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N89'2354"E
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390.00' l
Zoning Review V
Zoning District RF t O lSetbackRequirements1
Front 30' r
Side 15'
Rear 15'
LOT 4 EXISTING N
C1
24' X 36'
ro. L.C.C. 17287C FOUNDATION
T.o.F.-
ASSESSORS MAP 54 PARCEL 2-4)
51.os C
36.00
37.5'
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N 8472, "
t"now°
LOT 3 37 w
L.C.C. 17287c
ASSESSORS MAP 54 PARCEL 2€1) J
T. t
HEREBY CERTIFY THAT THE LOT CORNERS, DIMENSIONS, \ Nry
ELEVATIONS AND SETBACKS TO THE STRUCTURE AS y
SHOWN ON THIS PLAN ARE CORRECT AND TO THE BEST
OF MY PROFESSIONAL KNOWLEDGE AND BELIEF ARE
CONFORMING TO THE TOWN OF BARNSTBLE BY-LAWS AND
REGULATIONS.
t
FOUNDATION IS LOCATED IN ZONE C AS SHOWN ON
F.E.M.A. COMMUNITY PANEL #250001 0018 D, REVISED
JULY, 1992
N 7 7806.
O N N of,n s. 4
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tiG
A.LPH
o HARLOW
v COLE sReferencesNO. 2o0 7
DEED REFERENCE: LAND COURT DOCUMENT 739,148 Scale:l"=50'
PLAN REFERENCE: LAND COURT PLAN 17287E
00 Figure
0 25 50 75 100 125 FEET
kelley asbuilt.dw
I EXISTING 5 BEDROOM SOIL
ABSORPTION SYSTEM
A.M. 54 PAR. 2-5 EXISTING D-BOX
W.F.#4 N89'2354"E 390.00
f /
z
o aw S.A.S.VENT
L
CA i EXISTING 2000
Ld Z ' GAL. SEPTIC TANK a~o
W .#5 0 U CONTRA70R 70 (
w U o c a` Ci VERIFY LOCATIONW.F.#9 c r\ Q
W.F.#6 o
AND I NVERT OELEVATION) j
W.F.#8 W.F./#7 , 00 OG,
r W.F.#10 b
00 ENV.- 5.0'wy PROPOSED 4"
3 PVC PIPE TO WPOPOSE3
W.F.1 , /
R/
RFR ry BEDROOM N TANK
T
qR N DWELLING
T.O.F.=39.5' o
N /Li
83.
I
PROPOSED I
r
to 87'
F A.M. 54
O 0 1- R
SERVICEW.F.#12 F.
O AREAAR.36 ACRES
O p0/
EXISTING//
f,OWELLINGGASUNE
36 38.4 GENERAL NOTES
W.F.#13(2) CB/DH „,
N84'12'37"
CN 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
co W GCB/DH METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
w PROPOSED 16'X 36' 181.72 ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
INGROUND SWIMMING
POOL N
N 2.ANY CHANGES 7O THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH
2 W.F.#14 CVAND THE DESIGN ENGINEER.
EXISTING GARAGE 3. 4"SCHEDULE 40 PVC PIPE WITH WATERTIGHT JOINTS SHALL BE USED IN
Q WITH 2 BEDROOM DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
DWELLING
4.ELEVATIONS BASED ON APPROXIMATE USGS DATUM OBTAINED FROM TOWN OF
HAYBALE/SILTFENCE/ BARNSTABLE G.I.S. DATABASE.
a A.M. 54 WORK LIMIT LINE
PAR.' 1' 5. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
w BENCHMARK: TOP OF THROUGH DIG-SAFE AT'LEAST72 HOURS PRIOR TO COMMENCING WORK ON SITE
A.M. 54 GAS VALVE EL.=43.3-AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
N PAR. 5 G.I.S.t) DISCREPANCIES TO THE DESIGN ENGINEER.
6. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE STRUCTURES SHALL
BE MADE WATERTIGHT.
7. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED RIGHTS
OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH
NOTE: There shall be no disturbance of the site including DETERMINATION FROM APPROPRIATE AUTHORITY.
Cutting of vegetation beyond the Work limit (per order of the 8. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES
Conservation Commission). This condition shall continue FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF
over time after construction.
WORK.
k 9.ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
NOTE: BASE PLAN AND WETLAND FLAG LOCATION INFORMATION TAKEN FROM ky
PLAN ENTITLED PROPOSED SITE PLAN OF LAND IN GOTUIT, MA, LOTS 3 8 4 ON
L.C.P. 17287C, PREPARED BY PAUL E. SWEETSER, P.L.S. SOUTH HARWICH, MA,
00 10. PROPERTY LINE AND TOPOGRAPHIC SURVEY BASED ON INSTRUMENT SURVEY
BY MACDOUGALL SURVEYING AND ASSOCIATES.
AUGUST 10, 1998.
1 APML 12, 2006 ELP ELP ConCom NOTE FOR NO DISTURBANCE OF WORK LIMIT
REV. DATE BY I APP'D. DESCRIPTION
PROPOSED 3 BEDROOM DWELLING
S77'16,56"E
PAR. 4
A.M. 54 AND POOL
PREPARED FOR:
JOHN LAVERTY
218.00
LOCATED AT
205 LITTLE RIVER ROAD
COTUIT, MA 02635
Drawn By. JDF
RESERVED FOR BOARD OF HEALTH USE n
s= z
y
SITE PLANJisQ
5
v
P(H ORq
ss9 Designed By: EP
SCALE: 1"=30` o ED WARD L. ti ri a Checked By: EPataENGNERINGCEOE
6
iY JOB No.:
0 15- 30 60 130 0 9No.3200i U'
Edwatd L Pesc, P
STEA
O Date: MAR.7,2006
SCALE: 1INCH = 30 FT. SS C AL PLYMOUTH,OMA 0 360
SCALE IN FEET epesce@adelphia.net Phone:508-743-9206 Sheet: 1 OF
cell:508-33 3-76 30 FAX:508-74 3-0211