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6/ 100 YEAR FLOOD PLAIN --- M / 6"
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8' TOP OF 84"PIPE M \ ----- - y8 0 RIVERVIEW STREET
T.B.M.D BOLT 0 ER - Z_ C q/k/T//f F EL.23.68 AT CB / S \� NORTH ANDOVER,MA 01845
MAIN OUT�OF / _ -_ ENCE --- -� M \'' CLIENT
M - - - _ / 200'RIVERFRONT AREA ye \
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�ATION=36.40 M - - --- �� '' ---- 9 so4_ - ��! 1=16.3(sE> EH� GREATER LAWRENCE
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_+ 37-� ELECTRIC / � CONNECT FENCE ❑� SANITARY DISTRICT
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_ ELECTRIC TO EXIST.FENCE 2ga, 240 CHARLES STREET
M RE ---- ---------_« __��`� INV.EL. 19.0 -_MANHOLE
SOP FEN "---- «� «��« 32 _ / \ tiG NORTH A612 tel ,MA 01845
685.7
M/ GNp,IN K -- 31 +� -_ 84 --- 978.685.1612 tel 978.685.7790 fax
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B �4 3 CoC``l`�T INFILTRATION/ ___- �- CRUSHED STONE INFILTR N
+ E '34__ - �2 _� - 1.52 TRENCH.SEE NOTE 4. � S, / �o
\ ti� \6s CONSULTANT
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(978)9 MA 01824
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SPIKE SET HI/MH#1 Q / e ENCLOSURE i
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E 754698.02 E o ® +ELEV=34.g3 _
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EXISTING POWER / . '
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PULL BOX LL-1
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LL1 CONTAINMENT TANK RIM EL 32.25 Q. 3 k
EXISTING SIGNAL oy R °
ACCESS COVER. SEE NOTE 11 =30.66 +
F PULL BOX SEE NOTE 8. 33.10 x x 32.50 1+24.8(NE)'
2 PULL EXISTING BOX CONTROL �r---= �� 1=24.9(SW) �UQ
/ II II CB
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� ,x 6"PVC DRAIN
+ F + 34.84 34.so 3411 j 355 6"PVC DRAIN
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SGC 34 36 SGC 34,18 33.89 5'G - -- �� �
S EL / 3 3z13 CONNECT FENCE R=30.69 REGISTRATION
32.50 TO EXIST.FENCE CONNECT 6"DRAIN (SILTED)
v \ 32.51 \Q / 1 32.70 32.30 I / /TO EXIST.BRICK CB 1-25.4t(NE)
Q+ T.O.C. \ 32.75 6"GATE VALVE WITH POST INDICATOR.+ CB
/ EL.32.3 x o 34.37+ 09+ / 3E.64+ VALVE NORMALLY OPEN,CLOSE FOR
U EL. + / 1 32 9 z.45+ FUEL DELIVERY.SEE NOTE 5.
vO+V 32.51+ 9 c15o4 / 32.60 32.50 GUARD POST
FUEL DELIVERY TRUCK \
BELOW GRADE 3,500 GALLON / 8'HIGH MANUAL SWING GATE
ONC BASE / (SHOWN FOR CLARITY)s DUCTBANK(TYP.) ECAST CONCRETE SPILL 3 88 TO REPLACE EXISTING GATE
B LEC RISERS A . NTAINMENT TANK sTnoN#3
V' 4.48 33.ss __33.00- 32 9 32.30 _ 7 /N 3OB527os❑
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32.75 6 FT.WIDE BIT.CONC.SPEED HUMP E 7545JEO77
P kko j ssff - + 32.70 TO ACT AS SPILL CONTAINMENT BERM. ELEV=3/.4a
T.O.C. 9Ta / ff� SPILL CONTAINMENT AREA.° 31 11 ---1 -- NEW PAVEMENT TO MEET AND MATCH
EL.32.3 j 14'x12'PAVED AREA EXISTING PAVEMENT.
