HomeMy WebLinkAbout2012-11-20 Planning Board Supplemental Materials (50) LEGEND. SITE DISTURBANCE
THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
----248---- EX. CONTOUR BIT. CONC. DRIVEWAY: 3,480 S.F. AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY
19 DECIDUOUS TREE (> 6" DIA.) HOUSE: 1,824 S.F. NOR GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT
DEPICTED. THE CON TRA C TOR, PRIOR TO COMMENCEMENT OF CONS TRUC TION,
Q SEWER MANHOLE DECK: 128 S.F. SHALL VERIFY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE
WALKWAY: 108 S.F. AT 1-888-344-7233.
CB F1 CATCHBASIN LANDSCAPING: 7,490 S.F.
BIT BITUMINOUS TOTAL: 13,030 S.F. ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD
CONC. CONCRETE INFORMATION RECOVERED THROUGH RESEARCH WI THOU T
SURFACE DEMA RCA TION NOR SUBSURFACE VERI FI CA TION.
EOP EDGE OF PAVEMENT
BVW BORDERING VEGETATED WETLAND TEMPORARY BENCHMARK CHART-
A-11 C��, WETLAND FLAG NUMBER/LOCATION /
Tw TOP OF WALL � TBM # DESCRIPTION ELEV.
TOP OF WOODEN STAKE
BW BOTTOM OF WALL 10 IN GRASSED AREA 100.00'
(80)- PROP. CONTOUR 25A -
//�- - - - - - - �- - - -r 402.24'))
/ S80`37'50 W ((
24A / 289.92 / -■ -
- _ AMOCO, 1380 SILT - - HAYBALES
-68- STOP (OR EQUAL) -
112.32' 23A // __ STAKE
FLOW
SB/EP-
FND
111, 14000'
0 WOOD POST _ _
X70- - - - -� (BUTT TOGETHER)
22A-1 I /
F�4
m N J�J�� / WOOD STAKES PLAN VIEW
rrj
m 72, - - _ - 7.7 0.C.
D X `1� '�� JF�`�/`" // AMOCO, 1380 SILT 1"X 1"X 3' STAKES
z D N) ,�/Jc�J ' STOP (OR EQUAL), (2) PER BALE
3.5 WIDE
m 21A HAYBALES TO BE
ENTRENCHED MIN. 3"
C,, ---j -FLOW
O. '' O
cn 6"X 6" TRENCH o
_0 WITH BACKFILL .
I / IN PLACE o
20A ' S80°37'50"W
CROSS SECTION
rri 120.00' � /
• EROSION CONTROL BARRIER
� l I 30.0' 1
30.0 A 373' / (NOT TO SCALE)
i
19A LOT BI I1 0
GA720 SP.*
1 0
(73x0) PROP. �
ApEA
#09W7 24.0SOIL
'
8.0 STOCKPILE ?
Nrn AREA
dib C.BrA.-9226X I , o � -
3.5 12.0 I tom? oo - -Cn
\80 POt�
I S.o' � EP
PROP. 2 STORY GR
WOOD FRAME �41
`'
I ^N STRUCTURE o
I I o o_ TOF=81.0' o X82\
BSMT FL.=73.0'
2.8' � &0-
12.0' - - - - -
8.0 PROP. 2 CAR 4t w 28"M \ - 6 in (min.)
46.4' 1 GARAGE 1 N I
17A1 _ 0 PS v '06
\
rn2-3 in. coarse
J I 79.0' ° - Aggregate
°' GAR. FL= 3' HIGHoFENCE
24.0' 1 / o \
li, I Prop. Ret. 1 PW (79x0) /
Wall (Typ) 1 I 30. / Geotexti/e fabric to stabilize foundation
PROP. g6 EX. GARDEN AREA (especially important where wetness is anticipated) 0 {t•
17A 1 1 B 28
IT. CONC. 1 M O - - 1
\
♦, DRIVEWAY ��,•w
i 0
N ham.o8$� - \ TEMPORA R Y GRA VEL CONS TRUC TION
0 1
Z
, (78x7) ��� ' `_\ EN TRA NCE/EX/T PAD
C
, 1 PROP. 1" TYPE K / \\ \ (NOT r0 SCALE)
U) COPPER WATER 1 ,
1 SERVICE (PW) ; �^ / i \\ j /\ \\
\ / � NO TE:
1 �� ��� ✓ \\ \\ CONSTRUCT "TEMPORARY CONSTRUCTION ENTRANCE" AS SHOWN ON DETAIL PLAN
16A I I I PRIOR TO THE BEGINNING OF ANY CONSTRUCTION ACTI VI TIES. ALL CONSTRUCTION
GARDENING //\ \ VEHICLES SHALL EXIT THE SITE OVER THIS "TEMPORARY CONSTRUCTION ENTRANCE"
D I IPW /- �
� ✓ �
- (79x0) ^
� �_ J SHED ��\ // \ THE CONTRACTOR SHALL USE THIS AREA TO REMOVE SOIL FROM THE TIRES OF
CONSTRUCTION VEHICLES. "TEMPORARY CONSTRUCTION ENTRANCE" TO CONSIST OF
SIX TO TWEL VE INCHES OF TWO TO THREE INCH STONE.
