HomeMy WebLinkAboutPlot Plan of Land - - 364 JOHNSON STREET ZONING SOILS INFORMATION: IMPERVIOUS AREA INCREASE/MITIGATION
DEED RESTRICTIONS: THIS PROPERTY IS NOT LOCATED If
ZONING DISTRICT:R3 TEST PIT WAS PERFORMED BY EXISTING ROOF:869 S.F. THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY SHALL BE ORGANIC OR SLOW RELEASE FLOOD HAZARD AREA
JOHN MCDONNELL P.E.,C.S.E PROP.ADDITION ROOF:376 S.F. FLOOD INSURANCE MAP
WATERSHED PROTECTION DISTRICT ON 6/7/2025 ROOF AREA TO BE RECHARGED:376 S.F. NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED EFFECTIVE DATE 7/3/2012
TEST PIT:TH-1 MAP NO 25009CO236F
WATERSHED INFORMATION: ELEV.=255.8' LOT CREATION THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED
THE ENTIRE LOT IS LOCATED WITHIN THE 011-101, HOR.A FSL 10 YR 3/4
NON-DISCHARGE ZONE. 1011-2311 HOR.Bw FSL 10 YR 6/8 LOT CREATED PRIOR TO OCTOBER 24,1994 THESE STATEMENTS SHALL APPEAR AS DEED RESTRICTION TO RUN WITH THE TITLE
23"-74" HOR.C SL 2.5 Y 5/6
MINIMUM LOT AREA=25,000 SID FT MOTTLES @ 48"(ELEV=251.8')
MINIMUM STREET FRONTAGE=125 FT WATER WEEPING @ 71"(ELEV=249.9')
MINIMUM FRONT SETBACK=30 FT
MINIMUM SIDE SETBACK=20 FT COMPOST SOCK DETAIL
MINIMUM BACK SETBACK=30 FT
2'HEADVIDTH WOODEN
ATAKESPLACED NO ON CENTER
SILT SDXX
B'TYPICAL
AREA TO BE PROTECTED /.i
WORK AREA i�
STAKE ALTERNATE STAKING OPTION
SECTION VIEW
OVERLAPPING SECTIONS CLOSED ENO
FORM CONNECTION
z STAKES
PLACE WOODEN
STAKES PLACER 10'O.C. .. _
i
❑ Dwelling Dwelling // i
AREA TO BE
PROTECTED
of
SILT SDXX 18"nl ff(( TAX 98 LOT 112 TAX 98 LOT*}3
8"TYPICAL n ( #F PARE RA IL ST #365 JOHNS N ST (li�l /z, /%
/( N/F PARE FAMILV TRUST
;' NIF CHARLES OHN N
CE
TAX 98 LOT 1 I _
#3ti3 JOHNSON ST
FLOW 7 N/F STEVEN MATSES ' ,\
N.T.S
WORK AREA r I ~` T6M-250.84
(0too)
� Z�/ EL
/ ————OP VIEW ($} Se—
f— ————— 09NSON S REET �� 1
�RIVERFROI�'T
PREFILTRATION SYSTEM DETAIL l/ — 46.83 — 2317 — 7500 \ 9 00 SETBACK_
Ni N,]2,
ryo. I
N w; o
o ,
� o
n � H
NAF 3T LGT2 T1_O2N ST 9340JONOM1P
5Ot� 1
NIF —A—DE Non-Distiib- T
CAST IRON GRATE r C K
/
�HID 24" ROUND X 6" FRAME
PAVEMENT cj,�
Effl
F_6" DWELLING
FILTER FABRIC _ TAX 17 LOT 14
NIF o I
o As_,c TiON
O O O DISGN ZONE\
0 0 0 0 0
o lob lob �o� o
_ x 11
NIFT RE�E T EaNANs !
a
0 0 0/ (0J J' S.10e
f/
/ 20 10 an an
0 0 /
0
PRECAST CONCRETE
CHAMBER CRUSHED GRANULAR
6" MINUMUM
CULTEC RECHARGER DETAIL
CULTEC FEED CONNECTOR(AS SPECIFIED) NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND
SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN
PREFERENCE
CULTEC CHAMBER FINISHED GRADE
MIN.95%COMPACTED FILL OR
GRANULAR PAVEMENT BASE
3/4"-2"WASHED,CRUSHED STONE ESSEX COUNTY NORTH PLOT PLAN OF LAND
SURROUNDING CHAMBERS
j� REGISTRY OF DEEDS 364 JOHNSON STREET
12.0"MIN. \ 12.0"MIN.
Ni\f j\\' REFERENCE-BOOK 15979 PAGE 282 NOpTH ANDOVEp�MASS
6.0"MIN L .mower` /ice 6.0"MIN. !T !T
\ y
32.0" 20.0 ETL �� _ - � %; 20.0"32.0,
I CERTIFY THAT THE STRUCTURE IS LOCATED ON THE
f
GROUND AS SHOWN AND IS NOT IN VIOLATION OF THE PREPARED BY: JOHN J.McDONNELL PE,PLS
ZONING REQUIREMENTS.FURTHER THE PROPOSED PROFESSIONAL LAND SURVEYOR
6.0"MIN. 0 ` / 6.0" IN.
ADDITION COMPLIES WITH THE CURRENT ZONING TWO CULLEN CIRCLE
a�CK/ ANDOVER MASSACHUSETTS 01810
REQUIREMENTS
978-569-7850
12.0"
WOVEN GEOTEXTILE TO BE PLACED BELOW CHAMBER AT ALL INLET
PIPES FOR SCOUR PROTECTION OF THE BEDDING STONE
PREPARED FOR: GREGORY&MELISSA BUITKUS
THE DESIGN ENGINEER OR INSTALLER 15 RESPONSIBLE FOR ENSURING THE 364 JOHNSON STREET
SUITABILITY OF THE SUB-GRADE SOILS.THE SUB-GRADE SHOULD BE FIRM,STABLE,
INORGANIC,AND HAVE SUFFICIENT BEARING CAPACITY TO SUPPORT THE SYSTEM DATE:JUNE 13 2025 NORTH ANDOVER MASSACHUSETTS
*FOR NON-TRAFFIC APPLICATIONS,THE DEPTH OF COVER ABOVE THE EMBEDMENT
STONE LAYER MAY BE REDUCED TO 6.0"