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HomeMy WebLinkAbout2258-1CONDUCTOR NO - 02 PAINT OR REPAINT TWO-WAY LEFT TURN LANE LINE PER DET. 32 SCHEDULE P O L E S C H E D U L E ® REPAINT SKIP LANELINE PER DET. 9 WG CIRCUIT O PAINT OR REPAINT TYPE IV ARROW 2 1 1 6 PAINT 12" YELLOW X -WALK LINE 7 PAINT 12" WHITE CHEVRON LINES ARMS 6 A 8 9 S.N.S. 01 C TYPE HT. 3 3 H.P.S.V. TYPE PHASE QUAD ® REMOVE EXISTING STRIPING, PAVEMENT MARKINGS AND LEGENDS. 3 PED. 02 3 3 3 3 3 55 15 250 W 3 MAS 03 SP -1 -CS Palmetto Ave. 4.9 5.5 2 3 3 ; I APPROVED BY: �� . G� DATE::/�•!G'3 CITY ENGINEER R.C.E. 25126 3 1 2 04 REV. TV -1-T 3 3 3 3 3 19A-4-80 3 25 05 3 3 3 3 3 3 3 3 6 1-A 06 1 1 3 3 1 3 6 4 07 26A-4-80 3 3 3 3 B 8 W 1 MAS SV -1 -T 3 Palmetto Ave. 08 3.5 61 1-A 10 3 3 1 3 TV -2-T 02P 2 2 2 2 7 2 #14 04 P TP -1 2 1 2 2 2 19A-4-80 35 4 15 06P B 2 N MAS MAS SV -1-T SP -1 -CS Arrow Blvd. 2 2 2 2 35 08P 15 2 2 2 2 1 2 2 L11.5 4 02 PPB 1 2 2 2 2 04 PPB 1 1 2 06 PPB 2 1 2 08 PPB 1 1 1 1 1 1 1 1 2 PPB COMMON 1 1 1 1 1 1 1 1 2 SPARES 3 3 1 3 1 3 3 3 3 1 3 6 TOTAL 11 19 25 29 29 25 22 13 55 12 AUTOSCOPE 2 2 2 2 2 2 2 LUMINAIRE 2 2 2 2 2 2 2 #10 SIGNAL COMMON 1 1 1 1 1 1 1 1 1 1 2 TOTAL 3 3 3 1 3 3 3 1 4 VIDEO CABLE # 1 1 2 2 2 1 1 4 OPIICOM CABLE 1 1 2 1 2 2 1 1 4 CONDUIT SIZE 1 3° 1 3° 3.5° 1 3.5° 1 3.5" 3.5° 1 3" 3" 2-3" * VIDEO CABLE SHALL BE BELDEN 8281 PER SPECIAL PROVISIONS. ARROW stect" Most Arm EVPE DETECTOR MOUNTING DETAIL Not to Scale SCALt.-_1 "=20' W Q 2" C., 2 #6, 1 #8 bi U w z z Q U V) w EXIST CHAIN LINK FENCE 1ED0 TELE VAULT OMNI -TRANS SIGN - F -- .......- - - - - - - - - - - - - #31 LF _ EXIST C & G R2-35 #3 /Z own_ I & SIDEWALK 9 40 ® N 4 Q9 2)� O Lpj TELE MH � O ^ o d— N SEE SHEET 2 OF N � - EXIST C & G 7 8 W W PACTNG- SEE -DET.- " W 0 1/2 MINN. 9 -- - - - - - - - - - - - - - - - - - - L= ® 200' TO XWALK LIN E a i ,io X 14' 1 � 3 0 9 R V L BLV D14 n 2P NO - 02 PAINT OR REPAINT TWO-WAY LEFT TURN LANE LINE PER DET. 32 I I P O L E S C H E D U L E ® REPAINT SKIP LANELINE PER DET. 9 R26(S) _ _ O PAINT OR REPAINT TYPE IV ARROW LSTANDARD 1 1 6 PAINT 12" YELLOW X -WALK LINE 7 PAINT 12" WHITE CHEVRON LINES ARMS LUIWARE PED PUSH BT. R 28(S) -LT SIGNAL MOUNTING S.N.S. PLACEMENT C TYPE HT. SIG. WM. H.P.S.V. TYPE PHASE QUAD ® REMOVE EXISTING STRIPING, PAVEMENT MARKINGS AND LEGENDS. VEHICLE PED. MESSAGE A B 1 29A-5-80 35 55 15 250 W B 4 E MAS MAS SV -1-T SP -1 -CS Palmetto Ave. 4.9 5.5 2 1-A 10 ; I APPROVED BY: �� . G� DATE::/�•!G'3 CITY ENGINEER R.C.E. 25126 DRAWING