x SEE NOTE 7 3 �' 100'WETLAND BUFFER
+ SLOPED TO CATCH BASIN. i
w �+ I � L p� ISSUE/REVISION
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m AREA OF NEW PAVEMENT,
E e=3 5.6 8 O C�_ 2 + / ' 16'x2O',SLOPED TO DRAINLLI �I Q
r X�l, TO NEW CATCH BASIN
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100 YEAR
O 6 I FLOOD PLAIN Co
+ EL.33.4 - R=28.94
+ '- 2� 16.4(N) \ I/R DATE DESCRIPTION
SMH PROJECT NUMBER
Y v
60501489
NOTES: NOTES CONT):
` I + � ,' Designed By: T.SHEA
O �o so T ---___ �' H 1. FOR LEGEND,ABBREVIATIONS AND GENERAL NOTES,SEE SHEET 00 C-001. 6. CONTRACTOR SHALL RESTORE DISTURBED AREAS WITH LOAM AND SEED AT COMPLETION Drawn By: S.NAPOLITANO
B-1 / \ 90 / OF MAJOR WORK ACTIVITY.CONTRACTOR SHALL RESTORE ALL OTHER AREAS DISTURBED
W I '+ I / 2. FOR DETAILS,SEE 99 SERIES OF CIVIL SHEETS. BY HIS ACTIVITIES INCLUDING ASPHALT AND CURBING. Dept Check: C.BENZIGER
w W J 3360 Proj Check: R.ADAMS
i R I x / 3. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE POST DEMOLITION,I.E.AFTER 7. CONTRACTOR TO INSTALL SLOPED GRANITE CURBING ALONG ACCESS DRIVE TO CLOSE
O O + s m / DEMOLITION OF EXISTING FENCING,CURBING,ETC.FOR COMPLETE EXISTING CONDITIONS, OFF OPENING TO WALK. Date: AUGUST 2019
A U O I,O + SEE SHEET 00 C-101. Scale: AS NOTED
w W O + 3 s S 8. CONTAINMENT TANK FRAME AND COVER TO BE NEENAH FOUNDRY,MODEL NO.R-1557,
w � s yr l 0 4. THE CRUSHED STONE INFILTRATION TRENCH WILL BE A MINIMUM OF 2 FEET WIDE AND HEAVY DUTY,OR APPROVED EQUAL.ADJUST HEIGHT WITH BRICK AND MORTAR OR
TE GRADING RINGS.
m a , DISCIPLINE
" 3 2 FEET DEEP ON THREE SIDES OF THE GENERATOR CONCRETE PAD(NO TRENCH ON PRECAST CONCRE
MR N
C) �9 / 7 1 / THE NORTHWEST SIDE)AND WILL ALSO BE PLACED UNDER THE GENERATOR HOODS. CIVIL
o M e 1 9. APPROXIMATE LOCATION OF EXISTING,BURIED GROUNDING TRIAD. SHEET TITLE
35.67 \ + 0 1 // 306 5. THE CONTRACTOR SHALL PROVIDE AND INSTALL MUELLER CO.6"RESILIENT WEDGE GATE
o / �/T ' VALVE,MODEL NO.P-2361,OR APPROVED EQUAL,WITH OPEN LEFT HAND CRANK AND 10.CONDUIT TO BE EXTENDED A MINIMUM OF 6'ABOVE TOP OF CONCRETE,PLUMB. SITE PLAN
MECHANICAL JOINT FITTINGS WITH MUELLER CO.POST INDICATOR MODEL NO.A20806,
a OR APPROVED EQUAL,PAINTED BLACK. 11.PRIOR TO PLACING THE CONCRETE FOUNDATION,CONNECT 250KCM BARE COPPER
a GROUND CONDUCTOR TO GENERATOR PAD REBAR USING COMPRESSION TYPE
a LL PLAN 0 10 20 30 CONNECTIONS(TYP.OF 3 OUTSIDE CORNERS OF FOUNDATION).FOR EACH CONNECTION
w TO THE REBAR,BUNDLE 20'OF WIRE FOR FUTURE CONNECTION TO GROUND GRID.
SCALE:
z a m 1"=1 0'
1"=10' SHEET NUMBER
o<
o SCALE FEET
12, 250 KCM BARE COPPER GROUND CONDUCTOR BURIED 30"BELOW FINISHED GRADE. 00 C-1 03
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5 4 3 2 1