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HomeMy WebLinkAbout3404-122' HAND HOLE WITH GROUND LUGS (4) EMBEDDED ANCHOR — BOLTS 34'D x 12' DEEP 1' MIN. CIRCLE DRYPACK FINISH GRADE DIRECT BURIAL REMOTE BALLAST FOR FLOOD LIGHT FIXTURE 2'-6' MAX :Q ITS° � PAVEMENT MIN. � P. 4 04 VERTICAL REBAR o WITH 43 TIES 0 12' O.C. CONDUIT AS REQUIRED �- — EXOTHERMIC WELD x 8'-m' COPPER CLAD GROUND ROD WITH 06 BARE ROUND COPPER BONDING CONDUCTOR AT WALKWAY& TYPE D D1 Y (SNACK BAR FLOODLIGHT FIXTURE) MGN POLE TAMPER PROOF ALUM. BASE COVER (3)'4 TIES FOR TOP 5" OF POST BASE EDGE OF WALKWAY 1' MN. o PO WALKWAY 5" DIAMETER POLE - POLE BASE COVER 3' THICK CONC. PAD FLUSH W/ WALKWAY C 5E CT I OSI (AT WALKWAY) DETAIL REFERENCE NOTES: O PROVIDE SANDBLAST FINISH. VERIFY DIMENSION OF WALKWAY WITH LANDSCAPE ARCHITECTURAL DRAWINGS. PARK WALKWAYS LICsNTINCx POLE MOUNTING DETAIL, TYPE D DI MONUMENT SIGN FIXTURE- F FIXTURE TO BE BUFF COLOR WITW SANDBLAST FINISH AND POLYCARBONATE LENS %� AND CASE. LOCATE AND AIM AS INDICATED ON LANDSCAPE DRAWINGS. f �• a: FINISH C0t,=IT AS INDICATED ON PLANS (TYP-) FACE OF SIGN +4 -0• • -d r �i�\ ` •: d'• •• • i'�''�,``\�.\�/ice-�\� \�' �. `\�\ �ti�_\ •4 0.4 J -4. b d. '• 2 -CU. FT. CONCRETE L —• — —•— UJtTI-I ANCHOR BASE TO ANCHOR BOX. MONUMENT SIGN LICxNTINCx FIXTURE MOUNTING DETAIL, TYPE SCALE NONE CI 0 0 0 0 0 HAND HOLE WITH GROUND LUGS AND TAMPER PROOF Or - COVER TAMPER PROOF BASE COVER (4) 3/4' DIA. X 24' DEEP EMBEDDED ANCHOR BOLT TYPE C1 TYPE O POLE MN. 1' CIRCLE A 1 . DRYPACK 3 04 TIES FOR TOP 5' 11431 t: ° ._. 2'_6' MAXI ..al FINISH GRADE a a � _ ..d T 71' OF POST CURB WHERE APPLICABLE FINISH SIDEWALK OR PARKING AREA CONDUIT AS REQUIRED 4'-6" MIN. -L — — EXOTHERMIC WELD x V-0' COPPER CLAD 4 14 VERTICAL REBAR GROUND ROD WITH % BARE WITH 03 TIES . 12' O.C. COPPER BONDING CONDUCTOR ° EDGE OF WALKWAY OR— CURB WHERE APPLICABLE (4) 3/4' DIA. X 15' DEEP EMBEDDED ANCHOR BOLT 1' MIN. 1'-6' 3' THICK CONC. PAD —' FL USN W/ WALKWAY POLE BASE POLE AND BASE COVER PROVIDE MINIMUM SLOPE FOR WATER DRAINAGE AWAY FROM POLE �ms e�r SECTION "All DETAIL REFERENCE NOTES: (DPROVIDE 45' CHAMFER APPROX. I" x 1". EXPOSED BASE TO HAVE SANDBLAST FINISH. 