL LEFT TURN LANE * PER I I 1994 EDITION WITH LATEST IN ADVANCE OF NEED. "P" CAB. o , , SIDEWALK _ 0 5 10' SUPPLEMENTS. C) 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 10. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL * * CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED PLAN SECTION SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. 8"WHITE TURNING LANE LINE * COMPANIES 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB— STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS THRU LANE :11N'' SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE 2UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. 909 347--6221 ARE NOT SHOWN ON THESE PLANS. SOUTHERN CALIFORNIA GAS CO. 800 422 4133 10' o GENERAL TELEPHONE CO. 800 422-4133 D 0 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR PACTEL 800 422-4133 ►� CASE 2 N TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR CUCAMONGA COUNTY WATER DISTRICT 909 987-2591 "P" " X LAYOUT. UNDERGROUND ASERVICE ALERT (800) 422--4133 SECTION CAB m 4 LANE LINE } —r .6 A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA AND CALTRANS, WlLTEL BUSINESS NETWORK 909 947-9441 THRU LANE FOR ANY CONSTRUCTION OR ENCROACHMENT WITHIN ANY CITY OF RANCHO CUCAMONGA AND "P" CAB. S A_ --- - z CALTRANS RIGHT OF WAY. 11. CONTRACTOR IS REQUIRED TO HAVE AN "A" CONTRACTOR'S LICENSE. o L SIDEWALK ' 10 PLAN SECTION � Cr 4 LAN_ELI NE OR 8" Q � URB TURNING LANE LINE EXIST. C do G Lis ___-- THRU OR RIGHT 10 + 0 E.C.R. I N OU 1/2" TURN LANE r t C A E 2' 'N ='' --- 3 „P�� CAB. P" 51 i SECTION CAB 1 I v 16 I/2'� 8" UC- 6" LC 104 ---- - 211 SIDEWALK `� TOP OF CURB FACE I/2" 4" a VARIES o ` - o 0 — -- PLAN SECTION +� o� U m TYPE "P" CABINET FOUNDATION AND LOOP DETECTOR PLACEMENT POLE LOCATION CODE I.I.S.N.S. LEGEND DETAIL REFER TO PLAN FOR DISTANCE PAD DLIAIL (EXACT LOCATION BY ENGINEER IN THE FIELD) — - TO ADVANCE DETECTORS PLANS FOR THE CONSTRUCTION OF TRAFFIC SIGNALS AND STREET IMPROVEMENTS EMERGENCY VEHICLE EMERGENCY VEHICLE PREEiVP71ON DETECTOR AT PREEMPAON DETECTOR MODEL 522 MODEL 511 , 1,5' TO .75' ASTRO Mint-Broc MOUNT 1.5TO .75' ASTRO Mint-Bros MOUNT _ £- REDUCER OR APPROVED EQUAL REDUCER OR APPROVCD EQUAL BASELIN KOAD AST AV NU SIGNAL POLE SIGNAL POLE A MAST ARM MAST ARM (ONE WAY / ONE OUTPUT) (TWO WAY / TWO OUTPUT) EMERGENCY VEHICLE DETECTORS VICINITY - MAP SHEET INDEX No. REVISION APPR. DA1 E HIGHLAND AVENUE 1 . Title Sheet CI 1 Y OF RANCHO CLICAMONG" A u w VICTORIA STREET 2. Traffic Signal Plan �oQaoFEss/04�� Q Project . . P v� Fy 1 RAF F IC SIGNAL �c Pion � Q 3. Signing & Striping PI �, BASE LINE Site R A W a� �� STREET IMPROVEMENTS 4. Plan & Profile A T RCS 2i8i7 ' W Z 5. Plan & Profile * Expq- o- FONTANA w BASE LINE RD. & EAST AVE . = 3 Q slCIV1GENERAL INFORMATION AND DETAILS U ►_ �- fOF C Rl1FQ _ r, 10 w AVE. � ._, APPROVED BY DA E w CITY ENGINEER _ R.C.E. NO. 24953 DESIGN RECOMMENDED ;ZZI �r.