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R E V I S 1 0 N STATION 315 DISTRIBUTION - PLAN AND PROFILE 0 10, 20' 40' 0 41 8' TOWN OF WATERTOWN HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SCALE: unless noted D A T E D R A W N C H'K D. A P P R. DRAWING NO. REV. H: 1"=20' V: 1"=4' 04-03-15 JCB NMR 201 1 7 I 8 9 10 11 D E E 11 10 ,q B 41 i m N N U h a� I NN -- lu go r �3 I / \ t et 1 Q v� z' N h if M R �� I f, 1 I 1 IpcQ !J e O 1J j f / I PROPOSED uj DISTRIBUTIONI - .�Mm fl t d� � �r g� � � DUCT BANK BI N ::. uw .._. �a �U nN hoi to U°�N ;. /�. I Nm to NNa �4 ISE EET I �� lk Q �Z fys MN M MM"t' ° 1 II II �'; it v : Lu * m�� �g mgoo �v _. o > —_ —T Cc a0 ,-''~ Ne Z V ry N U �". O a 06 ..w r.- " "" '�T.}:5 Jr9VU� :t-.•irq , `. —_._._ -_-__ �._... ...m-- .— ..._ _-,—_--:_......._....__ :_: ..-. ::::: _ = .__...__ —. ...�_. .. - _ — -.-;M-N-____,.; 41 W _G_� u .._ �, ;� _ .,..-c__T. ..-_ ._._;,-- ._.�____.`�'c;_-....__�.___,�-..tr-r... ,-&12L2._s _-,:-._c._— _ c B�nJ 7v✓aJ __ It c - ♦ 21I �. d. I - D _ 10" SEWER 10 SE R _n�—'-- "D--�- 8" SEWER 2 2 o M N 8v z Z _ 0 --- 0 ` - ----- ------ _ _ - - - - - - - - - - - --- -- �- S S „,...- ------------ I S o It _ m CO �D �D _ ° d A C_ _ �_....--..__. ro U rn t6 2 50 a 'FI tom _- _CR NNNN �y;� lU �- 'I Z r — _ _ > j > ; E CLAY -- --- - - T-- ---- --.-- 1p%,� v •r. `.I- --------- - --- -- --t--`'n 0�22222 O <dr = I o+ B MH2998 �N' t`I pa. E �tia o 8 SECTION BB m a, al 1 1 ( , E m D C c� PROPOSED CONCRET �' U Nlo U N I I ° & !' E 10" d 1 45 Y cn 45 Z I MANHOL '' N I 9 ir' w __ w Ze m 6.0' X 10.0' X 8.0' DEEP � I t? is )+80 N 934 34 -+ i ' _-m C7 C� m � p 40 40 Zmaw U a. CD - -� O I a "i aS of c6 o 35 35 I I c hNNNN EXISTING ' - GRADE GRADE WARNING TAPE APPROVED BACKFILL F (2) 2" COMMUNICATION DUCTS (6) 6" POWER DUCTS 3000 PSI CONCRETE G FLAT (6) X 6" DUCT BANK SECTION D NTS - WARN I N C_ of APPROVED B = T (3) 2" COMMUNICATION (9) 6" POWER 3000 PSI COP BURNS `MSDONNELL NTs N:\NSTAR\71542\CADD\UNDERGROUND\PRODUCTION FILES\WATER OWN\NSTAR P&P DISTRIBUTION 29190 TOG DWG 7/21/2016 9:23 AM JBARRINTS m 5 Mo .1 1 SECTK 6'-0" x 10'-0" x 8'-0' DEEP (IN STRE 01 7 30 25 20 10+00 v 10+50 N 0. D E S C R I P T 1 0 N IBYI DATE I A P P R. R E V I S 1 0 N STATION 315 DISTRIBUTION — PLAN AND PROFILE 0 10, 20' 40' 0 4- 8. TOWN OF WATERTOWN HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SCALE: unless noted D A T E D R A W N C H'K D. A P P R. DRAWING NO. REV. H: 1 "=20' V: 1 "=4' 04-03-15 JCB NMR 202 3 8 1 9 10 11 0 C I E F G 2 3 5 6 7 I 8 9 1 10 11 A C D E F G , 1 1 , 1 c) 1 T�", A,RSF� ID - , RIM,30.54 i F 1.1'i" 0M�,30.23 �, \NV 26. ► RNV(tl)f2 23 22• 1 CB N-tl�,23.8 I N c) 23 1 RIM=29.14 tl` INV(b)--2 3.74 1 INV=25.0 04 g ' CONS. SfD ..... " A I � D a r - _-.