HomeMy WebLinkAbout05-21-26 REVISED Site Plan_Bridle Path - Plans - 200 BRIDLE PATH 5/21/2026 GENERAL NOTES:
1. WETLAND BOUNDARY WAS DELINEATED BY NORSE ENVIRONMENTAL SERVICES, INC. ON MARCH
Plant Legend PROPOSED ENCLOSED EGRESS STAIRCASE _ 31 2025, AND LOCATED BY INSTRUMENT SURVEY PERFORMED BY ANDOVER CONSULTANTS,
ELEVATED OFF GROUND SUPPORTED BY
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HELICAL PILES (SEE CROSS SECTION B—B)
INC.
' N/F MARTIN SMOLAK
SWEET PEPPERBUSH (CLETHRA ALNIFOLIA) l F D. 65 91
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ASSESSOR ID 104.C-14 D.H. 2. ZONING INFORMATION: THE SUBJECT PARCEL IS LOCATED IN THE RESIDENTIAL R1 ZONING
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PROPOSED SECOND STORY PORCH � 6 DISTRICT AND IS WITHIN THE LAKE COCHICHEWICK WATERSHED OVERLAY DISTRICT.
HIGHBUSH BLUEBERRY (VACCINIUM CORYMBOSUM) ELEVATED OFF GROUND,
SUPPORTED BY HELICAL PILES 3. UNDERGROUND UTILITIES: THE LOCATIONS OF EXISTING UNDERGROUND PIPES, CONDUITS, AND
(SEE CROSS SECTION A—A) OTHER FEATURES ARE BASED ON AVAILABLE RECORDS AND ARE NOT GUARANTEED TO BE
AREA TO BE SEEDED WITH WETLAND SEED MIX = ;�A::: ACCURATE OR COMPLETE. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR:
e _ 3.1. PRE—MARKING THE SITE,
3.2. CONTACTING DIG SAFE IN ACCORDANCE WITH APPLICABLE LAWS AND TIMELINES,
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. ANY EXCAVATION.
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WETLAND ENHANCEMENT PLANTINGS AND WETLAND = -
4. CONSTRUCTION ACCESS: DUE TO LOT SIZE AND CONSTRAINTS, ALL CONSTRUCTION ACCESS
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SEEDMIX. MITIGATION TO EXTEND 10 BEYOND EDGE OF H_ ... •. � SHALL BE LIMITED TO E EXISTING DRIVEWAY OR AS SHOWN ON PLAN.
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WETLAND BOUNDARY AS SHOWN TYP =
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5. MATERIAL REMOVAL: GIVEN THE LIMITED LOT SIZE, ALL EXCESS MATERIAL GENERATED FROM
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SITE WORK SHALL BE TRUCKED OFF—SITE.
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_ REPLACE PATIO AND DECK IN PLACE.
EXIST PROPANE TANK = ° �� _
N/F TOWN OF NORTH ANDOVER Y s
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ASSESSOR ID 104.C-78 7AO _£ _-__= DIMENSIONS TO CH EXISTING 6. REFER TO PLANTING MITIGATION PLAN PREPARED BY NORSE ENVIRONMENTAL SERVICES FOR
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BUFFER PLANTINGS
1" X 1" WOODEN STAKE PLACED 8' O.C. •
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_= _ _RELOCATE EXIS
� CONVERT THREE SEASON PORCH;
y= AC UNITS WATTLE 7. TEST PITS SHALL BE CONDUCTED IN LOCATION OF PROPOSED DRYWELL AND RECHARGE
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_ TO OUR SEASON PORCH
BLOW /PLACED FILTER MEDIA
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N TRENCH TO CONFIRM ESTIMATED SEASONAL HIGH GROUNDWATER AND SOIL TYPE.
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EROSION AND g s -
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SEDIMENTATION _
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WORK AREA `
`�:;.,:�.�:;��:..�:�` ARE TO E PROTECT D
CONTROL BARRIER EROSION CONTROL GENERAL NOTES:
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� L 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES
PRECAST CONCRETE u _
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AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL
PIN FND 1000 GALLON JUMBO _ __ _______ _ ____ _ ____ ,
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RECHARGE CHAMBER
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STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
DOWNSPOUT WITH
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OVERFLOW
2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES, AND REMOVE SEDIMENT
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9 WATTLE
13A -- � � � t= _-�_ � � � Q �� � .. .. THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF
12A 11A PROP DRIVEWAY PROP 13'X25'
SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND r-1
WIDENING ADDITION
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_ __ .....:.....::..:.•:.:•.. PROTECTED AREAS.
LIMIT OF WORK AREA TO BE PROTECTED
z it. 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL
PROP CRUSHED
NOT AFFECT=F
_ N/F cLY—KwY NOMINEE REALTY TRUST
REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND,
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STONE RECHARGE -
WATER FLOW
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TRENCH - _ - OR DIRECT DEPOSIT.
ASSESSOR ID 104.C-80
WOODEN STAKE PLACED 8' O.C.
o WORK AREA
STABILIZED
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR
CD o CONSTRUCTION A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.
