HomeMy WebLinkAbout100 CLINTON DR APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT o p 272
APPR v 1540 SULLIVAN AVENUE
4 644-2511 ext. 230 Bldg.Permit#
ate Building Insp r
Application must be printed or typed
FEE SCHEDULE ! Location of Job:
$0-$11000=$15.00 /0y C (f t^ )
Over$1,000= I Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT CAL
APPLICANT ADDRESS .,
6o A(- n cel- 0(0 oY
APPLICANT'S PHONE# 4 O 6
OWNER U wl
'%O% N SF'gt OWNER ADDRESS /c'o
04 OWNER PHONE 6 y -- G L( t( — GV 80
C ] ESTIMATED COST$ _ f`gU O
IS THIS A CONTRACT COST? ✓Yes No
FEE ENCLOSED$ _ )
TYPE OF JOB: Z 1-7 S
dSOR•COCI P`�New Installation
Alteration/Addition/Repair
c�bfyoazs
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
BUILDING PERMIT APPLICATION? ❑ YES ❑ NO
RESIDENTIAL CURRENT USE AND OCCUPANCY
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
O INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
❑ STORAGE ADDRESS
❑ GARAGE
❑ MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS .
NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUCH WORK
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OFAPPLICANT DATE
ZONING COMPLIANCE FOR SMALL STRUCTURES
(Sheds and detached decks 200 sq. ft. and smaller)
Address of Proposed Structure: M C r bt-jye Zone: .4-3D
Name of Owner: 'j.e� �(,cm�r,c �K�Q GIS PIN: -13001E p
Phone Number: qw) �n#: J 163
1 Name of Applicant:
Address: ID-Z) D(—
Phone Number: 0)y7�- &7 �-
Email: �c?vN'� '7Wa� G�vs1Ct �'• Gt�yUl
2. Structure cannot exceed 200_ qu
square feet.
TYPE OF STRUCTURE: V SHED DECK(not to exceed 30"from grade)
DIMENSIONS OF PROPOSED STRUCTURE: 02 11?
3. 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 /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:
Owner Signature: Date: S�a
Reviewed and approved by: Quti , Date: S
Zoning Enforcement Officer
Reviewed and approved by: Date:
Environmental Health Officer
cc: Assessor
Building File
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'5/22/23, 12:50 PM about:blank
06*74
Town of South Windsor Planning
Department
1540 Sullivan Ave.
South Windsor, CT 06074
CA
Accessory structure-sheds,decks(small-under 200 sf)
100 CLINTON DR
South Windsor,CT 06074
By receiving this permit the recipient ent gives consent to searches and inspections as reguired and shall one►nte in accordance with
the regulations of the South Windsor Zoning Regulations.
46
May 22, 2023
Pamela Oliva,Zoning Enforcement Officer DATE SIGNED
***PERMIT ONLY VALID IF SIGNED BY ZONING OFFICIAL"'
about:blank 1/1
General Notes Latham Internatlonol Polymer NOTES:
The Latham Internatlonol, Inground polymer swimming pools are fpermanently Installed for recreation use as swimming pods In residential �lapldicolionawith water circulated through a filter In o closed system. The — ' -0
pools comply with ANSI/NSPI-5 as Type 0 pools. 'drS4 PC o "a
TYPICAL STEP e
The Latham International, hground polymer wall swimming pools consist C
of polymer wall panels, braces, vinyl liners, walk-in steps and associated
accessories (e.g., copings, spas, skimmers, filters, plumbing, etc.)Rigid vertical N panels are comprised of high Impact polystyrene with Integral vertical and Tyr CAL crap
ae.xrirrm.e,, l7 a
horizontal ribs. Flexible, multi-Rex vertical panels are comprised of oa,aaa rah run"ie'� support eeeems
polypropylene. Braces are comprised of polyethylene. The vinyl PVC liner Is a
BBxible material with a minimum thickness of 20 mils(0.5mm). Fasteners are O
3/8 inch diameter(9.5mm)nylon bolts with matching nuts produced from
Typo 6/6 nylon resin or polyethelyle wedges which are product specific. mrsl aoa s Vr• r-x• •--r +-
r...r fix.,.aa raa
wo
Copingu are extruded, pointed aluminum. Steps are a co-extruded ia.aww,o,r e.a U
i�oxr
thermoformed sheet of A13Sc with a weatherableglas cap. Steps and Spoor are ee,r wry /�,;,(�„a L.