�- --� GRAN. CURB CRAM CURS �n b OPEN yy.:-_.......�T__-T__.._ .....i __b�_q___-_T--_-T.._.__--T-___-T"_._._.� .__.... i W Wr _ - - `` y --C o_ T------�-----T._---`.T.___ _T-___--T-- W W _- W W W W ._._ -T ---T---T-_...__T___-- U w W W w -- G w .__._°� S S W S W W -..._-----_'. W S S S _.-_-......__ C S S -_ G-$----_ '".. �T-._ ._ o O W S ��1 S S> G- o a OP C �+ G ""_ C b - c,� DRAIN \ d c O PT PTC \ N E 12 ^ C7 _ RIM'3 6 TURF NV' 905 13 0 B.=r.CON REAL a Y L P _I". -964 NO BEACON Sl` H Pr n e a i t ' S" RSENAL S" DMH RIM=29.98 LNV(a)=21.98 INV(b)=24.98 DMH !NV(c)=21.78 CB RlM=29.67 CB R1M=29.50 CB !NV(d)=23.88 i RIM=29.14 /NV(a)=21.47 p RIM=29.05 /NV(a)=22.70 RIM=28.96 0 /NV=25.04 - INV(b)=23.47RTH BEACON / R L E f LD.W.=25.75 INV(b)=20.70 ---------_--� C �- ---_ -- 1NV(c)=21.37 -- NO PIPES VISABLE-- _ 1N7�---- --� lNV=24.96 ---- -- ----- - - ----- ------------------ e s a. s a .U. �A`'L'f._ S,DEV✓AL . d t t s SA GRAN. CURB C ULD NOT V G z - Itl 2 "RCP 24 ' RCP tl c 24 b0 D p D D F D D D 24" RC�d D D p e d D tlb o D D b c p c D --.� p 24" RCP ° ° 24" RCP � c c D 24" RCP P d 24" RCP wp ------------- -- ---- --�-- - ^- 15" RCP _ _ -- ----- L `' I 2 C8 < �( )��� - - - - - - - - - Q Q R I F^ R1M=28.79 N �b L �a PTC PTC - - - PTC �' PTC PTC PTC PTC - P PTC PTC PTC PTC-----a TC PT PTC -7 PTC F TC PTC F E E E E E E E E E E E E E E E E E E 504 GRAN. CURB �- ----._. .GRAN CUR....- � _i GRAN. ECG 504 cr .CURB CRAM r c - .... n ..;.,..- - _- ._._.. .�....... m..-.__.___:: .... V " _.:.._�...4:,.G;'-.`."`'\`.,. ,,.......0��-__ -------�� �� - ---------------- T<�- _- CB + C / INV=24.W Z -----------MH29976 52 ��s 0 PROPOSED I CB \ / f PROPOSED CONCRETE V24.97 0 / DISTRIBUTION R =29.01 / MH29975 1 r v=23.51 �� ' PROPOSED CONCRETE p y ° ) , DUCT BANK , � �� n MANHOLE �� - << , i 1�.-'�a MANHOLE Iw 6.0'X 10.0'X 8.0'DEEP \\ �a��l °, 6:0'X10.0'X8.0'DEEP 11cn c� I w H \ Z RIM=27. \ s � � J .- 1 F , \ 915 '�.� 154 SUMP=20.44 _ i_P e ::T tz a n SB'?Y \ t_kE �:, MCGUIR►C TIMOTHY .3 No PIPES wsaeLE, a,✓W z � � k � _ I \ �� 1' 3 , raA,ll CT SECTION CC GRADE WARNING TAPE APPROVED BACKFILL (3' 2" COMMUNICATION DUCTS (9) 6" POWER DUCTS 3000 PSI CONCRETE BURNS `MSDONNELL N:\NSTAR\71542\CADD\UNDERGROUND\PRODUCTION F I LES\WATERTOWN\N STAR P&P DISTRIBUTION 29190 TO GG DWG 7/21/2016 9:23 AM JBARRINGER 4 i �Q V TYP (9) X 6" DUCT BANK SECTION F NTS - 0 i 2' 91' SECTION A -A SECTION B-B 6'-0" x 10'-0" x 8'-0' DEEP (IN STREET NOR-�N all 35 30 49 20 10+00 10+50 u 0 EXISTING GRADE 5 N 0. D E S C R I P T 1 0 N IBYJ DATE I A P P R. R E VI S I O N ~S TA ,007 �.Ln sC civic 0 10, 20' 40' 0 4' 8' HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SCALE: unless noted H: 1"=20' V: 1"=4' 7 8 9 STATION 315 DISTRIBUTION - PLAN AND PROFILE 77 TOWN OF WATERTOWN D A = D R A W N C H'K D. A P P R. 04-03-15 JCB NMR 10 DRAWING NO. REV. 203 2 11 C �J F G 2 3 4 = 6 8 g 10 I 11 A C D E G / INV=24 96 M/M Z& J4 INV(BC)=19.64 svLCCj�it3 /( ....