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24 inch Main Relocation_Page_06
XREFS: NONE PROJECT NUMBER: 04.9368 rn ' CIRF - I : I O W Lb IRF O IRFL-T _ \ I \ /V'__1 CONSTRU TION NOTES. \MILE �'s. W�° z I '\MARK f� O� w I 1.EXTEND EXISTING NIGHTLIGHT CIRCUIT FROM EXISTING LIGHT POLE, LOCATED IN �o \ 411TF�S \ ISLAND OF AVIATION MALL ROAD. PROVIDE (3) #4 AWG CU & 1 #8 AWG CU EGC, TYPE 1003 \ RHW-2 CONDUCTORS. \ IOVV \ 2.PROVIDE 1-1/2" PVC CONDUIT FOR UNDERGROUND TRENCH. USE PVC SCHEDULE 80IRF ° RO \ o WV UNDER ROADWAY AND PVC SCHEDULE 40 ELSEWHERE. a 19.0' �, 14 I \ � .1' 3.POWER FOR NIGHTLIGHT CIRCUIT FED FROM CKT 37-39-41 IN PANEL LNE, LOCATED IN \ �\ N I ELECTRICAL ROOM #7. UPDATE PANEL SCHEDULE. 4.PROVIDE LIGHT FIXTURES WITH MOTION DIMMING DETECTOR (MDD), SET TO DIM TO i \ 50% AFTER 5 MINUTES. 24.4' 5.LOCATE POLE BASES TO ALLOW 4' SETBACK FROM THE EDGE OF THE ROAD. C \ \ C; zs.s' I 6.CONTRACTOR TO VERIFY ALL VOLTAGES PRIOR TO ORDERING FIXTURES. V p \ \ I \ 0 *44b I / IRF \ \ SUNOCO / \ 2 STORY WOOD FRAME& w MASONRY BUILDING Ln LAKE 1 10.1 10.1 \ I BAKING COMP NY + \ \ AMBROSIA DINER I I / c 31.6' 1 . 0.1 10.1 10.1 .1 10.1 + IRF I \ / ' + ni + +IPF + + + + /+\ \ / / TPED \ \ 38.8' 0.1 0.1 0.2 0. 0.2 0.1 T 90 O WATER POST / \ O 10.1 10.2 10.2 10 10.3 10.1 10.1 �I\ O BFv c I I WATER VAULT I \ \ / 11 WV 10. 10. 10. + + + + I O WATER POST I + \ \ IPF 0.1 0.2 0.3 0. 0.1 0.1 • ` I 1 0.2 0.5 .0 0.4 0.2 IPF 0.1 0.1 / 0 /+\ I / \ I t t 10. o "l. o t t '0. '0. '0. '0. '0. '0. '0. '0. / O \ I 0.1 0.4 2.2 1.9 1. .5 0:2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 I TSB \ 10. t o 0 0 0 0 o t t 10. 10. t � t t +0. 10. 10. t t '0. +0. '0. '0. +0. t t '0. +0. '0. '0. t t / 0.1 0.2 1.8 1.9 1.7 1.2 0.8 0. .5 0.5 0.4 0.3 0.3 0. 2.0,E 0.1 0.1 0.1 0.1 .1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ' + + 1 0,� o 0 0 0 0 + + +1 +0. 10. 10. 10. 10. 10. + + + + + 10. 10. +0. 10. 10. 10. 10. 10. 10. 10. 10. 10. + + 0. 1�.5 1.6 1 2 1.4 1.0 0.7 0.6 0.7 0.8 1 '� .1 7 5 4 4 3 3 0.3 0.3 0. 0. 0 2_0.2 2 1 1 1 1 1 1 1 1 1 1 1 .1 vi 0SMH o Co 0.1 1U.3 0.4 .6 0.6 1.2 0.8 n 0.6 0.7 1.0 1.4 2.0 2.2 2.1 1.6 0.9 0.7 .7 .9 1.0 1.1 0.9 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0-2 -e:2�1 .2 0.2 0.2 0.2 0.30..2 .2 /0.1 0.1 I \ / _ _ /+\ O SMH +0. t0.2 10. .2 10.3 10.5 10.5 1 .5 10.6 1.5 1.8 1.8 1.9 1.5 1.0 0.7 0.6 0. 0 9 1. 2.0 2.3 + + + +0.5 10.6 10.7 10.8 10.7 10.6 10.5 10.4 0.5 0.8. .5 ' +0.3 10.2 10.1 \ / \ TPED 0SMH + I+ + + + + + + 1 + ^ '31.7 0 0 0 0 10. 'l. 0 0 0 0 10. 10. 10. 0 0 0 0 4% + + + + / + + + + + ❑ 0.1 0. 10.1 0. 0.1 0.1 0.1 0.2 .2 0.3 0. 0.9 1.0 9 ,.y 1.7 1.30.E 0.7 0.7 0.7 1.0 1.5 1.9 2 1.0 0.7 0.6 0.6 0. 1. 1.6 2.0 1.9 0.8 0.8 0. 0.8 0.5 �.2 0.1 0.1 I ° 'S1 @ 20' I SMH I ' I 10. + +0. + + + + + + + + + + +0 + + + 10. 710. 010. 0 'l. 12. 