Loading...
HomeMy WebLinkAbout4815-31TRAFFIC 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. -0�- « 12+00 185' TO NEW 15"CNEW 6PR #19 SIC1-04C4` L--J LIMIT LINE 1.5"C. 1.5"C. EX. 1.5"C., INSTALL NEW 6PR #19 SIC TO CONTROLLER © MARYGOLD AVE & SIERRA AVE. (APPROX. 1300') STUB -OUTS #5 P BF( CONDUCTOR SCHEDULE AWG SIZE OR CABLE TYPE P 0 E PHASE CONDUIT SIZE AND RUN 1 2 3 �A4AAAAAA 4 5 6 7 8 9 NO.14 CABLES C ON 12 0 D N U D C U T C 0 3 T R 0 A 03,08,08P / — — — 1 0 — — — — 1 0 — B 02 /08PPB - - 1 1 1 1 - - - - 1 '11 - C 02,02P /08PPB1- TV- �T - - B 08 S EXISTING E4SIING - OC D 08P /02PPB 15' 12' 250 SV -1- MAS SP-1-T(N) B - 1 1- EXISTING E �4,�4P 42PPB / OD 1-A 7' - - - 1- - - 1 1 F 06,02P /�b4PPB EXISTING EXISTING - �E 17-3-80 30' 20' - - 1 1 G 06 /0�4PPB B 02 W EXISITNG EXISTING SEE DETAIL "D" (N) OF - - 1 1 R H 03,04P / - - - - - - - - - 1 0 TOTAL CABLES- 12 CON /3CON 1 12233431 15'(N) 250(N) SV-1-T(N) 12233 - B(N) - 4343 24' #6 SIGNAL SERVICE - - - - - - - - - - #10 LUMINAIRES - 2 2 2 2 2 2 - - f - #8 GROUND 1 1 1 1 1 1 1 1 1 1 41 - - 2 2 - - - 2 - - TYPE "B" DLC 02 - - - - - 4 4 4 - - 03 - - - - 2 2 2 2 1 - - 04 - - - - - - - 3 - - 08 1 1 1 1 1 1 1 2 - - TOTAL 1 1 3 3 3 7 7 13 - - EVP - 1 1 2 1 1 2 - 2 2 6PR #19 SIC - - - - - - - 1 - - PERCENT FILL (%) 22%20% 30% 37% 32% 12% 36%.25% 33% 33% CONDUIT SIZES (INCHES) 2"(E) 3"(E) 3"(E) 3"(E) 2"(E) 3"(E) 3" 3" 3" 3" ALL CONDUITS AND CONDUCTORS ARE NEW UNLESS NOTED OTHERWISE. (E) = EXISTING PPB = PED PUSH BUTTON NEW SIGN ON THIS SHEET R41 (CA) R9 -3A R9 -38(R) R9 -36(L) RIGHT usE usE TURN CROSSWALK CROSSWALK ONLY EX. CURB & GUTTER MAR YGOLD EX. R/W- M OE?AIL MB"- PP#62796 B EX. 3"C., SERVICE CONDUCTORS 9 AO 3 r !rte\ 13+00 N N _77 - NEW 1.5"C., 1 NEW DLC, NEW 2"C., NEW 6PR #19 SIC PR. CURB & GUTTER 7 PR. R/W 1.5"C. BB SEE DETAIL "D" OR @YA OR OY OG QGA UC I MIL h 12", 4—SECTION VEHICLE HEAD NO SCALE MANGO A VENUE 17' Ir I 5 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" 02-MAS19-4-80 2 30' 25' 12' 250 SV -1-T F=15SP-1-T(N) F=15 EX. - - - EXISTING EXISTING SEE DETAIL "D" (N) OB 1-A 10' - - - TV- �T - - B 08 S EXISTING E4SIING - OC 17-3-80 30' 15' 12' 250 SV -1- MAS SP-1-T(N) B 08 S EXISTING EXISTING SEE DETAIL "D" (N) OD 1-A 7' - - - - - TP-1-T(N) B 02 W EXISTING EXISTING - �E 17-3-80 30' 20' 12' 250 SV -1-T MAS SP-1-T(N) B 02 W EXISITNG EXISTING SEE DETAIL "D" (N) OF 1-A 10' - - - TV -1-T - SP-1-T(N) B 04 N EXISTING EXISTING - OG 19-4-100(N) 30'(N) 30'(N) 15'(N) 250(N) SV-1-T(N) MAS(N) - B(N) 04 N 24' 1 3' SEE DETAIL "D" (N) OH 