Loading...
HomeMy WebLinkAbout3001-SGENERAL NOTES WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT.) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. LOCATIONS OF ALL SIGNS SHALL BE DETERMINED BY THE CITY'S REPRESENTATIVE. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY CONTRACTOR. ALL CONFLICTING SIGNS SHALL EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS AS DETERMINED IN THE FIELD BY CITY'S REPRESENTATIVE. ALL SIGNS AND ROADSIDE MARKERS ELECTROLIERS, ETC., SHALL BE PROTECTED AND/OR REPLACE IN-KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE CITY. 4 c kNCHO _may �''-__ -- \ �r\ I`�� /�/ ,`1``'" -- 1 ��� /• /� " / 14 co EX. _--------. ...........................�f 6 Rja . i3 R26(S) �s' rcl 6 6 e - '5rc CSR 12' 1OQ' 2 52+82.22 0 8 13� -- Q 7 ��=R,:.:,51: C INT. Z 3 �' —�2, — __ /sY o —12' ----4 —< 11'� 1 2 12, 3 co a / Ex R3-7 FOOTHILL BOULEVARD •OM1` '"^-- _ -b "' y '` " ` a \a � \ y �, • // ci e,14 a\� �� s ¢� cut A 1�7� `�'. a %A y \ 00 CONSTRUCTION NOTES= -EXISTING STRIPING TO BE REMOVED tO SAND BLAST AND REMOVE CONFLICTING STRIPE O EXISTING STRIPING TO REMAIN INSTALL 8" WHITE CHANNELIZING LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 — — — — — -- O3 INSTALL 4" SOLID DOUBLE YELLOW CENTER LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 --� PROP. INTERIM STRIPING ® INSTALL TYPE IV(L) ARROW PER CALTRANS STANDARD PLAN A24A O INSTALL TYPE IV(R) ARROW PER CALTRANS STANDARD PLAN A24A . © INSTALL 12" SOLID WHITE STRIPE Fd3Q VD. ROMINSTALL 12" SOLID WHITE CHEVRON Fo:owl ROM 2700°w""'E" 8 INSTALL 4" SOLID WHITE LANE LINE 9 INSTALL 12" SOLID YELLOW DIAGONAL ® 45' ioaoew�Ar %tAXAMD wcnnulc� �.�" St�1SSt�IttE .�-Ds cY71�AEitPOtE GoliAroit T R05EE1MOOOPOt15� ALL MtTft FWiS►� MRKPAMftfl Aunn�r sur Arss►u�er I AMK,� '"'*" nFgrPIPTION 01= RM/vcinKi nATr- .ylf (WWW" 47' rriv%)tt; I tUMLL ( NO. OF GENERAL NOTES WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE SECTIONS 8700 TO 8805 (LAND SURVEYOR'S ACT.) ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON THE PLANS. LOCATIONS OF ALL SIGNS SHALL BE DETERMINED BY THE CITY'S REPRESENTATIVE. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY SANDBLASTING BY CONTRACTOR. ALL CONFLICTING SIGNS SHALL EITHER REMOVED OR RELOCATED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED AS SPECIFIED ON THE PLANS AS DETERMINED IN THE FIELD 13Y CITY'S REPRESENTATIVE. ALL SIGNS AND ROADSIDE MARKERS ELECTROUERS, ETC., SHALL BE PROTECTED AND/OR REPLACE IN-KIND ACCORDING TO THE CURRENT STATE STANDARD PLANS AND THE CURRENT TRAFFIC MANUAL, AT NO COST TO THE CITY. N f N EX. R26(S) to FUTURE CBcG = t W41 EXISTING STRIPING TO BE REMOVED PROP. ULTIMATE STRIPING 52+82.22 l -P - r pill Mo. LRia. I R26(S) 1 PR`Y- v _L S. AC r 1`` -�` CO o O 2 " 4 C _ IsINcHO `y 4 �4 / yI i i// J 12 2... ..... 1 12" ♦♦ 2s) / .,- / FOOTHILL BOULEVARD �- - .;.RTj fit %A CONSTRUCTION NOTES 1� SAND BLAST AND REMOVE CONFLICTING STRIPE AND PAVEMENT MESSAGES. 2U INSTALL 8' WHITE CHANNEL.IZING LINE PER CITY RANCHO CUCAMONGA STD. PLAN 133 O INSTALL 4' SOLID DOUBLE YELLOW CENTER LINE PER CITY RANCHO CUCAMONGA STD. PLAN 133 ® INSTALL TYPE IV(L) ARROW PER CALTRANS STANDARD PLAN A24A. �5 INSTALL TYPE IV(R) ARROW PER CALTRANS STANDARD PLAN A24A. © INSTALL 12" SOLID WHITE STRIPE. �7 INSTALL 4" SKIP WHITE LANE LINE PER CITY OF RANCHO CUCAMONGA STD. PLAN 133 ® INSTALL 100' OF 4' SOLID WHITE STRIPE. 0 REMOVE AND SALVAGE EXISTING SIGN. 10 RELOCATE EXISTING SIGN AND POST. 11 INSTALL PAVEMENT MESSAGES AS SHOWN. 12 INSTALL DETAIL 39 (BIKE LANE LINE) PER CALTRANS STD. PLAN A20D 13 INSTALL DETAIL 39A PER CALTRANS STD. PLAN A20D PROJECT SHEET NO. OF \moo 1 O z CASE 1 SECTION "R" CAB-/ SIDEWALK PLAN PLAN ti =CTION S CURB N CASE 3 "R" CAB: - SECTION SIDEWALK V1' A I l PLAN 11 "R" CAB. CNI_ � � o SECTION "R" CAB �_ M � 0 SECTION EXIST. C & G 2' _ CAB SECTION TYPE "R" CABINET FOUNDATION AND PAD DETAIL 3/8' BACK CLAMP 1.5' 01A DEBURRE SPECIFY 1MTH 4 BO! IS HOLE IN CLAM (ASTM A-307) NOTCH OR D( FOR DRAIN? 