HomeMy WebLinkAboutPlans - - 364 JOHNSON STREET SOILS INFORMATION: DEED RESTRICTIONS:
IMPERVIOUS AREA INCREASE/MITIGATION THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY SHALL BE ORGANIC OR SLOW RELEASE
i
TEST PIT WAS PERFORMED BY EXISTING ROOF:869 S.F. NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED
JOHN MCDONNELL P.E.,C.S.E PROP.ADDITION ROOF:376 S.F.
ON 6/7/2025 ROOF AREA TO BE RECHARGED:376 S.F. THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED
TEST PIT:TH-1
ELEV.=255.8' THESE STATEMENTS SHALL APPEAR AS DEED RESTRICTION TO RUN WITH THE TITLE
011 HOR.A FSL 10 YR 3/4
10"-23" HOR.Bw FSL 10 YR 6/8 LOT CREATION
23"-74" HOR.C SL 2.5 Y 5/6
MOTTLES @ 48"(ELEV=251.8') LOT CREATED PRIOR TO OCTOBER 24,1994
WATER WEEPING @ 71"(ELEV=249.9')
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Dwelling � + +
Dwelling ///`/+
' TAX 98 LOT 112 TAX 98 LOT iH3
'^ #375 JOHNSON ST #365 JOHNSCIN ST
N1F PARE FAMILY TRUST't NtF CHARLES'jOHNSON
TAX 98 LOT 1
#383 JOHNSON ST
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CHAMBER 6"MINUMUM
INSTALL DETAIL
CULTEC RECHARGER DETAIL --—
CCMPCST_SOCK DETAIL CULTEC FEE —NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND ZONING PLAN OF LAND
D CONNECTOR(AS SPECIFIED}—� SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN
PREFERENCE 364 JOHNSON STREET
r HEA➢vIDTN WOODEN CULTEC CHAMBER \ FINISHED GRADE ZONING DISTRICT:R3
f IIAKESPLACE➢11SILT oN 111 EN MIN UL COMPACTED FILL OR T EN OF A;,t
r� GRANULAR PAVEMENT BASE
Oxx WATERSHED PROTECTION DISTRICT JOHN J. G
\ % / , 3X'-2"WASHED,CRUSHEDSTONE NORTH ANDOVER, MASS
$'TYPICAL \ � � \
SURROUNDING CHAMBERS 2 McD CIVIL
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AREA TO BE PROTECTED }.', ` cIV11
-' 12.a'MIN- WATERSHED INFORMATION: xaST
STAKE ALTERNATE STAKING OPTION -�� THE ENTIRE LOT IS LOCATED WITHIN THE
�9o�AFo1sTEP��
°MIN- s-o MIND, l� - NON-DISCHARGE ZONE. FSs EN
6.0"MIN.,
PREPARED BY: JOHN J.McDONNELL PE,PLS
PROFESSIONAL LAND SURVEYOR
SECTION VIEW (CLOSED END
OVERLAPPING SECTIONS MINIMUM LOT AREA=25,000 SQ FT TWO CULLEN CIRCLE
RN CONFECTION ?. 20.0"320^ MINIMUM STREET FRONTAGE=125 FT CERTIFYT HAT THE STRUCTURE ISLOCATEDONTHE ASSACHUSETTS 01810
HEA➢vI➢?N WOODEN 32.0^ 20 0 ANDOVER785 M
STAKES PLACED lO°O.r _." ` I MINIMUM FRONT SETBACK=30 FT GROUND AS SHOWN AND IS NOT IN VIOLATION OF THE
i`�� ZONING REQUIREMENTS.FURTHER THE PROPOSED 978-569-7850
❑ `
`- MINIMUM SIDE SETBACK=20 FT ADDITION COMPLIES WITH THE CURRENT ZONING
.6.0"MIN. REQUIREMENTS
AREA TO BE
PROTECTEn i I 6.o MIN > ` MINIMUM BACK SETBACK=30 FT
o SILT SOxx --t$N— tx OF
PREPARED FOR: GREGORY&MELISSA BUITKU
8'TYP?CAL EtS
120'
.o^ 36.0^ 12 0" '4y 364 JOHNSON STREET
FLOW WOVEN GEOTEXTILE TO BE PLACED BELOW CHAMBER AT ALL INLET- i THIS PROPERTY IS NOT LOCATED IN A �� JOHN NORTH ANDOVER MASSACHUSETTS
PIPES FOR SCOUR PROTECTION OF THE BEDDING STONE FLOOD HAZARD AREA McCmNNEit H
FLOOD INSURANCE MAP No.33501
N.T.S THE DESIGN ENGINEER OR INSTALLER IS RESPONSIBLE FOR ENSURING THE=�, R�FE%S10
WORK AREA , I SUITABILITY OF THE SUB-GRADE SOILS.THE SUB-GRADE SHOULD BE FIRM,STABLE, EFFECTIVE DATE 7/3/2012 Z'R' DATE:JUNE 13 2025 SCALE:1 INCH=40 FEET
INORGANIC,AND HAVE SUFFICIENT BEARING CAPACITY TO SUPPORT THE SYSTEM MAP NO 25009CO236F
REV:1 JULY 14 2025
OP VIEW
'FOR NON-TRAFFIC APPLICATIONS,THE DEPTH OF COVER ABOVE THE EMBEDMENT
STONE LAYER MAY BE REDUCED TO 6.0" �-s-�� �Y -5 rSHEET I OF 2
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' PROP. PROP,
ENTRANCE 2STORY
ARTHE TOP 8'2"x4' ADDITION '
BERM DEC SOIL ROP.
' LEV=259 STOCKPILE 16'x23'6" � ` XIST.FENCE
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`CONSTRUCTION PROP. ZO7�31 DISTURBANCE
ACCESS POINT ECHARGER S25-12_20E Graphic Scale
Scale:1"=10'
8ti 20 0 10 20 40 80
o SILT SOXX TAX 37 LOT 24
w l tr 1711'll1C\A!!l!'lfl
DOWNSPOUT PLAN OF LAND
FROM
GUTTERS PROPOSED ta of
364 JOHNSON STREET
o���
ADDITION q�R'c
STRUCTURES J6NN :m J.
McDQNNE NORTH ANDOVER,MASS
LI
No.33601
INFULTRATION CHAMBER SETTLEMENT&DISTRIBUTION CHAMBER PVC DOWNSPOUT PROF yA`
ADAPTER t css,a, e
y� vEyO
PROP.FINISHED GRAD EL=258.4
EXISTING GRAD EL=257.5 iN GR0 ———— PREPARED BY: JOHN J.McDONNELL PERLS
EL=255.8 — -6- S-aZS PROFESSIONAL LAND SURVEYOR
NVERT ELEV INTO UNIT TWO CULLEN CIRCLE
• - EL 25 ANDOVER MASSACHUSETTS 01810
PROP.TOP OF CULTE UNIT
ELe256!0 _\ \i SCHEDULE 804"PVC 978-569-7850
\ INVERT ELEV. O O O
0 0 0
\\
24 p .ti of UITKUS
OUT OF UNIT "Sum
NVERT EL V EL=255.7a�Moaorweu PREPARED FOR. GREGORY&MELISSA B
E O O O 364 JOHNSON STREET
PROP.BOTTOM OF CULTEC INTO UNIT cm� NORTH ANDOVER MASSAGHUSETTS
3.. P
UNIT&STONE BASE \ \ EL=255.5 a e°•��isT
' \/ CO CRETE ��Fa srtieE°eee
EL=253.8E \
\\ \ CRUSHED GRANULAR DATE:JUNE 13 2025 SCALE:1 INCH=10 FEET
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