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Home My WebLink About4816-32TRAFFIC SIGNAL GENERAL NOTES 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 96 (DATED MAY 2006) AND STANDARDS PLANS (DATED MAY 2006), THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATES SEPTEMBER 2006. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING. 3. ALL PULLBOXES SHALL NE NO. 6 AND CONDUIT SHALL BE 2" RIGID MEDAL UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL MAKE NEW APPLICATION FOR ELECTRIC SERVICE AND SCHEDULING WITH SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANCE OF NEED. 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FROM EXACT EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK. 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLERS SYSTEMS IF NECESSARY. 9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER, WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE MINIMUM RADIUS OF 10 FEET. 10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. 11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH NEW CONSTRUCTION. 12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. CITY FURNISHED EQUIPMENT PACKAGE TO BE REIMBURSED BY THE DEVELOPER PRIOR TO ORDERING EQUPMENT. 13. CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND, OR SPECIFICATIONS, FOR THIS PROJECT. 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARDS, AND SPECIAL PROVISIONS, SECTION E. 15. TRAFFIC SIGNAL SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. r- \1 a ="n c -in -rn nnni-rnni i r -n 230' TO LIMIT LINE CONSTRUCTION NOTES CONDUCTOR SCHEDULE AWG SIZE OR CABLE TYPE P 0 L E PHASE CONDUIT SIZE AND RUN 1 2 3 4 5 6 7 8 8 NO.14 CABLES C 0 C N 2 0 D N U D C U T C 0 3 T R 0 R A 03,08,08P / — — — — — — — 1 0 — B 01,02 /08PPB- SIGNAL STANDARD (PED PPB) AND ALL ATTACHED EQUIPMENT COMPLETE. SP-1—T(RL) REMOVE EXISTING FOUNDATION COMPLETE. ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. 1' INSTALL TRAFFIC SIGNAL MAST ARM OR POLE MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR ES -7N (DETAIL "U"). C �2,s�2P /�8PPB— CITY FURNISHED MULTI—DIRECTIONAL, DUAL CHANNEL OPTICOM DETECTOR (MODEL 711 OR EQUAL) ON SIGNAL MAST ARM AS — DIRECTED BY THE ENGINEER. — — PREPARED BY: S D 07,08P /02PPB— — OC 19A -4-100(N) 351'(N) 30'(N) 159(N) 250(N) LINSCOTT 2—MA�(N) E 04,07,04P /02PPB 1 1 1 1 — GREENSPAN 1—A(N) TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING 1 F 01,02,02P /04PPB TV-1—T(N) — El 236 M Chester Avenue, Suite 200 Pasadena, Ca 91106 (626) 796-2322 DIAL TWO WORKING BEFORE DAYS BEFORE 02 W engineers ■ 1580 Corporate Drive, Suite 122, Costa Mesa, Ca 92626 (714) 6411587 YOU DIG YOU DIG — - G 01 /04PPB — — 1 1 1 1 — TOLL FREE 1-800-227-2600 SP-1—T(N) B 02 H 03,04P / — — — j___ 0 — — — — 1 O TOTAL CABLES — 12 CON / 3 CON 1 1 2 2 3 3 4 3 1 1 2 2 3 3 4 3 4 3 #6 SIGNAL SERVICE — — — — — — — — — #10 LUMINAIRES 2 1 2 2 2 2 2 2 2 — #8 GROUND 1 1 1 1 1 1 1 2 — VIDEO DETECTION SENSOR CABLE 1 1 2 2 — 1 1 2 2 VIDEO DETECTION POWER CABLE 1 1 2 1 2 — 1 1 2 1 2 EVP 1 1 1 1 — 2 2 2 2 PERCENT FILL (%) 20% 21% 31% 37% 10% 13% 30%39%36% CONDUIT SIZES (INCHES) 2.5n(E) 3"(E) 3"(E) 3"(E) 3" 4" 3" 3"(E) 3"(E) ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS NOTED OTHERWISE. (E) = EXISTING PPB = PED PUSH BUTTON NEW SIGNS ON THIS SHEET EX. 1.5"C., SIC EX. CURB & GUTTER TT I T T 71T7* FX RAW EX. MAINTENANCE EASEMENT PR. MAINTENANCE EASEMENT EX. 1.5"C., 2 SIC N R73-3(CA) EX. CURB & GUTTER EX. R/W REVISION DESCRIPTION R9 -313t R10-11 DATE I ENGR. I CITY I DATE VINEYARD VALLEY VINEYARD VALLEY EQUIPMENT SCHEDULE EXISTING TYPE 90 CONTROLLER IN TYPE "P" CABINET, PROVIDE ANY ADDITIONAL EQUIPMENT AS NECESSARY FOR INTENDED OPERATION. SIGNAL HEADS AND MOUNTINGS EXISTING TYPE II SERVICE EQUIPMENT ENCLOSURE. REFLECTIVE STREET NAME SIGN (dbl. face) NO. REMOVE EXISTING SIGNAL STANDARD (TYPE 1—A) AND ALL ATTACHED EQUIPMENT COMPLETE. WATTS REMOVE EXISTING FOUNDATION COMPLETE. ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. TYPE REMOVE EXISTING SIGNAL STANDARD (TYPE 19-3-80) AND ALL ATTACHED EQUIPMENT COMPLETE. OA REMOVE EXISTING FOUNDATION COMPLETE. ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. 159(RL) REMOVE EXISTING SIGNAL STANDARD (PED PPB) AND ALL ATTACHED EQUIPMENT COMPLETE. SP-1—T(RL) REMOVE EXISTING FOUNDATION COMPLETE. ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. 1' INSTALL TRAFFIC SIGNAL MAST ARM OR POLE MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR ES -7N (DETAIL "U"). 1—A(N) INSTALL CITY FURNISHED MULTI—DIRECTIONAL, DUAL CHANNEL OPTICOM DETECTOR (MODEL 711 OR EQUAL) ON SIGNAL MAST ARM AS — DIRECTED BY THE ENGINEER. — — PREPARED BY: S 7' 3' — OC 19A -4-100(N) 351'(N) 30'(N) 159(N) 250(N) LINSCOTT 2—MA�(N) SP-1—T(N) B(N) 08 S LINSC01T . LAW & GREENSPAN, ENGINEERS .o SEE DETAIL "A" (N) GREENSPAN 1—A(N) TRANSPORTATION PLANNING - TRAFFIC ENGINEERING - PARKING — — — TV-1—T(N) — El 236 M Chester Avenue, Suite 200 Pasadena, Ca 91106 (626) 796-2322 DIAL TWO WORKING BEFORE DAYS BEFORE 02 W engineers ■ 1580 Corporate Drive, Suite 122, Costa Mesa, Ca 92626 (714) 6411587 YOU DIG YOU DIG — - OE 29A-5-80 El4542 Ruffner Street, Suite 100, San Diego, Ca 92111 (858) 300.8800 50' 15' REV. 10) I /jS/0 9 TOLL FREE 1-800-227-2600 SP-1—T(N) B 02 (;. A PUBUC SERVICE BY UNDERGROUND SERVICE ALERT EXISTING SEE DETAIL "A" (N) OF 1—A J P. EATi RCE 43595 DATE — TV-2—T(N) — SP-1—T(N) B 04 N EX. MAINTENANCE EASEMENT PR. MAINTENANCE EASEMENT EX. 1.5"C., 2 SIC N R73-3(CA) EX. CURB & GUTTER EX. R/W REVISION DESCRIPTION R9 -313t R10-11 DATE I ENGR. I CITY I DATE VINEYARD VALLEY VINEYARD VALLEY EQUIPMENT SCHEDULE POLE DATA SIGNAL M.A. H.P.S. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON POLE LOC. REFLECTIVE STREET NAME SIGN (dbl. face) NO. TYPE HEIGHT M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE PHASE QUAD. "A" "B" OA 29A-5-80(RL) 35#(RL) 50$(RL) 159(RL) 250(RL) SV-1—T(RL) F M 2� R1 SP-1—T(RL) — — — 1' 4' SEE DETAIL "A" (N) OB 1—A(N) 10'(N) — — — TV-2—T(N) — — B(N) 08 S 7' 3' — OC 19A -4-100(N) 351'(N) 30'(N) 159(N) 250(N) SV-1—T(N) 2—MA�(N) SP-1—T(N) B(N) 08 S 3' 3' SEE DETAIL "A" (N) OD 1—A(N) 10'(N) — — — TV-1—T(N) — SP-1—T(N) B(N) 02 W 4' 3' — - OE 29A-5-80 35' 50' 15' 250 SV -1—T F3� 2 20� SP-1—T(N) B 02 W EXISTING EXISTING SEE DETAIL "A" (N) OF 1—A — — — — TV-2—T(N) — SP-1—T(N) B 04 N EXISTING EXISTING — 024A-4-80 35' 30' 15' 250 SV -1—T 2—MAS(N) F=12 _ B 04 N EXISTING EXISTING SEE DETAIL "A" (N) OH 1—A — — — — TV -1— T — SP-1—T(N) — — — EXISTING EXISTING — ALL EQUIPMENT IS EXISTING UNLESS SHOWN OTHERWISE, (N) = NEW, (RL) RELOCATED, (RS) REMOVE AND SALVAGE. SIGNAL PHASE DIAGRAM 01 02 03 1 04 NOT USED NOT USED 05 06 -71 EX. MAINTENANCE EASEMENT EX. R26(S)(CA) 07 08 EX. R/W - EX. CURB & GUTTER CONSTRUCTION NOTES CONT. DETAIL "A" STREET NAME SIGN Q Vineyard Valley � Valley Blvd 17000J POLE A POLE C Q Vineyard Valley � Valley 1ssoo POLE E POLE G BOULEVARD EX. 1.5"C., SIC TO CONTROLLER VALLEY & HEALTHCARE PKWY. (APPROX. 1300') - 1_wT 230' TO X—WALK 11+00 12+00 I d i Cy) 0 0 N O O c� O t1') Ln 00 0 0 J 3 v 0 Q) c EX. CURB & GUTTER i EX. R/W 0 0 U) 00 00 N 0 U) U v i c .21 rn JXJ NLLUUAI L LX15 I INU SIGNAL b IANUANU � I YIJL ZyA—�—OU) AND ALL ATTACHED EQUIPMENT COMPLETE TO NEW POLE LOCATION AO AS SHOWN ON PLAN. REMOVE EXISTING FOUNDATION COMPLETE. 900 00 0 REMOVE AND SALVAGE EXISTING PEDESTRIAN INDICATOR. FURNISH AND INSTALL NEW PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. ALL EQUIPMENT 00 REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. OQRpFES SION9C w JOHN P. KEATING m No. 43595 Exp 12/31 /10 CML OF CALF Prepared Under The Supervision Of LINSCOTT GREENSPAN RAWN BY: DESIGNED BY: Date CHECKED BY WJH TING R.C.E. 43595 P' 0 20' 15' 10' 5' 0' 20' 40' rn i GRAPHIC SCALE: 7 =20 CITY OF FONTANA, CALIFORNIA TRAFMmemumL MOD MATH PLAN SCALE: VALLEY BLVD. As Noted DATE: 2F VALLEY 6-25-09 A;RE D B AT DRAWING NO.:[73 • �; ONGINEER R.C.E. 51152 V