1/4' P! CLAMP DETAIL CLAMP (T)PICAL FOR 8' ISNS) 10' 12' ---{ • 72' REMOVABLE CAP -� I STREET NAME IISNS MOUNTING DETAIL 24' 7/18' DIA HOLE IN CLAMP SUPPLIED WITH A TYPE 'P' 3/8'-16UNC BLUNT POINT TAPPING SCREW (PILOT HOLE TO BE FIELD DRILLED) 1' DIA HOLE WITH GROMMET IN POLE (FIELD DRILLED) N TYPE LB 1/2' CONDULET WATER TIGHT ELECTRICAL BOX a OF DOUBLE YELLOW LINE OR MEDIAN CURB FACE 5' C 8"WHITE TURNING LANE LINE THRU LANE 0. 4" LANE LINE THRU LANE 10' 10' 10' C 4" LANE LINE OR 8'� TURNING LANE LINE THRU OR RIGHT )__101 TURN LANE 5' TOP OF CURB FACE 1— LOOP DETECTOR PLACEMENT REFER TO PLAN FOR DISTANCE TO ADVANCE DETECTORS 1.5" TO .75" REDUCER SIGNAL POLE MAST ARM (ONE WAY / ONE OUTPUT) NGLE INPUT NERGENCY VEHICLE REEMPTION DETECTOR GENERAL NOTES GENERAL NOTES (CONT.) 1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS 6. LOOP DETECTORS SHALL BE 6 FOOT BY 6 FOOT, EXCEPT AS NOTED. CENTER LOOPS IN THE AND STANDARD SPECIFICATIONS DATED JULY, 1992, AS SHOWN ON THE PLANS AND IN TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN. THE SPECIAL PROVISIONS. 7. VEHICLE INDICATIONS SHALL BE 12', PULLBOXES No. 5 AND CONDUIT 2" RIGID METAL 2. TRAFFIC SIGNS, STRIPES, MARKINGS AND LEGENDS PER CALTRANS TRAFFIC SIGN SPECI— EXCEPT AS NOTED. ALL VEHICLE AND PEDESTRIAN INDICATIONS SHALL BE LED. N FICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL, AND STANDARD SPECIFICATIONS, CONFORM PAVEMENT LEGENDS TO CITY STENCILS. REFLECTORIZE ALL SIGNS, STRIPES AND LEGENDS. 8. ELECTRICAL SERVICES SHALL BE 120/240 VOLT. PROVIDE CIRCUIT BREAKERS FOR SIGNALS AS SHOWN IN 120/240V SERVICE WIRING DIAGRAM ON PROPOSED FACILITIES LAYOUT, V) 3. MARKERS AND PAINTING PROCEDURES FOR STRIPING PER STANDARD SPECIFICATIONS FOR PUBLIC SHEET 2 OF 2 SHEETS. COORDINATE SERVICE DETAILS AND SCHEDULING WELL * WORKS CONSTRUCTION, 2000 EDITION. IN ADVANCE OF NEED. 0 4. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL 9. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL z CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED M J SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY FOR THE INTENDED OPERATION. J COMPANIES, 48 HOURS PRIOR TO CONSTRUCTION. LOCATION OF UTILITIES AND SUB - 0 STRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR UTILITY COMPANIES PHONE NUMBERS N — SHALL CONDUCT HIS OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR SUBSTRUCTURES THAT SOUTHERN CALIFORNIA EDISON CO. ARE NOT SHOWN ON THESE PLANS. (CONTACT CURT HORNE)(909) 930-8540 SOUTHERN CALIFORNIA GAS CO. (800) 227-2600 5. OBTAIN APPROVAL FOR EXACT EQUIPMENT, CROSSWALK AND LIMIT LINE LOCATIONS PRIOR VERIZON TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR (CONTACT STEVE HOCK (909) 469-6327 N Z LAYOUT. CUCAMONGA COUNTY WATER (STRICT (909) 987-2591 J (WATER AND SEWER) UNDERGROUND SERVICE ALERT (800) 227-2600 �► J CIA Y Q V) V) I It W cO * U cV � � rRc w A� —B 1 ST 3. 169 *` 8"UC-6"LC �'� 2" i 0400--- 40 kSTRO Mini-Brac AB -0155-L OR kB-0132-L MOUNT OR kPPROVED EQUAL EMERGENCY VEHICLE DETECTORS Underground Service Alert r CaD TOLL FREE i«e 1-800 422-4103 TWO WORKING DAYS BEFORE YOU DIG SIGNAL POLE LOCATION DETAIL NO SCALE VICINITY MAP �UUU z z < a a a ❑a -r r N HIGHLAND AVENUE 19TH ST a Y BA LINE ROAD W � UUJU F TNILL ❑ a BLV i 5 Q 0 Z Y Project = 8TH STS Location ��I I 4TH ST I r P 1— N Q w NO SCALE NOTE= SPECIAL PROVISIONS FOR THIS WORK ARE ON FILE IN THE OFFICE OF "THE CITY ENGINEER. I.I.S.N.S. LEGEND DETAIL SHEET INDEX 6. Detail Sheet 7. Traffic Signal Modification Plan PREPARED FOR: WINDSOR PACIFIC DEVELOPMENT, LLC 15625 ALTON PARKWAY, SUITE B IRVINE, CA 92618 (949)872-2685 * No. 0958 Exp. 3-3107 C T v 11. F CIF TRAFFIC No. 1578 DATE: 5 _ k 2 -C'b AGA Job No. : 656-001 AGA File Name: FOOHIGHMD Print Date 5/12/06 Last Revision 5/12/06 CI TY NO. DESCRIPTION OF REVISION DATE I APPROVED CITY OF RANCHO CUCAMONGA TRAFFIC SIGNAL DETAIL SHEET FOOTHILL BOULEVARD AND HIGHRIDGE PLACE TRACT NO. 16651 APPROVED BY DATE CITY ENGINEER RCE NO. 24953 DESIGN (714) 992-2990 RECO, ED T FAX 992-2883 1 JATy DRAWN (ATL'' SHEET CAV 6 of 7 CHECKED TRANSPORTATION CONSULTING ENGINEERS DRAWING NO. _%�ttk 1 211 E. Imperial Hwy.. Suite 208 Fullerton. CA 92835 -4nni =T CZ , PHASE DIAGRAM - - - - - 3 WIRE CONDUCTOR - CONSTRUCTION AND 11 01,02,02P /04PPB - - - - 1 /1 i 1 /1 1 /1 SIZE, - CONDUCTOR S_ T(M 2 CONDUIT r RUN NUMBERAWG 3/3 OR . r • 2 2 2 ................