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HomeMy WebLinkAbout5021-5A CONDUCTOR TABLE Ati'!G'1 CIRCUIT OR POLE j RUNS &j&j&j&j&jAj&jAj POLE SCHEDULE 1DEDURO WE N cIMP A911 i POLE OA -/- / / / / / / 1 /1 PLACEMENT REMARKS POLE OB / / / / / / ,/, 1/1 6 E v POLE O I I A I 1/1 1/1 1/1 I I - - B 8 S - TV -2-T SP -1 -CS - PM 19411 —PPD 2233 oF.5 SHEETS 4' oPOLE DO -/- -/- -/- -/- 1/2 1/2 1/2 1/2 I I C ALZF OF O POLE C 11' 4' - D TYPE 1-A 10' - - -/- N POLE FO - 1/1 1/1 1/1 MODIFY SPRINKLER SYSTEMS IF NECESSARY. 1/1 E 29A-5-100 POLE 25' 15' 120 - - - 2-M SV -1-T - SEE BELOW E POLE H -/- -/- -/- 1/2 / -/- -/- -/- 1/2 -/- - TOTAL 1/1 2/2 3/3 4/5 1/2 2/3 3/4 4/5 4/5 35' � �� • �• i�0©©oi�DOot OPTICOM CABLE 1 1 1 1 2 2 CONDUIT SIZE 30 30 3' 3' 3" 30 3" 3' 3" 3" ♦ ALL CONDUIT AND CONDUCTORS ARE NEW e MAST -ARM MOUNTING CLAMP FOR 3M MODEL 711 EMERGENCY VEHICLE PRE-EMPTION I BARRIER BASE L/NE ROAD PRCR EXACT LOCATION RIW TO BE DETERMINED[ CHE OHE CHE CHE OHE CHE OHECHE CHE CHE OHE - IJ I Ij V 1`7 'ROR I W RA PRCR CURB- & GUTTER CAvnaW s' WATER UNE PROP. CURB & GY/T1ER 4 G11 Gq ev G1! AIC' 01'. Gk— at'. 1 t'! G17--N;�a1! aV1 a17 all v/ ! EX. 8' WATER N Dr. 27' S£N£R (pTY AIF RIALTO) R73-3(CA) 5 S SS SS9 t 201 —D EX. 6' GAS a c 60 - _amu_ 12 G 12 rr 12 V 12 1r 12 1'/ 2 V —12V/ - •---12—W 12 1! 12 tY 12 1J 12 1! 12 t•/ ----------l— --------------- -- — — — -- — ----- -------------- ----- £X. 12' WATER (FON M AW WATER COMPANY) SEX. CURB & GU77FR £X. CAN , 0 TRAFFIC SIGNAL CONSTRUCTION NOTES: NOTE: SEE SPECIAL PROVISIONS FOR ANY CITY SUPPLIED EQUIPMENT AND/OR MATERIALS, FURNISH AND INSTALL TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE 1 'R' CABINET. 'VANTAGE VECTOR" VIDEO DETECTION. AND APPURTENANT EQUIPMENT. CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRICAL EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THE PLAN. FURNISH AND INSTALL TYPE III -CF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA. RIALTO AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS. DFURNISH AND INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, PER DETAIL THIS SHEET AND AS DIRECTED BY THE ENGINEER. FFURNISH AND INSTALL ITERIS VIDEO CAMERA ACCORDING TO THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. DETECTION ZONES TO BE AS DIRECTED BY THE CITY ENGINEER. 0 FURNISH AND INSTALL SIGN AND HARDWARE PER CALTRANS DETAIL »U". ES -71N. 6❑ FURNISH AND INSTALL 3' PVC CONDUIT WITH 1/4" POLY PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE WITH SCE PLANNING DEPARTMENT AT 909-357-6116. 77 FURNISH & INSTALL 2'C. 2#6. 