HomeMy WebLinkAbout2026/02/11 - Proposed Site Plan - 200 Bridle Path :1�:,�
N/F MARTIN SMOLAK D.H.(F D.) 71
ASSESSOR ID 104.C-14
1A
2A
m'
4A� 0- i
i
5A - - CONVERT THREE SEASON PORCH
FOUR SEASON PORCH
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BA
PROPOSED ENCLOSED''
EGRESS STAIRCASE -
� � - - REPLACE PATIO AND DECK IN PLACE. \
N/F TOWN OF NORTH ANDOVER 7A _- PROPOSED SECOND DIMENSIONS TO MATCH EXISTING \
"y ,`�-ASSESSOR ID 104.C-78 STORY PORCH/�` � �
Ex S
�AIZIER
RELOCATE EXISTAC UNITS
OIONAND �SEDIMENTATION
-C CONTROL BARRIER
9A _ /
10A
3A
12A
PROP 13'X25' �_
ADDITION /
Lo
46,361 S.F PROP DRIVEWAY ; / N/F CLY-KWY NOMINEE REALTY TRUST
WIDENING '� %f #1 / ASSESSOR ID 104.C-80
PROP CRUSHED
STONE RECHARGE
^Rip _TRENCH _
STOCKPILE AREA-
CONSTRUCTION
ACCESS
/ SB/D FND.)
�'PIN(FND-)
100'WETLAND BUFFER ZONE AND
100'NON-DISTURBANCE BUFFER ZONE/ PAT H
1"X 1"WOODEN STAKE PLACED 8'O.C.
BLOWN/PLACED FILTER MEDIA WATTLE
WORK AREA i'.„" ARE TO E PROTECT D
;,/��12"MIN. 111,' 111, NOTES:
FINISH GRADE _�,/
1. WETLAND BOUNDARY WAS DELINEATED BY NORSE ENVIRONMENTAL SERVICES,INC.ON MARCH 3, OWNER:
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SECTION 2025,AND LOCATED BY INSTRUMENT SURVEY PERFORMED BY ANDOVER CONSULTANTS,INC.
RYAN&ALYSSA HEFFERNON
2. ZONING INFORMATION:THE SUBJECT PARCEL IS LOCATED IN THE RESIDENTIAL R1 ZONING DISTRICT 20D BRIDLE PATH
9"WATTLE AND IS WITHIN THE LAKE COCHICHEWICK WATERSHED OVERLAY DISTRICT. NORTH ANDOVER,MA 01845 PROPOSED SITE PLAN
cV Oo o O DRIVEWAY 3. UNDERGROUND UTILITIES:THE LOCATIONS OF EXISTING UNDERGROUND PIPES,CONDUITS,AND OTHER DEED REFERENCE:
cU AREA TO BE PROTECTED FEATURES ARE BASED ON AVAILABLE RECORDS AND ARE NOT GUARANTEED TO BE ACCURATE OR 200 BRIDLE PATH
GRAVEL BASE COMPLETE.THE SITE SHALL BE RESPONSIBLE FOR: BOOK 15673-202
PRE-MARKING THE SITE NORTH ANDOVER,MASS
3/4 TO 1-1/2 WATER FLOW -CONTACTING DIG SAFE IN ACCORDANCE WITH APPLICABLE LAWS AND TIMELINES, ASSESSOR REFERENCE:
CRUSHED STONE -VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR PREPARED FOR:RYAN&ALYSSA HEFFERNON
WOODEN STAKE PLACED 8'O.C. TO ANY EXCAVATION. ID 104.C-0079
2. DATE:FEBRUARY 11,2026
WORK AREA 4. CONSTRUCTION ACCESS:DUE TO LOT SIZE AND CONSTRAINTS,ALL CONSTRUCTION ACCESS SHALL SCALE:1"= 20'
BE LIMITED TO THE EXISTING DRIVEWAY. PyIµOFA4,4S Os
CRUSHED STONE PLAN 5. MATERIAL REMOVAL:GIVEN THE LIMITED LOT SIZE,ALL EXCESS MATERIAL GENERATED FROM SITE � DGRIECGIrNNIq A m
RECHARGE TRENCH STRAW WATTLE DETAIL WORK SHALL BE TRUCKED OFF-SITE. andOVer Q oV3
NOT TO SCALE No 4918
NOT TO SCALE consultants 90 9Fc,sTe4`Eo�e
inc. FSS A^ALEP.0
1 East River Place
Methuen,Mass. 01844
Telephone:978-687-3828 Reg.Prof.Engineer
0 20 40 60 80 Ft.
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