NO.. 2258 1 2 B 6 S REV. TV -1-T SP -1 -CS ENGR. 4.8 3 3 19A-4-80 35 25 15 250 W B 6 S MAS MAS SV -1-T SP -1 -CS Arrow Blvd. 3 4.8 4 1-A 10 B 8 W TV -2-T SP -1 -CS 51 4 51 26A-4-80 35 35 15 250 W B 8 W MAS MAS SV -1 -T Palmetto Ave. 25 3.5 61 1-A 10 TV -2-T SP -1 -CS 7 3.5 7 1-A 7 B 2 S TP -1 -15 ---3'- 81 19A-4-80 35 25 15 250 W B 2 N MAS MAS SV -1-T SP -1 -CS Arrow Blvd. 9 3 9 19A-1-80 35 25 15 250 W B 4 E TV -2-T SP -1 -CS L11.5 3 stect" Most Arm EVPE DETECTOR MOUNTING DETAIL Not to Scale SCALt.-_1 "=20' W Q 2" C., 2 #6, 1 #8 bi U w z z Q U V) w EXIST CHAIN LINK FENCE 1ED0 TELE VAULT OMNI -TRANS SIGN - F -- .......- - - - - - - - - - - - - #31 LF _ EXIST C & G R2-35 #3 /Z own_ I & SIDEWALK 9 40 ® N 4 Q9 2)� O Lpj TELE MH � O ^ o d— N SEE SHEET 2 OF N � - EXIST C & G 7 8 W W PACTNG- SEE -DET.- " W 0 1/2 MINN. 9 -- - - - - - - - - - - - - - - - - - - L= ® 200' TO XWALK LIN E a i ,io X 14' 1 � 3 0 9 R V L BLV D14 n 2P 100' IDENTICAL ® POINT � ~ PP � 16463E IB TEL BOX w .0011 C+� ,2 r] IF6� r #5E i 200' TO XWALK -------------------------------- 9 L O� EXIST C & G 2 O 90 , ) 170' TO XWALK EXIST C & G O R EXIST R/W TELE POLE AC SWK 1 /l 0 GUY MB DWY DWY 1 l l ❑ 1 / I� 0s I� ^ I I © I �/ W 7 I=- 0� �6P _T- _ CD EXIST C & G W W ^ - I 12 _ _T _ I N I I N 1- Q I I ---- ---- ---- L r-- W W ^ L_ _ _ _ -- - . 06 0 O vs � — i. _- _-_------ ®-- _-- -------------_- _-_-_-- ------------_-_-- 1 -G- — -G- — W �'--�- I o ---------_ -_-_---- I � 1 ❑ O I - - - - SMH 0 I W T— 4 -� 12 W 2 I W I T 02 c - E ­R2 -35 ol T ;� © `-----------I------------------- #6 EXIST C & G _ — I 02 - I % ,� I `,/ =�'� EXIST R/W VY 1 6 5❑ 7 MODIFY EXISTING I I 6 WHEEL CHAIR RAMP --1- FH 9 R INSTALLATION OF POLE 6 04 04 7 1 I I OI REQUIRES TEMPORARY WIRING I �. 04 /A 4 I 102PI 1. C.� Z Y 1121- J Q (j X W 112:� O 11 O 1--p � N J O i 0 I I NO - 02 PAINT OR REPAINT TWO-WAY LEFT TURN LANE LINE PER DET. 32 I I 03 PAINT OR REPAINT CHANNELIZING LINE PER DET. 38 WM 100' TO XWALK LINE ® REPAINT SKIP LANELINE PER DET. 9 R26(S) _ _ O PAINT OR REPAINT TYPE IV ARROW NO 1 1 6 PAINT 12" YELLOW X -WALK LINE 7 PAINT 12" WHITE CHEVRON LINES STOPPING A; TIME ® g0L INSTALL NO STOPPING SIGN R -26(S) AND POST. R 28(S) -LT 100' IDENTICAL ® POINT � ~ PP � 16463E IB TEL BOX w .0011 C+� ,2 r] IF6� r #5E i 200' TO XWALK -------------------------------- 9 L O� EXIST C & G 2 O 90 , ) 170' TO XWALK EXIST C & G O R EXIST R/W TELE POLE AC SWK 1 /l 0 GUY MB DWY DWY 1 l l ❑ 1 / I� 0s I� ^ I I © I �/ W 7 I=- 0� �6P _T- _ CD EXIST C & G W W ^ - I 12 _ _T _ I N I I N 1- Q I I ---- ---- ---- L r-- W W ^ L_ _ _ _ -- - . 