1#8 G.F.C.I. (SIGNAL SERVICE). �8 FURNISH & INSTALL 2'C, 2#10 (LUMINAIRES). FURNISH & INSTALL OPTICOM PHASE SELECTOR PER MANUFACTURER'S RECOMMENDATIONS. F±1 Underground Service A/ert Cal/: TOLL FREE 1-800 }'►'� 422-4133 7A17 WRK/NC DAYS 6EFORE Yt7U DIG w N W v V y 04 MAPLE A VENUE �s I I � fUIURE RIW Y 1 I � 1 1 14'2' I 14' 1 ' 32 64' P\J r 111 & anzR W ALL NEW EQUIPMENT NOTE: POTHOLING REQUIRED FOR ALL POLES * R.S.N.S. TO BE MOUNTED ON CANTILEVER SIGN ARM PER CITY OF RIALTO SPECIFICATIONS Curb/Berm flow line or edge of shoulder s "B POLE LOCATION DETAIL c�fl=ff- RIW ' D 0:2 3 4 EX. RIW OH OHE CHE CHE 014E CHE CHE OHE OHE 7 07 PROP. F. P.--- ' ------------------------------------------------- 0 V1 EX. POW? POLE EX E.P. 70 BE REM0k0, 08I I SEE STREET PLANS • L— 401'! 4 17 4 lT 4 t' 4 17 4 1'1 4W— 4 IY 4V1- . IY 4 t'/ h F! 4 t7 h 1'! 4 1'1 £X. 270 &99R 3A7Y 6F R/ALTO E.Y. 4 WA 7B? o SMH 0 ( w S s y s 40 s s s s s s s 4� s s s s s - 0j — ro I - — }-- — — — — jg"75 R7--4-9((' A M ( 3 Ea: 27' &901W I J 04 4 EX. GAS (aTY AIF R/AL70) ;o G G•�� ,G 4G .G 4G 4G 4G a �a n s o v a1a1r arr j 04 EX C4 7V O E.P.b I I ( C4=W CATV �3 ,�--------------- ---------------- I� \ 4 m 3 06 TU £X. S7VP LEAFND TO BE REMOVED; fU RE a / i SEE 676WING AND STRIPING PLANS CURB GRAPHIC SCALE 20 0 20 40 60 c AA9WMV I aW7F DESIGNED BY D.R.B. DRAWN By- R.L.f: CHECKED By.D.R.B. C/TY OF FONTAN4 APPROVED BY.• CITY ENGINEER, R.C.E. 51152 DATE EX aIRB ----1 do GUM I PR OF 0/L TH 17 EX. RIW i 0 20' i LVS77NO MAPLE AYDVUE EP. EX. RIW fVAIRE CURB C/1 SOY! 30' MGABLE ow aAW TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO W48MW E POLE SCHEDULE 1DEDURO WE N cIMP 1149aw THE STATE OF CAUFORNIA STANDARD PLANS (DATED 2010). AND THE CALIFORNIA RU CR MUL STANDARD MR MAST ARMS LUMINAIRE PED PUSH BT. SIGNAL MOUNTING R.S.N.S. * PLACEMENT REMARKS TYPE HT. SIG. LUM. *s LE.D. TYPE HA QUAD VEHICLE POLE PED. MESSAGE A B A 26A-4-100 35 40' 15' 120 B 6 E 2 -MAS SV -1-T SP -1 -CS SEE BELOW A 4' 17=16' B TYPE 1-A 10' - - - B 8 S - TV -2-T SP -1 -CS - PM 19411 —PPD 2233 oF.5 SHEETS 4' C 24A-4-100 35 25' 15' 120 B 8 S MAS SV -1-T C ALZF OF O SEE BELOW C 11' 4' - D TYPE 1-A 10' - - - - - - - TV -2-T SP -1 -CS MODIFY SPRINKLER SYSTEMS IF NECESSARY. g, E 29A-5-100 35' 25' 15' 120 - - - 2-M SV -1-T - SEE BELOW E 5' 4' F=10' F TYPE 1-A 10 - - - - - - - TV -2-T - - 12. 