0 0 + + + + + + + 0 0.1 0 1 0.1 0.1 0.1 0.1 0.1 0.1 0. 0.4 0.5 1.2 1.6 0.4 0.8 .7 0.5 0.5 0.7 1.1 -1.4 . 0.7 0.6 0.6 0.8 1.2 1.7 2.0 2.1 1.9 4 0.8 0.3 0.1 0.1 0.1 I I 1 20' O SMH i i I + + + + + + + + + + + + + + + + + 0 0 0 0 + + + + + 0.1 0.10 0.1 0. 0,� 0.3 0.3 0.2 0.3 0.5 0.4 0.7 .0 0.5 0.7 0.8 j '0. 1.7 2.1 2.3 1.8 0.9 0.4 0.2 0.1 0.1 ' I D \ I ' I + + + + + + + + A0. 10. + A0. 10. +0. +0. 10. +0. 10. '0. + + + +1.3 + + + 0 0 0 + + + + + + + + I 0.1 1 0. 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.3 0.4 0.3 0.2 '0.2 0.3 0.5 0.£-baa 1.1 .2 H 1 . 1.5 1.9 1.9 1.4 0.7 0.4 0.2 0.1 0.1 0.1 0.1 + 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 .2 0.3 0.4 0.8 O S .5 0.4 0.4 c 2.0 1.9 1.6 1.1 0. 0.5 0.3 0.2 0.J 0. 0.1 { I le 20 N + + +0. +0. +0. + + + + + + + + + X;2 +0 0.1 + o 10. 10. +0. +0. + +0. + + I 0.1 0.1 1 1 1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.12 .3 .5 0.7 1`3 9 6 �.4 3 3 02 1 0.1 0.1 +0. +0. + + + + + + + + + + '0. 10. 10. +0. X+ 3 + + + + GV 0 +0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.113 0.3 .5 .8 0.7 0.7 0.6 0.5 0.2 0.1 0.1 0.1 \ ° � GV I 0.1 0.1 10.1 0 0.1 0.1 0.1 0.2 0. 2 0.8 0. 0.5 0.4 0.3 0.2 0.1 0.1 POLE BASE COVER + + + + + o o + + + + + +0.1 / \ 0.1 �.1 0.1 0. 0.1 0.2 0. � r+O.4 1.3 1.0 0.6 0.5 0.3 0.2 0.1 DOUBLE NUT A-BOLTS LEVEL POLE �*# )!f + + + � o o � + + + + + 0 0.3 0. 1.5 1.� 1.0 0.5 0.2 0.1 0.1 � 3/4" NON SHRINK Q � BOND EGC TO POLE & FIXTURE + Q� GROUT PROVIDE 10. +0. +0. 10. +0. +0..1 1 1 1 2 3 6 ,o 0 0 + + + +1.5 1.9 1. 1.1 0.4 0.2 0.1 0 3/8" WEEP HOLE 3/4" CHAMFER AT ALL / 1 20 �� O VOID EXPOSED EDGES OF 0.1 0.1 0.1 0.1 0.2 0.4 1.7 2.1 0.8 0.2 0.1 + CONCRETE + + + + + + + + + o 0 0 + + 0� O 0.1 0.1 0.1 0.1 0.2 0.3 0.3� 1 1.5 1.9 2 1.2 .4 ��, � tiP / 0.1 0.1 0.1 0.1 0.4 0.6 0.5 1.0 1.2 1.4 1.:t 0.5 0.1 O P _ ANCHOR BOLTS BY PV N POLE SUPPLIER 10.1 10.1 10.2 10.2 10.4 1 0.7 0.7 0.8 1?9.2 10.1 CONCRETE POLE 10.1 10.2 10.3 10.5 1 1.0 10.8 10.6 10.51 0.4 ^102 . UNDERGROUND CONDUIT BASE FINISHED_GRADE 10.1 10.1 10.3 +0 - + .8 1.8 1.6 0.80. 0.3 10.3 10.2 10.1 1 .1 �DMH3 FINISHED GRADE I I I I f1 a@ 20' POWER NEW LIGHT ' -111-111-111 I I } + + o o P_+ } + + _ I 0.1 0.1 0.6 1.6 1.8�,�1 1.5 0.6 0.2 0.20 0.1 0.1 FIXTURES FROM GENERAL NOTES: I" BACKFILL -III o -I B6 EXISTING NIGHTLIGHT II IIM II III III ,I I o 0.25 A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE OF z I I III -I I III I I AVOID SHARP ,� z + + + + + + + + + � 0 .1 0.6 1 1. .7 2.0 .1 1.0�0,3 0.1 0.1 0.1 0.1 CIRCUIT, LOCATED IN NYS (BCNYS), NATIONAL ELECTRICAL CODE (NEC-2014) AND LOCAL CODES. EDGED MATERIALS WARNING TAPE BOLTHIS POLE H T U TAMP EVERY 6" io + '0. o } �+ + B. FURNISH AND INSTALL ALL EQUIPMENT, MATERIALS, CONDUIT WIRING, o AUGER HOLE FOR ko /0.1 7 1.4 0 6+0.1 0.1 44 0.1 TERMINATIONS, SUPPORTS AND FASTENERS AS REQUIRED TO PROVIDE COMPLETE CONCRETE BASE BOL 0, AND OPERATIONAL SYSTEMS. M IN UNDISTURBED FINE SAND BED 1 B00BOL 7 0.8 1. 