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21.197 Distribution Civil Drawings - REVISEDPage 1 of 1 Distribution Design Updated by: JMD. Last Updated: 01/14/2011 PRINTED COPIES OF THESE DOCUMENTSS ARE NOT CONTROLLED. AUTHORIZED VERSIONS APPEAR ON THE NGRID INFONET ONLY City Town of _________________________________WR #_______________________ (circle one) SO Install __________________ JO Poles on ______________________________ (quantity) (circle one) (street name) SO Remove__________________ JO Poles on ______________________________ (quantity) (circle one) (street name) SO Relocate _________________ JO Poles on ______________________________ (quantity) (circle one) (street name) Beginning at a point approximately _________ feet _____________of the centerline (distance) (compass heading) of the intersection of _____________________________________________________ (street name) and continuing approximately ____________ feet in a ________________direction. (distance) (compass heading) Install underground facilities: Street(s)_________________________________________________________________ Description of Work: ENGINEER __________________________________________ DATE ________________________ Pole & UG Petition/Permit Request Form DISTRIBUTION CIVIL DRAWINGS DAMON RD NORTHAMPTON, MA ABBREVIATIONS·LEGENDDISTRIBUTION DRAWING INDEXREFER TO DRAWINGS:PP-1PROPOSED MANHOLEDRAWINGSCIVIL & PROFILEDRAWINGSDETAILDRAWINGSDET-1DET-2DET-1GENERAL NOTES: DAMON ROAD CONST.  STA. 22+56.11 = INDUSTRIAL DR CONST.  STA. 300+00.00 PROP. PERM. EASEMENT (TYP.) PROP. HIGHWAY GRADE CROSSING CANTILEVER TRUSS AND GATE (B.O); R&S EXIST. REM. UPL, B.O. PROP. OVERHEAD WIRES, B.O. (TYP.) R&R ULT 3 & PROP. 15' GUY B.O. S RET. ULT 6 DAMON ROAD (ABAN., B.O.) WG (ADJ., B.O.) REM. ULT 4, B.O. WG N69°04'07"E 1066.02' 20 S 21 PROP. CONST.  & PGL 22 WG R&R ULT 5 & PROP. 6' SW GUY, B.O. WG 23 (RET.) S (ADJ., B.O.) (REM.) S 24 (REM.) (REM.)(REM.)(REM.) REM. LPL WSO (REM.) (REM.) (REM.) (RET.) PROP. HIGHWAY GRADE CROSSING CANTILEVER TRUSS AND GATE (B.O.); R&S EXIST. (RET.) CONTINUED ON SHEET 41 (ADJ.) RET. ULT 501 & GUY (RET.) PROP. TEMP. EASEMENT (TYP.) ABAN. PORTION OF PIPE PROP. SIGNAL EQUIPMENT (TYP.) (SEE TRAFFIC SIGNAL PLANS) BEGIN PROP. CITY ALTERATION RET. LPL (RET.) (RET.) END PROP. CITY ALTERATION PC +28.88 PROP. STUB POLE, B.O.PROP. TEMP. EASEMENT (TYP.) (REM.) (ADJ.) END PROP. CITY ALTERATION (ADJ., B.O.)