4' G 24A-4^100 35' 25' 15' 120 - - - MAS jSV-I-TjSP-1-CS SEE BELOW G 11' V - H TYPE 1-A 10 - - - B 6 E WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE I TV -2-T 1 BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD. AND SPECIAL 11' 4' I I � fUIURE RIW Y 1 I � 1 1 14'2' I 14' 1 ' 32 64' P\J r 111 & anzR W ALL NEW EQUIPMENT NOTE: POTHOLING REQUIRED FOR ALL POLES * R.S.N.S. TO BE MOUNTED ON CANTILEVER SIGN ARM PER CITY OF RIALTO SPECIFICATIONS Curb/Berm flow line or edge of shoulder s "B POLE LOCATION DETAIL c�fl=ff- RIW ' D 0:2 3 4 EX. RIW OH OHE CHE CHE 014E CHE CHE OHE OHE 7 07 PROP. F. P.--- ' ------------------------------------------------- 0 V1 EX. POW? POLE EX E.P. 70 BE REM0k0, 08I I SEE STREET PLANS • L— 401'! 4 17 4 lT 4 t' 4 17 4 1'1 4W— 4 IY 4V1- . IY 4 t'/ h F! 4 t7 h 1'! 4 1'1 £X. 270 &99R 3A7Y 6F R/ALTO E.Y. 4 WA 7B? o SMH 0 ( w S s y s 40 s s s s s s s 4� s s s s s - 0j — ro I - — }-- — — — — jg"75 R7--4-9((' A M ( 3 Ea: 27' &901W I J 04 4 EX. GAS (aTY AIF R/AL70) ;o G G•�� ,G 4G .G 4G 4G 4G a �a n s o v a1a1r arr j 04 EX C4 7V O E.P.b I I ( C4=W CATV �3 ,�--------------- ---------------- I� \ 4 m 3 06 TU £X. S7VP LEAFND TO BE REMOVED; fU RE a / i SEE 676WING AND STRIPING PLANS CURB GRAPHIC SCALE 20 0 20 40 60 c AA9WMV I aW7F DESIGNED BY D.R.B. DRAWN By- R.L.f: CHECKED By.D.R.B. C/TY OF FONTAN4 APPROVED BY.• CITY ENGINEER, R.C.E. 51152 DATE EX aIRB ----1 do GUM I PR OF 0/L TH 17 EX. RIW i 0 20' i LVS77NO MAPLE AYDVUE EP. EX. RIW fVAIRE CURB C/1 SOY! 30' MGABLE ow aAW TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO W48MW �7) THESE PLANS. THE SPECIAL PROVISIONS. THE CITY OF RIALTO STANDARD 3/$' 1DEDURO WE N cIMP 1149aw THE STATE OF CAUFORNIA STANDARD PLANS (DATED 2010). AND THE CALIFORNIA RU CR MUL MR CL4AIP DETAIL 2. DETAIL TO AMmW" (1W.ARWW8915) 7/18' M ME N aAMP SW RO MIM A TOE '1<' aliNr POW TOM MN m�� 1' U4 HgIE W/i>y4MW 1' 8' '-� RSNS MOUNI7NO DETAIL DETAIL OB' Wr 10 SCAiE AaE S l # LUMINAIRE TO BE OBETA LEDWAY' 120 LE.D. OR 25OW HPSV AS APPROVED PER CITY OF RIALTO ENGINEER EQUIVALENT WITH ALL APPURTENANCES. Maple Ave. O 4• ;�i f . Base Line Rd. 1�t1:11t1Y-- O rMapleAve Rd © µ Base Line18282 00 TRAFFIC SIGNAL GENERAL NOTES: 1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO CITY' OF FONTANA DWG. NO. THESE PLANS. THE SPECIAL PROVISIONS. THE CITY OF RIALTO STANDARD DETAILS. THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS (DATED 2010), THE STATE OF CAUFORNIA STANDARD PLANS (DATED 2010). AND THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES DATED JANUARY 2012. 