®--®; ®y , ° 0 .,, 1 1-E-01 I/ Q Ij6,.Il6r '. I/err: r' 2"C,12PR#19 SIC TO 2 2 1-W-02 I� t r V-2_�) SP-l-CS(N)"= 1 UNUSED 17-2-1 OO(N - DWG SHEET 27 OF 137) • , M'04,08,08P 1-S-08 prri 0 1 1-W-05 5 0 Iir Ilrr I`i•rr 4 2 1-E-06 6 3 I, I/ r I' r I/ , r r r 11 - ')w hr*d PL 5 MAS(N f 2-N-04 12 3 PPB POST(N) 1 2-E-01 9 3 6 2 2-W-02 10 4 1 #' 04 q# y4r r/ rrr 7 2 2-S-08 16 4 17-2-1 OO(N) 860DO(N)'= 1 2-W-05 r i 8 2 L2 -E-06 , PHASE DIAGRAM - - - - - 3 WIRE - - CONSTRUCTION AND 11 01,02,02P /04PPB - - - - 1 /1 1 /1 1 /1 1 /1 MAINTENANCE EASEMENT r CONDUCTOR S_ T(M 2 ,' it CABLE (3-#14, PPB) T T 2/2 3/3 4/4 5/5 9/9 3/3 2/2 1/1 90.809 #10 LUMINAIRE 2 2 2 2 - 2 2 2 ................®--®; ®y , ° 0 Al'I illy. LUMINAIRE rky, M kTAr will a IISNS SIGNAL MOUNTING rr� 1111111=1111111110 r tf 12 IISNS 2 2 2 2 - 2 2 ®®------"- - ---- --------- EXACT LOCATION OF SIGNAL STANDARDS SHALL BE APPROVED BY THE CITY ENGINEER 0R HIS REPRESENTATIVE IN THE FIELD. : ALL EQUIPMENT IS EXISTING UNLESS SHOWN AS R RELOCATED, M MODIFIED OR N NEW. 12PR 19 SIGNAL INTERCONNECT (SIC) - - - - 2 1 1 1 t O O a ( ) OPTICOM MODEL 138 EVPE 1 1 2 2 4 1 1 - 10 ' ' INSTALL ON SPECIAL IISNS ARM PER DETAIL "A". ■ i , 01 - - - 2 2 - - - a ; ** EXISTING IISNS IS SINGLE -FACE. INSTALL SECOND FACE SIGN PANEL TO MATCH EXISTING. LC 02 - - - - 3 3 3 3 ° 11 , 1.5 C,1 D TYPE C- d: - 2 2 2 2 - - - 12 04 -- ; . t t RC PB DETECTOR 05 - - - - 2 2 2 2 _aw a I ; �� t C) U- LEAD-IN CABLE 6 - - - 3 3 - - - ,p. :� c� 08 2(E) 2(E) ° o _�T----------- -- -- - - - - - PB __- ---__-4 25 2 TOTAL DLC 2 2 7 14 7 5 5 N <" 4 3 1.5 C,1DLC _ ------------- wo- ECENT FILL 25% 25% 24% 26% 43% 33% 24% 35% R/W `� 15 10 16 ... - 5 - - CONDUIT SIZE 2.5 3 3.5 4 2-3"(E) Y(E) 311(E) 2"(E) -- CONTRACTOR SHALL TERMINATE CONDUCTORS IN TERMINAL COMPARTMENTS AND IN THE CONTROLLER CABINET TO\< <' Q' 11 J 08P F �'\\ "__---""""-" _ _ _ _ _ Ag �;\„_� AB - AB ACHIEVE OPERATION SHOWN. r - \� 6 - _ t , -''� ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE INDICATED AS (E) EXISTING. - �6P06 AB _ _ - _ PB RC 04 __- EXISTING CONDUCTORS NOT REUSED SHALL BE REMOVED. / _ a - ^ - 345' TO BACK 6 ' 08 �8 _ - s d" _ K 00 14 CB 4P; ` 5 RL p ! 1`y \ ,t" EVP 08 ,tY AB06P -A 108 RC PB t - . EX R96/R96B15 EAB - __ -` �\T,.,...,...RS R61-19(CA) _ c — '� ..- - RS AB ., __—� �1 13 000 06 - r r r- r r r J r r r r s / J J r rRS R3-4 r EVP �1 +�6 EVP 02+05 ` ` ;• ` " " `_ _ - -- _____-- .�—..--- •-� :...; _ _ ^®�------ —:.... r " - •: ~ RLs:a ,------ --------------------------------------------------- -`------ ---- ------------------------------------ 02 r _ - r — — __ 12 --- -- - - r " C,1 R#1 C, AVENUE 2" 2P 9 SI TO VINEYARD AB " �' ..�-. -:..-�2 CB -..- � = -._------ - ( CIT PLANS, SEE SHEET 27 OF 13 7) _ Y CITY 7 \ \ UB -J 14 13 AB -00 .► .0000 0 t EX R96/R96B 8 6 3 t -..�--,'" _ .. - " - ......... EVP 04 04 r . �....: AB R/W \ J J J ♦ ': , J ,J r J J \ AB ` \ \ I \ RC PB / 61 6E 17 .. Sc 9 «« ; LOOPS ®' ♦ 7♦, .00.00 R/W , \\ / 2"C,1 DLC, 12PR 19 SIC PER CITY DWG 1979 SHEET 27 OF 137) .00 l P DETECTOR SCHEDULE LOOPS PER ®� CHANNEL ♦ ' DETECTOR RA "2"C,1 DLC,(12PR#19 SIC 1 UNUSED 3 Highridge PL �Mi 6100 M A S_ T(M 2 1-N-04 EXISTING 2 PPB POST(N) SHEET 27 OF 137) mommly .,, 1 1-E-01 1 ---- -- - r' 2"C,12PR#19 SIC TO 2 2 1-W-02 2 3 V-2_�) SP-l-CS(N)"= 1 UNUSED 17-2-1 OO(N - DWG SHEET 27 OF 137) ilIBLVD Footh (R)IM 8500 1-S-08 8 [�V— 1 — T(N) 1 1-W-05 5 1 °� d 4 2 1-E-06 6 3 29-5-100(N) UNUSED 11 - ')w hr*d PL 5 MAS(N f 2-N-04 12 3 PPB POST(N) 1 2-E-01 9 3 6 2 2-W-02 10 4 1 UNUSED 15 - 7 2 2-S-08 16 4 17-2-1 OO(N) 860DO(N)'= 1 2-W-05 13 PP13 POST(N) 8 2 L2 -E-06 14 4 tf 12 IISNS 2 2 2 2 - 2 2 ®®------"- - ---- --------- EXACT