HomeMy WebLinkAboutSite Development Plan of Land 06 22 26 - Plans - 400 FOSTER STREET 6/22/2026 LOCUS MAP
NOT TO SCALE NOTES
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1.) SEE TOWN OF NORTH ANDOVER TM 104E TL 6 FOR SITE.
._4 Z I 2.) SEE ENDRD BK.13,191,PG.320 AND LC PLAN#33281 C FOR SITE.
In- 3.) WETLAND RESOURCE AREAS DELINEATED BY NORSE ENVIRONMENTAL SERVICES,DRACUT,MA
SITE
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5�
CONSTRUCTION/CONSERVATION NOTES
1.) EROSION CONTROL MULCH SOCK SHALL BE INSTALLED AND INSPECTED BY THE NACC
T PRIOR TO ANY WORK ON SITE.
-'= '{ANAN=' 2.) THE EROSION CONTROL BARRIER SHALL BE INSPECTED AND MAINTAINED THROUGHOUT
CONSTRUCTION AND UNTIL SITE STABILIZATION OCCURS.
F_ 3.) A CRUSHED STONE ROAD BED SHALL BE INSTALLED ALONG THE ACCESS PATH TO THE
F
WORK AREA.
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4.) ALL MATERIALS REMOVED WILL BE TRUCKED OFF SITE DAILY.A TEMPORARY STOCKPILE AREA
' - IS SHOWN AND WILL ONLY BE USED TEMPORARILY.ALL MATERIALS WILL BE REMOVED BY THE
\ END OF THE WORK DAY.
BOXFORO 57
f -_ 5.) ALL DISTURBED SITE AREAS WILL BE REPAIRED TO PRE-CONSTRUCTION CONDITIONS UPON
j
THE COMPLETION OF CONSTRUCTION.
6.) NO DEWATERING IS ANTICIPATED DURING CONSTRUCTION.
7.) THE PROPOSED PERVIOUS PAVER WALKWAY SHALL BE SET TO MATCH EXISTING GRADE.
THE FRONT YARD,WHICH IS CURRENTLY RUTTED AND DAMAGED FROM CONSTRUCTION EQUIPMENT,
SHALL BE GRADED TO HAVE A SMOOTH CONTINUOUS GRADE TOWARDS THE STREET.
\ 8.) PROPOSED AREA OF NEW DRIVEWAY IN THE 50'NO BUILD ZONE=442 S.F.
S
- 9.) PROPOSED AREA OF BUFFER ZONE RESTORATION=1,337 S.F.
,. 10.) PROPOSED RESTORATION RATIO 3:1
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N/F FAREEN N/F =n
PAUL DAVID = A 41 -` ( WETLANDS BY NORSE
PARTRIDGE DUPUIS 25 PROP.BIT.COiC.DRIVE ENVIRONMENTAL SERVICES
N/F DECK ABOVE PROP.BIO; IALE JULY 2025
DUSKIN SILK 1%yf (SEE DETAIL)
PROP.RAIN pP•o U
GARDEN GARAGE
N/F sip. (SEE DETAIL) BUILDING BENEATH ze aa'
MUSCOOT LK PATI ADDITION - 6
PROPERTIES TM 104B ABOVE
BELOW PROP-.2'X 37' � �
TL 6 'X - co
CONC PAD
12' CAST,11 LACE ` r
(6.5 ACRES+/-) PROP.SOIL B.M.TF 100.0 f 1.4
OCKPILE AREA C.F.=97.2+/- $z
EXIST.3 BDRM.
j DWELLING#400
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P 357.55
PROP. AT'IVE Z REMOVE J XIST. [
2 TINGS BIT.COIC.
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LOAM AND SEED00
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N N/F N/F N/F p NIn 2'.VA;E:R (415 .)
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N/F �� �j"`� v CHRISTIAN DEBORAH ANDREW
JOSEPH a17 j ro GIGANTE MOORE PARISI N/F PRO.PERVIOUS P VER • J k
PAS�. PMC CAROLE WALKWAY
REALTY TRUST ( E NOTE 7,SEE DETAIL) Q } PROP.BUFFER ZONE
400-
# I 3 Oq RESTORATION AREA { � SITE DEVELOPMENT
0i 1-� (1,337 S.F.-12 SHRUBS) S PLAN OF LAND
...AL g= (SEE BUFFER ZONE RESTORATION PLAN) 6
_ �' IN
2s9.a7 - o o Q' y NORTH ANDOVER MASS.
FOSTER STREET 0 400 FOSTER STREET
` - ----_ - 64.85' AS PREPARED FOR
PROP.CRUSHED STONE -----
-------------- ___ ________
� PROP.P&R FENCE FRANK COLOMBA
KEY MAP (TYP.) FILTER BERM
DATE:APRIL 28,2026
0(H OF A4.�S 20 0 10 20
1"=1DD'
FOSTER STREET SCALE.1"=20'
z VLADIMIR
-------- - - - - - - - - NO. DATE BY REVISIONS: NEMCHENOK
=i 1 5-19-26 WRD MOVED CRUSHED STONE FILTER BERM �po�R gT� �� MERRIMACK ENGINEERING SERVICES
PLAN 2 5-27-26 WRD FLAG BA-25'NDZ FS F
h S�ONAL E 66 PARK STREET
SCALE:i"=20' 3 6-2-26 WRD ADDED ROOF INFILTRATION-DRIVEWAY LAYOUT
9 4 6-22-26 WRD REMOVE PROP.GARAGE AND DRIVEWAY ANDOVER, MASSACHUSETTS 01810 SHT 1 01 2
3/4"CRUSHED
2"DROP FROM DRIVEWAY STONE APRON USE DENSELY PLANTED NATIVE
TO CRUSHED STONE OR EQUAL GRASSES PLANTS AND SHRUBS
ENSURE 80%PLANT COVERAGE
VEGETATED OVERFLOW
DRIVEWAY RUNOFF 6"MAX TO PREVENT EROSION
EPTH -� CONCRETE INTERLOCKING PAVERS 1 3/8"MIN.