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. z QRpf ESSIpNq PEA U R NSION OF . - P, PHONE UNDERGROUND SERVICE ALERT AT (800) 227-2600. TWO (2) WORKING OF RIA L TO DAYS BEFORE DIGGING. �a R. 6 F2 z 3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS TRAFFIC SIGNAL PLANS Q o OTHERWISE SHOWN. U.1 o�P 0� N0.41829 4. CONTRACTOR SHALL MAKE APPLICATION FOR ELECTRIC SERVICE AND SCHEDULING -... ' :.: MAPLE AVENUE AT BASE LINE ROAD WITH SOUTHERN CALIFORNIA EDISON COMPANY FOUR WEEKS IN ADVANCE OF NEED. °G Exp. 3/31/14 5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT 7i& PM 19411 —PPD 2233 oF.5 SHEETS LOCATIONS PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET. 6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF � CML �• ti� APPROVED BY FONTANA AND CITY OF RIALTO ENGINEERING DIVISIONS PRIOR TO COMMENCEMENT BENCHMARK., B.M. NO.: 068-88 ELEVAAON.• 1420.521 OF WORK. C ALZF OF O 7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING. SPRINKLERS, AND arr a- RIALTO DI -w sEr /,v PCC BASE Fm uQYr s7D./ 2157797& .34• Ncw7H a- CDV7EWNE MIRO WAY, 500' t/- WESr QR' NE WVWWNE LIQ•WRE AVE AND ?' a CE BUILDING RB FA/N fRLYVr a- 7NE sw BERNAmwo MINTY A NA AA'V FOR.- PANA TION/ CONSTRUCAON PLAN NO. SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE 0 _ MARCUS L. f ULLER, C/TY ENG/NEER, R. C E. 57271 ENGINEER. 8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. o MODIFY SPRINKLER SYSTEMS IF NECESSARY. g, THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. N HOWEVER, WHEN CHANGES IN AUGNMENT ARE NECESSARY. SWEEPS SHALL HAVE o MINIMUM RADIUS OF 10 FEET. 70194.10 10. ALL VEHICLE INDICATIONS SHALL BE 12' AND HAVE L.E.D. SIGNAL MODULES. ALL 0 PEDESTRIAN HEADS SHALL HAVE LE.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 N AS NOTED CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS. a 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. o 14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD. AND SPECIAL PROVISIONS, SECTION E. 15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE PLANS. o W MAPLE A VENUE CITY' OF FONTANA DWG. NO. 5021 2 SERVICE ADDRESS W Base Line Road z QRpf ESSIpNq PEA U R NSION OF . - P, -&-�.�01".;CITY OF RIA L TO 5 �a R. 6 F2 z DON BROOKS, R.C.E. 41829 EXP. 3 31 14 DA TF . TRAFFIC SIGNAL PLANS Q o U.1 o�P 0� N0.41829 RECOMMENDED FOR APPROVAL BY LOCKWnOO ENGINEERING.- -... ' :.: MAPLE AVENUE AT BASE LINE ROAD °G Exp. 3/31/14 CARLETON W. LOCKWOOD, ✓R. RCE 45935 DA TE 7i& PM 19411 —PPD 2233 oF.5 SHEETS � CML �• ti� APPROVED BY SCALE AS SHOWN BENCHMARK., B.M. NO.: 068-88 ELEVAAON.• 1420.521 C ALZF OF O DA 1F DATE 04-16-13 arr a- RIALTO DI -w sEr /,v PCC BASE Fm uQYr s7D./ 2157797& .34• Ncw7H a- CDV7EWNE MIRO WAY, 500' t/- WESr QR' NE WVWWNE LIQ•WRE AVE AND ?' a CE BUILDING RB FA/N fRLYVr a- 7NE sw BERNAmwo MINTY A NA AA'V FOR.- PANA TION/ CONSTRUCAON PLAN NO. 0 _ MARCUS L. f ULLER, C/TY ENG/NEER, R. C E. 57271 70194.10