SE3-5780 Revised Plan submitted 11/1/22i
i
DIRECTIONS:
From Hyannis - Follow Main Street to Barnstable Rd. turn
FLOOD ZONE"
right continue to the Airport Rotary and take the 2nd exit Zones X (0.2% Annual Chance)
onto Rte. 132 continue to Phinney's Ln. and turn left X (Min Flood Hazard)
continue to Huckins Neck Rd. on the rightcontinue to Community Panel No:
Holly Point Rd on the left #276 is on your right. 250001 0562 J
0 July 16, 2014
r REFERENCES:
a,1 P Ord Cert. #222058
r
e eat L.C. Plan 20239 D
P
G Flagged Borde g Lots 212 & 213
g6V--p9etated Wetlan Release. of the Way
D572
3
35
rExisting
Wire Fence Boat ou e
1
Lawn
S l h • M
FFlagstoneExistingStonePatio
a
Patio to be Rebuilt in i Existing
s
7s Same footprint Wire Fence
Lawn Proposed `
ck Work Limit
1 Sty wf ; LOCATION MAP
Dwelling r \
F a,
jpg pocV 1"=2o00f)
276 Lawn 4 ao'X
Annual Chance) ASSESSORS REF.:
X 2q 50'
FEMA-Zone Map 232 Parcel 029—oo3
X (Min. Flood Hazard) g.ao, OVERLAY DISTRICT:
GP - Groundwater Protection
Lawn Overlay District'
EJ _38- RPOD) (SWEP)
ZONE:hots 212 & 21 pu'
Sti
Ton O
Lo,t ' eo 37,020sff Ct• Lakeevafion RD-1
StonLmovedDrive
0.5 Acres Area (min.) 87,120 SF (RPOD)
fe% Q Pro sed to be
0 P Frontage (min) 20'
Drive oy
100' Width_(min) 125'
Setbacks;
9 Lawn
Fron t 30'
Wall 39- n / Side 10'
TQW Elev. 44.0' s 4
Rear 10'
Proposed1`
ter ~. p o0
1
Stc 1e Dr v 1 \
2 7
O
L6wnt 9 Q Pro Patio U C'
Fire Pito ho
Disturbed Trees to °o J
be Replanted Post
Construction J
Proposed Pro Grill
Ten Porch
is Court Bar
to b Removed e,
Pro Septic Line to be tx io Sp.
sleeved with in 10' i tin I l Q
erofwaterlinewithlI4qq
150 PSI pipe to be
r°X Lo • i
pressure tested to l Pro Walk ' Proposed N
assure watertighnes Guest House
3 FFE 4 4.75
Trees to ber`
Removed f
t(, M D) o
00 Proposedkoposed\ Paved Tenn/s Court
IDrivewa
Work Limit
i Pro Rinse
Lawn
Station
1i
Pro moo,
Greenhouse 5
Z I
ti Garden,_.— Pro Bulkhead
15 239
L.C.plan 7 237£1 i
Released 6 0' $e#back Shed
NOTES: r ® Proposed Proposed
Storm W e Boat Parking
E
1.) The structures shown were located on the ground
Leach xisting Shed
by conventional survey methods on January 3, 2020.
to be Removed
Bench Mark - Top of Concrete
2.) The property line information shown hereon was Bnd. Elev. = 42.1' NAVD
compiled from available record information. rn.
3.) The datum used is NAVD 1988 obtained by RTl<
a`
p 2 '
oo, MITIGATION CALCULATIONS 51412020:
GPS by Sullivan Engineering Inc.
Water line location to Q
HARDSCAPE
4.)Wetland delineation P y PbeConfirmedprior toVHAssociatesasshownon Existing
Wetlands Permit Plan prepared by Baxter Nye Lawn -_ CB/DHConstruction
Engineering and Surveying 'dated 810812006 and Far!OHouse &f Deck 931
er 50
Tennis Court 2,886
supplemented by additional by Baxter Nye Engineering Boat House 255 Gravel Drive 1,798
in January 2019. House Patio 226 House 508
Tennis Court 152 Stone Wall 70
Gravel Drive 171 Total 5,260sfnStoneWall16PoRoadollyTotal1751sfLEGEND.
CDT Cedar Tree
Proposed
HT Holly Tree 0-50' Buffer 50-100' Buffer
House & Deck 931 Guest Hse 2,215
DT Deciduous Tree Boat House 255 Driveway 1,189
House Patio 226 House 508
AV CT Coniferous Tree Horse Shoe Pit 70 Stone Wall 70
P S 4
Stone Wall 16 Pro Stn Wall 33
c--Q Utility Pole
Total 1,498sf Total 4,015sf
E— Electric f# L T.
qr
G— Gas u'
a,
0-50 Buffer
1751sf-1545=253sf ReductionWetlandFlag E jrD699
Light Post a
tDHss
ER <+`' 50-100' .Buffer
0 CB 4 5,260-4 015=1,245sf Reduction
N, 1 E 4AY - 5 (20OHW— Overhead Wires
No Mitigation Required
25 Elevation Contour
SARNSTAl3 CONSERVATIONRevision: Add Drainage Structure & remove patio from 50' buffer 51412020
TITLE:PREPARED' F R. PREPARED BYSitePlan
Proposed Improvements LeBlanc Realty Trust EngineeringrriAt43FairchildDriveUIV_ a 11 consuiting9ffic.276 Holly Pont Road Reading MA 01867
508)428-3344 • R.O. Box 659 •711 Main Street, Osterville, MA 02655Barnstable (Centerville) Mass. seci@sullivanengin.com www.suilivanengin.com
20 o io 20 ao so
Draft: ASL/CTR Draft:
DATE:SCALE Review: CTR Review:April 13, 2020 1„ = 20'Proj• ,# 39033 Pro j. LeBlanc