} }
lhnrrnoformed sheets of Acrylic with a fiberglass backing. Specifications may to C
vary by+/- JX per industry alondorde. The Latham Manufacturing. Inc. y..w, U Q
Inground polymer swimming pools are only ICC approved and compliant when we.iro s+r�
used In eanjunctlan with complimenting accessories with the Latham
Manufacturing, Inc. Identification label. If any Latham Manufacturing, Inc., TYPICAL BRACE
product is used In conjunction with a non-Latham Inground swimming pool, u.r�sirnl
E ASSEMBLY
than the ICC approval and compliancy Is only applicable to the Latham INSTALLATION DETAIL BRAC
Manufacturing, Inc., product and not the entire entity. Q
ati
T
The Latham International, Inground polymer swimming pools must be :,r:utr•NIl+s
Installed In accordance with the manufocturer's published Installation support era►
ert A...mnly
J J 1 N Q
Instructions. All plumbing, electrical and concrete decking must Comply with the O ati
codas in effect at the construction site. Clearances of the pools from slopes LC)N O
rnuut be observed as set forth in IBC Section 1805.3 or R403.1.7. A barrier so s,.rw r.c rox
rnuul be Installed In accordance with IBC Section 3109 or IRC Section A0105, crr.Ia;1 I f'n as applicable. u,r Nam tb
The pool is designed to remain al full of water l.all times. The pool may ,cx+rcx+urwono Z Q If)LU I,-^
be damaged If the water level Is allowed to drop below the skimmer. When saa,E 9+", t 00
appreciable drowdown Is noticed or If It becomes necessary to drain the pod, / _
the manufacturer or builder must be contacted for Instructions. Reviewed by. J
smace s1 a,+: umisla Research 6 Tiding -0
Identification Col
wrx 10140 Stour Road,P.O.sox 9333 Q
Each pod bears a label with the name of Latham International: the �/ POLE ASSEMBLY Windsor,CA 95492 Z j Q X
manufacturing plant location (787 Watervliet-Shaker Rd, Latham,New York.); a TYPICAL PANEL - - Phone/Fox707-838-1680 N Z �L
,4F`'+;i'+
or code for traceability, and the evaluation report number. US and ICC/ES Approved Testing Lobonr,INSTALLATION DETAIL1 Q
1J"'F�—y1J L L Q
Installation and Design --- — Stamp Z
COWILIEULU,
The swimming pools may be installed without a soil Investigation by o u'=I'x r'
registered design professional, subject to the code official's a rovol, sur nit..xe:rAsrerxn
PP provided lre-oc.i vanes lu<:L-114
nono of the following conditions In encountered at the site: txnamro:.t,u.+wuru
1. The existence of uncontrollable ground water within the pod '�— OOO` O �excavation. } ^
2. The existence of uncompocted BII in contact with any portion of the _ _ �
pod. _ !�vu+'n w,rn l+iur+cl 00
3. The existence of expansive type soils. ,I'-- O Q = •>
'�n,ax wa t nANEL
4. The existence of any sob types with an angle of repose that will not TYPICAL CP2 COPING rJ
v
LO
support the walla rJ of the excavation at desired slopes.5. Danger to adjacent structures posed by the proposed pool location. w
TYPICAL SPILLOVER SPA
8. The existence of any cracks or openings In soil that would not V =
support the pod bedding. O
VC BEAD V
The polymer swimming pods are designed to be Installed entirely �-R/F VELD F"'� Co CL
In-ground. �GOI K:RE 1 I_DEC KCo
These ore generic drawings and not site specific. PANELt0,ICOPxJG FLEXIBLE PVC SHEET 1
1 { �LIFIER RETAINER TRACK
Olvhq/Sliding equipment shall be designed for swimming pole and shall _ ''/�-Vur,LLINER(III WALL R/F VELD y`K7 fil
]r
be installed in accordance with the diving/sliding equipment manufacturer's I t l
specifications. Contact Dlvin ` I p
P g/eliding equipment manufacturer for their RagL wnu RAr a-L `�-8 r
specifications. FLOOR Yam.••t✓F
TYPICAL TYPICAL VIN
YL LINER _
CANTILEVER DECKING CROSS SECTION PAGE 1 of 2
n. CLASSIC ROMAN OVAL
"t C:D
16'X 32' 13'X 25'
18'X 36' 14'X 23'
FIGURER 14'729' Cn
1TX2T
ax +,.r 17'X 35' 17'X 35'
rr
�-6- 14"'
Ja' TECH 0.I0 ra• 6PECIAN .,a ar+—a~ t GRECIAN OVAL LAZY•L
, C
LAzv L " 'r 13'X 25' 17'%37' v
-a u• ,o+Y .• Y ,a' net 14'-6-X28'-6" y
W-6"X32'-6" MOUNTAIN LAKE
18'X 37' 18'X 36'
19'4"X 39'4" 21'X 40' t-
19 20'-9"X 39'•9" o0i o
4-X44' MOUNTAIN POND c v
e.., e• a• 21'x4o' d ,•, o,
e•a GRECIAN LAZY-L O
w r lJ Q
16'-6"x40'-6" RECTANGLE
—++'-
a•ao} etv
n a (lltlPIECTAN&LE +• r-r 10'X 40'
GRECIAN TRUE•L 12'X '
a' r 16'6"X 23'-6"X 42'6" 14'X 28'
„• w.W 16'X 32' 0
KIDNEY 18'X 36'
14'X 25' 20'X 40'
er/ err a•a pt`i. pr-' , .a nv- a.