LOCATION OF SIGNAL STANDARDS SHALL BE APPROVED BY THE CITY ENGINEER 0R HIS REPRESENTATIVE IN THE FIELD. : ALL EQUIPMENT IS EXISTING UNLESS SHOWN AS R RELOCATED, M MODIFIED OR N NEW. 12PR 19 SIGNAL INTERCONNECT (SIC) - - - - 2 1 1 1 t O O a ( ) OPTICOM MODEL 138 EVPE 1 1 2 2 4 1 1 - 10 ' ' INSTALL ON SPECIAL IISNS ARM PER DETAIL "A". ■ i , 01 - - - 2 2 - - - a ; ** EXISTING IISNS IS SINGLE -FACE. INSTALL SECOND FACE SIGN PANEL TO MATCH EXISTING. LC 02 - - - - 3 3 3 3 ° 11 , 1.5 C,1 D TYPE C- d: - 2 2 2 2 - - - 12 04 -- ; . t t RC PB DETECTOR 05 - - - - 2 2 2 2 _aw a I ; �� t C) U- LEAD-IN CABLE 6 - - - 3 3 - - - ,p. :� c� 08 2(E) 2(E) ° o _�T----------- -- -- - - - - - PB __- ---__-4 25 2 TOTAL DLC 2 2 7 14 7 5 5 N <" 4 3 1.5 C,1DLC _ ------------- wo- ECENT FILL 25% 25% 24% 26% 43% 33% 24% 35% R/W `� 15 10 16 ... - 5 - - CONDUIT SIZE 2.5 3 3.5 4 2-3"(E) Y(E) 311(E) 2"(E) -- CONTRACTOR SHALL TERMINATE CONDUCTORS IN TERMINAL COMPARTMENTS AND IN THE CONTROLLER CABINET TO\< <' Q' 11 J 08P F �'\\ "__---""""-" _ _ _ _ _ Ag �;\„_� AB - AB ACHIEVE OPERATION SHOWN. r - \� 6 - _ t , -''� ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE INDICATED AS (E) EXISTING. - �6P06 AB _ _ - _ PB RC 04 __- EXISTING CONDUCTORS NOT REUSED SHALL BE REMOVED. / _ a - ^ - 345' TO BACK 6 ' 08 �8 _ - s d" _ K 00 14 CB 4P; ` 5 RL p ! 1`y \ ,t" EVP 08 ,tY AB06P -A 108 RC PB t - . EX R96/R96B15 EAB - __ -` �\T,.,...,...RS R61-19(CA) _ c — '� ..- - RS AB ., __—� �1 13 000 06 - r r r- r r r J r r r r s / J J r rRS R3-4 r EVP �1 +�6 EVP 02+05 ` ` ;• ` " " `_ _ - -- _____-- .�—..--- •-� :...; _ _ ^®�------ —:.... r " - •: ~ RLs:a ,------ --------------------------------------------------- -`------ ---- ------------------------------------ 02 r _ - r — — __ 12 --- -- - - r " C,1 R#1 C, AVENUE 2" 2P 9 SI TO VINEYARD AB " �' ..�-. -:..-�2 CB -..- � = -._------ - ( CIT PLANS, SEE SHEET 27 OF 13 7) _ Y CITY 7 \ \ UB -J 14 13 AB -00 .► .0000 0 t EX R96/R96B 8 6 3 t -..�--,'" _ .. - " - ......... EVP 04 04 r . �....: AB R/W \ J J J ♦ ': , J ,J r J J \ AB ` \ \ I \ RC PB / 61 6E 17 .. Sc 9 «« ; LOOPS ®' ♦ 7♦, .00.00 R/W , \\ / 2"C,1 DLC, 12PR 19 SIC PER CITY DWG 1979 SHEET 27 OF 137) .00 l P DETECTOR SCHEDULE LOOPS PER ®� CHANNEL ♦ ' DETECTOR RA below. Call before you i. DETECTOR RACK #1 (CONTINUE) "2"C,1 DLC,(12PR#19 SIC 1 UNUSED 3 - (PER CITY DWG 1979 1 2 1-N-04 4 2 ' SHEET 27 OF 137) mommly .,, 1 1-E-01 1 1 r' 2"C,12PR#19 SIC TO 2 2 1-W-02 2 3 BAKER AVENUE (PER CITY3 1 UNUSED 7 - DWG SHEET 27 OF 137) 2 1-S-08 8 1 1 1-W-05 5 1 °� d 4 2 1-E-06 6 3 1 UNUSED 11 - 5 2 2-N-04 12 3 1 2-E-01 9 3 6 2 2-W-02 10 4 1 UNUSED 15 - 7 2 2-S-08 16 4 ® 1 2-W-05 13 3 8 2 L2 -E-06 14 4 below. Call before you i. DETECTOR RACK #1 (CONTINUE) t _ \,2�� 1 8P \\ ! :, --- EX 2"C,3#6 2"C,12PR#19 SIC (SEE CITY AB :•=t: \\,,' ,,'f :j; PLANS SHEET 27 OF 137) 5 7 EX 9"r ,3#10,2#12 . c: 6V� °. ~'g EX TYPE III -CF SIGNAL AND LIGHTING SERVICE _cr-.. ► �X 1.5"C-Inl C t 108 ,,'f EX 2"C,3 61 °a El14 t 16 srt 7 "LOOPS \\ \ \ • LOOPS X 1.5"C 1DLC "'♦ \ .0 \\\ AB \ RAISED !� `'•• ��'� EDIAN 41,4r# Ss,44r# 410 o e 40 RAISED `"®♦� EDIA s ®« , •\ ♦r 40 4r 4F# ,.,� ir----------------- •♦, ,,�'` ®.�. 40 I\ CONSTRUCTION AND MAINTENANCE EASEMENT PREPARED Or LBIL VILLA TUSCANY, LLC. 26500 WEST ' # `' `#A1 SUITE ri 1 c ( , 91302 (818) 222-2355 CONSTRUCTION NOTES (THIS SHEET): 1 REUSE EXISTING ECONOLITE ASC/3-2100 ASSEMBLY IN TYPE "0" CABINET, BATTERY BACK-UP SYSTEM (BBS), AND EMERGENCY VEHICLE PRE-EMPTION (EVP) SYSTEM. ADD 5-222 DETECTORS IN EXISTING RACK. 2 REMOVE AND SALVAGE TYPE 17-3-129 SIGNAL STANDARD COMPLETE. REMOVE FOUNDATION AND SALVAGE R61 SIGN. RELOCATE EVP DETECTOR TO POLE (Z). 3 REMOVE AND SALVAGE TYPE 26-4-129 STANDARD COMPLETE. REMOVE FOUNDATION. RELOCATE EVP DETECTOR TO POLE (D. 4 REMOVE AND SALVAGE TYPE 15 STANDARD COMPLETE. REMOVE FOUNDATION. 5 REMOVE AND SALVAGE MAST ARM AND THREE SIGNAL HEADS NOT REUSED. 