HomeMy WebLinkAboutPlanning Board Meeting Presentation - 200 Bridle Path N/F MARTIN SMOLAK D.H.(F D.)
ASSESSOR ID 104.C-14
1A
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-
5A CONVERT THR SEASON PORCH
TO FOUR SEASON PORCH
- `6A SED ENCLO
EGRESS STAI t \
i
REPLACE PATIO AND DECK IN PLACE. �
N/F TOWN OF NORTH ANDOVER ,-_, - P ED SECOND _ f- - DIMENSIONS TO MATCH EXISTING
ASSESSOR ID 104.C-78 4 i RY PORCH ,� /
i I GENERAL NOTES:
OCATE EXIST // I 1. WETLAND BOUNDARY WAS DELINEATED BY NORSE ENVIRONMENTAL SERVICES,INC.ON MARCH 3,2025,
_ ac UNITS AND LOCATED BY INSTRUMENT SURVEY PERFORMED BY ANDOVER CONSULTANTS,INC_j
$ _EROSION AND -
SEDIMENTATION FLO°`� - e 2. ZONING INFORMATION:THE SUBJECT PARCEL IS LOCATED IN THE RESIDENTIAL R1 ZONING DISTRICT AND
CONTROL BARRIER= _ ,,,
PROP 13'X25' _ o_,, _- IS WITHIN THE LAKE COCHICHEWICK WATERSHED OVERLAY DISTRICT.
- €
ADDITION m �f
9A -_
\ �� � ,' ,�,l 3. UNDERGROUND UTILITIES:THE LOCATIONS OF EXISTING UNDERGROUND PIPES,CONDUITS,AND OTHER
PIN(FND.) ,w _ ,;� _; LIMIT of WORK(t FEATURES ARE BASED ON AVAILABLE RECORDS AND ARE NOT GUARANTEED TO BE ACCURATE OR
13A ,¢ a�`� - ` COMPLETE.THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR:
zA A - I -PRE-MARKING THE SITE,
< o.
a ` / -CONTACTING DIG SAFE IN ACCORDANCE WITH APPLICABLE LAWS AND TIMELINES,
PROP DRIVEWAY / -VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR
` 'WDENING TO ANY EXCAVATION.
\` PROP CRUSHED ` N/F CLY-KWY NOMINEE REALTY TRUST
46,361 S.F / ASSESSOR ID 104.C-80 4. CONSTRUCTION ACCESS:DUE TO LOT SIZE AND CONSTRAINTS,ALL CONSTRUCTION ACCESS SHALL BE
STONE RECHARGE � - �
TRENCH LIMITED TO THE EXISTING DRIVEWAY.
5. MATERIAL REMOVAL:GIVEN THE LIMITED LOT SIZE,ALL EXCESS MATERIAL GENERATED FROM SITE WORK
SHALL BE TRUCKED OFF-SITE.
\ STABILIZED o
STOCKPILE AREA-TO BE PROTECTED
'< o CONSTRUCTION BY EROSION AND SEDIMENTATION
-• ACCESS CONTROL BARRIER.
F
CONSTRUCTION
ACCESS -
/ EROSION CONTROL GENERAL NOTES:
/ SB/D FIND.) 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND
- ---__ PIN(FND.) SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL,STATE,AND
- - -- -
LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
100'WETLAND BUFFER ZONE AND / PATH
�� 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT THEREFROM ON A
100'NON-DISTURBANCE BUFFER ZONE--,,,,,,
H WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF SEDIMENTS IN AN UPLAND AREA
/ SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.
- 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT
REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER,WIND,OR DIRECT DEPOSIT.
4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM
OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT EROSION.
5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,CONTRACTOR SHALL REMOVE
AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER
SITE 30' SYSTEMS.
MIN.
6. ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UPON COMPLETION OF WORK.
Z'Za 'o °8'•,a,'b,d.�a.Ao-:o "a. \NO
A oPq'c•�z a ooAa o?.a°.°p qoa EX\AMEN
1"X 1"WOODEN STAKE PLACED 8'O.C.
BLOWN/PLACED FILTER MEDIA WATTLE Plan View
FINISH GRADE WORK AREA 1;,; *RETO E PROTECT D
dII SITE MIN EXISTING 1 REVISIONS PER PEER REVIEW COMMENTS 3/3/2026
y ( PAVEMENT12 MIN. 4 MIN.
o a e oo e so Revision No.1 Revision Description Date
oUoU SECTION FILTER MOUNTABLE BERM
DRIVEWAY FAB C PROPOSED SITE PLAN
CV o��� RI
® 9"WATTLE 1"CRUSHED STONE
v o GRAVEL BASE 200 BRIDLE PATH
0 0 o Cross-section
AREA To BE PROTECTED OWNER:
3/4"TO 1_1/2„ NORTH ANDOVER,MASS
CRUSHED STONE NOTES: RYAN&ALYSSA HEFFERNON
THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT 200 BRIDLE PATH PREPARED FOR:RYAN&ALYSSA HEFFERNON
2� WATER FLOW 1. TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY NORTH ANDOVER,MA 01845 DATE:FEBRUARY 11,2026
WOODEN STAKE PLACED 8'O.C. REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR OR CLEANDUT OF ANY MEASURES USED To TRAP SEDIMENT. ALL DEED REFERENCE: SCALE:1"= 20'
WORK AREA
SEDIMENT SPILLED,DROPPED,WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
CRUSHED STONE MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC sq
INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED. BOOK 15673-202 DENN4S A.
RECHARGE TRENCHRI
2.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH CIVIL
NOT TO SCALE PI AN MATERIALS BEING INSTALLED. ASSESSOR REFERENCE: an over} W.
NOTES: consul ID 104.C-0079 tants �3978
STRAW WATTLE DETAIL
1.RECHARGE TRENCH SHALL BE INSPECTED AT LEAST ANNUALLY AND AFTER MAJOR STORM EVENTS, inc.
TYPICALLY AS PART OF ROUTINE RESIDENTIAL YARD MAINTENANCE.. ACCUMULATED SEDIMENT AND NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE
DEBRIS(LEAVES,LITTER,ETC)SHALL BE REMOVED TO ENSURE THAT RUNOFF IS ABLE TO ENTER NOT TO SCALE 1 East River Place
TRENCH UNIMPEDED AND REPAIR OR REPLACE STONE AS NECESSARY.
Methuen,Mass. 01844
Telep hone:978-687-3828 Reg.Prof.Engineer
0 20 40 60 80 Ft.
PA25\25-05\dwg\Site Plan_Bridle Path.dwg
Town of North Andover, MA February 25, 2026
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Owner KIMBERLEE E.CHATSON 2001 REVOCABLE
TRUST this resource.
MAP FOR REFERENCE ONLY
NOT A LEGAL DOCUMENT
Town of North Andover,MA makes no claims and no
warranties,expressed or implied,concerning the validity or
accuracy of the GIS data presented on this map.
Geometry updated 06/09/2025
Data updated on a daily basis
Town of North Andover, MA February 25, 2026
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Property Information i Print map scale s approximate.
Property 104.C-0088-0000.0
ID Critical layout or measurement
Location 127 BRIDLE PATH activities should not be done using
Owner KIMBERLEE E.CHATSON 2001 REVOCABLE
TRUST this resource.
MAP FOR REFERENCE ONLY
NOT A LEGAL DOCUMENT
Town of North Andover,MA makes no claims and no
warranties,expressed or implied,concerning the validity or
accuracy of the GIS data presented on this map.
Geometry updated 06/09/2025
Data updated on a daily basis
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