1-A(N) 1O'(N) - - - TV-1-T(N) - SP-1-T(N) - - - 3' 3' - ALL EQUIPMENT IS NEW UNLESS SHOWN OTHERWISE, (R) = RELOCATED. SIGNAL PHASE DIAGRAM OR OY @YA @GA DETAIL "B" NOT USED NOT USED Traveling (WB) 6 12", 4—SECTION VEHICLE HEAD NO SCALE SEE DETAIL "A" rZ2P D — — NOT USED ~- 8 EX. R/W A VENUE - EX. CURB & GUTTER DETAIL "D" STREET NAME SIGN F.': * Mango 800 Traveling (EB) E. Mango 800 QMarygold �i o0 Traveling (WB) DETECTOR POLE A POLE C 0Health Care 9 090 Traveling (EB) je4l P" Health Care 9900 Ave 1[@ Marygold 17000 Traveling (WB) 2 POLE E POLE G 0_ J L-_02 UNIT 02 ' DETECTOR R9 -3A, 6 R9-3B(R) 4 082-08 EX. _. __-_---- R61-1 (CA) 185' � TO XWALK 2-02 2 L J L J EX. R73-3(CA) 3 r r-1- 0 1-03 06 00 \+ —_- -� 2 L r J2-03 1 1-04 2 2-04 e 2-o,,4 SEE DETAIL "C" N 1 � 04 44 2 i EX. R3-18 ------ 4 2-08 7 - 3-04 . I0 1 --- -- - _ - --- - -- ---- - -- - _- V L�� N N iL N � 9 EX. 1.5"C., 1 DLC O 5 NEW 3"C. SCHEDULE 80 PVC, 8 9 SERVICE CONDUCTORS #5 PB O#6 PB -•�� 1 "C 3"C. EX. 1"C., NEW 2 DLC FfA�CONSTRUCTION NOTES Ij`;" �- EX. MAINTENANCE �,, GA 3 C. 12 I 1� I I +� r11' i I _'I � EASEMENT 2-3 C. Eg T,n si a I Furn 15 L " RELOCATE EXISTING TYPE 90 CONTROLLER. Id -Wd TYPE "R" CAIBNET AND PROVIDE ANY PR. CURB &GUTTER ADDITIONAL EQUIPMENT AS NECESSARY FOR INTENDED OPER 0 2 RELOCATE EXISTING TYPE III -BF SERVICE EQUIPMENT ENCLOSURE. DETAIL "C" R41 (CA) 6 I� 1 NEW 1.5"C., 1 NEW DLC, 3—SECTION VEHICLE HEAD REMOVE EXISTING SIGNAL STANDARD (TYPE 1-A) AND ALL ATTACHED EQUIPMENT COMPLETE. 12�� EX. MAINTENANCE EASEMENT NEW 2"C., 1 NEW DLC, REMOVE EXISTING FOUNDATION COMPLETE. ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. NO SCALE (EXTENDS 600' SOUTH) 11 NEW #19 SIC REMOVE EXISTING SIGNAL STANDARD (TYPE 19-3-80) AND ALL ATTACHED EQUIPMENT COMPLETE. I j' REMOVE EXISTING FOUNDATION COMPLETE. RELOCATE EXISTING OPTICOM DETECTOR TO NEW POLE LOCATION © AS ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. LEFT 30' 15' 10' 1' Re oca Ex�s n -r-o A/C "J TURN � N Ica NI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR (MODEL 711 OR EQUAL)AGN SIGNAL MAST LANE TYP. TYP. TYP. TYP. I RM AS DIRECTED BY THE ENGINEER. I 6❑ INSTALL TRAFFIC SIGNAL MAST ARM OR POLE MOUNTED SIGN AS NOTED PER CALTRANS STANDARD PLAN RS4 OR THROUGH 10 LIMIT LINE I % c J 27' PR. MAINTENANCE LANE TYP. OR X- ALK ( ! I EASEMENT \ ES -7N (DETAIL "U"). 