6 RELOCATE EXISTING EVP DETECTOR TO NEW SIGNAL HEAD. 7 INSTALL GTT OPTICOM DETECTOR MODEL 711 ON SIGNAL HEAD PER CALTRANS STD. PLAN ES -4E (1 EA, TOTAL). RUN OPTICOM MODEL 138 DETECTOR CABLE IN CONDUIT TO CONTROLLER CABINET. CONTACT GTT COMPANY REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. g REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING AND PAVEMENT LEGENDS. REMOVE CONFLICTING PAVEMENT MARKERS. g PAINT 4" DOUBLE YELLOW STRIPE AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±40 L.F. TOTAL). 10 PAINT 4" DOUBLE YELLOW MEDIAN AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±50 L.F. TOTAL). 11 PAINT "ARROW" LEGEND TYPE IV(L) AS SHOWN (4 EA. TOTAL). L000nj 12 PAINT 8" WHITE CHANNELIZING LINE AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±70 L.F. TOTAL). 13 PAINT 4" SOLID WHITE LINE STRIPE PER CITY STD. PLAN 133 (±50 L.F. TOTAL). 14 PAINT 12" WHITE CROSSWALK PER CITY STD. PLAN 133 (±670 L.F. TOTAL). 15 PAINT 6" WHITE LINE STRIPE PER CITY STD, PLAN 133 (±20 L.F. TOTAL). 16 INSTALL R3-4 SIGN ON SIGNAL MAST ARM (2 EA. TOTAL). 17 REPLACE EXISTING PULL BOX WITH #6E PULL BOX AS INDICATED ON PLAN (1 EA. TOTAL). TRAFFIC No. 1575 DATE: AGA Job No. : 748-001 AGA File Name: FOOHIG—VILLA_MD.DWG Print Date 03/07/2011 Last Revision : 03/07/2011 oa Sao ii, or g • i � iiiii m) all t _ \,2�� 1 8P \\ ! :, --- EX 2"C,3#6 2"C,12PR#19 SIC (SEE CITY AB :•=t: \\,,' ,,'f :j; PLANS SHEET 27 OF 137) 5 7 EX 9"r ,3#10,2#12 . c: 6V� °. ~'g EX TYPE III -CF SIGNAL AND LIGHTING SERVICE _cr-.. ► �X 1.5"C-Inl C t 108 ,,'f EX 2"C,3 61 °a El14 t 16 srt 7 "LOOPS \\ \ \ • LOOPS X 1.5"C 1DLC "'♦ \ .0 \\\ AB \ RAISED !� `'•• ��'� EDIAN 41,4r# Ss,44r# 410 o e 40 RAISED `"®♦� EDIA s ®« , •\ ♦r 40 4r 4F# ,.,� ir----------------- •♦, ,,�'` ®.�. 40 I\ CONSTRUCTION AND MAINTENANCE EASEMENT PREPARED Or LBIL VILLA TUSCANY, LLC. 26500 WEST ' # `' `#A1 SUITE ri 1 c ( , 91302 (818) 222-2355 CONSTRUCTION NOTES (THIS SHEET): 1 REUSE EXISTING ECONOLITE ASC/3-2100 ASSEMBLY IN TYPE "0" CABINET, BATTERY BACK-UP SYSTEM (BBS), AND EMERGENCY VEHICLE PRE-EMPTION (EVP) SYSTEM. ADD 5-222 DETECTORS IN EXISTING RACK. 2 REMOVE AND SALVAGE TYPE 17-3-129 SIGNAL STANDARD COMPLETE. REMOVE FOUNDATION AND SALVAGE R61 SIGN. RELOCATE EVP DETECTOR TO POLE (Z). 3 REMOVE AND SALVAGE TYPE 26-4-129 STANDARD COMPLETE. REMOVE FOUNDATION. RELOCATE EVP DETECTOR TO POLE (D. 4 REMOVE AND SALVAGE TYPE 15 STANDARD COMPLETE. REMOVE FOUNDATION. 5 REMOVE AND SALVAGE MAST ARM AND THREE SIGNAL HEADS NOT REUSED. 6 RELOCATE EXISTING EVP DETECTOR TO NEW SIGNAL HEAD. 7 INSTALL GTT OPTICOM DETECTOR MODEL 711 ON SIGNAL HEAD PER CALTRANS STD. PLAN ES -4E (1 EA, TOTAL). RUN OPTICOM MODEL 138 DETECTOR CABLE IN CONDUIT TO CONTROLLER CABINET. CONTACT GTT COMPANY REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. g REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING AND PAVEMENT LEGENDS. REMOVE CONFLICTING PAVEMENT MARKERS. g PAINT 4" DOUBLE YELLOW STRIPE AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±40 L.F. TOTAL). 10 PAINT 4" DOUBLE YELLOW MEDIAN AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±50 L.F. TOTAL). 11 PAINT "ARROW" LEGEND TYPE IV(L) AS SHOWN (4 EA. TOTAL). L000nj 12 PAINT 8" WHITE CHANNELIZING LINE AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±70 L.F. TOTAL). 13 PAINT 4" SOLID WHITE LINE STRIPE PER CITY STD. PLAN 133 (±50 L.F. TOTAL). 14 PAINT 12" WHITE CROSSWALK PER CITY STD. PLAN 133 (±670 L.F. TOTAL). 15 PAINT 6" WHITE LINE STRIPE PER CITY STD, PLAN 133 (±20 L.F. TOTAL). 16 INSTALL R3-4 SIGN ON SIGNAL MAST ARM (2 EA. TOTAL). 17 REPLACE EXISTING PULL BOX WITH #6E PULL BOX AS INDICATED ON PLAN (1 EA. TOTAL). TRAFFIC No. 1575 DATE: AGA Job No. : 748-001 AGA File Name: FOOHIG—VILLA_MD.DWG Print Date 03/07/2011 Last Revision : 03/07/2011 oa Sao lmiiiia m) all mommly 0a��e I�� a t _ \,2�� 1 8P \\ ! :, --- EX 2"C,3#6 2"C,12PR#19 SIC (SEE CITY AB :•=t: \\,,' ,,'f :j; PLANS SHEET 27 OF 137) 5 7 EX 9"r ,3#10,2#12 . c: 6V� °. ~'g EX TYPE III -CF SIGNAL AND LIGHTING SERVICE _cr-.. ► �X 1.5"C-Inl C t 108 ,,'f EX 2"C,3 61 °a El14 t 16 srt 7 "LOOPS \\ \ \ • LOOPS X 1.5"C 1DLC "'♦ \ .0 \\\ AB \ RAISED !