I Z I I I r -11
z I TW=83.0
BW=79.5'
I
15A 20"I , I
' I III i NO TES:
II STONE RET. WALL 1. THE TOPOGRAPHY, SITE DETAIL & SURFACE IMPROVEMENTS DEPICTED
HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON
° I
0 OCTOBER 1, 2012 BY SULLIVAN ENGINEERING GROUP, LLC.
I'
14A ' r° II 2. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE
013A �,, 0 30" ` I 12" AND ARE BASED UPON A PARTIAL FIELD SURVEY AND COMPILATION OF
1 ` �Do = I PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR
1 ° ` GUARANTEE THE LOCATION OF ALL UTILITIES DEPICTED OR NOT DEPICTED.
FOOTPATH ` LOT A 126,152 SF.t THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL
0
M 12A ` �° CD
6� B�.t VER/FY THE LOCATION OF ALL UTILITIES AND CONTACT DIG SAFE AT
11A I o 1 888 344 7233.
N , C.B.A. - =X
J. THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS
J0 WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE
00 I I TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND; HOWEVER, THIS
TW=83.0 J_ , DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.
BW=80.0'
' (80) 4. THE ELEVATIONS DEPICTED HEREON WERE BASED UPON AN ASSUMED DATUM.
10A I ; PROP. 4" SDR / 5. THE LOCUS PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE AS DEPICTED ON THE
35 PVC SEWER rn LATEST FLOOD INSURANCE RATE MAP.
SERVICE (PS) I 1
' P MIN. S*2% , I I
I
I I II I II II II IEX. 1 STORY STRUCTURE
1i1 I I II II 1 II '0y05 #72
TW=83.0 N
BW=82.0'1
I
l , 0 TW'87.8' I
�;Pv BW=84.0' I I•
8A 24'
0p0 � CA 00 11 II
Z 0 0
— < �♦ 0 0 00 U 11
D ` ♦ 0
F rn X
F 7A \ \ O TW=85.0
D D ♦ P O BW=83.0'
M ` ♦ \ ° TW=90.0'
"
+ `♦ v \ BW= 86.2' 8
rn ♦ o
D 0 p ,Ii, 6A � ♦ � '
G7 D
0 -C7 co °
0
M m o � O Prop. Ret.
C0 0 r ` I o O Wall
W
M 000 N II
w a
m
z
rTi 5A I I I TW=88.0' I - - - H Of
B W=87.0' N OF p�`
o
I / 84 TW=86.5' I m c $
I BW 84.0'
I 3A �-A /I \ CIVIL . 13972
1 // I I' / , \ \ \ gs\ �f0.41586 0
I
12A I /I \_ SSS orua ��, �'�! t�No'�
/ / / I / / Provide Temp.
Construction \94,
Entrance
(See Detail) / \ \
�• 3 150.00' / �g?- �N85°49'09"E -
_ _ - - -
EOP PS EOP 393.9 T' �
Provide Fabric I
Insert at CB PW
PW / J
LOT B (ABUTTING 72 GREAT POND ROAD)
SITE DEVELOPMENT PLAN OF LAND
LOCATED IN
GREAT POND ROAD RECORD OWNER:
N. ANDOVER, MASSACHUSETTS
ASSESSOR'S MAP 96 PARCEL 4 (ESSEX CO LINTY)
TLD, LLC
115 CARTER FIELD ROAD
NORTH ANDOVER, MA 01845 PREPARED FOR
- DEED BOOK 13045, PAGE No. 176 TARA LEIGH DEVELOPMENT
GRAPHIC SCALE ZONING: SCALE: I "= 20 ' DATE: OCTOBER 22, 2012
20 0 10 20 ZONING DISTRICT: R2 PREPARED BY
MIN. LOT AREA: 43,560 S.F.
MIN. LOT FRONTAGE: 150 FEET
MIN. LOT WIDTH: 100 FEET SULLIVAN ENGINEERING GROUP, LLC
FE
( IN FEET MIN. CBA: 75%
1 inch = 20 ft. 22 MOUNT VERNON ROAD
BOXFORD, MA 01921
(978) 352-7871