HomeMy WebLinkAbout2013-06-18 Planning Board Supplemental Materials (38) LEGEND: FOR REGISTRY USE ONLY
SITE PLAN
GREAT POND ROAD
B./D.H.(FND.) — __ _ EXISTING CONTOUR NORTH ANDOVER, MASS.
200' TRIBUTARY
A31 (120) PROPOSED CONTOUR
EDGE OF WETLANDS PREPARED FOR: TECHNICAL TRAINING FOUNDATION TRUST
62 DATE: March 28, 2013 Revised June 3, 2013**
EDGE OF WATER SCALE: 1 "= 20'
S EXISTING SEWER
W
EXISTING WATER a n d over
F A30n\ consultants
� — °°°°°°°°°°°°°°°°°°°°°°°° PROPOSED HAY BALES
�, / F Ps PROPOSED SEWER n C•
1 East River Place
�� \ PW PROPOSED WATER Methuen, Mass. 01844
O / / / / /
_ / 140 — — PROPOSED DRIVEWAY
A29 0 20 40 60 80 Ft.
x (121.0) PROPOSED SPOT GRADE 0 5 10 20 Meter
PROPOSED LIMIT OF WORK
/ / / �p�,�\ �� 325' NON-DISCHARGE ZONE
/ I
N/F \ 6ti / / i —
OLD FARM
MAUREEN A. �, o LOT B `32' ! ° ROAD
DAHERPIN IN X60 �o/\a \/ •° / I
42,720 S.F. �\?� t/ G�' coNc. ^ A28
2
MM• �� FRENCH FARAD
M ROAD
SITE
� o �
`° / tidy `CQ,, `cam�/�• /;Mj�f \ ,11, REA'S
R-1 ZONING DISTRICT POND
6" PVC A27 ZONING ANALYSIS PO
\ \ I L=20' ITEM REQUIRED PROVIDED GREAT ROAD
\ S=0.0200
LOT AREA 87,120 S.F. 42,720 S.F. LAKE
�A26 COCHICHEWICK
FRONTAGE 175 FT. 306.30 FT.
c�°` CLEANOUT \ FRONT SETBACK 30 FT. 192 FT. 0 P�
Q oQ v � TO GRADE , _ SIDE SETBACK 30 FT. 31 FT.
0 "� ° — RIM=138.3 — \ LOCUS P LAN
(`) INV =132.20 REAR SETBACK 30 FT. 85 FT. ,
\ O" e / BENCH MARK SCALE: 1 = 800
RR SPIKE IN U.P.#3849 A25 C.B.A. 65,340 S.F. 42,720 S.F.
\ o Q ELEV.=139.13 Fac \
ori-, \ � **Revised June 3, 2013: culvert, wetland flag #15 & #30, driveway
\ REMOVE EXISTING ', �� \ \.B./D.H.(FND.)
SHED AND WALK N/F �gtios \oA24 cross—section, add swale stone & check dams
o \ °% .° ° \ TOWN OF NORTH ANDOVER
Uj
' \ s
\ X �� CLEANOUT
W i TO GRADE ps,,
\ I RIM=138.0 \ \ F PROPOSED DRIVEWAY
\ , ; INV =131.10 6�,o °tip °°°° 01
LC \ A23 `
I 11
/ L_Z � °° REAS POND
��. ABANDONED / �, / ° \� all.
WELL PROPOSED —
__ ------------------- i j z \ \ 72) CRUSHED STONE
!yCD \ ��� di L
DWELLING N r \ i� ' '
EXISTING o \ c� A22
� ,� A16 � d 0
— A14
\ ��
I #1665 Z \ \ l ° A21 ,II `'1 all, ill,
I� \ z A� \ ° °°\otic �\ �� all, �� A—
o / \ / \ •. k C.B.(FND.) PROPOSED
'36 PEASTONE CHECK � 1
��'
�_---1---- �� -------------� _ e �/ ) , ° o°•. k\ DAM 40 FT O.C. ��FF' L 'L ,i,,
0 \ N \ , A17
I "Q/c / �^�' l \ \ °tip\,\ �p0 �20 ,Ati
o N OA A19
A18 /
F CLEANOUT �o
, / / / \ Fiy TO GRADE
RIM=121.15
U6
N F — — / SO ° .I �\ INV =115.10
/ 122— \ PROPOSED
TECHNICAL TRAINING 30_ — _ \ — — , — J/ / \ 87 ° \t \ CRUSHED STONE
FOUNDATION TRUST — — \ `/ / \ ° \ \ 2 WIDE X 10 DEEP NOTE:
1 \ \ PROPOSED THE WETLAND BOUNDARY DEPICTED
OD � ' 12,9— — — — — — — — e °°•.\ \ PEASTONE CHECK ON THIS PLAN WAS FLAGGED BY
r °S 8" DI CULVERT \\� DAM 20 FT O.C. GREG HOCHMUTH ON DECEMBER 8 2012.
0 // \ 6„ PVC
21.0 �`'OJ°° °PROP- ° SWALE° -
- — \_ \ L=36 X120) k
U-1 « i /� — - - - S=0.0689 0 .o..
U_
'_ — ti� R=1 030.01
C13 _ - - - - - - - - L=306.30 ---
PIN(SET) FENCE HYDRANT INV.=119.85
o
\ 121. 120.75) BENCH MARK \ PIN(SET)
0) A5
3 — J/ RAIL INV.=120.05 N NAIL IN U.P.#27
3 3045/26 GUA,Rp \ ; L D_ ELEV.=120.62 � i1
3 EDGE OF PAVEMENT A4 111,2' 12' DRIVEWAY 1' 2' - _ _ — — — 121.0) � � A6
s —
S s r
_ s EXIST. 8" SEWER S=0.010—► � s s
s 5-0.014 EXIST. MH s N
2°!, s EXIST. 8" SEWER RIM=121.07 EXIST. 8" INV=112.28 ` Z EXIST. SMH ��-
s 6" INV=112.62 118.34 � `I 11
3 6" WIDE X 3" HIGH s EXIST. SMH INV.=112.61L , LO INV.=110.74 A A3
—I1 WASHED PEASTONE RIM=120.51 W W
1" BIT. CONC. a, INV.=114W EXIST. WATER \ .II
.27 a�
— 1zo' /120 -EDGE OF PAVEMENT W `
TOP COURSE w
O � � M� � � Q P`\ illi
1 1/2- BIT. CONC. w � � � — � i
BINDER COURSE 8" GRAVEL j- GRE AT POND z ROAD BENCH MARK /
1"� WASHED o PRICK PUNCH IN
GUARD RAIL POST
CRUSHED STONE EDGE OF WETLANDS
ELEV.=120.23
&A1
DRIVEWAY
DRIVEWAY CROSS SECTION113113 B2 B3 B4 B5 - -
— BA all, , ,II, all, L NOT TO SCALE BC , ,� ,,II, _1L B6 —
`!'' EDGE OF WATER —
LAKE COC
HICHEWICK B7 .
_A
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