HomeMy WebLinkAbout20170711 Plans - Plans - 175 SALEM STREET 2/13/2017 NOTES: 36" of 1 1/2" Washed
1. 7HE TOPOGRAPHY, S17E DETAIL &SURFACE IMPROVEMENTS DEPICTED 1' TAPER Crushed Stone to be
�FlL1ER FABRIC
HEREON WERE OBTAINED FROM A PARTIAL FIELD SURVEY CONDUCTED ON placed on each side
JANUARY 7, 2017 BY SULLIVAN ENGINEERING GROUP LLC. _ __ __ ___________
2. THE LOCA77ON OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE o 717 " 4 *IOP:C6:.H'- ) o
AND ARE BASED UPON A PAR77AL FIELD SURVEY AND COMPILATION OF I
PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY NOR ( o� 4>0 DIA INLET
GUARANTEE THE LOCA77ON OF ALL U77LI77ES DEPICTED OR NOT DEPICTED. o ELEV=702.0'
THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CONSTRUCTION, SHALL l a oo O O O O O O O O o0 0 l
VER/FY THE LOCA77ON OF ALL U77U77ES AND CONTACT DIG SAFE AT I o
1-888-344-7233. ~ N I oa o n 0 O O 00 12'-0T'
J. 7H/S PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMEN7S I o o QO QO QO OO o o I
WHICH MAY EXIST. A REASONABLE AND DILIGENT ATTEMPT HAS BEEN MADE i o oc OO O O °S H EAoQ
TO OBSERVE ANY APPARENT, VISIBLE USES OF THE LAND, HOWEVER, THIS o 0
DOES NOT CONS77TUT7 A GUARAN7EE THAT NO SUCH EASEMENTS EXIST. o a" .o^ ELEV=700.0'
4. THE ELEVA77ONS DEPICTED HEREON WERE BASED UPON AN ASSUMED DATUM. 12'OF COMPACTED 1 1/2'CRUSHED STONE
5. 7HE LOCUS PROPERTY IS NOT LOCATED W77HIN A FLOOD ZONE AS DEPICTED ON 7HE I IEI EV=99.0'
LATEST FLOOD INSURANCE RA 7E MAP. 3' DRAINAGE HOLES 4' TO 2 I/2' DIA TAPER
SECTION VIEW WEIGHT 2' MIN.
WATERSHED SPECIAL PERMIT A7 ITEM NO. DW-JDW STANDARD 5 650
TOWN OF NORTH ANDOVER
PLANNING BOARD tl�� SEASONAL HIGH GROUNDWATER ELEVATION = 97.0't
DRAINAGE NOTES:
N 1i9• 1) 1 1/2"CRUSHED STONE TO BE PLACED ON
i•�j I A �6+�i9\ ALL SIDES OF THE DRYWELL
2) FILTER FABRIC TO WRAP THE TOP AND SIDEWALL AREAS OF THE
• \ `9�+;,'�� FACILITY(DRYWELL AND CRUSHED STONE AREA).
` / 3) MINIMUM 2 FOOT VER77CAL SEPARA77ON BETWEEN BOTTOM
OF DRYWELL AND GROUNDWATER TABLE(IF ENCOUNTERED)
\ 4) THE HORIZON A, &HORIZON B LAYER SHALL BE
EXCAVATED AND REMOVED FROM THE EN77RE DRAINAGE FACILITY
m \ \ AREA LIMITS AND REPLACED WITH CLEAN SEPTIC SAND.
N \ A6
z 5) ACCESS MANHOLE SHALL BE PLACED WITHIN 12'OF FINISH GRADE.
m 1 1000 GALLON
\. DRY WELL
A5 1�_ \ JUMBO (H-10)
DATE: OGo. N.T.S.
SOILS INFORMATION. 2N�P`x i LOT AREA
A4 v
x,\43,560 S.F.t \ ti LEGEND:
TEST PIT WAS PERFORMED BY
ON 1118117 o�2F \ ti � _ A3 \
JOHN D. SULLIVAN Ill, P.E.,C.S.E. �' I '---
\ EDP EDGE OF PAVEMENT
CONTOUR
\ - - X.
