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Home My WebLink About3262-1CONDUCTOR SCHEDULE A.W.G. SIZE POLE OR RUNS OR CABLE SIZE CIRCUIT A A L3% 14%1 /51 �6� L7-1 /% /9% �9� 'Ltd, C 0 POLE 0 POLE VESICLE POLE EDESTRIAN 0 ARROW QUAD Vii; 1 1 n 45' 15' POLE 0 EXIST. 2 -MAS SV -1-T SP -1 -CS 2 1 1 i 1 25011 Citrus Ave N 3 D U C C T 0 0 N RD S U C T1 12 0 S POLE 1 1 1 1 1 1 POLE O 1%2) 1-A 1 1 1 1 1 1 1 1 EXIST. - TV -1-T POLE 4 1 1 1 1 1 1 1 1 1 1 1 1 POLE � 1 1 1 zi zi 1 1 1 1 �3; POLE 35' 50' 15' EXIST. EXIST. 2 -MAS SV -1-T 1 1 1 1 1 1 POLE 25OW Baseline Ave TOTAL CABLES 3C/12C 1 2 2 LY 5 5 6 6 2 2 2 2 122 1 10 1 LUMINAIRES - 2 2 2 2 2 2 2 2 2 VIDEO COAXIAL CABLE - 1 1 1 2 2 3 1 1 1 VIDEO POWER CABLE - 1 1 1 2 2 3 1 1 1 OPTICOM CABLE - 1 1 1 2 2 3 1 1 1 CONDUIT SIZE (ill.) 3 3 3 3 3 3 3 1 3 3 3 NOTES: 1. REMOVE AND DISCARD ALL EXISTING CONDUCTORS AND CABLES IN RUNS 1, 2, 3, 4, 5.6AND 7. 2. INSTALL ALL NEW OCONDUCTORS R SCHEDULE. D CABLES IN RUNS 1, 2, 3, 4, 5, 6 AND 7 PHASE DIAGRAM -- --- --------- ,r--------------- A,------------------ -c%- ----- --------T,--- --- ,c, _ �7_ EXIST. E.P. HEADER CUT NEW A.C. 0.10' MIN. TACK COAT ALL EDGES -4 EXISTING AC SURFACING '-- 2 -SACK ONCRETE BACKFILL INITIAL POUR TO BE FLUSH TH SURROUNDING SURFACE) RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL N.T.S. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 II M • 1 II .. II ---------------------- -----------------1 - W ----------, 1 II 1 II \ 1 11 EXIST. E.P. I " II II jif 03 11 "; E_ 1 6 LAK J CONSTRUCTION NOTES [i] Furnish and install R96+R96A signs on traffic signal pole. W N S E SCALE 1"=20' 10 0 5 10 20 40 POLE AND EQUIPMENT SCHEDULE POLE SIGNAL STANDARD PLACEMENT DIMENSIONS • SIGNAL MOUNTING PEDESTRIAN PUSH BUTTONS HPSV LUMINAIRE NON -ILLUMINATED STREET NAME SIGN NO. POLE TYPE POLE HEIGHT SIGNAL MAST ARM LUMINAIRE MAST ARM "A" >"B"' I n POLE VESICLE POLE EDESTRIAN 0 ARROW QUAD Vii; 29-5-80 n 45' 15' EXIST. EXIST. 2 -MAS SV -1-T -- --- --------- ,r--------------- A,------------------ -c%- ----- --------T,--- --- ,c, _ �7_ EXIST. E.P. HEADER CUT NEW A.C. 0.10' MIN. TACK COAT ALL EDGES -4 EXISTING AC SURFACING '-- 2 -SACK ONCRETE BACKFILL INITIAL POUR TO BE FLUSH TH SURROUNDING SURFACE) RIGID METAL CONDUIT (INSTALLED WITH 1' MIN. COVER) TRENCH REPAIR DETAIL N.T.S. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 1 II M • 1 II .. II ---------------------- -----------------1 - W ----------, 1 II 1 II \ 1 11 EXIST. E.P. I " II II jif 03 11 "; E_ 1 6 LAK J CONSTRUCTION NOTES [i] Furnish and install R96+R96A signs on traffic signal pole. W N S E SCALE 1"=20' 10 0 5 10 20 40 POLE AND EQUIPMENT SCHEDULE POLE SIGNAL STANDARD PLACEMENT DIMENSIONS • SIGNAL MOUNTING PEDESTRIAN PUSH BUTTONS HPSV LUMINAIRE NON -ILLUMINATED STREET NAME SIGN NO. POLE TYPE POLE HEIGHT SIGNAL MAST ARM LUMINAIRE MAST ARM "A" >"B"' I MAST ARM VEHICLE POLE VESICLE POLE EDESTRIAN 0 ARROW QUAD Vii; 29-5-80 30' 45' 15' EXIST. EXIST. 