HomeMy WebLinkAbout2026/05/21 - Site Plan - 200 Bridle Path GENERAL NOTES:
�v 1. WETLAND BOUNDARY WAS DELINEATED BY NORSE ENVIRONMENTAL SERVICES,INC.ON MARCH
Plant Legend PROPOSED ENCLOSED EGRESS STAIRCASE _ 3,2025,AND LOCATED BY INSTRUMENT SURVEY PERFORMED BY ANDOVER CONSULTANTS,
ELEVATED OFF GROUND,SUPPORTED BY - - — � INC.
¢7
HELICAL PILES(SEE CROSS SECTION B—B) —
7 SWEET PEPPERBUSH(CLETHRA AWIFOUA) N/F MARTIN SMOLAK
ASSESSOR ID 104.C-14 D.H.(F D.) 2. ZONING INFORMATION:THE SUBJECT PARCEL IS LOCATED IN THE RESIDENTIAL R1 ZONING
PROPOSED SECOND STORY PORCH 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
---- e---- -- ---- ---- ---- ---- (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 n ACCURATE OR COMPLETE.THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR:
�
3.1. PRE-MARKING THE SITE,qC , 3.2. CONTACTING DIG SAFE IN ACCORDANCE WITH APPLICABLE LAWS AND TIMELINES,
x zR 3.3. VERIFYING THE LOCATIONS OF ALL UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO
ANY EXCAVATION.
T --
WETLAND ENHANCEMENT PLANTINGS AND wt=TtAND �.. �-� F ��Sp 4. CONSTRUCTION ACCESS:DUE TO LOT SIZE AND CONSTRAINTS,ALL CONSTRUCTION ACCESS
SEEDMIX.MITIGATION TO EXTEND 10'BEYOND EDGE OF ,_.�. SHALL BE LIMITED TO THE EXISTING DRIVEWAY OR AS SHOWN ON PLAN.
'- WETLAND BOUNDARY AS SHOWN(TYP) v -
BA 5. MATERIAL REMOVAL:GIVEN THE LIMITED LOT SIZE,ALL EXCESS MATERIAL GENERATED FROM
SITE WORK SHALL BE TRUCKED OFF-SITE_
EXIST PROPANE TANK "' ` _ REPLACE PATIO AND DECK IN PLACE.
N/F TOWN OF NORTH ANDOVER , DIMENSIONS TO MATCH EXISTING
ASSESSOR ID 104-C-78 �A y� = 6. REFER TO PLANTING MITIGATION PLAN PREPARED BY NORSE ENVIRONMENTAL SERVICES FOR
Rp
/ 1"X 1"WOODEN STAKE PLACED 8'0-G BUFFER PLANTINGS.
-.. - RELOCATE EXIST — t`\\\�
' '" AC UNITS CONVERT THREE SEASON PORCH k_J
_ o TO FOUR SEASON PORCH BLOWN/PLACED FILTER MEDIA WATTLE 7. TEST PITS SHALL BE CONDUCTED IN LOCATION OF PROPOSED DRYWELL AND RECHARGE
/
46,361 S.F. TRENCH TO CONFIRM ESTIMATED SEASONAL HIGH GROUNDWATER AND SOIL TYPE.
EROSION ND
SEDIMENTATION ; L_, / L WORK AREA ARE TO E PROTECT D
CONTROL BARRIER R ON CONTROL GENERAL NOTES.
8A
= MIN. f E1 OSIPRIOR TO STARTING ANYOTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES
tivTT, AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED IN FEDERAL,
- �'-PIN(FND.) i1000PRECAST CONCRETE
1000 GALLON JUMBO �
RECHARGE CHAMBER STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.
9A �� DOWNSPOUT WTH - j SECTION
10A T OVERFLOW 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT
SE
,: _- _- _= '— ,� RD 9"WATTLE
13A - = / ® THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DISPOSE OF
12A A PROP DRIVEWAY , PROP 13'xzs' - I SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND
�— _ WIDENING ADDITION �_ _ f
— / LIMIT OF WORK AREA TO BE PROTECTED PROTECTED AREAS.
PROP 3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL
CRUSHED -----STONE RECHARGE N/F CLY-KWY NOMINEE REALTY TRUST
WATER FLOW NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER,WIND,
�- �
TRENCH / ASSESSOR ID 104.c-80 OR DIRECT DEPOSIT.
-- WOODEN STAKE PLACED 8'O.C.
sTAew'ED WORK AREA 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR
CONSTRUCTION - A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT EROSION.