• O15'X 30' LN ti D't -
LAGOON 17'X33' ROMANEND
18'X 36' 8X 38' Z 0M SENTRA
t:•-e 17a• �vq• �'a- �.,. r I , , 17'X 27'X 33' 15'X 27' Z u t
OCo
BLIQUE .•+.• a•r »' MOUNTAIN LAKE «. r-r "•' 1T X 38 O I- � �-•1
LAGOON rR CIAN TRUE L LAZY-L w J
---- —i 16'X 37'X 46' WEEJ
Q
a- u' YeY , �,. .4, —'a' ':''�' ,. u•a} 18'X 3T X 46' E x
20'X38'X4B' ix z 00 rL
C)
MODIFIED OVAL TECH RIO I� i. L-
u�• Z
19'X 37' !Z-
1 a \ e•# I ,,.- n..+I '• 21'X 41' 14'X 28' O `'4
ten•.: w.• /a•.a} \ 18'X 34'
n•a},.- ' nr �/ "' wr OBLIQUE C
OVAIy r r 17'X 33' TRUE•L O
,e•
}.
ae' .r d •�
MODIFIED OVAL .•"+r.r00
OVAL LAZYL 16
• ++• ODYSSEY 7X2 X42' Q > > ~
-a- --,.• n• a w W u• N•-0} • u• ,t•. 14'X 3V 18'X 26'X 42' J a �!
17'X 38' 20'X 28'X 44'
-- — LLI C N
OMNI CUSTOM V O
e: s a r , ne• 15'X 26' F..{ (� IQL
t
17'X 33' 00
.a 1•,yr
'+} � •' a err .,-�,. -
�_�ROMAN ENO . r.r p'• u•a�• f [����+$�1 ,�
TRUE L.° e.r 6R CIAN LA, •+•a' OMNI r �F � r•,,,'.`�+ !�
e — a —,. e.n GRAPHEX I� AI OVAL
PAGE 2 of 2
O
TM Vertical Grid D . E . Filters
Automatic Air Relief purges any trapped air during filter operation.
Screenless design eliminates clogging. I
In Lift Handles and Uniform Low Profile Tank Base 7 r
make removal of grid nest fast and simple.
High-Strength Filter Tank molded of PermaGlass Xl� provides extra
durability for dependable,corrosion-free performance.
High Impact Grid Elements designed for up-flow filtration and
top-down backwashing for maximum efficiency.
Heavy-Duty Tamper-Proof Bolted Center Flange Clamp
securely fastens tank top and bottom together.Allows quick access to
all internal components without disturbing piping or connections. I I 1
Union Locknuts make disassembly and reassembly of filter from
piping fast and easy.
Noryl®Bulkhead Fittings for extra strength and heat resistance.
Inlet Diffuser Elbow distributes flow of incoming unfiltered water
upward and evenly to all filter elements.Parabolic tank base design
provides for even distribution of D.E.to grids.
Full-Size 11/2"Integral Drain provides fast, 100%clean out and easier
flushing of tank. _
Convenient Valve and Plumbing Options allow for customized s ''
JT
is-.1..�... ...
control.2'internal piping and plumbing for maximum flow performance.
11151,
� K r- '-- r. •� ( '+ -�, -/� "sue
FILTER TYPE: Vertical Grid Diatomite:24,36,48,60 ft'(2.23,3.35,4.46,5.58m').
FILTER TANK: Injection molded PermaGlass XLTM JA
xL } n f
f 4.1.4-
FILTER ELEMENTS: Monofilament polypropylene cover fitted over 8 curved, � ?
high-impact grids
CONTROL VALVE: 1 W or 2'6-Position Vari-Flo,l 2'4-Position Selecta-Flo"
2'2-Position slide valve.May also be plumbed singularly or in series x1 ¢
with quick-connect union couplings(less valve). it
PERFORMANCE RANGE: %TO 3 HP(30 to 120 GPM) *fir
DIMENSIONS: DE-2400—31 W H x 23'W(800 mm x 584 mm)
DE-3600—36W H x 23'W(927 mm x 584 mm)
DE-4800—42W H x 23'W(1080 mm x 584 mm)
DE-6000—48W H x 23'W(1232 mm x 584 mm)
Above dimensions are for filter only.Overall width with slide valve is 30'1762 mm),
overall width with either 4-or 6-position multipart valve is 33'(830 mm)
Model Effective x Design Turnover _
Filtration Area Flow Rate 8 Hours 10 Hours
Number
ft' m' GPM LPM gallon kilo liter gallon kilo liter -
DE-2400 24 2.23 48 182 23,040 87 28,800 log Plumbing Versatility.Select from a wide array
DE-3600 36 3.35 72 273 34,560 131 43,200 164 of valve options for customized control of your
DE-4800 48 4.46 96 363 46,080 174 57,600 218 filtration system,including Hayward"s 2'2-position
DE-6000 60 5.58 120 454 57,600 218 72,000 273 slide valve.
'Determined by pump size and piping system hydraulics. 2'piping is recommended for flow rates of 90 GPM or more.
Flow rates above 120 GPM are not usually required for residential pools.
HAYWARD POOL PRODUCTS, INC.
Hayward Pool Products,Inc. Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A.
900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet
L M Elizabeth,NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B-6040 Charleroi,Belgium
Exclusive,Swing- See-Through All Components Heavy-Duty,High-
Aw`ay Hand Knobs Strainer Cover Molded of Corrosion- Performance Motor
make strainer cover removal lets you see when basket Proof PermaGlassXC" with air-flow ventilation for
easy. No tools required... needs cleaning and eliminates for extra durability quieter,cooler operation.
no.loose parts... no clamps. guesswork. Special self-adjusting and long life.
seal ensures dependable sealing.