& CITY OF FONTANA JTHPLANSPREPARED BY:CITY OF RANCHO CUCAMONGAFOOTHILL BLVD. - 10500 CIVIC CEN SHEET MIDI T , ?I= DRA VN MVA RANCHO CUCAMONGA, CA. 91730 OF 5 DRAWING NO. APP V D BY: DATE: IL-0-1k CHECKED cra _ CE N0. 21817 /S ,18 RCE NO"�gQ-- JTH DATE -9" S FILE NO. I CONDUCTOR SCHEDULE DEJECTOR SCHEDULE TEST I POLE SCHEDULE RUN NO. SENSOR CHANNEL LOOP/ DETECTOR 332 SWITCH I I I STANDARD MAST ARMS LUMINAIRE I. I.S. N. S. SIGNAL MOUNTING PED PUSH BTN LOCATION AWG CIRCUIT 1 23 4 5 `6� 7 8 INPUT SLOT CABLES III REMARKS #14 1 3 3 - - - _ - _. 3 N-08 , No. TYPE HEIGHT SIG. LUM. HP LEGEND VEHICLE 3 - SV PED PHASE ARROW E B C 02 - - 6 3 - 3 3 _ 1 -W-01l - - - I 1 1/1 1110 - I ---1 -1_2 17/17 SPARE _- 11L ' x 10' i - _ - -1- -- 2/2- ' 1 _E-QJ2 -- '--212U - ~ 1 I I _ I lO 15 30' - 15' 2 00 W - - - SV-2-UM SP-I-CS 8 --> - id 3' 04 6 3 3 3 3 - - 3 05 __6_ ---3 --3 - 3 -3 --3 3 -3 -3 -3 ' 2 _ I 2_ � 3/3 ; 2-E-02 ', 212E ' ' AVE - - -- --- ---- Y I 2 26-4-80 30 45 15 2 00 W East MAS MAS SV-1-UM SP-I- ' _ o CS 8 3 II 9 3 35 9 O 13200 - -- -- - �- -- -_ 3 1 --2--, 18/18 �--3-E-02 2130 02-WBThru _---- - i 06 -3 -3 3 3 3 3 3 3 1 � 4/4 I _SPARE I 13L - � - - �- - -- - 3 30 15' 08 _- -_6 - 3 3 3 3 -- 3 - 3 v 3 `-- ---- _1 5/5- --1 S-Q�4 416U - -- - -a N { 44- , 3O 15 - 2 00 W - - - SV-2-TA SP4-CS 2 -� - 91 3' 44' -OverlapA 4 2 2 2 2 2 2 2 - Overla B -- -- - - 4 2 - - - ---- -- °416L 04-NB -_ 0 - P __ _ - - --L - - _ 6/6 2-S-04 0- - U_ N a I 4 19-3-80 30 30' i5' 200 W Base Line ROA MAS - SV-1-UM - 2 < 91 - 3' Overlap C - - --- - - --- --- - - 1 - 7/7 j 2-W-01 119U 01- ERCT Til \� 1 O7200 OverlapD - - - - - - - - 5 2 19/19 SPARE 19L ✓ - - - 02 Ped -- 4 -2 _ -_ _ _ _- - -2 ---2 - - 1- --1 8/8 2_-E-05 1 05J1U- 05-WBLT UJ f g u 15 30' - 1520OW - - - SV-2-UM SP I-CS - - - 91 31 - 04 - - 6 C 2 T_ 20/20_ SPARE J1 L - 1 I M -_- �5' 06 Ped---- -2 ____2 2 2 - 2 - - 2 - 2 --2 2 - - __6__J - -- -- - - - _ - 33 20 - - -- - -- - T 9/9 1 -W-06 6J?U 1 I /'� '' 6 East Avs MAS MAS - - SEE PL N ILCMMA*S I S14A LL DE WON '1V PER 08 Ped 4 2 2 - 2 - 2 -2 -2 -_2 _: - �- 1 _ A017ENDtli�l_- ____2 _- _ 02-Ppb __ _ __ _ _ _ _ -1 _-- --- -�--- 2 10/10 -2 W 06 �-- 6J2L � �- 04 Ppb - - - - - - - 1 11/11 3-W-06 06J3U 06-EBThru I 11 I 7O IA 10' - - - - - - TV - I SP-I-CS - - 10� - 3' - - -- _3 - -_- _- __ f'n 1 06 Ppb 3 3 3 3 3 2 1 - - - 8 2 21/21 --- SPARE _J3L ---- -- - 08 Ppb 2 1 1 1 -- - 1 1 1 1 1 1 1 - -- I a - - - - -UJ - _ - - --_- _ 12/12 1 N-08 8J6U - c� I I) W y 10 6 101 31 B IA � TV -� Ppb Common 2 1 1 1 1 1 1 1 1 1 - --- - 9 2 ! 