� `'•• ��'� EDIAN 41,4r# Ss,44r# 410 o e 40 RAISED `"®♦� EDIA s ®« , •\ ♦r 40 4r 4F# ,.,� ir----------------- •♦, ,,�'` ®.�. 40 I\ CONSTRUCTION AND MAINTENANCE EASEMENT PREPARED Or LBIL VILLA TUSCANY, LLC. 26500 WEST ' # `' `#A1 SUITE ri 1 c ( , 91302 (818) 222-2355 CONSTRUCTION NOTES (THIS SHEET): 1 REUSE EXISTING ECONOLITE ASC/3-2100 ASSEMBLY IN TYPE "0" CABINET, BATTERY BACK-UP SYSTEM (BBS), AND EMERGENCY VEHICLE PRE-EMPTION (EVP) SYSTEM. ADD 5-222 DETECTORS IN EXISTING RACK. 2 REMOVE AND SALVAGE TYPE 17-3-129 SIGNAL STANDARD COMPLETE. REMOVE FOUNDATION AND SALVAGE R61 SIGN. RELOCATE EVP DETECTOR TO POLE (Z). 3 REMOVE AND SALVAGE TYPE 26-4-129 STANDARD COMPLETE. REMOVE FOUNDATION. RELOCATE EVP DETECTOR TO POLE (D. 4 REMOVE AND SALVAGE TYPE 15 STANDARD COMPLETE. REMOVE FOUNDATION. 5 REMOVE AND SALVAGE MAST ARM AND THREE SIGNAL HEADS NOT REUSED. 6 RELOCATE EXISTING EVP DETECTOR TO NEW SIGNAL HEAD. 7 INSTALL GTT OPTICOM DETECTOR MODEL 711 ON SIGNAL HEAD PER CALTRANS STD. PLAN ES -4E (1 EA, TOTAL). RUN OPTICOM MODEL 138 DETECTOR CABLE IN CONDUIT TO CONTROLLER CABINET. CONTACT GTT COMPANY REPRESENTATIVE FOR OPTIMUM LOCATION AND TECHNICAL SUPPORT. g REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING AND PAVEMENT LEGENDS. REMOVE CONFLICTING PAVEMENT MARKERS. g PAINT 4" DOUBLE YELLOW STRIPE AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±40 L.F. TOTAL). 10 PAINT 4" DOUBLE YELLOW MEDIAN AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±50 L.F. TOTAL). 11 PAINT "ARROW" LEGEND TYPE IV(L) AS SHOWN (4 EA. TOTAL). L000nj 12 PAINT 8" WHITE CHANNELIZING LINE AND INSTALL PAVEMENT MARKERS PER CITY STD. PLAN 133 (±70 L.F. TOTAL). 13 PAINT 4" SOLID WHITE LINE STRIPE PER CITY STD. PLAN 133 (±50 L.F. TOTAL). 14 PAINT 12" WHITE CROSSWALK PER CITY STD. PLAN 133 (±670 L.F. TOTAL). 15 PAINT 6" WHITE LINE STRIPE PER CITY STD, PLAN 133 (±20 L.F. TOTAL). 16 INSTALL R3-4 SIGN ON SIGNAL MAST ARM (2 EA. TOTAL). 17 REPLACE EXISTING PULL BOX WITH #6E PULL BOX AS INDICATED ON PLAN (1 EA. TOTAL). TRAFFIC No. 1575 DATE: AGA Job No. : 748-001 AGA File Name: FOOHIG—VILLA_MD.DWG Print Date 03/07/2011 Last Revision : 03/07/2011 . GENERAL NOTES (THIS 1. ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED MAY 2006, CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) DATED JANUARY 21, 2010. PAVEMENT LEGENDS SHALL CONFORM TO CITY STENCILS AS OF DOUBLE YELLOW LINE SHOWN HEREON AND IN THE SPECIAL PROVISIONS. OR MEDIAN CURB FACE 2. MARKERS AND PAINTING PROCEDURES FOR STRIPING SHALL CONFORM TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. 3. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS LEFT TURN LANE N WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AND CONCERNED UTILITY COMPANIES, 48 HOURS PRIOR TO } CONSTRUCTION. LOCATION OF UTILITIES AND SUBSTRUCTURES HAVE BEEN SHOWN FROM A SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR SHALL ® 15 10 o CONDUCT HIS/HER OPERATION IN SUCH A MANNER AS TO PROTECT NOT ONLY THE UTILITIES AND SUBSTRUCTURES SHOWN, BUT OTHER UTILITIES OR LO _ SUBSTRUCTURES THAT ARE NOT SHOWN ON THESE PLANS. 4. LOOP DETECTORS SHALL BE 6 FOOT DIAMETER CENTERED IN THE TRAVELED PORTION OF THE LANE, EXCEPT AS SHOWN ON PLANS OR OTHERWISE 8"WHITE TURNING LANE LINE �' DETERMINED BY THE CITY ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. z 5. NEW VEHICLE INDICATIONS SHALL BE 12" FURNISHED WITH RED, YELLOW AND GREEN "LED" TYPE INDICATIONS. THRU LANE Q 6. NEW PULL BOXES SHALL BE NUMBER 5 EXCEPT AS SHOWN. CONDUIT SHALL BE RIGID METAL EXCEPT AS INDICATED ON PLAN OR SPECIAL PROVISIONS. A < 7. THE CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE 10c� CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. w 8. CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR EXACT POLE, LOOPS, AND EQUIPMENT LOCATIONS PRIOR TO INSTALLATION. �- A B -B 9. ALL TRAFFIC SIGNAL EQUIPMENT REMOVED, NOT REUSED, AND NOT INDICATED TO BE SALVAGED SHALL BECOME THE PROPERTY OF THE CONTRACTOR. 