HomeMy WebLinkAbout20180403 Proposed Garage Plan - Plans - 128 DALE STREET 2/22/2018 I
m_ SITE
J'4
a
02
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. Q
MAP 37B SURVEYW 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
�
o STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE p6 MAP 376 M r! STREETS OR WAYS ALREADY ESTABLISHED AND THAT NO NEW LINES
1 3 PARCEL 8 C4 FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN.
45,000± S.F. M c� 0
9 WETLAND BOUNDARY 1, 2 Z• }�
SURVEYONJ DATE
PROPOSED
' A10 EXISTING BIT. CONC. DRIVE
DOWNSPOUT
i°•., m TO BE REMOVED AND NOTES
(NP') ' \ Al REPLACED WITH PERVIOUS
MATERIALS (LOAM AND 1. REFERENCE TOWN OF NORTH ANDOVER ASSESSOR MAP 37B,
At SEED, SHRUBBERY, } PARCEL 8.
LANDSCAPING, ETC.) 1
•;f \ 2, REFERENCE ESSEX NORTH REGISTRY OF DEEDS-BOOK 14586,
\ \ 13 A16 V
02 PAGE 340, PLAN# 3442.
e, 9,o
4
PROPOSED FINISH +' AA1 -A-T5-'9 -+ 3. LOT LIES IN RESIDENCE DISTRICT 1 AND WATER PROTECTION
DRIVEWAY GRADE ' S� D- OVERLAY DISTRICT,
\'op S 2 PROPOSED LANDING SAND M 4
MAP 378 h� � y{ STEPS (RELOCATED o� OZ 3 4. WETLANDS FLAGGED BY WETLANDS PRESERVATION, INC.
PARCEL 9 DSO �R� STj G RETAININ RO o
.tt u� 5. IT IS THE PROFESSIONAL OPINION OF THIS FIRM THAT THERE
N/F DUBASAK, ?#. I 0�'` Z" WILL NOT BE ANY SIGNIFICANT DEGRADATION IN THE QUANTITY
° WILLIAM �o ��j �WA L OR QUALITY OF WATER IN OR ENTERING LAKE COCHICHEWICK.
3/4" WASHED-,, 'STONE 2' -hry a \ 'c-- q0��0• �j 6, THERE ARE NO BUILDINGS ON ADJACENT PROPERTIES WITHIN j
PROPOSED GARAGE • 9s p�T tV m 50 FEET FROM THE APPLICANT'S PROPOSED STRUCTURE.
PROP, 1' OVERHANG
MIRAFI FILTER
°��-°�S T �&� PROPOSED CARPORT s 8.5' .__.�`' 1? 7. WITHIN THE WATERSHED PROTECTION DISTRICT, A 100' I
FABRIC ° �+3�£�0° 'sum, ON PIERS - 170.48' - NON-DISTURBANCE ZONE SETBACK TO A WETLAND RESOURCE
PROPOSED BIT. APPLIES (FOR LOTS CREATED ON OR PRIOR TO OCTOBER 24,
' a 2 I EXISTING GE ENT
i-�— ---�-i CONC. DRIVEWAY •�• �--_.. 1994),
101.21 �100' BUFFER ZONE AND
STONE APRON DETAIL 6�(Np) O�" ET NON-DISTURBANCE ZONE
101.59 I PROPOSED EROSION CONTROL
NOT TO SCALE 100.88J i
PROPOSED INFILTRATION TRENCH 2/22/18 TH INCORP. ENGINEERING COMMENTS
EXISTING SEWER MANHOLE 2/1/18 TH REVISE ADDITION FOOTPRINT
LEGE DATE BY REVISION
3
EXISTING CONTOUR A1 100 n �yYjHOFMk�
EDGE OF WETLANDS , A Wcy I
50' NO-DISTURB ZONE —' JOHN PROPOSED GARAGE
16.5' 2' 75' D ZONE —" "— "' "
NO-BUILD No. 120 128 DALE STREET a_
100-FOOT BUFFER ZONE —... •.. A9 ess1��'" NORTH ANDOVER, MA 01845
2% MIN. SLOPE PROPOSED EROSION CONTROL • Su �P
}" PROPOSED INFILTRATION TRENCH
EXISTING SPOT GRADE 99.99—X
PROPOSED SPOT GRADE 99.99-0
STONE i
APRON � tNOFM4ssgo SCALE: 1 in. = 40 ft. DATE: NOV. 13 2017
N F. y
DRIVEWAY DETAIL ILKNJr. Prepared for:
40' 0 20' 40' 80' 160' awe � JM Associates
No.31M2 STEVEN MASON 325 Main Street
NOT TO SCALE 9FGISTER� `
�IN ) JOBS/ 739-594 �S�ONALENG\� 128 DALE STREET N. Reading, MA 01864
(IN t i = 40 tt \ NORTH ANDOVER, MA 01845 978-664-6668
SH. 1 OF 1 www.jmossociateseng.com
s
i
a
I