I Heat-Resistant,Industrial- Mounting Base provides
I Size Ceramic Seal stable,stress-fr6e support,plus
is long-wearing and versatility for any installation
-.,- drip proof.for fresh or requirement. Adapts 48-
i saltwater use. and 564rame motors.
Super-Size Housing
and diffuser ensure
rapid priming.
Corrosion-Proof = Ease
Service- Design
Noryl Impeller gives simple access to all
has smooth,wide openings
internal parts.Motor and entire
to prevent fouling or clogging.Energy
drive group assembly can be
produces
design removed,without disturbing
produces more flow of pipe or mounting connections,
equivalent horsepower. by disengaging just four bolts.
foODEL Mlotbr•e D
SP2600X5 1/z 0.37 11/2 10 254
SP2605X7 '14 0.56 11/2 10V8 270
SP2607X10* 1 0.75 11/2 11 279
urT
SP2610X15* 11/2 1,12 1V2 121/e 308
SP2615X20* 2 1.50 2 131he 332 c
SP2621X25 21/2 1.88 2 131/16 332
in-"
*Super Pumps available with dual-speed motors. _ --
30 100 -
27 90
24 80
21 70
G 18 60
LU
15 50 Super-Size 110-Cubic-Inch Basket
oiz 40 s°�'xu has extra leaf-holding capacity and
9 3o extends time between cleanings. Rigid
6 20 baa 2MP— .141(1M) construction with load-extender ribbing
4P23 10 a P-o.zs wt ensures free-flowing operation for heavy
0 0 -°' P/4 debris loads.
P-0.56
0 10 20 30 ao so bo 70 eo 90 100 110 120 130 140 GPM Super Pump Series Pumps are listed by:
0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM
CAPACITY PER MINUTE ,■� ��� w
u Vti
www.haywardnet.com NXYpr WARVP00f Products
W ywx0 mtl Sigx Ps•eD xe regissere0 IgEenurks xi0lbryl eM PerrreGuss lQ xe traGemerla _ -
' ?, ! �x �ayf AJr ? "k;T ,"'# Liy i ^fit'x 3! tr4cbe'�y x e.. alb l
• America's F
encing Choicer"" _}
ft
-:n:,..-�.ikr.�.v.u'"1.i-,.�.: .."1;..YLM".�.uY.x Y��•y�'t�m�.. `--.....=�i#'c.�'r�:,i'�-1lax�«.-.. ..-.. 4 _� ..`.y''..._,
Host aSart _
' �/ w � Jerith
Fence Around Your Pool
Jerith fence is the perfect choice to surround your swimming pool. Its aluminum construction
eliminates rust, while its durable FencCoat` finish withstands the moisture and chemicals found in a pool environment. Most building codes require swimming pools to have self-
closing and self-latching gates around them. These safety features are standard on all Jerith r; L
walk gates. In addition, our pickets have less than 4" between them, so children cannot
squeeze through. yy t.
Our Ovation Fence was specifically designed to meet a Swimming Pool Enclosure Code
developed by the U.S. Consumer Product Safety Commission (CPSC).This fence has nearly
four feet of Y space between its two horizontal rails.This virtually eliminates the possibility of at' .., x j small child climbing over this fence. Also, a child-resistant magnetic gate latch is standard on
i all Ovation gates. This magnetic latch keeps the release mechanism out of a child's reach and Style and Height Combinations
has a built-in keylock for added security. It is also available as an option for all other Jerith
J gate styles. to Meet Most Pool Codes
The chart on the right shows all of the Jerith fence styles and heights that meet the CPSC Style I Height 48" 52" 54" 57" 60" 72"
Pool Code. You will notice that there are a few "Modified" designs that are altered Ovation
specifically to meet the Pool Code (These altered styles are shown below.) For 54" high
Lexington,Concord
Modified Styles #200 and #202, the only variation from the standard designs is that the Bravo,Symphony
pickets do not extend below the bottom rail. Our 57" tall fences combine this same picket 101,111
change with a narrowing of the gap between the top two rails,which allows our 57" Modified 100
Styles #101. #1 1 1, Lexington, and Concord to have at least 45" between the rails as the 200,202 �.
Pool Code requires. 401,402
Buckingham
Be sure to verify the requirements for swimming pool fencing in your area before ordering. Kensington
There is a Jerith fence to meet nearly every code. Select the one that's right for youl Windsor ✓ V ✓
'Modified Styles
These fences meet pool codes that require a fence to be 48"above grade
with either:
(a)any rail spacing and-less than 1314"between pickets,or
(b)one 45"rail spacing between the tops of two adjacent rails and less
than 4"between pickets.
°vi°O° 6revo Symphony N200 Modified NY@ Modified N701 Modified Nlll Modified Lexington Modified Concpld Modified Gates will be self-closing and self-latching.Magna-Latch latches may be
required for some gates to meet these codes.Check local building codes for
your requirements before ordering.