4" LANE LINE 10. THE CONTRACTOR SHALL REMOVE ALL UNUSED WIRES FROM PULL BOXES, POLES, CABINET, AND ABANDONED CONDUITS. � 11. CONTRACTOR SHALL INSTALL "TEMPORARY OVERHEAD WIRING" PRIOR TO CONSTRUCTION TO KEEP THE SIGNAL IN OPERATION. VEHICLE AND PEDESTRIAN °° THRU LANE cv DETECTION WILL NOT BE REQUIRED IN TEMPORARY WIRING. TEMPORARY WIRING WILL NOT BE PAID AS AN EXTRA. + J BCR m } 12. THE CONTRACTOR SHALL PROVIDE ALL PATCH CORDS AND CABLING WITH APPROPRIATE CONNECTORS TO CONNECT ALL THE EXISTING/PROPOSED 10 EQUIPMENT TO HAVE THE SYSTEM FULLY OPERATIONAL. J 0Q0 o SIGNAL POLE N ATI IL. 4 LANE LINE OR TURNING LANE LINE 3: UTILITY COMPANIES PHONE NUMBERS NO SCALE V) 0 SOUTHERN CALIFORNIA EDISON CO. THRU OR RIGHT 10' ry TURN LANE -(1 ( C-0 0CONTACT CURT HORNE} (909) 930-8540 N SOUTHERN CALIFORNIA GAS CO. (951) 335-7507 VERIZON 5' W � (CONTACT CHERYL CONLEY) (909) 469-2246 URB FACE 1' <CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 TOP OFC > (WATER AND SEWER) AT&T TRANSMISSION (CONTACT WALTER WERSTIUK) (714) 963-7964 TIME WARNER CABLE (CONTACT COZETTE MILES) (909) 975-3398 SPRINT LOOP DETECTOR PLACEMENT (CONTACT TIBOR LAKY) (800) 659-9698 REFER TO PLAN FOR DISTANCE UTILITYQUEST FOR CITY RANCHO CUCAMONGA TO ADVANCE DETECTORS (CONTACT JOE STOFA) (909) 477-2700 UTILITYQUEST FOR CHARTER COMMUNICATIONS (CONTACT STUART KING) (951) 343-5165 CITY OF UPLAND WATER DEPARTMENT (CONTACT BILL BRADSHAW) (909) 931-4246 UNDERGROUND SERVICE ALERT 811 ST__ 3,► 16 ,i , 8"UC-61C 2' 10 40--m " VICINITY MAP I.I.S.N.S. LEGEND DETAIL H• M� NOT TO SCALEUJ C� C� — No. cnUw "5 > J LIJ > > kpo�, CIVI N<> - —� � SR -21Q., SR -216= OF GP V) U HIGHLAND AVENUE � TRAFFIC No, 15%5 DATE: 19TH ST VICTORIA PARK L 318" w AGA Job No. 748-001 7 16" DIA HOLE IN CLAMP SUPPLIED BASE LINE ROAD W 1.5" DIA DEBURRED / " " " ca AGA File Name; FOONIG_VILLA_MD.DW BACK CLAMP HOLE IN CLAMP WITH A TYPE P 3/8 –16UNC BLUNT Print Date 03/07f 2011 '� SPECIFY WITH 4 BOLTS POINT TAPPING SCREW Last Revision 03 f 07 f 2011 (ASTM A-307) (PILOT HOLE TO BE FIELD DRILLED) °- h UJ BLVD NOTCH DR DRILL ® � FO THILL FOR DRAINAGE 1" DIA HOLE WITH GROMMET = IN POLE (FIELD DRILLED) U o 1/4" PL L TAIL O z w CITY CLAMP (TYPICAL FOR 8' ISNS) � m � ¢ J W W = N0, DESCRIPTION OF REVISION DATE APPROVED 10, Project Q 6TH ST NO SCALE'N N A0"" 1 TY OF RANUH AMO ----12" ---- 72" 24" Location REMOVABLE CAP 4TH ST PREPARED FOR: DETAILS SHEET LBIL VILLA TUSCANY, LLC.FOOTHILL BOULEVARD BE�-; 26500 WEST AGOURA ROAD STREET NAME NCL SUITE 120 AND HIGHRIDGE PLACE CALABASAS, CA 91302 J TYPE LB 1/2" CONDULET WATER (818) 222-2355 12"---) 8 77GHT ELECTRICAL BOX DATE APPROVED BY — CITY ENGINEER RCE NO. (714) 992-2990 RECOM NDE L1. . MOUNTING DETAILa DESIGN FAX 992-2883 D NOT TO SCALE ALBERT DRAWNI_YA§� SHEET 1 8 OF 8 NOTE: SPECIAL PROVISIONS IS WORK ARE ON ENGINEER.CITY CHECKED TRANSPORTATION CONSULTING ENGINEERS DRAWING NO. NOTE: H I L ACCURATE L.211 E. Imperial Hwy., Suite 208 Fullerton, CA 92835 3001 — TS ME CONDUCTOR SCHEDULE AWG SIZE, Wh9E OR CABLE TYPE STD PHASES CONDUIT SIZE AND RUN NUMBER 1 2 3 4 NA 7 A- 12 WIRE 1 01, 06, 06P 1 /- 1 /- 1/_ 1/_ 1/_ - - - CONDUCTOR CABLE 2 04, 08 /06PPB - 1/1 / 1/1 1/1 1/1 - - - 11-#14 3 04, 04P /06PPB - - 1/1 1/1 1/1 - - - 1- #12 15'(N) 05, 06, 06P /04PPB - - - 1/1 1/1 - - - 5 5 02, 05, 02P /04PPB - - - - 1/1 - - - 04(N) 6 04, 08, 04P /02PPB - - - - 1(E)/1(E)1(E)/1(E)- - - — - 7 08 /02PPB - - - -_1/1(E) 15 1 /1(E) 1/1(E) - 3 WIRE 8 01, 02, 02P - - - - 1(E)/- 1(E)/- 1(E)/- 1(E)/- CONDUCTOR CABLE - 15' 20OW - - - SV -2 -TA SP -1 -CS - 3' (3-#14, PPB) TOTAL CABLES 1/- 2/1 3/2 4/3 8/6 3/2 2/1 1/- #10 LUMINAIRE 2 2 2 2 - 2(E) 2(E) 2(E) #12 IISNS 2 2 2 2 - 2 2 - EVPE CABLE 1 2 2 2 4 1 1 - 01 - - - 2 2 - - - 02 - - - - 6(E) 6(E) 6(E) 6(E) TYPE C 04 - - - - 3(E) 3(E) - - DETECTOR 05 - - - - 2 2 2 2 LEAD-IN CABLE 06 - - - 2 2,3(E) - - - 08 - 2 2 2 2 - - - TOTAL DLC - 2 2 6 20 11 8 8 PERCENT FILL 16% 179 25% 269 30% 32% 22% 303 CONDUIT SIZE 2" 3" 3" 3.5" -3.50(E 3"(E) 3'(E) 2"(E) ALL CONDUIT AND CONDUCTORS ARE NEW UNLESS