7� REMOVE AND SALVAGE EXISTING MAST ARM MOUNTED 4 -SECTION VEHICLE HEAD AND SIDE MOUNTED 3 -SECTION THROUGH DIRECTION HEALTH CARE PARKWAY ARROW VEHICLE HEAD. FURNISH AND INSTALL A NEW 4 -SECTION VEHICLE HEAD PER DETAIL "A" AND A _ \ LANE 3 -SECTION R,Y,G, BALL VEHICLE HEAD AS SHOWN ON PLAN. OF TRAVEL NEW 3"C., SERVICE CONDUCTORS REMOVE AND SALVAGE EXISTING TOP MOUNTED 3 -SECTION ARROW VEHICLEAD. FURNISH AND INSA TALL NEW L1 E HJ 3 -SECTION R,Y,G, BALL VEHICLE HEAD AS SHOWN ON PLAN. LOOP DETECTOR PLACEMENT DETAIL 9❑ REMOVE AND SALVAGE EXISTING PEDESTRIAN INDICATOR. FURNISH AND INSTALL NEW PEDESTRIAN COUNTDOWN TIMERS PER SPECIAL PROVISIONS. ALL EQUIPMENT REMOVED SHALL BE BECOME PROPERTY OF THE CONTRACTOR. No SCALE PREPARED BY: 0 D NoS �Pa1� >F '{.21.1 •Z� o �Zw � se. -I-� No . SHOULD CONSTRUCTION OF THE REQUIRED � t no�.1 Q h ase - ~T` LINSCOTT LAW & GREENSPAN ENGINEERS � kiwis -e. lUa�� N o. l •11• � ,Z .. ,o IMPROVEMENTS NOT COMMENCE WITHIN TWO o YEARS OF THE DATE OF APPROVAL SHOWN HEREON Y TRANSPORTATION PLANNING TRAFFIC ENGINEERING - PARKING VVW~} ZEcecxe [K. II -A Qo (,E To r M Ef lM Lo tAT%aVc3 236 AND CARRIED FORTH I N A DILIGENT MANNER, THE N. Chester Avenue, Suite 200 Pasadena, Ca 91106 (626) 796-2322 DIAL TWO WORKING •ro ` 7 It Corporate Drive, Suite 122, Costa Mesa, Ca 92626 (714) 641.1587 BEFORE 1;E D�:T�iLM�1�lQ IN T1iE FIC ll,. Q ADM �%�( ® ��; :DAYS BEFORE _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE '-< . Ruffner Street, Suite 100, San Diego, Ca 92111 (858) 300-8800 YOU DIG YOU DIG , rN3TAll. bLPR l,1�E IiF.AD 1'oa• �Navi� '.�- i •? E 454 TOLL FREE 1- PLANS TO BRING THEM INTO CONFORMANCE WITH .K. 25k A PUBUC SERVICE BY UNDERGROUN 0-227-2600 REV yNSTAC� SNCG(jiM TYPc IS ?of-r,mr-R� �'fl ( (.i R �`9M yet RCE 43595 DATE J SERVICE AUNT REVISION DESCRIPTION M , DATE ENGR. CITY DA STANDARDS I N EFFECT. N P. KEATING a ROFE.S SIONq` Fy WJOHN TI P. KEANG m No. 43595 �0 * Exp 12/31 /10 sqT� CML OF CA DETAIL "D" 1"=5' SCALE Prepared Under The Supervision Of ICEX. CURB & GUTTER EX. R/W EX. 3"C., SERVICE CONDUCTORS 3"C. �EX. 3"C. _-0#6 PB 3"C. AA NEW 3"C. NEW 2"C., 2#10, 1#8 mmt Date : & d OH EATING R.C.E. 43595 DETECTOR SCHEDULE UNIT CHANNEL DETECTOR 1 1 1 -CD2 2 2-02 2 1 3-02 2 4-02 3 1 1-01 2 2-b1 4 1 1-04 2 2-04 5 1 3-o4 2 - 6 1 1-08 2 2-08 7 1 1-03 2 2-03 8 1 - 2 - EX. 1.5"C., 1 DLC 20' 15' 10' 5' 0' 20' 40' GRAPHIC SCALE. 1 "=20' CITY OF FONTANA, CALIFORNIA a 0 a rn 0 0 N cfl N I 0 0 o_ 0 J 3 0 E i z 0 E i 00 Do 0) N i v C V) w v i DRAWN BY: TRAMC SMAL KPIODMATION PLAN SCALE: As Noted DESIGNED BY: MARYGOLD AVENUE DATE: ,AT AVEI`/I�ALTHCAR PARKWAY 6-25-09 CHECKEDBY: AP ROVED ABY`: DATE: DRAWING NO.: 31 Q• CITY ENGINEER R.C. 51 i 52'1-6 q E' s r 32