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ENTRANCE
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STOCKPILE AREA TO BE PROTECTED CTED 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, CONTRACTOR
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BY EROSION AND SEDIMENTATION SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM
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CONTROL BARRIER. EMS.
CONSTRUCTION
STRAW WATTLE DETAIL ENTIRE DRAINAGE AND SEWER SYST
ACCESS -
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3 6. ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UPON COMPLETION OF WORK.
NOT TO SCALE
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= SITE 30'
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EXIST CATCH BASINS S / H(FND.) 10 —6
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100 WETLAND BUFFER ZONE AND �.•.,, :: • �,
20 DIA. INSPECTION COVER �, ,:..Y ..d<o=, I•-%.-- -
100 NON—DISTURBANCE BUFFER ZONE
OWNER:
Plan View
RYAN & ALYSSA HEFFERNON 00
200 BRIDLE PATH J L'
NORTH ANDOVER, MA 01845
SITE 30'
MIN. EXISTING
DEED REFERENCE: �1 r- 4"(MIN. PAVEMENT
BOOK 15673-202 o•. mo:° • a p o
3' S'
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-/ \ /� \ FILTER MOUNTABLE BERM
ASSESSOR REFERENCE: \
FABRIC
TOP VIEW 1" CRUSHED STONE
ID 104.C—0079 REMOVE COVER AT
ACCESS OPENINGS Cross—section
2—" DIA INSPECTION COVER NON—WOVEN GEOTEXTILE
FRAME & COVER TO TOP & SIDES
GRADE (SEE PLAN) NOTES:
ROOF TR�JCTU'RE--•-.� ROOF TR.ICTU'R ----..
__ _
�-_ O = TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS—OF—WAY. THIS MAY
=3 0 � � REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS—OF—WAY
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. PERMITTED.MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERIODIC
= a4 a 4" OP -OY INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED.
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_ O O O O 2. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH
2'_10» � �t O O O O
MATERIALS BEING INSTALLED.
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2, 2"
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SCREENING tc I0— o O O O a= STABILIZED CONSTRUCTION ENTRANCE
EXTERIOR WALL BOTTOM ELEVATION = _
NOT TO SCALE
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RAILING DRAINAGE HOLES 4..To SIDE °VIEwAPER 5 / /REVISIONS PER CONSERVATION COMMISSION 5 21 2026
PORCH STAIRWELL �,
DOUBLE WASHED 1 —10 WAIVER REQUEST
FINISH 2ND 00000
EXTERIOR WALL-
FINISH 2ND FLOOR CRUSHED STONE 4 ADD WETLAND ENHANCEMENT PLANTINGS 5/ /8 2026
SHEA PRE3 ADD WETLAND ENHANCEMENT PLANTINGS 4/17/2026
0.0 GALLONFLOOR STRUCTURE 02 REVISIONS PER CONSERVATION COMMISSION 4/9/2026
—— NOT TO SCALE COMMENTS
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EXISTING EXTERIOR WALL MUDR00M 1 REVISIONS PER PEER REVIEW COMMENTS 3/3/2026
STRUCTURAL POST--.,. LAUNDRY FINISH GRADE Revision No. Revision Description Date
OPEN AREA GARAGE FINISH ' SO FLOOR GARAGE FII�+ISH 1ST FLOOR
BELOW _ � OPEN BELOW � � O O
O 0000o PROPOSED SITE PLAN
0 0 0
HELICAL PILE EXISTING FOUNDATION FLOOR STRUCTURE 0 200 BRIDLE PATH
O O O O
FOUNDATION N o 0 o DRIVEWAY
STRUCTURAL POST
FINISH GARAGE FLOOR FINISH GARAGE FLOOR OQ O O
GRAVEL BASENORTH ANDOVER, MASS
EXISTING FOUNDATION o 0 0
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PREPARED FOR: RYAN & ALYSSA HEFFERNON
3/4�, TO 1-1/2„
HELICAL PILE
FOUNDATION CRUSHED STONE
DATE: FEBRUARY 11 2026
2' SCALE:1"= 20'
OF
DENNIS A.
EP
GRIECCI
EXISTING FINISH GRADE EXISTING FINISH GRADE CRUSHED STONEandover 0 CIVIL
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No.49818
consultants RECHARGE TRENCH .
NOT TO SCALE inc. 011c, /STE
C�I�IAL �
CROSS SECTION A -A CROSS SECTION O - B NOTES:
1. RECHARGE TRENCH SHALL BE INSPECTED AT LEAST ANNUALLY AND AFTER MAJOR STORM EVENTS, 1 East River Place _
TYPICALLY AS PART OF ROUTINE RESIDENTIAL YARD MAINTENANCE.. ACCUMULATED SEDIMENT AND ¢'
DEBRIS LEAVES, LITTER, ETC SHALL BE REMOVED TO ENSURE THAT RUNOFF IS ABLE TO ENTER Methuen, Mass. 01844
( ) Reg. Engineer
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TRENCH UNIMPEDED AND REPAIR OR REPLACE STONE AS NECESSARY. Telephone: J J
0 20 40 60 80 Ft.
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