OTHERWISE INDICATED AS (E) EXISTING. EXISTING CONDUCTORS NOT REUSED SHALL BE REMOVED. R/W PHASE DIAGRAM aw- 02 06 NOT USED 03 NOT USED 07 I lI 1 04 08 POLE SCHEDULE STANDARD LUMINAIREIISNS HIPSLEGEND 30' SIGNAL MOUNTING PP8 POLE LOCATION No. I TYPE GT. H SIG. M.A. ILUM. M.A. I VEHICLE I PED PHASE I A I B 1 26-4-129 30' 45' 15' 20OW Highridge8 0o MAS MAS 1-T SP-1-CS(N) - 13' 1' 2 1-A (N) 10' - - - - - - TV-2-T(N) - 06(N) 3' 3' 3 105 (N) 30' - 12'(N) 200W(R) Foothill86)(R - - SV-1-T(N) SP-1-CS(R) 06(N) 3' 9' 4 15 (N) 30' - 15'(N) 20OW(N) - - - SV-2-TA(N) SP-1-CS(N) 04(N) 3' 4' 5 61-5-129(N) 30' 60'(N) 15'(N) 20OW(R) ighridge 8P,,(R) MAS(N) MANJ MAS R SV-1-T(R) SP-1-CS(R) 04(N) 3' 11' 6 1-A 10' - - - - - - TV-2-T(N) SP -1 -CS 02 3' 17' 7 15 30' - 12' 20OW Foothill86w(N) - - SV-1-T(N) - I 02 3' 22' 8 15 30' - 15' 20OW - - - SV -2 -TA SP -1 -CS - 3' 10' ALL EQUIPMENT IS EXISTING UNLESS SHOWN AS (R) RELOCATED, (M) MODIFIED OR (N) NEW. CONSTRUCTION AND ! * INSTALL ON SPECIAL IISNS ARM PER DETAIL "A". MAINTENANCE EASEMENT `� ,% i�XjS�1IrNAIA-- f-IIS MN�INAT SINGLE-FACE.INSTALL rW%1St4V9FACE 604,&VNEL TO MATCH EXISTING. O 00101 cow-, EX R96/R96B- E EX R26 —� lw EX 1.5"C,3DLC w EX R/W AND LIGHTING SERVICE 1 1 AB ------ ----- EX 1.5"C,3DLC _----------------------------------------------- w -- EX 3"C, SIC (FIBER OPTIC) TO EXISTING CONTROLLER AT VINEYARD AVE. i ' � moi' �' _ /' ♦ - _ \ 1 /\ �,-'� F ♦`♦8`•� ` C7 \\\ j/CONSTRUCTION NOTES (THIS SHEET): PREPARED FOR: 40955O;1 No. N\ REUSE ED— REUSE EXISTING MODEL 170 CONTROLLER ASSEMBLY WITH MODEL 332 CABINET AND Exp. 3-31-07 w �?�♦ `;\ X 1.5"C,1DLC WINDSOR PACIFIC DEVELOPMENT LLC s \\ ;,�, •� EVP SYSTEM ON TYPE P CABINET BASE. MODIFY CONTROLLER AND OPERATION FROM cI v 1 � /� }s / ♦� \\\ �; • 4 TO 6 PHASES, ADD 4 DETECTOR CHANNELS AND 3 LOAD SWITCHES. IRVINE, ALTON PARKWAY, SUITE B ATFGF GN '' �� �r�' __ �y �' � ♦� \`\ ����` �-� ^J ` ` �� IRVINE, CA 92618 REMOVE AND SALVAGE TYPE 17-3-129 SIGNAL STANDARD COMPLETE. (949)872-2685 TRAFFIC No. 1575 EX R/W REMOVE FOUNDATION ND SALVAGE R61 SIGN. RELOCATE EVP AISED k -/5- q"6 . G - � �♦ �`� R`� `, ` `_-� '' •`♦ v�IEDIAN `\ DETECTOR TO POLE 2 DATE:�!-/ S AGA Job No. : 656-001 `♦ a, • �3 — REMOVE AND SALVAGE EXISTING TYPE 26-4-129 STANDARD COMPLETE. AGA File Name: FOOHIGHMD REMOVE FOUNDATION. RELOCATE EQUIPMENT TO NEW POLE PER POLE SCHEDULE. Print Date 8/15/06 EX 1.5"C,4DL �`�� RAISE ,;;, Lost Revision 8/15/06 '' ; ♦ EDIA 1 • El REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING AND PAVEMENT G / �� • LEGENDS. REMOVE CONFLICTING PAVEMENT MARKERS. `. j/, -moi � `♦ I • �� `♦ ; 'y`. PAINT 4" DOUBLE YELLOW STRIPE AND INSTALL PAVEMENT MARKERS -♦����.�'� PER CITY STD. PLAN 133 (240± L.F. TOTAL). I -------------- ♦ i CITY �` �� PAINT 4" DOUBLE YELLOW MEDIAN AND INSTALL PAVEMENT N0. DESCRIPTION OF REVISION DATE APPROVI EX 1.5"C,3DLC r, `♦♦ .0•' MARKERS PER CITY STD. PLAN 133 (240± L.F. TOTAL). '- � EX 3"C, (FLIT SIC), CITY OF RANCHO CUCAMONGA PULL ROPE '' I El PAINT 12" WHITE CROSSWALK OR LIMIT LINE (500± L.F. TOTAL). GENERAL NOTES: iL CONSTRUCTION AND TRAFFIC SIGNAL MODIFICATION PLAN ; -------------------- :MAINTENANCE EASEMENT 8U- - PAINT "ARROW" LEGEND TYPE IV(L) OR (R) AS SHOWN. (10 EA. TOTAL). / 1 — ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO CALTRANS STANDARD FOOTHILL BOULEVARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992 AND SPECIAL PROVISIONS. U PAINT 8" WHITE CHANNELIZING LINE AND INSTALL PAVEMENT MARKERS PER CITY STD. AND HIGHRIDGE PLACE 2 — CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR EXACT EQUIPMENT AND LOOP PLAN 133 (350± L.F.TOTAL). DETECTOR LOCA110NS PRIOR TO INSTALLATION. TRACT NO. 16651 10 PAINT 12" YELLOW DIAGONAL STRIPE (30' SPACING) (100± L.F. TOTAL). 3 — ALL NEW VEHICLE HEADS SHALL BE 12" WITH RED, YELLOW AND GREEN 'LED' TYPE INDICATIONS.NEW APPROVED BY / /' ' /d DATE SEE SPECIAL PEDESTRIAN PROVISONS.ONS SHALL BE TYPE A WITH FULL 'LED' COUNTDOWN TYPE MODULES. w CITY FNGINFFR x (` L�(�WYVXII�RCF Nn_ 94953 SCALE:1"=20'