13/13 2-N-08- °8J6L 08-SBLT -� I ( i�l I W - -- - -- - --- ----- - - - - ------------ - -- Spares - - -6 3 3 --31----3' 3 3 ____3_J_ -3 3 -------- - - -- - - _ - - I x AL #14 5 4 26 2 1 1 4 1 1 14/14 3-N-08 8J7U - I i II W O I A 101 — — — — — — TV- 1 — F—� PLAN --- - - -- - -- - 6 SE #12 IISNS 2 2 2 2 2 2 - 2 2 ---10 --- --2 15/15 4-N-08 08J7L 08-SBThru - #10 Sig, Common i 1 1 1 1 1 1 1 1 1 16/16 1 -E-05 5J9U - I I ��I I 10 33 20� I0� - - Base Line�ADl - - V-I-T SSP-I-C 6 F— 101 - 3' - - - 2 1 22/22 SPARE_ J9L Luminaire - 2 _ 2 2 2 2 2 2 2 2 11 ~ -- I app S S - - - -------- IAL #10 2 3 3 3 3 3 3 3 3 3 1 - /2 02 PED 02112U 02-NSPed - #8 ervi7e - - - - - - - - - 12 --2 --I 04 PED 04112U -- -----— ---- i I I - i �7L 2 2 2 2 2 2 2 2 - - 1 - /6 ( 06 PED °6113U 040-6FutESPed I I II I I 02 DLC 3 3 - - - - - - - r -I -- -- SS ed i z F 03 DLC - -- _ _ _ --_ _ 13 -2 1 _-_/8 -08 PED 108113U 08-WSPed _- _ -_- _- - - * -- - -- C QJ4 DLC------- 2 2 2 2 2 � 1 I /* I i 02 8� 05 EVP! EVA - �8 1 1 � O A -05-0-LC- - 2 2 - - 14 2--!-- / 2- ; 01 & 06 EVP. EVC B 06 DLC --- - 3 - 3 3 3 --3 ---3 --_3 --3 - - - -- - - -- /*3 _ 2° C., 2#�8 = L 07 bLC-- - --- - - - - - - + - - -_ ___ _-_ 1 1 04 EVP EVB - - - - - - - - �- ------, - - - i 9 { � 1 - 1 E 08 DLC -- -4 - _ _ _ _ _ _ 4 15 2 - /*4 08 EVP EVD - I I I II 4O x- -- x w S L L i 1 7 7 7 5 5 5 4 - = Priority Preemptor # O """'�• • 6 pr #19(FUT) 2 1 - - - _ _ _ _ - Slot/Detector subject to disconnect or test �j� J _ _ ° _.#�_ i ' � r i . 2.1 C.,2 #10, 212 Q 12 pr #19 - - - _ _ _ _ _ _ _ switch calls �T ' � �� -1 ____; T _ _;_ � � 318' TO � 2 r. telephone - -- - _ _- _ - _ -- �8 it p P p - - , �' I LIMIT LINE OPTICOM 4 4 -3 2 2 1 �/ 2P i CONDUIT �i2'r 2113.0" 3.5" 3.0" 3.0 0 2.5" 5" 2.5" " p �42 P SCE INSTALL PULL ROPE ONLY - `EXIST R/W - - _1«_' .. 1 1/2„ C. 1 PULL ROPE 1 1/211 C. 2 DLC - - - - - - - ==_ ---- 4 _ r.. --- - - - - -- T - - . - - i - � / i � EXIST W 1 R IST c ` /EXIST_ AC BERM _ - _ _ - -- - - J �� - - l ,EXIST --- -- - - - - ___,,EXIST. ` ---------- - - - IUu W.T. F0. - - - - - -IM F I URB - - ----- - - - - �� I - I 9) 518 0 5 „ � —— --,--- _ Gars I ---.. - - --. ---- —- I 1 I � r ABD. 12° W - - --- -- -- - ----- t-- - -- - ------ - - ------ ABD 12 W -- --- - --- --- -s 2-E - 02 -� „ F — 2 IL M - -- -- - --- - 280 TO iI i - E - 02 -- — - - - i 12"w - _ f I .