HomeMy WebLinkAbout20180403 Proposed garage plan - Plans - 128 DALE STREET 2/22/2018 3
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+ ` I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED
LOT LOCUS IN ACCORDANCE WITH UNIFORM INSTRUCTIONS FOR
NOT TO SCALE THE PREPARATION OF PLANS AS SET FORTH BY THE
REGISTERS OF DEEDS.
MAP 37B SURVEYWJ DATE
PARCEL 1
N/F BERE, JASON I HEREBY CERTIFY THAT THE PROPERTY LINES SHOWN ON THIS PLAN
ARE THE LINES DIVIDING EXISTING OWNERSHIPS AND THE LINES OF THE
Ng MA, 378 o STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE
�p6• PARCEL 8 M STREETS OR WAYS ALREADY ESTABLISHED AND THAT NO NEW LINES
N rr- FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN.
45,000± S.F. 1` N ;
1 / 9 WETIAND B UNDARY o�L� /�- n 2• 2Z• i g
i SURVEYO DATE
PROPOSED o m° rn AID EXISTING BIT. CONC. DRIVE
DOWNSPOUT •L ; I TO BE REMOVED AND NOTES
(NP') ' \ All REPLACED WITH PERVIOUS
!' MATERIALS (LOAM AND 1. REFERENCE TOWN OF NORTH ANDOVER ASSESSOR MAP 37B,
Al SEED, SHRUBBERY, 1 PARCEL 8.
s.'. LANDSCAPING, ETC.)
�':''• \ I 2. REFERENCE ESSEX NORTH REGISTRY OF DEEDS-BOOK 14586,
A16 V PAGE 340, PLAN# 3442,
PROPOSED FINISH +';• Aj-4-A15' -� 3. LOT LIES IN RESIDENCE DISTRICT 1 AND WATER PROTECTION
D
DRIVEWAY GRAE '• 5`�J� \ n-9 OVERLAY DISTRICT,
�\'oQ 9 �� PROPOSED LANDING/ANO n
TEPS (RELOCATE o 3 4. WETLANDS FLAGGED BY WETLANDS PRESERVATION, INC.
MAP 37B 7 'h' F \ a 0 rn o
'Y. aeAA PARCEL 9 S �L �r ,� 5. IT IS THE PROFESSIONAL OPINION OF THIS FIRM THAT THERE
N F DUBASAK, ��' 21r ro iST� G REfAININ
��- / SOY• z WILL NOT BE ANY SIGNIFICANT DEGRADATION IN THE QUANTITY
WILLIAM ro ��j �WA� OR QUALITY OF WATER IN OR ENTERING LAKE COCHICHEWICK.
3/4" WASHED I 2' 6. THERE ARE NO BUILDINGS ON ADJACENT PROPERTIES WITHIN
STONE PROPOSED GARAGE • 9s �0� 2� m 50 FEET FROM THE APPLICANT'S PROPOSED STRUCTURE.
Co
�Tae °Tg�el PROP. 1' OVERHANG
MIRAFI FILTER °�°a'�g 1sA Qs 6.5' e'.— �' .• 7. WITHIN THE WATERSHED PROTECTION DISTRICT, A 100'
PROPOSED CARPORT
FABRIC
�' - 170.48' - NON-DISTURBANCE ZONE SETBACK TO A WETLAND RESOURCE
° ,0 s ON PIERS
PROPOSED BIT. APPLIES (FOR LOTS CREATED ON OR PRIOR TO OCTOBER 24,
2 EXISTING D E MENT 1994.
tom— CONC. SEED BIT.
�-- ... G )
101.21100' BUFFER ZONE AND
1 01.54 DAL' -ET NON-DISTURBANCE ZONE
6
STONE APRON DETAIL 101.591 � � PROPOSED EROSION CONTROL
NOT TO SCALE 100.88 PROPOSED INFILTRATION TRENCH 2/22/18 TH INCORP. ENGINEERING COMMENTS
EXISTING SEWER MANHOLE 2/1/18 TH REVISE ADDITION FOOTPRINT
i
LEGE D DATE BY REVISION
EXISTING CONTOUR Al 100 A2 SHOFMq qc
EDGE OF WETLANDS JONN
16.5' 2' 50' NO-DISTURB ZONE M N ^" PROPOSED GARAGE
75' NO-BUILD ZONE —" "— No. 6120 128 DALE STREET
27 MIN. SLOPE
100-FOOT BUFFER ZONE —"' "'— n9 emu NORTH ANDOVER, MA 01845 j
PROPOSED EROSION CONTROL �`�• Sub °P
i' PROPOSED INFILTRATION TRENCH
EXISTING SPOT GRADE 99.99—X
PROPOSED SPOT GRADE 99.99—0
APRON � 1NOFV}gss9c SCALE: 1 in. = 40 ft. DATE: NOV. 13 2017
F.
IL y Prepared for.
IWNJr.
DRIV Y DETAIL 40' 0 20' 40' 80' 160, g JM Associates
No.MM STEVEN MASON 325 Main Street
NOT TO SCALE JOB# 739-594 9F°1STER��f� 128 DALE STREET N. Reading, MA 01864
(IN FEET) SlONALEN NORTH ANDOVER, MA 01845 978-664-6668
1 Saoh= 40 tG SH. 1 OF 1 www.jmoseocioteseng.com
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