0 WHERE FIXTURES ARE MOUNTED ADJACENT TO SIDEWALKS KEEP BASE 1'-0' FROM SIDEWALK O3 WHERE FIXTURES ARE MOUNTED IN PLANTER AREAS, KEEP BASE Y-0' AWAY FROM EDGE OF PLANTER SCALE NONE I PARKING LOT L IGPTINCA POLE MOUNTING DETAIL, TYPE C AND C1 Ol ROUTE CIRCUITS VIA 30A -2P. CONTACTOR Q2 ROUTE CIRCUITS VIA 3OA-6P CONTACTOR. 0 ROUTE CIRCUITS VIA 30A -2P. CONTACTOR LOCATED N'LIGHTING CONTROL PANEL'. SEE CONTROL WIRING DIAGRAM 3 ® ROUTE CIRCUITS VIA 30A -4P. CONTACTOR E2 O5 ROUTE CIRCUITS VIA 3OA-2P. CONTACTOR DRAWN BY SCALE: E.F. ROSENA PARK — EAST 10 RK �TR. 1 2� �O� 'A' NONE DESIGNED BY DATE RF NEMM_ 09/02/03 CHECKED BY: APPROVED BY: DWG. NO- DATE L.J. CITY ENGINEER CE W- 52 . DATE 12/3VO3 3404 as ■, �� mom PEA - - - . I� . ,, moo■■■■©so o■■■■■■��� - • _ ■ '''' ■■0■■■® ®■■■©■■ . _ . - M-07 — • • — • — "'/ �■■�■■■® m■■■�■■_ a , , ■ ■■�M=Imm■■m■m me■■e■■■�■■®� �� �� ���—__■■■■�m M�■■■■—I mmm� MEN —r��■■■■gym • „�■■■■���� mw 50 4rdqkj,�§- 421m A On' ---- Ol ROUTE CIRCUITS VIA 30A -2P. CONTACTOR Q2 ROUTE CIRCUITS VIA 3OA-6P CONTACTOR. 0 ROUTE CIRCUITS VIA 30A -2P. CONTACTOR LOCATED N'LIGHTING CONTROL PANEL'. SEE CONTROL WIRING DIAGRAM 3 ® ROUTE CIRCUITS VIA 30A -4P. CONTACTOR E2 O5 ROUTE CIRCUITS VIA 3OA-2P. CONTACTOR © ROUTE CIRCUIT VIA 3OA-2P CONTACTOR 3 IN 'LIGHTING CONTROL PANEL' SEE CONTROL WIRING DIAGRAM 0 ROUTE CIRCUIT VIA 30A-21- CONTACTOR 0 SCALE �( NONE t(� " DIAMOND STEEL COVER PLATE (4)1' DIA. X 36' DEEP EMBEDDED ANCHOR BOLT MIN. 1' CIRCLE DRYPACK — PENTA-HEAD TAMPER PROOF BOLTS ( TYPICAL ) MOTE: PULLBOX TYPICAL FOR L*PTING AND CONTROL CIRCUITS. VERIFY TYPE FOR POWER AND TELEPHONE 0 WITH UTILITY COMPANY. Lu lu Q PRECA5T CONCRETE PULL 5OX .a FINISH GRADE a • .� i , \' \' \� TYPE O ;H POLE HAND HOLE WITH GROUND LUGS AND TAMPER PROOF COVER A TAMPER PROOF - BASE COVER FINISH CONCRETE, SEE LANDSCAPE DRAWING MR a 304 TIES FOR TOP 5' OF POST — CONDUIT A5 REQUIRED -Hit ' ° 4 -6.� MIN. ° �— — EXOTHERMIC WELD 4 04 VERTICAL REBAR x V-0' COPPER CLAD WITH �3 TIES � 1Z' O.G. GROUND ROD WITH Yo BARE COPPER BONDING CONDUCTOR 24"0 SCALE NONE EDGE OF CONCRETE APRON VERIFY 0 0 o�o POLE BASE POLE AND BASE COVER PROVIDE MINIMUM SLOPE FOR WATER DRAINAC-sE AWAY FROM POLE SECTION "All DETAIL REFERENCE NOTES: O PROVIDE 45- CHAMFER APPROX. I" x 1". EXPOSED BASE TO HAVE SANDBLAST FINISH. F3,45KETB,�LL COURT L.IC �ITINC DOLE 1"iOUNTING DETAIL, TYPE � SCALE NONE CITY OF