TEST PIT.- 7N-1 I � \� \� ��� -
E
ELEV.=104.0't I �5
0'-7' HOR. A FSL 10 YR 3/3
7'-22" HOR Bw FSL 10 )R 6/8 ° 7 EX. SPOT GRADE
22'-98" C-LAYER FSL 25 Y514 \ 2\• \ `- \
MOTTLES ®NONE > > REMAINS c Al BIT. BITUMINOUS
WA 1 ER WEEPING ®NONE 00•y 00 l OF_OLD ------
0'i:o�h l i FDUNDATION- \,\ ' _ iv Yw� EX. 7REELINE
L OT INFORMA TION: q za` ( l/;' \ �� `\�`�_\ \� \-__-\ \ \ WETLAND RESOURCE AREA
THIS LOT WAS CREATED PRIOR TO
OCTOBER 24, 1994. (12/28/1984) NF l// \ \\-\ ` \ --- •SD 1A WETLAND FLAG NUMBER
WATERSHED INFORMATION. PROF'STAKE l \ �! FFE FIRST FLOOR EL EVA77ON
SILT FENCE
THE ENTIRE LOT IS LOCATED WITHIN SEWER MANHOLE
THE NON-DISCHARGE ZONE.
PROP. 1,000 GALLON /r \ eo, Entire_Roo PROP.
Area -_�\ -G - GAS MAIN
�` of-Rrop:Goroje_
CONIC.-DRYWELL W Exlsnrlc \ `.2 -s- SEWER MAIN
\ -Ro_of to-be�iped N cv
36" OF CRUSHED STONE iREEUNF��� ,to D e1L \ - N •A-\SURROUNDING (SEE DETAIL) 43 _ \ 00 ni `� -W- WATER MAIN
(105) PROP. SPOT GRADE
IMPERVIOUS AREA INCREASEIMITIGATION. 24.0- r--- -�_� \ --��• `,I �� Cq
RD PROP. ROOF DRAIN
PROP. DETACHED GARAGE: 576 S.F. C a °\ \ \ \ (4"HDPE s=1Z MIN.)
PROP. DRIVEWAY EXPANSION: 250 S.F.
TOTAL: 826 S.F. C'.
ROOF
\J \ \ \ \
ROOF AREA TO BE RECHARGED
\ \ \ \
PROP. GARAGE: 576 S.F. / 24.1 /� E)aS77Nc \ \
Entire Roof Area iiiiiiiii BIT CONC \ \ \
EX. 1 STORY ROOF AREA: 252 S.F. -
of Ex. 1 Story DRIVEWAY ZONING INFORMA TION:
TOTAL 828 S.F. Roof to be piped 1c'� , 1 S7Y \BAR 80.9, ' \\ EXISTING``
to Dr ell i SLAB> TREELINE - ZONING DISTRICT: R3*
� Yw to `700.19 �
lI �9-s _ * W11N WATERSHED DISTRICT
r EXISTING_ 2 STY WOOD °�,5 o MIN. BLDG. SETBACKS:
o0i / S7T RE i' `` FRONT: 30 FEET
' SIDE : 20 FEET
FFE=109.13 EXISTING \ REAR 30 FEET
STONE
RET WALLf° mom s� ASSESSOR REFERENCE.-
TAX MAP 37D LOT 18 / i ASSESSOR MAP 37D PARCEL 19
NIF RIDGEWOOD CEMETERY ASSOC.
po SALEM STREET ExisnNc @mf s \F OWNERIAPPLICANT
/ DECK PETER & ARLENE DEVLIN
y 7 STY \ 1-10
, 175 SALEM STREET
' NORTH ANDOVER, MA 01845
O \
m� DEED REFERENCE.-
M OF / V I ' o ,yam 9 - \OOK. 4520 PAGE. 151
rPmk
RNOCMc ti.2tc MIN. BUILDING SETBACK LINE(TYP) \
°�0 3I \ F9s
o x•m TAX MAP 37D LOT 40 F�
m. N/F ELLEN FlORINO to \
o W //163 SALEM STREET
U°I _
S66'20'14"E
I 166.32' 80.62' -� 27.38' -�
v v Fenceline v v
-G - 175 SALEM STREET
G-'""- 5
PLOT PLAN OF LAM
S- NOF LOCATED 1N
SALEM (1962 LAYOUT. PUBLIC - VAR.) STREET )RTH ANDOVER, MASSACHUSETTS
(ESSEX COUNTY - NORTHERN DISTRICT)
CML
—/. — . — No.41586 y
PREPARED FOR
DEED RESTRICTIONS: BENCHMARK CHART- NAL
°gss PETER & ARLENINE DEVL
/O
THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY BM # DESCRIPTION ELEV. "- 20' DATE: FEB. 13, 2017
SHALL BE ORGANIC OR SLOW-RELEASE NITROGEN, PHOSPHORUS PREPARED BY
FREE PRODUCT. 0 SPIKE SET 100.00 * SULLIVAN ENGINEERING GROUP, LLC
NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED.
P.O. BOX 2004
THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED. * ASSUMED DATUM TrOBURA; MA 01888
SCALE:1 =20' (781) 854-8644
THESE STATEMENTS SHALL APPEAR AS A DEED FEET 20 0 10 20 40
RESTRICTION TO RUN WITH THE TITLE. SHEET No. 1 OF 1