�1
- _ - - w-
OPERATING -11N.STRUCTIONS
MANUAL
Ogg
�;�TS'.AS M SAFE, Y -S A DARD FOR POOH. ALARMS
• ��" 41CC15
• . , .u.' AS 7A1 f77nA
• i
M0®5 `",PGRAj1 0 2 -, 8'da Horn at 10 .Feet
Th s prdduct:has been designed to aid in the .detection of unwanled intrusions into
uns� N'" 6'd' pools: POOLGUARD I&A SAFETY ALARM SYSTEM AND NOT A
` L'IFE18 VINGOEVICE''This:de-vice'') �ot'intended to replace any other safely
consideration - i.e., adult supe-vi,-i--n, !iieguards, fences, ga(es, pool covers, locks, eic.,
and some devices may not detect gradual entry."
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PROPERTY OF FOR BUILDING PURPOSES ONLY
NO. CLINTONJM VE SOUTH WINOS9h CONN.
Being Lot No. 34 on mad* entitled "Map of OAK RIDGE ESTATES
J I
Foster St. south Windsor, Conn. Scale: 1" - 40' Sept. 5, 1965
Hayden L. Griswold C.E. Sheet 3 `
Scale 1" — �Of 4c
Gsz
HAYDEN L. CRISWOLD C.E.
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m LOT 35
/79.3 4 qo
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�L?NT'OP•t r\�IVE
PROPERTY OF FOR BUILDING PURPOSES ONLY
NO. CLINTON DRIVE SOUTH WINDSOR CONN.
Being Lot No. 34 on map entitled "Map of OAK RIDGE ESTATES
Foster St. South Windsor, Conn. Scale : I" - 40' Sept. 5, 1965
Hayden L. Griswold C.E. Sheet 3
Scale 1" 40' p� Z3,rsG5
.a°�u'��,n� y�; ?,, HAYDEN L. GR I SWOLD C.E.
1
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South Windsor
BUILDING DEPARTMENT
10 THE BURDING DEPT. TOWN Of SOUTH W1NDS0►
This certified that this pun and specifications are true
:spies of the proposed building or alterations to be
•reefed at /�f�//�J !
—- I �b cq"-, rc,4 Strea,
,*tether with amendments stated in application an
Illed with plan and I agree to comply with all zonin.
®wilding and state laws and such orders as shall
issued by the Building Department during pendenc
of in" 11ppligatielft and final issuance f a bulldln.
pe►Iwif.
Y 9ignN
This, plan la approved Subject to the condition tnae
%tavr% and *rdineneea regulating building shall be
n.,4"owA v.1Th,
4`isM�tf*M1� AgsKbeeg These tiled with
*-N*V* Ctret
+�Ert r IrJCg1-IUTV OF ZUIvING
Proposed buifdin ' �UM�'LIANCE
81s1, usels;, and/or structure(s)
's shown On this plan a
rr2' -,nformance with PPear(s) to be
gulatlons. Variances andnspec air ex lit r:.
IOU& ►ay apply. a Po
Nate
Z0n(n9 Enforcement officor
APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT 3l
APP OV 4 1540 SULLIVAN AVENUE Bldg. Permit#
i„�� � 644-2511 ext. 230
Da a Building Inspector
1�006�5
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 V-N, c1 v';Q �c .
Over$1,000= Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT —jjt'YIp�hV
APPLICANT ADDRESS 6. -/C�(o )l( y 1 r-tZj
APPLICANT'S PHONE#
OWNER LU O J I `�- TOM
OWN St - _ 56ir'
q q< OWNER ADDRESS /O O� OWNER PHONE 1(.0D
ESTIMATED COST$ 7 S 00
U IS THIS A CONTRACT COST? ,-'Yes No
FEE ENCLOSED$ '/S
TYPE OF JOB: S y3
SOR-CO New Installation
Alteration/Addition/Repair
�a old 33
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
/ BUILDING PERMIT APPLICATION? El YES Q-`K0
O" RESIDENTIAL CURRENT USE AND OCCUPANCY
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
❑ STORAGE ADDRESS
❑ GARAGE
❑ MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
1"i/► � � +
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUCH WORK
CONTRACTORS LICENSE NO. TYPE STATE
/ r V/,2
SIGNATURE OF APPLICANT DATE /D
APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
APTBi
D 1540 SULLIVAN AVENUE �m 3g
644-2511 ext. 230 Bldg. Permit#
D In Yto
Application must be printed or typed
FEE SCHEDULE Location of Job:
$0-$1,000=$15.00 100 �L /a�—Z N I/►L1 L
Over$1,000= I Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt. No.
APPLICANT �L�� ���-I L
APPLICANT ADDRESS r�y. SOX V 0 G
APPLICANT'S PHONE#
OWNER
-let OW N Sf q< OWNER ADDRESS /p D L C /U—I oy p�'�J V�-:
�j OWNER PHONE
CO / �` = ESTIMATED COST$
U IS THIS A CONTRACT COST? V Yes No
FEE ENCLOSED$
k ; 4,G TYPE OF JOB: CP2?