1 2 C. EQUIPMENT LOCATIONS CONDUIT ROUTINGS AND DIMENSIONS SHOWN ON PLANS EARTH AROUND CONDUITS CONDUIT �° Q ARE DIAGRAMMATIC. FIELD VERIFY AND COORDINATE EXACT REQUIREMENTS. /01 BOL ° + 0.2 10.4 10.4 10.5 10.5 10.2 10.1 + D. COORDINATE AND SCHEDULE ACTIVITIES WITH CONSTRUCTION MANAGER PRIOR TO COMMENCING WORK. +0.1 + } E. ALL MATERIALS PROVIDED SHALL BE SUITABLE AND LISTED FOR THEIR INTENDED CONDUIT (TYP) ' :,r.. ` USE. ..�..�' / II + + + +0. F. ALL RACEWAYS AND CONDUCTORS SHALL CONTAIN A FULLY RATED EQUIPMENT .. A .. .1 0.1 0.1 0.2 0.21 z #3 @ 10" O.C. GROUND CONDUCTOR. (6) #5 BARS VERTICAL DETAIL NOTES: + 0.1 + 1 0 + C G. ALL PRODUCTS SHALL BE AS INDICATED OR APPROVED EQUAL. BOL ° BO ' + H. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS 1. IT IS ACCEPTABLE TO REDUCE CONDUIT BURIAL DEPTH TO 18" IN SECTIONS + + + WRITTEN INSTRUCTIONS. 0 ch 2" CL MIN. OF TRENCH NOT UNDER ROADWAY. BOA\ 0. 0. 0. ' I. CONTRACTOR SHALL PAY FOR AND ARRANGE FOR A THIRD PARTY INSPECTIONS. w 01 0 TRENCHING DETAIL STATISTICS LIGHTING SCHEDULE 0 2 SCALE: NONE NUMBER LUMENS LIGHT 0 20" DIAMETER DESCRIPTION SYMBOL AVG. MAX. MIN. MAX/MIN AVG/MIN SYMBOL LABEL QTY. MANUFACTURER CATALOG NUMBER DESCRIPTION LAMP LAMPS PER LOSS WATTAGE 0 LAMP FACTOR rn ROADWAYo 1.3 FC 2.3 FC 0.4 FC 5.8:1 3.3:1 ^ S1 7 BEACON PRODUCTS VP-S-36NB-80-3K-T3-MDD SMALL VIPER - TYPE 3 LED 3000K 1 6985 0.9 82.8 POLE BASE DETAIL NOTES: ❑ ❑ OPTICAL PATTERN 00 o fn 1. POLES LOCATED IN GREEN SPACES AND ADJACENT TO ROADWAYS AND PARKING AREAS � SHALL BE LOCATED 4' FROM ROADSIDE EDGE OF CURB TO EDGE OF POLE BASE. SCOTT D. GOODWILL 0 UNAUTHORIZED ALTERATION OR P.E. 070911 DATE REVISIONS RECORD/DESCRIPTION DRAFTER CHECK APPR. ADDITION TO THIS DOCUMENT IS A VIOLATION OF THE NEW YORK STATE ELECTRICAL SITE PLAN N 2 . CONCRETE SHALL BE 4000 PSI IN 28 DAYS. 6/28/17 Q ADDED CONSTRUCTION DETAILS BPM JTM JTM EDUCATION LAW. 3. BOND POLE BASE TO CONDUITS AND EQUIPMENT GROUND CONDUCTOR. Al�OF N�I�(/y 9/27/17 Q PER TOWN COMMENTS DATED 7/13/17 MAC OPW OPW ® 2017 �OPV�o GopO 0'Q� c Q C.T. MALE ASSOCIATES AVIATION MALL CONNECTOR ROAD 4. POLE BASES MAY BE PRECAST OR FIELD CONSTRUCTED. Y DESIGNED: MAC PYRAMID MANAGEMENT GROUP, INC. w - 0 DRAFTED : MAC TOWN OF UEENSBURY WARREN COUNTY, NEW YORK Q BAR SCALE j W 5 Q W SITE LIGHT POLE BASE DETAIL 30 0 15 30 60 �� E- © CHECKED EFG C.T. MALE ASSOCIATES Eml ,4 7091 �, . 1 SCALE: NONE _ oA� 0 1 �, © PROD. NO : 04.9368 Engineering,Surveying,Architecture&Landscape Architecture, D.P.C. 6 1 inch = 30 ft. O SSjO ® SCALE : 1"=30' SHEET 6 OF 11 50 CENTURY HILL DRIVE, LATHAM, NY 12110 p 518.786.7400 * FAX 518.786.7299 FA 90 DATE : MAY 15, 2017 �- DWG. NO: 17-0305