HomeMy WebLinkAboutBarnstable - NOI - Vincent Jane Perla - 29 Little Island Drive PLANDIRECTIONS: From Hyannis -Follow Main Street to the WestEnd Rotary; Toke third exit onto Scudder Ave. Tum right onto Smith Street at the stop sign. Con Unue on to Craigville Beoch Road and left onto South Main Street. Continue over the bridge to Ostervil/e, and left onto West Bay Road, Left onto Bridge Street and left onto Little IslandDrive, #29 is on the left. g;.r �0 �
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Site Plan
Proposed Improvements
At
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29 Little Island Barnstable (Osterville) Mass.
October 7, 2023 SCALE: 1" = 20'
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CB/DH (Fnd)
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N/F Morie A, Ffofl<es Tr Morie A. Ffolkes Tru�t 174,84'
N53' E'..,50'W '
f\ 75' OffsP --
Stone Drive
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Wafk 11.8 FFF: # 29
(gJ LOTS 56,915± SF
3/4 Sty w/f
Dwelling
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Stone Drive
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229,15'
N/F I' A vanders ,ceLynne
PREPARED BY: Sullivan Engineering &Consulting, Inc.
(508)428-3344 • P.O. Box 659 • 711 Main Street, Ostervllle, MA 02655secl@sulllvanengin.com • www.sulllvanengin.comDraft: JOO/CTR/ASL Field: JOO /CTR
Review: JOO/CTR Comp.: ASL/CTR/JOO Project: 320014 Project#:
Existing Septic System Per Tie Cord.
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PREPARED FOR:
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Guest
House
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Vincent A. & Jone M. Perla
20 10 20 40 I ; i :
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CB/DH (Fnd)
NOTES:
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LOCATION MAP: Scale: 1" = 2000'±
ASSESSORS REF.:
Mop 093, Parcel 058-005
OVERLAY DISTRICT:
AP -Aquifer Protection District Resource Protection District Saftwoter Estuary Protection Wstrict
FLOOD ZONE: Zone AE: (Elev, 12) Community Panel No, #250001 C0757 J July 16, 2014
ZONE:
RF-1 Area ( min) 87, 120 SF (RPOD) Frontage (min) 20' Width (min) 125' Setbacks: Front 30' Side 15' Rear 15'
REFERENCES: Deed: Cert. 195299 Pion: LCP 41663 B LOT 5 LCP 9592 K LOT 13
LEGEND: 0 CDT Cedar Tree0 HT Holly Tree� OT Dedduous Tree S CT Caniferous Tree
-a_, Utility Pole -E -Electric
-G-Gas
G> ,:,
El
Wetland Flag Light. Post
CB/DH --OHW-Overhead Wires --25--Elevation Contour
1)1he structures shown were located on the ground by conventionarsurvey methods on or between 9/12/2023 and 9/19/2023.2)The property fine informotion shown hereon was compiled fromavailable record information.3)The datum used is NAVD 1988, obtoined by RTI< GP$ using MA CORSNetwork performed by Suilivan Engineering & Consulting Inc.4)Topographic information was collected using both conventional surveymethod and RTI< GPS on or between 9/12/2023 and 9/19/2023,