-.. - --- �� LIMIT LINE -FUT. 8"SEWER--- -- - -- -- - — -- ------------- --- - --------- � - ---- ----- -- `-- a - - E i E �5 PIII -Mira RAISED MEDIAN� 890 4 35"E ' 35 �) r Q[ 39 40 I� / Q Z 61I 6 141 -ilIF _ I I M U Z - — - - t� GL ---- 2 -W_06 - -- ------ ------- -- I it U. II � � LINE 5 ° ° I I ROAD �XIST EP j �;.{QS�- EXIST CURB 01,am-T 1 1 ��• - do T 06 X_ x_ :. .:.. X w r - - EXIST R/W 1 1�2" C. 2 DLC 511 © - RI ° t `I EXIST. R/W -- I , x ' - U � 7 6 -' I/ R 06P U 280 TO I �6P w r 5 CROSSWALK 8 gap w 6 — j CONSTRUCTION NOTES: , II to �'� 9 8 + O II 10 + Q INSTALL ECONOLITE CONTROL PRODUCTS MODEL ASC 2/2100 CONTROLLER IN STANDARD CALTRANS TYPE 322 CABINET USING ADAPTER TO I l,� CONVERT THE STANDARD C1 CONNECTOR INPUTS AND OUTPUTS TO NEMA A, I � 2-S-�S � 4 B AND C AND ECONOLITE D CONNECTOR INPUTS AND OUTPUTS (SEE SPECIAL I t N ��`� PROVISIONS): INSTALL FOUNDATION PER CALTRAN'S STD. PLAN ES- 4B. Q INSTALL TYPE III - CF SERVICE EQUIPMENT ENCLOSURE PER CALTRANS STD, PHASE DIAGRAM PLAN ES-2F WITH 50A, 120V, CIRCUIT FOR SIGNALS, 15A, 120V, CIRCUIT FOR k IISNS AND 30A, 120V, CIRCUIT FOR SAFETY LIGHTS. 1 1 1 08 t I OL CI AW:%E I ISS OU I%OLE G To TYPE SG 12/10/1& Q INSTALL OPTICOM OPTICAL DETECTOR ON SIGNAL MAST ARM PER STANDARD I I; TTY 7:: UNUSED c DETAIL - MODEL, PHASES 81 DIRECTION AS SHOWN. No DESCRIPTION OF RE VIS ION DATE z U a 1 _J '' APPROVED ®INSTALL 36"X36" R34 SIGN ON SIGNAL MAST ARM PER CALTRAN'S STD. PLAN "' I 2 3 4 CITY OF RANCHO CUCAllONCA ES-6T, DETAIL U. y o / W X �s W Q INSTALL 2" CONDUIT WITH PULL ROPE TO 5' FROM GTE VAULT AS DIRECTED I W % W a -� I BY GTE. I I = TRAFFIC SIGNAL PLAN 1 I --� UNUSED �� ® INSTALL 2 CONDUIT WITH 3 #6 CONDUCTORS INTO EDISON VAULT AS I X 7' y- BASE LINE ROAD Cd EAST AVE . �'QRUrESS/pH 5 6 7 8 DIRECTED BY SO. CAL. EDISON CO. I � p P R�(/q�� UJ 9 ( 3 35 9 V �'i 4,- © INSTALL 2 - R96 SIGNS ON SIGNAL POLE, ONE FACING NORTH & ONE SOUTH WITH 7' CLEARANCE TO BOTTOM OF SIGNS. 44' - W aP 4G APPROVED BY: DATE: - - i - - - - J - � 24953 4i RCE 21817 CITY ENGINEER �&negl -� II N0. ®INSTALL 36"X36" R34 SIGN ON SIGNAL POLE FACING NORTH WITH 7' �a * Exp.1-15'37 DESIGN PLANS PREPARE BY: RECOMMENDED �N' °{(n i CITY OF FONTA N A JTH CITY OF RANCHO CUCAMONGA CLEARANCE FROM BOTTOM OF SIGN. - _% _~ cn sl Clyl�. �!� 10500 civic CENTER DRIVE -- -;cr t �IECf CAl14O�� � DRAWN RANCHO CUCAMONGA CA. 91730 SHEET ❑9 I NST4,LL 1YM SG STREET NAME 5(SM CENT6--FZED ON SI&MArL a c�� MVA MAF7T AV,k4 PER SPECI&L PROVISIONS IM At)r,&1 lDU1M . � 2 of _ 5 APP OVED �BY: l_ CHECKED 21817 DRAWING N0. DATE l l=l `t 4 -- R.C.E. NO r s 7 �I_S_OA ___ * R.C.E. NO 2-6640_ JTH DATE 5122-P FILE No Fill o SEE BELOW FFREAST AVENUE z q�p