06 0 O vs � — i. _- _-_------ ®-- _-- -------------_- _-_-_-- ------------_-_-- 1 -G- — -G- — W �'--�- I o ---------_ -_-_---- I � 1 ❑ O I - - - - SMH 0 I W T— 4 -� 12 W 2 I W I T 02 c - E ­R2 -35 ol T ;� © `-----------I------------------- #6 EXIST C & G _ — I 02 - I % ,� I `,/ =�'� EXIST R/W VY 1 6 5❑ 7 MODIFY EXISTING I I 6 WHEEL CHAIR RAMP --1- FH 9 R INSTALLATION OF POLE 6 04 04 7 1 I I OI REQUIRES TEMPORARY WIRING I �. 04 /A 4 I 102PI 1. C.� Z Y 1121- J Q (j X W 112:� O 11 O 1--p � N J O i 0 I I 1-800-422-4133 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING O A UNDER(OUUNND ERT AL BEFORE EXCAVATING THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 O R 160' TO XWALK c� z- - - - - - - - - - - - - - -- \'I EXIST C & G ry _j - �-- Q W W 1 •. co � 1 35 0 LTJ X Q Of 00 0 — -- — — — — o o O Lf�--(.,-vi -- -- G-- o --� �I EXIST C & G AND SIDEWALK �I DWY 9 L 240' TO XWALK PROVIDE 4' CLEAR y' p � � v li 100' O LI jI W I II � r I � --��p WM �o,o � I ,-- ,� X LLj I' I owY16'10' ' 11 XIS w I 3P� 21� DWY ..... '�IPP #1056048E DWY I i �$ 1 �0' j TO 61ALK IDENTICAL POINT � STRIPING CONSTRUCTION NOTES O PAINT OR REPAINT DOUBLE YELLOW CENTERLINE PER DET. 22 NO 02 PAINT OR REPAINT TWO-WAY LEFT TURN LANE LINE PER DET. 32 STOPPING 03 PAINT OR REPAINT CHANNELIZING LINE PER DET. 38 WM 100' TO XWALK LINE ® REPAINT SKIP LANELINE PER DET. 9 R26(S) O PAINT OR REPAINT TYPE IV ARROW NO 6 PAINT 12" YELLOW X -WALK LINE 7 PAINT 12" WHITE CHEVRON LINES 1-800-422-4133 IT'S THE LAW I CALL AT LEAST TWO DIAL BEFORE WORKING DAYS PRIOR YOU DIGI TO EXCAVATING O A UNDER(OUUNND ERT AL BEFORE EXCAVATING THE CONTRACTOR SHALL VERIFY THE LOCATION OF UNDERGROUND UTILIIES BY CONTACTING UTILITY UNDERGROUND SERVICE ALERT AT 1-800-422-4133 O R 160' TO XWALK c� z- - - - - - - - - - - - - - -- \'I EXIST C & G ry _j - �-- Q W W 1 •. co � 1 35 0 LTJ X Q Of 00 0 — -- — — — — o o O Lf�--(.,-vi -- -- G-- o --� �I EXIST C & G AND SIDEWALK �I DWY 9 L 240' TO XWALK PROVIDE 4' CLEAR y' p � � v li 100' O LI jI W I II � r I � --��p WM �o,o � I ,-- ,� X LLj I' I owY16'10' ' 11 XIS w I 3P� 21� DWY ..... '�IPP #1056048E DWY I i �$ 1 �0' j TO 61ALK IDENTICAL POINT � STRIPING CONSTRUCTION NOTES O PAINT OR REPAINT DOUBLE YELLOW CENTERLINE PER DET. 22 NO 02 PAINT OR REPAINT TWO-WAY LEFT TURN LANE LINE PER DET. 32 STOPPING 03 PAINT OR REPAINT CHANNELIZING LINE PER DET. 38 nI�E CITY OF FONTANA, CALIFORNIA ® REPAINT