SOR,CO� New Installation
�terat /Addition/Repair
4-75
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH
BUILDING PERMIT APPLICATION? ❑ YES i qO
8-'RESIDENTIAL CURRENT USE AND OCCUPANCY F11-XI / L
❑ BUSINESS
❑ ASSEMBLY FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL ENGINEER'S NAME PHONE
❑ FACTORY
❑ STORAGE ADDRESS
❑ GARAGE
❑ MIXED USE CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION/WIRING METHOD C L U�Gj�-AO�G Tb
SIZE OF SERVICE Li SIZE OF MAIN CONDUCTORS W S y
NUMBERS OF METERS f' NUMBERS OF DISCONNECTS AND RATINGS
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO
NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
DESCRIPTION OF WORK
THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR-
MANCE OF SUCH WORK
/2- s;- 7 C/ ( C�
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OFAPPLICAN DATE l 2--
- v
a�Q LOT 35 L_VT 36
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9 /79.34 (Xp°
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LOT zn
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1$ i.65
PROPERTY OF FOR BUILDING PURPOSES ONLY
NO. CLINTON DRIVE SOUTH WINDSOR , CONN .
Being Lot No. 34 on mar, entitled "Map of OAK RIDGE ESTATES
Foster St. South Windsor, Conn. Scale : I " - 40' Sept. 5, IQ65
Hayden L. Griswold C. E . Sheet 3
Scale 1 " = 40' GEc Z3, 4�5
ox'���";� � HAYDEN L. GRISWOLD C. E.
,N
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.j014UFN
p LOT 35 L.iSi" 36
i /79,34
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PROPERTY OF FOR BUILDING PURPOSES ONLY
NO . CLINTON DRIVE SOUTH W I NDAR , CONN.
Being Lot No. 34 on map entitled "Map of OAK RIDGE ESTATES
Foster St. South Windsor, Conn. Scale : I " - 40' Sept. 5, 1965
Hayden L. Griswold C.E. Sheet 3
Scale 1 " = 40' b� Z3,f9rc 5
HAYDEN L. GR I SWOLD C. E.
Z. W7
\ 4
;202000742 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER CERTIFICATE OF OCCUPANCY
DATE: 06/21/2021 FEE:
GIS ID:21300100 ZONE: RESIDENTIAL AA-30
MUNIS APPLICATION # 201201233
THIS IS TO CERTIFY THAT 100 CLINTON DRIVE UNDER APPLICATION NUMBER 201201233
CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE
ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS
INDICATED BELOW:
APPROVED FOR OCCUPANCY FINISH BASEMENT FOR STORAGE.
FRAMING AND DRYWALL.
SPECIAL CONDITIONS
NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM
THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
6/21/2021 3:00 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY
Electric # APP1I,IAT�ON FOR BUILDING PERMIT
Plumbing# 100 C in on r iv
HVAC# late: 9- /Z
Sprinkler#
FINAL APPROVALS Estimated Cost $/GG'od
Permit Fee $ 24D
Building COMPLETE RED BOXED AREAS Occupancy Fee $ 1p
Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit
Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee $ 5a
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ "
The undersigned hereby applies to do work according to the following:
Applicant To? -to CpZkm /lochs emode�_Location ofWork /641 C//ATon X Sw Lot No.
Applicant's Address 19 if9 5 `vex k,,n e f*A9,o4nc <, _ Tel # Srno 3oS/3 3 3
Town 4' YAA#o,'' C Zip O&I/Y Lic.#
Owner J-e Architect
Owner's Address let' C/in{on IM Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area /0 0• Sf
Purpo a of this permit k 57firdtqc FJeAM%"S do j
City Water yid' Well ❑ Septic System V Sewer❑ del)�0
Ins: HO ySPh ert. Area Basement Garage
Approve pf�l Date 111-J • 7�- Use Group Construction Type
Revised 1108
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to bp,located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in*ahich this building and its use is allowed.
Signed z�
I hereby apply for a Certificate of Occ ncy for the work described in this application for the permit.
Signed - - --- -
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 06/21/21
Printed by Middleton, Morgan 14 59 08
INSPECTION: 54377 FINAL PERMIT:
STATUS
APPLICATION: 201201233
LOC: 100 CLINTON DRIVE
SOUTH WINDSOR
PROPERTY ID: 21300100
OWNER: TEDFORD THOMAS J & LUCHIANNA M
CONTRACTOR: TOP TO BOTTOM HOME REMODELING
860-305-1333
REQUEST BY:
PROJ DESC: FINISH BASEMENT FOR STORAGE.
WORK ORDER:
INSPECTOR: ROSE RESULT: PASS
REQUESTED: 12/19/12 PRIORITY:
SCHEDULED: 12/19/12 AM COMPLETED: 12/19/12
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS
LUCY ® 860-268-6529
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
B001 FOOTING
B002 FOUNDATION
10/15/12 ROSE PASS B003 FRAMING (ROUGH)
DON ® 860-305-1333/to draftstop wall(floor)
B004 INSULATION
B005 FIREPLACE / CHIMNEY
B006 WOOD / GAS STOVE
11/30/12 ROSE PENDING BO10 FINAL
sheetrock storage below stair/need combustion air for boiler
12/10/12 ROSE PENDING BO10 FINAL
sheetrock below stair incompl/combustion air provision?