2 -MAS SV -1-T SP -1 -CS 2 �--- W 25011 Citrus Ave 1%2) 1-A 10' - - EXIST. EXIST. - TV -1-T SP -1 -CS 4 —vim N - - �3; 29A-5-80 35' 50' 15' EXIST. EXIST. 2 -MAS SV -1-T SP -1 -CS 4 N 25OW Baseline Ave %%4, i -A 10' - EXIST. EXIST. - TY -1-T SP -1 -CS —927- 5 20A-4-80 35' 35' 15' SEE 2 -MAS SV -1-T �e �k sie * 25OW Citrus Ave 8 1-A 10' - - SEE SEE - �7; 26-4-80 30' 40' 15' EXIST. EXIST. 2 -MAS SV -1-T SP -1 -CS S 25OW Baseline Ave 1%8" i -A 10' - - EXIST. EXIST. - V�- T2,T SP -1 -CS 2 --oft- R - - NOTES: 1. REMOVE AND SALVAGE EXISTING POLES 5 AND 6 AND EQUIPMENT. REMOVE EXISTING FOUNDATIONS AND ANCHOR BOLTS. BACKFILL HOLES WITH TWO -SACK SLURRY. 2. INSTALL NEW FOUNDATION AND ANCHOR BOLTS FOR POLE 5 APPROXIMATELY ZY EASTERLY. 3. INSTALL NEW FOUNDATION AND ANCHOR BOLTS FOR POLE 6 APPROXIMATELY 17' EASTERLY. * DEACTIVATE PEDESTRIAN SIGNAL HEADS AND PEDESTRIAN PUSH BUTTONS FOR 06P AND 08P. INSTALL SALVAGED POLE 5 AND EQUIPMENT ON NEW FOUNDATION. INSTALL SALVAGED POLE 6 AND EQUIPMENT ON NEW FOUNDATION. - - - -- ---- ---------- Vr__ --- --------------------------------------------------- --------------------------------------------------------------------- 1 P.P. #4028224E �--------------- _ (SERVICE POINT) FUTURE 10'x8' RCB ---------------------------_________ ______________________________ FUTURE � ------------------------- 7� ` 10'x8' RCB -B - ---- ---`---I�Er---�,�,E -�------------'i-�-- -----------`---��__�. ._cco- i`yt-?r---- t---------__-`------ --' �--------------- _•--------' '----------------------------------_•--------- - - •--------_-------- -------`-------------' SHE------------------- ' '-----0OHE---------- -- OHE-- -0HE-------------------- .. .. � .� --SHE--------------------- -W ' ------ -------------------------------------------------- ---- _ --------------------- F w ------------ - w -------------------- --------------------- w ------------------------------------------ ------------ EXIST. E:P: "'"---- 08 SbJ o2 " IIAV 08 07 II 3� ---------- ----------------- ------ -- -- -- �3 -_______________ -_____ 1 - • 07 It I ---- -------------------------------------------- -------------------- t- L,------------- -------------------- ' ------------if------ �i--- ---- - ------------------------------------------- --------------------------------`------------------------------------------------------- -- •------------------- ------------- ----------(K� (]'':� }((! i i �L- ----------• --'------------------------------------------ lj ---------------___---- ---------------------- \j ---------------------- ----------- ------ --• \j --------' ___--______----_____• ---------------------- ------------- -___-------__-_-----• ---------------------- ' ---------------------- `{' I II „ i \ W - '-- --� �- _ I 1----;---- ------- W4 ------------------- _-__----___-- W -----___-_-----_-_--_- --_-__--------__-_---- W ._- _-__-_- ._-______-------_- -_- W .