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RESIDENTIAL II
4 ZONING DISTRICT 77
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1 11 TT
IRREVOCABLE TRUST
LOCUS NAAP
30 / ,r' NOT TO SCALE
..................' ,SB901,57
T ✓ TTT/(5 , IN
TT /%�„90,00,
✓ / / " / /'/ /,T. f/ r/T/ GRANITE CURB —TYPE VA-4
TRANSITION CURB TYP. T
!j✓ r ✓ r j / / T ✓/ f1�s/ % / Tf" ✓//T/ " BIT. GONG. SIDEWALK
1-1/2" BIT. CONC, TOP COURSE
/ ✓ ,/r r T ` TT T /rf ° TTTTT r 6 REVEAL I! a.jmgt P115
L. BACK OF SIDEWALKLO
t2 T / f/ ' / ' / / ' 'T T T , T!/ ii✓/ TT/ '✓' %\,
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EXISTING NG CONDITIONS/O/Y+M7 � � � PARKING SPACES
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10 a 2l� FT '' T EXISTING 2
.; 12 '
REQUIRED 7
2-0' GRAVEL BASE
HIGH SIDE 8.3°/o MAX ' PROPOSED 8
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T�NSITION 2' Q,Y PROPOSED NIF id
2T"Q"MIN. DEFUSE DAVID DIPASQUALE
EDGE OF ROADWAY
LOLL/ AREA BB
GRANITE CURB TYPE'A'CURB SIDE TRANSITION �'- °` REVEAL _ BB <f/ r; .-... /,; ff CONCRETE
CORNER(TYPE N n ' '' � EXISTING SUBGRAdE MATERIAL IMPERVIOUS AREA
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LEGEND i� ' T TT',' r'✓
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W=SIDEWALK WIDTH TYPE VA-4 GRANITE CURBING EXISTING PROPOSED
N89°0
NOT TO SCALE
2740 S.F. 2045 S.F.
PROPOSED
W=F-0"MIN. 6" PRIVACY FENCE
/ WALKWAY
3 3 MIN. , ;�� /✓,.�' /
TROMBLY FAMILY ` ^$� ;/ , F T PROPOSED
LANDING APRON IRREVOCABLE TRUST $ EXISTING BUILDING f� r/r»r i� VERTICAL GRANITE CURB PROPOSED: PROJECT
E�: � -� T /Tt ,� r�
1.5% PREFERRED / T TT EXISTING THE PROPERTYAT 127 MARBLEHEAD STREET CURRENTLY CONTAINS TWO APARTMENT UNITS.
PROPOSED ` 4' f / / STOP SIGN
�°ra t� a 5ar�SLOPE � �� �.� °' ;TT;'°
2.0% MAX. ZW X 2'D X 40"L � ;, / , -� / THE OWNER PLANS TO CONVERT THE BUILDING INTO FOUR APARTMENTS. THERE WILL BE TWO THREE BEDROOM
/ ✓', ` r
0"-6'"GEM. ROADWAY INFILTRATION TRENCH � , ,, � ,; f %''�'� T UNITS AND TWO ONE BEDROOM UNITS.GOPI'
/✓ TT ES OF BUILDING ELEVATIONS AND FLOOR PLANS ARE ATTACHED.
THE ONE BEDROOM UNITS WILL OCCUPY THE FIRST FLOOR AND THE THREE BEDROOM UNITS WILL OCCUPY THE
CONCRETE--■-- DRIVEWAY (SEE DETAIL} � � % ✓" '; T SECOND AND THIRD FLOORS.
/%✓ / ^ sas . sr e ✓
0°'-&'"GRAVEL BASE /,� ' T
PROPOSED
i� f � . � ��� /�✓ '� 4000"rr � ,f✓ �TT TTT'
POROUS PAVEMENT r ✓ .� PARKING ON SITE WILL BE PROVIDED FOR EIGHT CARS, THE PARKING WILL BE PROVIDED TO THE REAR OF THE
DRIVEWAY ✓T / ✓ ; ' !fT f PROPERTYAND TO THE NORTH SIDE OF THE PROPERTY.