C9 Q h -j = n Z 0: P J to N Q 2440 r� m o %� I 1�1I 450 TO 50 x W 0i J v~, o " �� "' I I II LIMIT LINE WZ �' � �. � I q 1-• W t^ h U � Z J y >4j/ rA �' rn cn 0 - N W41 ; k X X X W - o I I 0 cum W W R _ / -- W - - 2 =-_ _ - - Y q �P 12 i `b1 d a 12 — - - - -�- I i 8 S) 3 ----- - - O.C. 13 roc' — - — R26( 3 --- - -- loo, EXIST - _ - - - - - - -- - ---- --- - -- --- ---- ---- 4 Imo' J - - �' /P6 N N i N 116: - - - - N _ __. _- -- N� 11 tl ---- - -- - _ r_ s - 4 1110' --� _ - �- - -- - - / - - - leap -- - �'' 9 - _ s6 EXIST. ISI I--- -- ---- - _ - +_ - - - - — - -- -- - - - -- p I 11 = I I 0' a + 7 — -- ao, C4 /< < X__ �� N - 100' -- - - - - --- N - - T5' i - 60 RG- - -- / J EXIST. —� N 9 -a N TYPE ��L" ' - 6 ----- 12" 13 loop 8 � - --• ll 13 YELLOW----- ----- 3 - - - - 8 - - I --- - -- - -- /- ,6 73712 EXIST. GT8 OVERHEAD SIGN ON BRIDGE. Wa NROAD45�2 (S' LIW W n �� m 3 o W am� i N X HJJ to mLLI Z W WpWAN °SASQ � V)W •t•% / W FC>. 0 SEE BELOW N _ R qM A LEGENDS: S = SIGNAL A L AHEAD SEE ABOVE BASE LINE ROAD I 11 I I I SCALE' I 40 I % a: i 2 4 5d TO G7 1 RI8-2.1 CROSSWALK 50 —�- —7--- EXIST. 12 Gn I W41 9 - - TIP R.C.- �� IDO• -�- �� -- � l� __-- -- _ � - { + - _ - { -- - _ O --- -- ---- ----�_ - -- - -- -- --- - ----- -- RI 2 ,. _ - - -- _ --- 360 T R ANS. 7 Lo __�- - --- - - -- - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - ----- - ------ - - TYPE�� :oI . II 4 II forz W 41EXIST. s 9 R208 -- -- I 14 \ ' -- -- -- 1" 2 RI EAST I R18-2.1 \ AVENUE 50 450 T II CROSSWALK I I SEE ABOVE SIGNING a STRIPING NOTES: GENERAL NOTES: Io-- INSTALL SIGN (AS NOTED) ON NEW POST. � I . All details and dimensions for traffic signs and the installation thereof shall REMOVE 8{ SALVAGE EXISTING SIGN 8► POST. � - conform tothe Coltrons Sign Specifications, Traffic Manual, and Maintenance O3 -- PAINT 4" SKIP WHITE LANE LINE WITH TYPE G Manual . Regulatory and wprning signs shall be minimum 30"on local residential MARKERS ONLY PER CITY STD. PLAN 133. roadways and minimum 36 elsewhere. t� PAINT DOUBLE YELLOW CENTER LINE PER CITY STD. PLAN 133. 2- New and relocated signs shall be Installed using green non, perforated Unistrut post 5 PAINT TWO-WAY LEFT TURN LANE PER CITY STD. PLAN 133. and anchor sleeves except as noted. Sign posts shall 2'x 2" and a, sufficient length to extend from the top of the sign(s) to between 6 and 8 inches Into the DESCRIPTION OF REVISIONDATE CITY 6a-- PAINT DOUBLE YELLOW MEDIAN PER CITY STD. PLAN 133. anchor sleeve and provide 7 feet clearance between finished grade and the bottom APPROVED of the s,gn(s). The anchor sleeve shall exTend I to 2 Inches above finished