12/13/12 ROSE FAIL BO10 FINAL
correction incomplete
E001 ELECTRIC SERVICE
E002 ELECTRIC UNDERGROUND
10/24/12 DOUG PASS E003 ELECTRIC ROUGH
TIM ® 860-742-9506
P001 WATER HEATER REPLACEMENT
P002 PLUMBING UNDERGROUND
P003 PLUMBING ROUGH
INSPECTION FIELD SHEET 06/21/21
Printed by Middleton, Morgan 14 59 08
P004 PLUMBING GAS TEST
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EXISTING DESCRIPTION
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BORINGS o = O
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BORING / TEST PIT LOCATION �� y
Q y ,�
COMMUNICATION
Cx OVERHEAD CONN. LINES (CABLE, TEL, ETC.) U O O J
I �
- Cx UNDERGROUND COMMUNICATION LINES SMN
CONTROL POINTS \ TF=266.04
p HORIZONTAL CONTROL POINT
a __ 2
HORIZONTAL * VERTICAL CONTROL POINT 5NET 3974 W/L1GNT
O VERTICAL CONTROL POINT _ EE
k
BENCHMARK \ \
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DOMESTIC WATER �\ \� Sk -,39
Wx WATER MAIN \, s
WSx WATER SERVICE \ ig
Fx - FIRE SERVICE LINE
NPW- NON-POTABLE WATER LINE k \ g „ � o
x \ W t
WQ WATER LINE, ABANDONED
d'
® WATER VALVE Sir \ NOTES: N 0
O
WATER METER x262. Nc C I. PROPERTY /S IN THE AA-30 ZONE. ] O
E \ 2. PARCEL CONTAINS 331545 SQUARE FEET OR 0.777 ACRES. 'L
A FIRE HYDRANT !� 3. APPROXIMATE LOCATION OF SEPTIC SYSTEM TAKEN FROM AN oa
AS-BUILT ON FILE IN THE SOUTH WINDSOR BUILDING
LIQUID FUEL k DEPARTMENT. SEE MAP REFERENCE ##2. 0 cn
LFx MAIN LIQUID FUEL LINE N/F ' \\ 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS x O
ANT /OIVY W. SUSAN A. BORGEN \ �j� 5NET 3975 DEPICTED AND NOTED NERSON NAVE BEEN COMPILED, IN PART, 0. O =
LFS x LIQUID FUEL SERVICE LINE FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITYLli V p
(VOL. 623 PG. 222� `` S COMPANIES OR GOVERNMENTAL AGENCIES FROM PAROL a c�
LFQ LIQUID FUEL LINE, ABANDONED k CB TEST/MONY AND FROM OTHER SOURCES. THESE LOCATIONS t
-- x26/O Sg TF=255.99 MUST BE CONSIDERED AS APPROXIMATE IN NATURE. L
IRRIGATION 260 - S . e INV=252.10
�o „ �+ �� ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON T/-/E -�
Ix - IRRIGATION LINES �8!6s,4F �V/\ SITE, THE EXISTENCE OF WNICN ARE UNKNOWN TO DESIGN c0
h S PROFESSIONALS, INC. THE SIZE, LOCATION AND EXISTENCE OF
LIGHTING 1 53 6 ,4/ 0 x259.7 k ALL SUCH FEATURES MUST BE FIELD DETERMINED AND d
CB VERIFIED BY THE APPROPRIATE AUTHORITIES PRIOR TO z m
7¢( POLE MOUNTED LIGHT x258•q �I �¢ TF=256.07 \ CONSTRUCT/ON. ~ / w
INV=252.41 6 m 3 Q V
GROUND MOUNTED LIGHT �\, I
�` 5. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR a A o o o � o � � �
S UNDERGROUND UTILITY MARKING AT LEAST TWO FULL WORK/NG
NATURAL GAS Ste, x260.5 N + I � DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR
Gx - GAS MAIN FCID .} WWW.CB YD.COM.
Gey< - GAS SERVICE LINE 0.} ? 15" MAPLE ` ft, .� TF=253.01
Go - GAS LINE, ABANDONED �(� / 0 4j Sk INV=243.01
' I x 255.
x260.9 / F_
POWER �� x 259.0
46.3
D/SC MOH. O /
EOx ELECTRICAL LINES, OVERHEAD
A
x 258.8 F- �O+ I-
ELECTRICAL LINES, UtiD=RGRD ND _ -- -, -- a !� iu � �� o co \, S LJJ V
k \
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UTILITY POLE APPROX.APPROX. LGYATJOl4' • s8,,' �\ � ri � '�/ \ 'l // x Fz
/ � � Q z
OF SEPTIC FIELD r�s ,, cn O,c'V� x260.5 DISC MON.1 O
PROPERTY - (REM OVE) ` F <��OS ` , I x255.0 / z U
PROPERTY LINE / O
Q IRON PIN ~ CTi FC,� S9 Voo x 259.5 / / F 5 TR NAME S1GN
0 MONUMENT / O ��
x259.0 O
/ 1 .26 CHIMNEY 1 40 OAK/ �} O
ROADS k
GUARD RAIL 5� J
--� OR -a-u- SIGN �.. 2Gj� 256•Q% x2�,7 2� MATCH EXISTING �
EROSION CONTROL i`�q�,! ^ p p / - 45�.-BIND , -' O
SFx SILT FENCEQ7 T� �SF� 58. ���Py _ x255.0 �. INVERT ELEVATION �'
SITE FEATURES $.O x s8 QO p OC x 5 • - N/F `
cA 25.E 36> io TNOI"lAS J. TE�ORD e
.. . EDGE OF WATER '� x2574 �'- LUCNIANNA TEDFORD
X X BARBED WIRE FENCE /
\ CONCRETE F PG. 228�
y /
-0-0 CHAIN LINK FENCE PATIO T - x253.!