(SEE DETAILS '� / , ,s/ . pf >�✓� f`�' 'T /' '�,�/`'�
SECTION B—B /` /T�, ,T%,'T ✓ ,T/ / ;'/ THERE IS CURBING ON MIDDLESEX STREET BUT NOT ON MARBLEHEAD STREET. THE APPLICANT PLANS TO
CONTINUE THE CURB FROM MIDDLESEX STREET ALONG THE MARBLEHEAD STREET FRONTAGE,
EXISTING T �, �✓` /' ,/ / ' T TT ,T,Tj/ �� � / ,f' ,
CURB TO BE REMOVED T // /' /�j TT/ ✓ T T /i T
,✓T/`� ;cs�T, �� ✓� �,, ,.,, T EXISTING ROADWAY PAVING ON MARBLEHEAD STREET EXTENDS TO THE FRONT OF THE BUILDING. OTHER THAN
- FT MIN. SIDEWALK - 2 FT CURB CORNERS RANGE TT TT f r T T T , EXISTING
ORI'VE1NAYS 5 AT DRIVEWAY ENT r ✓ T / / T' T T ITT AN APPARENT GUTTER LINE THERE ISN T A CLEAR DEFINITION AMONG THE ROADWAY SIDEWALK AND PRIVATE
TTT / ,T' , T�TT
NOT TO SCALE ,' , ' /T, T TT / ij;,✓ / WATER SERVICE PROPERTY, THEAPPLICANT PROPOSES TO REMOVE THE EXCESS PAVEMENTAND INSTALL D
r ,T ' '�J T ;T T��' f' ,.ff ,T'/T ✓%`� A SIDEWALK
APPROXIMATE LOCATION OF / // T/ ✓' fT //TT/ T rT/ 'T`' / AD1ACENT TO THE CURB AND LANDSCAPE THE PROPERTY BETWEEN THE SIDEWALK AND THE HOUSE.
,. TT✓T T
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EXISTING GAS SERVICE S114`1LARLY THE SIDEWALK PAVING ON MIDDLESEX STREET EXTENDS ONTO THE PROPERTY. THE SIDEWALK WILL
BEREMOVED AND REBUILT BETWEEN THE CURB AND THE PROPERTY LINE.
,rq �� CONDITIONS
THE DRIVEWAY OPENING TO THE REAR PARKING AREA WILL BE 27 FEET WIDE AND THE OPENING TO THE
APPROXIMATE LOCATION OF O,,,j NORTHERLY PARKING AREA WILL BE 9 FEET WIDE.
EXISTING ELECTRIC SERVICE
10 0 10 20 FT
SITE PLAN
FOR
5'
127 MARBLEHEAD STREET
��Htagn�y
IN
JAMIL NORTH ANDOVER, MASS.
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CI!/IL
yc.52966
0�Fc+STF�- �� PREPARED FOR:
Sr�NAL \
SPECIAL PERMIT GRANTED:
CEN 1 REALTY TRUST
DRIVEWAY F APRON VARIANCES GRaNTED:
,: s:^r✓`� ,��''°r`'��'�� �r!„'r./%r; ,fi a''r'f%:t .P'�'P/',,�7'":,'f"T 9r� J r.,r
.,, ,,, , . / F CONVERSION OF THREE UNIT DWELLING TO FOUR UNIT DWELLING
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r r� � ,�,�°': � , .�.-.� z ,w,.:,, r �/ 4 r� rr ; � . ,. .,,, :,; ��,.;, �,.. DATE,. MARCH 11 2019
r ✓: r✓� ,d' �.F y._ •_ ,:- +:-v s .",!' r',t, r„ --,v _ -✓;+.. ,r r , A f r,", F.r v,,. y''�,{;-. "'�' �
r✓,r:.,� ,J r,e" /�+' ,'a' r/
LOT AREA. ?� 5gI1 SF RL� CARED 50C1_ SF EXISTING
lsr...s..z..«_ yn,y�/.1 ,✓r rI s'f�r%.,vF°" y ' ' r'y '' p,.::.. pr y rd' v':fi f „/ f ,+r ,��t ,v',^>r' e'J✓ r / /'� ry ✓ ,^::'�i.. 1 f 1
1°�;%<_ fa, %/.... rf'�¢f '"'✓,°' y:, °>�r"i,.`«`,�eF�,s,/a°..,rd;.�.," ;''Fe;',./ti,,,ie,.,
�- ,�x" °'" —2 FRONTAGE: 109'REQUIRED, 50'E /STING
REVISED: JANUARY 28, 2020
FRONT SETBACK: 39'REQUIRED, .9 EXISTING REVISED: 2/28/2020, 3/3/2020
SIDE SETBACK: 15'REQUIRED, 1.W AND `I?.5'EXISTING
MIN. DRIVEWAY WIDTH: 12'REQUII ED, 9'EXISTING PROFESSIONAL ENGINEERS & LAND SURVEYORS
MAX. DRIVE ENTRANCE:25 REQUIRED 27 PROPOSED
CROSS"'-SECTION OF DRIVEWAY APRON , ' �''HRI�STIA111S'EN & SERL7`1
PARKING SETBACK 3 REQUIRED, . EXISTING eta SUMMER OF HE MORIN C,A,r'�1`ERON GROUP, INC.
�^� ASSES ASSESSOR REFERENCE rI+G THE
WWW.CSI-ENGR.COM
(NOT TO SCALE) PARCEL ID 009.0-0046-0000.0 TEL. 978-373-0310 FAX. 978-372-3960 COPYRIGHT 2020
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