grade 7�- INSTALL MEDIAN EDGE LINE PER CITY STD. PLAN 133. and shall be 2 - 1/4" by 30" long. Post shall be attgched to the anchor sleeve CITY OF RANCHO CUCAMONGA {� utilizing Unistrut corner bolts or Tiro Unistrut drive rivets at right angles to each other. �rvoESSJO 8o- PAINT 4 SOLID WHITE LANE WITH TYPE G MARKERS Attach signs to post using the drive rivets or other City approved techniques. Install R26, ,4�@ RNq� ONLY PER CITY STD. PLAN 133. R26(S) and neighborhood watch signs on green ' U" channel posts. 0�/�+�Fyc� 9�- PAINT 8 WHITE CHANNELIZING LINE PER CITY STD. PLAN 133. 3. Procedures for painting of striping and pavement markings and installation of pavement �; aQ 9G ?, SIGNING a STRIPING a- INTALL TYPE I (BLUE) REFLECTIVE RAISED PAVEMENT MARKER markers shall conform to the Standard Specifications for Public Works Construction W c^ PER CITY STD. PLAN 134. on the following provisions: � RCE 21817 � II PAINT WHITE LEGEND OR ARROW AS SHOWN PER CALTRANS DETAILS. a. Paint and all details and dimensions for traffic stripes and markings shall conform to * EXP94= * BASE LINE ROAD a EAST AVE. Caltrans Standard Specifications , Traffic Manual , Maintenance Manual and City J'l F- \�'' 12 PAINT 12 It WHITE LIMIT OR CROSSWALK LINE WITH 10 FEET BETWEEN Standard Drawing 133 sheet I unless otherwise noted. Pavement legends shall qT ClV1R� INTERSECTION ADJACENT PARALLEL LINES PER CALTRANS DETAILS. conform to the City of Rancho Cucamongas maintenance stencils. EOF CA11F0 _ 13 PAINT 12" WHITE DIAGONAL LINES AT 450 la 201 0• C. (EXCEPT AS SHOWN OTHERWISE). b. Existing traffic stripes and markings that do not conform tothe plans stall be APPROVED BY' DATE: - PAINT 4" RIGHT EDGE LINE PER CALTRANS DETAIL 278. removed by wet sandblasting. CITY ENGINEE GC R.C.E. N0. 24953 Or IF 15 INSTALL 5 TYPE D MARKERS ON CURB FACE OF MEDIAN NOSE. c. The contractor shall furnish the necessary control points for all striping and markings CITY 0 F FONTA N A DESIGN PLANS I'REPAli�ED BY. RECOMMENDED and shall be responsible for the completeness and accuracy thereof to the satisfaction JTH CITY OF RANCHO CUCAMONGA of the City Engineer. gA'1E: DRAWN RANCCIVIC CENTER HO DRIVE HO CUCAMONGA, CA 91730 SHEET d. Spotting shall be completed and approved prior to removal of any existinq stripes. MVA 3 OF 5 Existing stripes and markings shall be removed prior to painting new stripes, but to no case shall any section of street be left without proper striping for more than 24 APPRQVED B DATE: ! 1,..f f_q 6 CHECKED - DRAWING NO. C.E. NC� hours, or over weekends or holidays. R.C.E.N0.2A41 6 JTH DATE FILE NO - /,578 - -S