(REM.) 25 S 26 (REM.) WG WG PROP. 1-3P ELEC. SERVICE REL. W/4" RIGID STL. RISERS & SWEEP-GALV. 15'-4" PVC & APPROVED HAND HOLE (POLYMER CONC.) CONN. TO EXIST. (REM.) BEGIN PROP. CITY ALTERATION PROP. MASONRY PLUG (TYP.) END PROP. CITY ALTERATION (ADJ.)(ADJ.) PROP. 1-3P ELEC. SERVICE REL. W/4" RIGID STL. RISERS & SWEEP - GALV; 3'-4" PVC & APPROVED HANDHOLE (POLYMER CONC.) CONN. TO EXIST. PROP. TEMP. EASEMENT (TYP.) PROP. UP & PROP. 15' GUY, B.O. R&R ULT 7 & PROP. 15' GUY, B.O. END PROP. CITY ALTERATION (ADJ.) PROP. 2-3" OVER 2-6" ELEC. CONDUIT, TYPE NM PROP. 2-4" MBI/AXIA CONDUIT, TYPE NM PROP. 4-4" COMMUNICATIONS CONDUIT, TYPE NM; (2) VERIZON OVER (1) COMCAST & (1) SPARE 301(RET . )PT +20 .53PROP. CONST . 302S50°56 '16 "E179.47 ' INDUSTR IAL DR IVE (RET . ) (RET . )(RET.)(ABAN.).175 00' (REM.)(RET.)S20°55'53"E28.88'L=1.659'R =(ABAN., B.O.) A ACC SCALE: 1" = 20' 020 20 40 FT N LIMT OF WORK STA. 401+40.00 MEET EXISTING N2950641.7170 E349716.7351 RET. UPL 65K WG (ABAN., B.O.) REM. UPL & GUYS, B.O. PROP. PERM. UTILITY EASEMENT (TYP.) PC +38.44 PROP. TEMP. EASEMENT (TYP.) R&R UPL 7, B.O. BEGIN PROP. CITY ALTERATION (REM.)PROP. UP & PROP. 15' GUY, B.O. S (RET.) WG WG 26 (REM.) 27 N69°04'07"E 1066.02' (REM.) PROP. SIGNAL EQUIPMENT (TYP.) (SEE TRAFFIC SIGNAL PLANS) PROP. 4" GAS MAIN RELOCATION, B.O. (ADJ.) PROP. MASONRY PLUG (TYP.)PROP. 4" GAS MAIN RELOCATION, B.O. DAMON ROAD CONST.  STA. 28+90.11 = RIVER RUN CONST.  STA. 400+00.00 PROP. MASONRY PLUG (TYP.) PROP. TEMP. EASEMENT (TYP.) CONTINUED ON SHEET 45 (REM.) (REM.) 28 PROP. CONST.  & PGL 29 PC +13.42 (REM.) WG END PROP. CITY ALTERATION RET. ULT 9 & GUY (REM.) (REMOD.) RET. ULT 10 & GUY PROJECT FILE NO.608236 DRAINAGE & UTILITY PLANS WSO WSO 30 (ABAN.) = 31 R I V E R R U N N 6 6 ° 4 4 ' 4 7 "W 1 7 5 . 5 7 ' 4 0 2 P R O P . CO N S T .  4 0 1 P T + 7 4 . 4 3 IN T ER S TA T E 9 1 NOR THBOUND IN T ER S TA T E 9 1 SOU THBOUND DAMON R O A D (R E M . ) .9(RET.)(ABA N.) (RE T . ) 8 = 2 5 L 3 3 R '. 0.0 ' 1 7 0'N20°55'53"W38.44'L =53 '8R=45.00A A CCB B SCALE: 1" = 20' 020 20 40 FT N NORTH WALL SOUTH WALLWEST WALLEAST WALLNORTH WALL SOUTH WALLWEST WALLEAST WALLMANHOLE NUMBER: MH1 MANHOLE NUMBER: MH2 #48 DAMON RD 18D-035-001 OWNER: KERRYMAN PARTNERSHIP P.O. BOX 60266, FLORENCE MA 01062 PATCH EAST OF LANE PLANT ROAD 18D-057-001 OWNER: CITY OF NORTHAMPTON 210 MAIN ST, NORTHAMPTON MA 01060 #55 DAMON RD 18D-065-001 OWNER: ROBERT S. THOMAS 55 DAMON RD, NORTHAMPTON MA 01060 #137 DAMON RD 18D-005-001 OWNER: EASTHAMPTON MAHADEV LLC 8 KINSBERRY WAY, EASTHAMPTON MA 01027