`A'A ENTRANCE _ —
[�L STOCKPILE AREA-TO BE PROTECTED PI AKIL 5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,CONTRACTOR
BY EROSION AND SEDIMENTATION SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND DEBRIS FROM
CONTROL BARRIER- STRAW WATTLE DETAIL ENTIRE DRAINAGE AND SEWER SYSTEMS.
CONSTRUCTION
ACCESS 6. ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UPON COMPLETION OF WORK.
NOT TO SCALE
0
A SITE o MIN
EXIST CATCH BASINS SS/H(FND) \ - 10'6,
_ i
I.- !v�z,0..Q.4.;ryo EX MEN
100'WETLAND BUFFER ZONE AND �/ /�PATH
20"DIA.INSPECTION COVER �.e;ai°=o:ea:;•c,;9a;tr°:';,a,�'? ."P'a°
100'NON—DISTURBANCE BUFFER ZONE H I
OWNER:
/ - Plan View
bo
RYAN&ALYSSA HEFFERNON I I I
200 BRIDLE PATH
NORTH ANDOVER,MA 01845
- SITE 30'
DEED REFERENCE: MIN. PAIVEMEN
"(MIN- T
�-� r- 4 3'S7
BOOK 15673-202
FILTER oMOUNTABLE 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
ROOF STRUCTURE ROOF STRUCTURE GRADE(SEE PLAN) NOTES:
1"TAPER' \/v/\\'\\'���v��fvf 1 TRACKING ORFLOWING OF SEDIMENT ONTO PUBL CTI RIGHTS ICOFSWAYL THIS MAY
� 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
4."TOP: MUST BE REMOVED IMMEDIATELY. BERM SHALL BE PERMITTED. PERIODIC
INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS NEEDED.
O O O (aO O O O 2.STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL FINISH
MATERIALS BEING INSTALLED.
2'-10 .---� '�
i -2-
STABILIZED CONSTRUCTION ENTRANCE
SCREENING
EXTERIOR WALL _ BOTTOM ELEVATION NOT TO SCALE
RAILING ADU DRAINAGE HOLE54"TO 251DE DVIEWAPER
REVISIONS PER CONSERVATION COMMISSION / /
PORCH STAIRWELL DOUBLE WASHED 1"-1Z"0 5 WAIVER REQUEST 5 21 2026
FINISH 2ND FLOOR
EXTERIOR WALL—___, FINISH 2ND FLOOR CRUSHED STONE 4 ADD WETLAND ENHANCEMENT PLANTINGS 5/8/2026
r SHL'A PRECAST CONCRETE 3 ADD WETLAND ENHANCEMENT PLANTINGS 4/17/2026
FLOOR STRUCTURE C-- 1000 GALLON JUMBO DRYWELL 2 REVISIONS PER CONSERVATION COMMISSION 4/9/2026
F-- NOT To SCALE COMMENTS
MUDRooM
�ExISTING EXTERIOR WALL 1 REVISIONS PER PEER REVIEW COMMENTS 3/3/2026
STRUCTURAL POST,., LAUNDRY FINISH GRADE Revision No.Revision Description Date
OPEN AREA GARAGE FINISH 1ST FLOOR GARAGE FINISH 1ST FLOOR \ 'o
BELOW — — OPEN BELOW O"`—"O::C moo PROPOSED SITE PLAN
HELICAL PILE FLOOR STRUCTURE 200 BRIDLE PATH
STRUCTURAL POST
FOUNDATION EXISTING FOUNDATION N O O�O DRIVEWAY
FINISH GARAGE FLOOR FINISH GARAGE FLOOR NORTH ANDOVER MASS
O O O GRAVEL BASE f
EXISTiNGFouNDAnON PREPARED FOR:RYAN&ALYSSA HEFFERNON
HELICAL PILE 3/4"TO 1-1/2"
FOUNDATION CRUSHED STONE DATE:FEBRUARY 11,2026
2' SCALE:1"= 20'
OF tM,18
DENNIS A yc
CRUSHED STONE GCIVIL
EXISTING FINISH GRADE EXISTING FINISH GRADE andover U CIVIL
No 49318
RECHARGE TRENCH consultants o
sE�,
�oT�sr�
NOT TO SCALE inc. �SS�OMAL ECG
CROSS SECTION A-A CROSS SECTION B-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 '
TRENCH UNIMPEDED AND REPAIR OR REPLACE STONE AS NECESSARY. Telephone:978-687-3828 Reg.Prof.Engineer
0 20 40 60 80 Ft.
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