HomeMy WebLinkAboutApplication 8' X 12' Shed ZONING COMPLIANCE FOR SMALL STRUCTURES
(Sheds and detached decks 200 sq. ft. and smaller)
Address of Proposed Structure: 39 �R � �'K �� w'Nps) Zone:
Name of Owner: "Vf--ruzg L.DkMP4N1),.o-ALA GIS PIN: _3yq3C)13S—
Phone Number: -94)5551-3231C (,cells Application #:
1. Name of Applicant: Mv P2-ru zA "K.h6rvy>w A-"J
Address: S.'tTu,04aboil RECEIVED
Phone Number: sake FEB 2 6 Z016
2. Structure cannot exceed 200 square feet. SOUTHWiNDSOR PLANNING DEPT.
TYPE OF STRUCTURE: V SHED DECK (not to exceed 30"from grade)
DIMENSIONS OF PROPOSED STRUCTURE: S' X 12.'
I A Class D survey must be submitted with the application showing the property lines, all other
buildings and the location of the proposed structure.
4. Is the property served by a septic system? Yes V---No If yes, the applicant must
complete and submit a B100a Application to the Health Department for review and approval.
The undersigned hereby permits Town staff to enter onto and inspect this property during
reasonable hours for the purpose of reviewing this application and to determine final compliance
once construction is completed.
I, the undersigned, acknowledge that the above information is true to the best of my knowledge
and that the above requirements are understood.
Applicant Signature: Date: Q U612-ark
Owner Signature: Date: 2-1 2,L/2Z►b
Reviewed and approved by: Date:
Zoning Enforcement Officer
Reviewed and approved by: Date:
Environmental Health Officer
cc: Assessor
Building File
04/15/14
PROPOSED FOOTING DRAIN SERWNG RIGHT TO DRAIN
HOUSE ON LOT 64 WILL TIE INTO IN FAVOR OF LOT 64
THE YARD DRAIN
• \ 258 0...
+ +257.1 + 256.9
` - -----
256\-- ----- - --
_ S 5575'15"E
YARD.DRAIN -- -_ 104.06'.
TF-252.82 + 252.9 + 253.-
FL, OUT=.250.10 ,
254.4
20'R.Y. . .
f
253.3
+ 254.1 N N
12"0 HDPE i2yA. 254.6 + to
STORM DRAINAGE PIPE I N
29 30 �0 31
O 254.5 I
+255.3 I A+ 255.7
;u+� 265.3
256.4
r •#2,563 y
1 � 1 4.6.x6.1°HATCHWAY
� Yam' 256•:5` �'.� 4' .
DECK ; 256.9 + 256.99
151 257.1 256.3
255.8 6.4'
l a 36.4' 3 3.7' 00
6.2'x2 2 CHIMNEY E I T-HOQ$E cv i. EM r
TEN Icn
o-59 FL 249 0E t2' 257.64 N
�Ac�OA�ytF, 27.6t 35.5'
, Rx.'a _u? c`y BITUMINOUS CONCRETE
1--GM-,..COVERED STOOP 257.73 256.0 DRIVEWAY
255.7 r' CV 36 2' ,_ 22' 256.5
I 258.2. 40'
R=450.00'
L=17.86' \� 257 72 BRICK WALK
--:�._D=0276'250. 256 6 ul
- 256.E+ 20' WIDE S7R£
255.5- IN FAVOR OF.]
-
' 254.36 255.06 10' WIDE C L&
4' WIDE CONCh
CB '24 __..
,. . . �. _
- MB.
252.96 �,-i 253.40 253.80 254.16:25447. ,254.42
_CB25 A 8"0 SANITARY SEWER'.
�D�UBLE) =253.41 _ ___��.� t FRAMER:FIR.ROAD - -- 6"0 WATER MAIN
254.
CB #33
TF=253.07
FL, 12" IN= 248.67 N 60'03'40" W
FL, 6" FOOTING DRAIN= 248.67 94 11'
AS-.BUILT SAN. SEWER '
LATERAL FL=245.59
SANITARY SEWER LATERAL FROM
END OF EXIST. LATERAL TO HOUSE
41'- 6"0 0 5.0X f
Lkd
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