FONTANA, CALIFORNIA DRAWN BY SCALE: E.F. ROSENA PARK — EAST 10 RK �TR. 1 2� �O� 'A' NONE DESIGNED BY DATE RF 09/02/03 CHECKED BY: APPROVED BY: DWG. NO- DATE L.J. CITY ENGINEER CE W- 52 . DATE 12/3VO3 3404 as ■, �� mom - - - . I� . ,, moo■■■■©so o■■■■■■��� - • _ ■ '''' ■■0■■■® ®■■■©■■ . _ . - M-07 — • • — • — "'/ �■■�■■■® m■■■�■■_ a , , ■ ■■�M=Imm■■m■m me■■e■■■�■■®� mw © ROUTE CIRCUIT VIA 3OA-2P CONTACTOR 3 IN 'LIGHTING CONTROL PANEL' SEE CONTROL WIRING DIAGRAM 0 ROUTE CIRCUIT VIA 30A-21- CONTACTOR 0 SCALE �( NONE t(� " DIAMOND STEEL COVER PLATE (4)1' DIA. X 36' DEEP EMBEDDED ANCHOR BOLT MIN. 1' CIRCLE DRYPACK — PENTA-HEAD TAMPER PROOF BOLTS ( TYPICAL ) MOTE: PULLBOX TYPICAL FOR L*PTING AND CONTROL CIRCUITS. VERIFY TYPE FOR POWER AND TELEPHONE 0 WITH UTILITY COMPANY. Lu lu Q PRECA5T CONCRETE PULL 5OX .a FINISH GRADE a • .� i , \' \' \� TYPE O ;H POLE HAND HOLE WITH GROUND LUGS AND TAMPER PROOF COVER A TAMPER PROOF - BASE COVER FINISH CONCRETE, SEE LANDSCAPE DRAWING MR a 304 TIES FOR TOP 5' OF POST — CONDUIT A5 REQUIRED -Hit ' ° 4 -6.� MIN. ° �— — EXOTHERMIC WELD 4 04 VERTICAL REBAR x V-0' COPPER CLAD WITH �3 TIES � 1Z' O.G. GROUND ROD WITH Yo BARE COPPER BONDING CONDUCTOR 24"0 SCALE NONE EDGE OF CONCRETE APRON VERIFY 0 0 o�o POLE BASE POLE AND BASE COVER PROVIDE MINIMUM SLOPE FOR WATER DRAINAC-sE AWAY FROM POLE SECTION "All DETAIL REFERENCE NOTES: O PROVIDE 45- CHAMFER APPROX. I" x 1". EXPOSED BASE TO HAVE SANDBLAST FINISH. F3,45KETB,�LL COURT L.IC �ITINC DOLE 1"iOUNTING DETAIL, TYPE � SCALE NONE CITY OF FONTANA, CALIFORNIA DRAWN BY SCALE: E.F. ROSENA PARK — EAST 10 RK �TR. 1 2� �O� 'A' NONE DESIGNED BY DATE RF 09/02/03 CHECKED BY: APPROVED BY: DWG. NO- DATE L.J. CITY ENGINEER CE W- 52 . DATE 12/3VO3 3404 M6CHANIGAE- e��c�•rieo�►� OQNSaSULTNQ Sinha & Keyfauver Engineering, Inc. 421 EAST HUNTINGTON DRIVE MONROVIA, CALIFORNIA 91016 626-930-1383 Fax: 626-930-1385 Job No: 99100 l 10979 * EXP- 6/30/2007 `rj9 (£CTR��P\P CALVE DATE SIGNED: 11-6-2003 AR HITERRI DESIGN GROUP LADSCAP ARCH I T E C T U R SITE PIANNI Rfndo PC G19ti30 Fix MOOM �j✓ = Az uti I16 INLk#40 alkm LA SEAL c cli O N c c LO 0 O Cn O cc O m o c coY V v Q 0 U 3 r c ® O LL O U MOM REVISIONS A n n A A n DRAWN BY R.R. 5 DATE 09/02/03 SCALE NONE JOB NUMBER 0143-4 SHEET NUMBER E-5 Of 12 SHTS 26