HomeMy WebLinkAboutPlans - - 364 JOHNSON STREET SOILS INFORMATION: IMPERVIOUS AREA INCREASE/MITIGATION DEED RESTRICTIONS:
THE ONLY FERTILIZERS ALLOWED FOR USE ON THIS PROPERTY SHALL BE ORGANIC OR SLOW RELEASE
TEST PIT WAS PERFORMED BY EXISTING ROOF:869 S.F.
JOHN MCDONNELL P.E.,C.S.E PROP.ADDITION ROOF:. S.F. NON-ORGANIC PESTICIDES AND HERBICIDES USE IS PROHIBITED
ON 6/7/2025 ROOF AREA TO BE RECHARGED:376 S.F.
TEST PIT:TH-1 THE USE OF COAL TAR-BASED PAVEMENT SEALANTS IS PROHIBITED
ELEV.=255.8'
0"-101, HOR.A FSL 10 YR 3/4 THESE STATEMENTS SHALL APPEAR AS DEED RESTRICTION TO RUN WITH THE TITLE
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
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CHAMBER CRUSHEQ GRANULAR
6"MINUMUM '
INSTALL DETAIL
CULTEC RECHARGER DETAIL
'U'UMPOST SOCK DLTA1 CULTEC FEED CONNECTOR(AS SPECIFIED) NON-WOVEN GEOTEXTILE AROUND STONE.TOP AND
SIDES MANDATORY,BOTTOM PER ENGINEER'S DESIGN ZONING PLAN OF LAND
2'IICADWIDTN WOODEN i /l PREFERENCE
STAB SPLACED 10'ON CENTER
CULTEC CHAMBER \ FINISHED GRADE t ZONING DISTRICT:R3 364 JOHNSON STREET
SILT SOxx MIN.95t COMPACTED FILL OR
B'TYFICAL \ i l~r
\ /�\ tr` rt GRANULAR PAVEMENT BASE �� T4
W�Ic AREA AREA TO BE PROTECTED '� '\ , * WATERSHED PROTECTION DISTRICT * .roPNe. �r \ 1 314"2"WASHED,CRUSHED STONE
t SURROUNDING CHAMBERS o AScD CIVIL
i NORTH ANDOVER MASS
it STAKE ALTERNATE STAKING OPTION /\f e G _� 7
Illjhhh777111� �t2.o"WHIN. - �`- ,r f /� i 12.a'MIN. WATERSHED INFORMATION: '�.,F°-"'n,e
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6.0 MIN, F`= i /' THE ENTIRE LOT IS LOCATED WITHIN THE
1 6 0 MIN _
SECTION VIEW , NON-DISCHARGE ZONE.
OVERLAPPING SECTIONS CLOSEG
FORM CONNECTION PREPARED BY: JOHN J.McDONNELL PE,PLS
\ MINIMUM LOT AREA=25,000 SO FT = PROFESSIONAL LAND SURVEYOR
2'HEADWID'N WOODEN Et t'
STAKES LA D:c'cC. 32 0" 20-0 \ '\ti 20 0"32.U"
_F MINIMUM STREET FRONTAGE=125 FT I CERTIFY THAT THE STRUCTURE IS LOCATED ON THE TWO CULLEN CIRCLE
F ~ MINIMUM FRONT SETBACK=30 FT GROUND AS SHOWN AND IS NOT IN VIOLATION OF THE ANDOVER MASSACHUSETTS 01810
AREA TO BE I /\ /
PROTECTED ( I _ ZONING REQUIREMENTS.FURTHER THE PROPOSED g7g-56g-7850
6.0°MIN 6 0'MIN. MINIMUM SIDE SETBACK=20 FT ADDITION COMPLIES W TH THE CURRENT ZONING
° eSI'=ry cA —la'Rn4 \`! f;:\' \.%<\ ' '< 1, ' <;.. \> '',',ix\\i'% MINIMUM BACK SETBACK=30 FT REQUIREMENTS
—I 1z.o" —.D1 3&0" —i 12-U" PREPARED FOR: GREGORY&MEUSSA BUITKUS
1 FLOW \_ WOVEN GEOPES FOR O BE PLACEDPROTECTION
O OF THv9BE AT BEDDING
INLET THIS PROPERTY IS NOT LOCATED IN A A�.ta of', 364 JOHNSON STREET
� PIPES FOR SCOUR PROTECTION OF THE BEDDING STONE o c
N.T.S FLOOD HAZARD AREA :g JOHN �m NORTH ANDOVER MASSACHUSETTS
WORK AREA THE DESIGN ENGINEER OR INSTALLER IS RESPONSIBLE FOR ENSURING THE J.
MCDONNE
FLOOD INSURANCE MAP u w
SUITABILITY OF THE SUB-GRADE SOILS.THE SUB-GRADE SHOULD BE FIRM,STABLE, 336(!1
TOP VIEW INORGANIC,AND HAVE SUFFICIENT BEARING CAPACITY TO SUPPORT THE SYSTEM EFFECTIVE DATE 7I312012 No.No. ,,.
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*FOR NON-TRAFFIC APPLICATIONS,THE DEPTH OF COVER ABOVE THE EMBEDMENT MAP NO 25009CO236F ea DATE:JUNE 13 2025 SCALE:1 INCH 40 FEET REV:1 JULY 14 2025
STONE LAYER MAY BE REDUCED TO 6,0"
ESHEET I OF 2
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DISTURBANCE i 0 COD -fH-1 FIN
EL=355.80
258 '
Graphic Scale
tONSTRUCTION PROP. 207'31 Scale.1 =10'
ACCESS POINT ECHARGER
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PLAN OF LAND
364 JOHNSON STREET
INFULTRATION CHAMBER SETTLEMENT&DISTRIBUTION CHAMBER �� NORTH ANDOVER MASS
PROP.FINISHED GRAD 5
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EXISTING GRAD EL=257. 1N GRD O
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EL=255.E �s» NVERT ELEVNil t q�aFFssaasre uU``Qtt
EL=255 ? o! PREPARED BY: JOHN J.McDONNELL PERLS
PROFESSIONAL LAND SURVEYOR
OF GULTEC UNIT \ \ �
EL=256.0 TWO CULLEN CIRCLE
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INVE
24 OF UNIT ASSACHUSETTS 01$10
0 0 0 'f ANDOVER M
_ NVERT ELEV EL=255.7 P aoA� to�f�'Ps 978-569-7$50
OUT "Sum
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)TTOM OF GULTEC , '_- INTO UNIT m
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NIT&STONE BASE \/EL=255.5 No.33601
coNCRETE t ooMELL �, PREPARED FOR: GREGORY&MELISSA BUITKUS
EL=253.8 z \\1F BOTTOMF$s 364 JOHNSON STREET
—eRusHeo GRANULAR �avQ yoQ NORTH ANDOVER MASSACHUSETTS
>s vd DATE:JUNE 13 2025 SCALE:1 INCH=10 FEET
REV:1 JULY 14 2025
SHEET 2 OF 2