SKIP LANELINE PER DET. 9 R26(S) O PAINT OR REPAINT TYPE IV ARROW NO 6 PAINT 12" YELLOW X -WALK LINE 7 PAINT 12" WHITE CHEVRON LINES STOPPING A; TIME ® g0L INSTALL NO STOPPING SIGN R -26(S) AND POST. R 28(S) -LT 09 INSTALL NO STOPPING SIGN R -28(S), LEFT(L) OR RIGHT (R) AND POST. �O REMOVE AND SALVAGE R-1 SIGN AND POST ©1 INSTALL R 73-3 ANY TIME O R ® REMOVE EXISTING STRIPING, PAVEMENT MARKINGS AND LEGENDS. © SALVAGE EXISTING SIGN & POST. R 28(S)—RT ® PAINT OR REPAINT LEGEND DESIGNED BY:' . HTC DAVE: 6-14-93 ft 0 O N 0 z a_ (10 Lj cj:�L- 0 V) J GENERAL NOTES: 1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) 2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. CONTRACTOR SHALL HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT 800/422-4133, TWO WORKING DAYS BEFORE DIGGING. 3. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES. RED INDICATIONS SHALL BE LED TYPE PER SPECIAL PROVISIONS. 4. COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN CALIFORNIA EDISON COMPANY, THROUGH THE ENGINEER, WELL IN ADVANCE OF NEED. 5. TRAFFIC SIGNING AND STRIPING, LEGENDS AND DELINEATION SHALL CONFORM `;T'0 THE CALTRANS TRAFFIC MANUAL AND CAL.TRANS STANDARD PLANS, LATEST EDITION. PAVEMENT LEGENDS AND ARROWS SHALL MATCH CITY STANDARD MAINTENANCE STENCILS. E C 6. ALL WORK, PROCEDURES, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARDS AND SPECIFICATIONS OF THE CITY' OF FONTANA AND THE STANDARDS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA. 7. OBTAIN APPROVAL FOR EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. 8. ALL PULLBOXES SHALL BE No. 5 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT AS NOTED. RUN ALL CONDUCTORS AND CABLES INSIDE CONDUITS, PULLBOXES, POLES AND MASTARMS EXCEPT WITHIN ONE FOOT OF TERMINATION BOXES AND CAMERAS. 9. RELOCATE OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALK AFFECTED BY CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. ADDITIONALLY INSTALL WHEELCHAIR RAMPS, CURB & GUTTER AND ASPHALT PAVING AS NOTED IN CONSTRUCTION NOTES AND DETAIL "A". SIGNAL CONSTRUCTION NOTES Q1 INSTALL ECONOLITE TYPE 90 CONTROLLER ASSEMBLY, INCLUDING ECONOLITE TYPE "P" CABINET, AUTOSCOPE DETECTION AND APPURTENANT EQUIPMENT. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN. CONTRACTOR TO OBTAIN CONTROLLER/AUTOSCOPE ASSSEMBLY FROM THE CITY AT CONTRACTORS EXPENSE PER SPECIAL PROVISIONS. Q2 INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE INCLUDING THE FOLLOWING; 120 /240 V. SINGLE PHASE SERVICE WITH 120 V METERED SIGNAL CIRCUIT, 120 V. UN- METERED LIGHTING CIRCUIT, 100 A MAIN CIRCUIT BREAKER, 50 A SIGNAL CIRCUIT BREAKER, 30 A. LIGHTING CIRCUIT BREAKER, 15 AMP CIRCUIT BREAKER FOR AUTO- SCOPE/VIDEO CIRCUIT AND (1) ONE TYPE V PEC FOR LIGHTING IN SERVING UTILITY PORTION OF ENCLOSURE. INSTALL 3" CONDUIT WITH PULLROPE AND 36" PVC SCHEDULE 80 RISER SWEEP FROM ELECTRICAL SERVICE POINT TO SERVICE ENCLOSURE PER EDISON REQUIRMENTS. ® INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR (OPTICOM MODEL M 511 OR EQUAL). Q5 REMOVE EXISTING CONtROLLER ASSEMBLY AND FOUNDATION, SALVAGE CONTROLLER ASSEMBLY TO THE CIT1 MAINTENANCE YARD IN A REUSEABLE CONDITI01�. © REMOVE EXISTING TRAFFIC SIGNAL POLES, HARDWARE AND FOUNDATIONS. SALVAGE POLES AND HARDWARE TO THE CITY MAINTENANCE YARD IN A REUSEABLE CONDITION. Q7 CONSTRUCT ONE WHEELCHAIR RAMP SIMILAR TO STATE STANDARD PLAN NSP -A88, TYPE CASE "E", AS DIRECTED BY ENGINEER. SAWCUT EXISTING SIDEWALK, CURB & GUTTER AND ASPHALT PAVING AS NECESSARY FOR THE INSTALLATION. ® REMOVE EXISTING MEDIAN, INSTALL 5" ASPHALT PAVING TYPE III-BR-AR4000, OVER 12 INCH COMPACTED NATIVE MATERIAL PER CITY STANDARDS. (95% COMPACTION) AND TRENCH DETAIL, CITY STANDARD NUMBER 131. Q9 INSTALL 1.5" CONDUIT AND INTERCONNECT CABLE (6 PAIR #19) INTO EXISTING PULLBOX AT MANGO AND PULL CABLE INTO EXISTING CABINET PER DWG. # 2217 SHT. 1 OF 3 AND PER SPECIAL PROVISIONS UNDER CONDUIT 10 INSTALL 1.5" CONDUIT AND INTERCONNECT CABLE (6 PAIR #19) INTO. NEW TYPE "P" CABINET. 11 INSTALL MEDIAN CURB' & GUTTER MATCHING EXISTING GRADES AND DIMENSIONS PER CITY STANDARDS AND :ENGINEERS DIRECTIONS. n12 INSTALL CITY FURNISHED AUTOSCOPE DETECTOR CAMERAS AS DIRECTED BY THE ENGINEER. m o w IQ J O QROFESSIpNq � CLYDE ELWYN l< SWEET, JR. j No. 26690 V) Exp. 3 -31-q J19T ciVld.. OF CACI 11 RECONSTRUCT MEDIAN NOSE II r 1' FEATHER - 11 SA C I CONSTRUCT 6" AC OVER 12" NATIVE -*--VARIES m 4' TO 16' Z) U I MATH EXISTING GRADE F2-: Io 1 ' FEATHER V) --l' SAWCUT JI ( 95%) NU CONSTRUCT 6 AC OVER DETAIL "A„ 12" NATIVE 9 ( ) ARROW BLVD. LOOKING EASTERLY A .-i 0 Ft41 ( L< d g//�q PLOT DATE: 10-8-93 ,v Prepared Under The Supervision Of : / Date : Is -1- 3 CITY OF FONTANA, CALIFORNIA TRAFFIC SIGNAL PLAN DRAWN BY: HTC ARROW BLVD. AND PALI[WO AVE. SCALE: AS NOTED DESIGNED BY:' . HTC DAVE: 6-14-93 CHECKED BY: MG ; I APPROVED BY: �� . G� DATE::/�•!G'3 CITY ENGINEER R.C.E. 25126 DRAWING NO.. 2258 1 2 CLYDE E. SWEET, J . ET, R R.C.E. 26690 REV. REVISION DESCRIPTION DATE ENGR. CIN DATE ,v