THICK(NOT RATED FOR VEHICULAR TRAFFIC)
R EW..BCEN'q p -1 USE N0.8 STONE IN OPENINGS
f�AIw.GAR4EN;SQIL 3"MAX.MULCH LAYER
-III 1= V MIN. BEDDING LAYER:NO.8 STONE
RAIN GARDEN SOIL '-111=111=111�11- ESHWT 2"DEPTH
MEDIA COMPOSITION 3'-0" -
80%COURSE SAND INTERMIDIATE LAYER:NO.57 STONE
2 3/8"MIN `"`"' ` -_ - 4"MIN.DEPTH Buffer Zone Restoration Plan:
15%ORGANIC COMPOST NOTE:ELEVATIONS OF THE 2„
5%TOPSOIL BIOSWALE SHALL BE
PROVIDED TO FOLLOW THE -III- BASE LAYER:NO.2 STONE Restore portions of the 25 ft.No Disturb by planting native shrubs,3-4 ft.in height,
SLOPE OF THE ADJACENT 411 6"MIN.DEPTH spaced 15 ft.on center.A total of 12 shrubs shall be planted within the No Disturb.
BIOSWALE DETAIL DRIVEWAY AS NEEDED -1 p
0 0 0 0 0 o Species selection shall be based on cost and availablity.A minimum of(3)different
(NOT TO SCALE) GEOTEXTILE FABRIC ON shrub species shall be selected from the table on the following page:
O O O O -2 O SUBGRADE AND SIDES OF
6"-12" EXCAVATION
- �- Common Name Latin Name
o o Oo O O = UNCOMPACTED SOIL SUBGRADE Sweet Pepperbush Clethra alnifolia
I
Silky Dogwood Corpus amomum
Red-Osier Dogwood Corpus sericea
I
Spicebush Lindera benzoin
PERMEABLE PAVER DETAIL NOTE:THE ABOVE DEPTHS OF AGGREGATE Highbush Blueberry Vaccinium corymbosum
ARE A GENERAL GUIDELINE AND THE
(NOT TO SCALE) CONTRACTOR SHALL ADHERE TO Common lUnterberry Ilex verticillata
PROVIDE STONE MANUFACTURER INSTALLATION
SPLASH PAD OR EQUAL GUIDELINES FOR THE
TO PREVENT EROSION USE DENSELY PLANTED NATIVE AGGREGATE FOR THE PERMEABLE PAVERS
GRASSES PLANTS AND SHRUBS SELECTED The lawn area shall be rototilled,and a native seed mix shall be applied to the Buffer
ENSURE 80%PLANT COVERAGE Zone Restoration Area.Any of the following seed mix are appropriate for the restoration
6, VEGETATED OVERFLOW area:Ernst seeds,Annual&Perennial Wildlife Food Plot Mix,Butterfly&Hummingbird
MAX \=0 PREVENT EROSION Garden Mix or Annual Wildflower Mix.
FROM NORTHEAST ROOF RUNOFF 1�11II """„ Any changes to the plant selection or seed mix shall be approved by the Conservation
4"PVC DRAIN PIPE WITH INVERT 4" =11 18'''CkF4X �.'II-1' Administrator or Conservation Commission.
MIN.ABOVE BOTTOM OF RAIN GARDEN ;;.:jLEBDD'RAIN 3"MAX.MULCH LAYER
...::.GAR.'E;
1'-0" TIT=TIT=T7 T7 -
=1 RAIN GARDEN SOIL 1'MIN.
"-I-III-I I1=1I I- ESHWT
MEDIA COMPOSITION
4'-0" -
80%COURSE SAND
15%ORGANIC COMPOST NOTE:ELEVATIONS OF THE RAIN
5%TOPSOIL GARDEN SHALL BE PROVIDED TO
RAIN GARDEN DETAIL-HOUSE FOLLOW THE SLOPE OF THE
ADJACENT DRIVEWAY/WALKWAY
(NOT TO SCALE) AS NEEDED
8 GRAVEL
4" SUBGRADE
40'
SECTION A-A
3/4"-1 1/2"0
12"MULCH FILTER SOCK CRUSHED STONE
LAID ON GRADE PER
MANUFACTURERS REQUIREMENTS MOUND A
WOOD OR METAL STAKES ..
EXISTING= AT 8'O.C.
40
FINISH .. °
GRADE
20' A
PLAN
MULCH SOCK DETAIL
NOT TO SCALE CRUSHED STONE FILTER BERM
NOT TO SCALE
SITE DEVELOPMENT
PLAN OF LAND
IN
NORTH ANDOVER , MASS.
400 FOSTER STREET
0 AS PREPARED FOR
FRANK COLOMBA
DATE:APR IL 28,2026
(H OF A4.�S 20 0 10 20
w N
o VLADIMIR LGN SCALE:1"=20'
NO. DATE BY REVISIONS: NEMCHENOK
✓, I
z1 1 5-19-26 WRD MOVED CRUSHED STONE FILTER BERM ��T RF GIsgT,r �� MERRIMACK ENGINEERING SERVICES
N2 5-27-26 WRD FLAG BA-25'NDz eSSONAL E\ 66 PARK STREET
0 3 6-2-26 WRD ADDED ROOF INFILTRATION-DRIVEWAY LAYOUT
9 4 6-22-26 WRD REMOVE PROP.GARAGE AND DRIVEWAY ANDOVER, MASSACHUSETTS 01810 SHT 2 OF 2