`--�.. b ...m_a.......... ., a__....-_ .___.�.„4ri✓. tN�.�i . .A.m�..., GRAN. CURBS PROPOSED /' TOWN OF WATER TOWN. /. NORTH N TREro . _ DMH CB / R1M-29.6. R1M=29.41 R1M=28.74 LO:G.=27.87 CB D INV(a)=23.91 T.O.B.=25.94 DCR TERRITORY RIM=28.72 p lNV(b)=19.91 INV BC INV 25.42 INVLc =23.21 f ( ) 13.64 - - - INV(d)=20.01 S t ONE RETAINING WALL n A • C 4> _ G f DISTRIBUTION '2" SYH Vi MH DUCT BANK B DRA1N 10 R1M=29.51 / =29.70 P. W - -- W w )�11 )=18.30 y l - W I : 'N yy W W 12; 4r T.O.S.=25.47 CB RlM-28.64 -------- ----__ lNV=24_99 S 11 S W O 5 S 1 SEWER S 4 S S S SD S S S S S S 5 S D A S S- S S I 24 RCP a b c 24" RCP F D D D 0 2 D RCP D 5 D F S SMH s S S s S S S ._-._-.--_._- S S D D e d 504 24" RCP c� E 504 D ..... .63 s S S - S--.-_.-__- S O / =22.33 --- --- - ---- ---- --- -- - �- - -- O I - - ---------- - - ---- -- - - - -- ry ti B E 5 (NO r F DMH a •. j;-'-'_- r� / (NOT FOUND) _ _._. GRAN. CURBW "�' W yy 8, - W _ (] ,, t c _ ,UPg-- --W _ D12" p _.. � e p : _ `W -M1 •.OG�PW'�".` TC PTC P -- fr-co-o-� _ - PT PTC P `*,e �.--'"'l~ r c �.. TC N F{ PT - a t E E E E E E 12" ORA/N 0l1 b .a W J TC� PTC P PTC ;:.. 1r Xt 3F dGc'I TC P7G a n C -- f GRAN R6 _ -_ _. CRAN�� U_ a - -- ti, I < _ - _ sA -.. \ PTC- - PTC P PTC- < _. _ H...v. ,.. f _ ,_........... ....- .--___ ..".4_ _ ...._-.� ....--..._.--�- R1M=29. 9 w. RIM-28. 2 j 's RI =28 65"" /INV(BC)=19. INV=24.Q2 \ INV-24.25 a IM=28.96 � 1NV(o)=2Js96 A tQ � � o CB DMH !NV(b)=23.66 a �y� ' RIM=28.48 RIM=29.50 ti / INV=25.58 N O INV(o)=22.80 9 M H29974 'Lu W INV(c)=20.40 i' U) O 1 I PROPOSED CONCRETE E y INV(d)=23.50 � / �' r I Z Z INV(e)=20.50 MANHOLE / U C ' " IA"xTMf -� _Z Ri A ..; ;�. E .'. iOS 6.0' X 10.0' X 8.0' DEEP U 1 1 I WARNIN (3) 2" COMMUNICATION (9) 6" POWER 3000 PSI COf TYP (9) X 6" DUCT BANK SECTION F NTS - ® BURNS *RMSDONNELL 1 2 3 N:\NSTAR\71542\CADD\UNDERGROUND\PRODUCTION FILES\WATERTOWN\NSTAR P&P DISTRIBUTION 29190 TO GG.DWG 8/25/2016 9:57 AM JMTAYLOR 10'-0" 35 30 6'-0" 25 - oo 00 0 LiF bo N 20 - 2'-9" SECTION A -A SECTION B-B 6'-0" x 10'-0" x 8'-0' DEEP (IN STREET) 15 10+00 I< 1 SECTION DID 10+50 10+80 EXISTING GRADE N 0. D E S C R I P T 1 0 N IB YI DATE I A P P R. �+ R E V I S I O N iNa7 TA � �+ASCT/4/C NORTN 0 10, 20' 40' 0 4' 8' HORIZONTAL SCALE IN FEET VERTICAL SCALE IN FEET SCALE: unless noted H: 1 "=20' V: 1 "=4' 4 6 7 8 9 STATION 315 DISTRIBUTION - PLAN AND PROFILE TOWN OF WATERTOWN D A T E D R A W N C H'K D. A P P R. DRAWING NO. REV. 04-03-15 JCB NMR 204 1 10 1 11 NO i C D C F C