-____-___--_---____-. ._-_____--________-_-. W ._-_-_-__-___--______- . _-__-___-_--____-_. 4 "i+---- '------------------ --------- -------------- T ----------------- 1� --• •-------------- ------ T -------- --------- - -1 , •-------------------- W_ _ : -- --------- - - ---- "------- -------------I I '� -+--•--�= - --- ---- ----+-------- ---- I---------------------------------------------------------------------- - -- - T ++I r -- T •-I-' T --------------==----- ::___:___:------------------ -- - -- W�---------------r-- ----------------------- W ------------------ --------------------� - ----- " II '-------- - i' -- ------------ W i / tp i --- _ - W -------tt------ , r--- ------ X------ W -- -- -EX. 'F.5 2 j 2 I EXIST. E.P. 0 c� , I „ r ,, EX. 2"C 3#6 � � I I , , � rye\ � p�`T , `i i i � i I I I I it �� • r_ •\ a V •I " ; „ EX. 2"C, TELEPHONE ICC04 , II --i , EXIST. C&G 06 % / _------ 06 01 2` EX. SERVICE EQUIPMENT CABINET EX. TELEPHONE PEDESTAL EX. CONTROLLER CABINET (SERVICE POINT) }--- ;--------------=----- GENERAL NOTES 1 • • 1. Traffic sinal and fighting shall conform tote State of California Standard Specifications g g If ' ' ' Section 86 and Standard Plans (dated July 1992). III „ 2. Location of all underground facililties area proximate. The Contractor shall pothole to determine the exact iocations and verify all p conditions on the job site. Hand dig foundations c� c� ;; until clear of obstructions. Phone UNDERGROUND SERVICE ALERT at (800) 227-2600 two (2) I I) working days before digging. 3. All pullboxes shall be No. 6 and conduit shall be 54mm(2") rigid metal except where noted II III IIif Io erwise. 4. Existing lighting shall remain in operation until new signal and .bighting is operational per Speciaf Provisions. 5. The Contractor shall obtain approval from the Engineer for exact equipment locations prior to „ „ 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. a REV. I REVISION DESCRIPTION DATE IENGR.I CITY I DATE final placement. 6. The Contractor shall refer to the City Traffic Engineer in the event of a conflict or potential conflict with this plan and/or Special Provisions for this project. 7. All required construction permits shall be obtained from the City of Fontana Engineering Division prior to commencement of work. O QROf ESS/p� J. f/3, �F No. 13493 * Exp. 3-31-05 ,F ci Vi - 9lF OF CA1.�F�� repared . Under The Supervision Of: LAWRENCE S. EISENHART CONSULTING ENGINEER 2070 Locust Court San Bernardino, California 92404 Te1- (909) 864-5406 Fax: (909) 864-5047 LAWRENCE S. IS ARRCE 13493 DATE BASELINE STORM DRAIN PROJECT CONSTRUCTION STAGING PHASE 2 - STAGE 2A CITY OF FONTANA, CALIFORNIA TEMPORARY TRAFFIC SIGNAL PLAN 5 Design �By: ]BASELINE AVENUE scoi;L." — 20' Drawn By .and Date: L.S.E. CITRUS VENUE Sep 2002 Checked By: AI} rove Dr. No