m = = RAIL FENCE \ ( � SILT FENCE�x255.5 S 2 � - `� .r fio�
-� ❑ ❑ STOCKADE FENCE �� x258.�3 / �S� /"`• � Q
116'f - 6" PVC SDR35
5{ + + WIRE FENCE !!, 1I 7,2aN / 2 APPROX. LOCATION CLEANOUT S = 0.02 MINIMUM
orz TREE N/F %256 6% OF SEPTIC T NK O &)A-
TREE LINE MATTNEW W. NETTLES
/VOL. 2048 PG. 98 ) �' (REMOVE) 24" MAPLE O MAP REFERENCES:
CL SANITARY SEWER ( / / / ` `�,�,r' r \s ( / V)
4 - Sx - SANITARY SEWER MAIN / \ EX. SEWER i \ 1. MAP OF OAKRIDGE ESTATES FOSTER STREET - SOUTH z
M '
x 252.5 LA TERAL (/) NINDSOR, CONN. (5NEET 3� SCALE: I" =40' SEPT. 5 O
O (/ INV. 242.9 f 1963 PREPARED B Y IVA rDEN L GRl5NOL D C.E (n
� sex - SANITARY SEWER SERVICE LINE � APPROX. LOCATION x255.0 'Y
- SQ - SANITARY SEWER LINE, ABANDONED OF 5EPTIC FIELD �� s r d 24" AS" - �2�2 Pv� Q� (VERIFY IN FIELD) -
O �� / 2. NO. CLINTON DRIVE SOUTH NIND50R, CONN. DATE TE DEC. >
® SANITARY SEWER MANHOLE (REMOVE) N6 � /� t/ 231 /965 SCALE l" = 4 W0' PREPARED BY IVAYDEN L. Iu
STORM SEWER ss G
� - - GR/SNOL D C.E.
Dx STORM DRAIN PIPE
9 - Do - STORM DRAIN PIPE, ABANDONED FF x252.6
RLx - ROOF LEADER
co°Q UD - UNDERDRAIN N/F STORM DRAIN MANHOLE / NILLIAM Al. 4t VIR61NA ATKINSON
' x251.8 w
(VOL. 1536 PG. 105� a
0 CURB INLET
❑❑ CATCH BASIN `� TF=250.90 s ��� SURVEY NOTES:
O
1° TOPOGRAPHY INV=245.75 Z
- - - -- 95- -- - - CONTOUR 1.P. �B /. TH/5 SURVEY AND MAP NA5 BEEN PREPARED PURSUANT TO 0
IT
X61.95 SPOT ELEVATION / TF=250.70 THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS
WETLANDS / * NOTE: REMOVE EXISTING SUBSURFACE SEWAGE �-- a
20-"L?-1 TNRU 20-3006-20 AND THE "STANDARDS FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
DISPOSAL SYSTEM PER REQUIREMENTS OF THE TFN ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND Z _.1
WETLANDS LINE CONNECTICUT PUBLIC HEALTH CODE TF=25/.37 a
SURVEYORS INC. ON SEPTEMBER 26 /996. W
/ /NV=243.85 � o
TYPE OF SURVEY 15 AN IMPROVEMENT LOCATION SURVEY - W Z `''
/ ����� �i � PRPO5ED - AND lS INTENDED TO DEPICT T!-lE LOCATION
/ ,`� OF.CON*' ��',. OF EXISTING CONDI TIONS RELA TI VE TO PROPERTY LINES. > 0 o
'�� TN/S IS A DEPENDENT RESURVEY BASED ON MAP
p. _ REFERENCE
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,o , • HORIZONTAL ACCURACY 1%EET5 CLASS A-2 STANDARDS
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�A AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS.
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�'�sSJDNAL ENG.`•
TO MY KNOWLEDGE AND BELIEF, T1415 MAP lS SUBSTANTIALLY CORRECT
A5 NO E HEREON SHEET
� -- �� 12327 vl-1
LAWRENCE R. 6EI55LERI JR., L.S. L IC. N0.
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e WATER METER x262, C �c \ I. PROPERTY lS IN THE AA-30 ZONE. - j O
2. PARCEL CONTAINS 331545 SOURRE FEET OR O.777 ACRES. oa 0 't=
FIRE HYDRANT , ��... / 3. APPROXIMA TE LOCA TION OF SEPTIC 5 rS TEI'9 TAKEN FROl7 AN O H V
LIQUID FUEL � " -262_ -\til `� S ��
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LFX MAIN LIQUID FUEL LINE N/F ' 4. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS Q a C O
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X (VOL, 623 FG. 222� �` s � °
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x 26/O SGs. / TF=255.99 MUS T BE CONSIDERED AS APPROX111A TE IN NA TUBE. j
` -260- "� \ �(Q INV=252.10 ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON THE -� O
lX - IRRIGATION LINES , �8!63srF w SITE, THE EXISTENCE OF WNICN ARE UNKNOWN TO DESIGN
/h S PROFESSIONALS, INC. T14E SIZE, LOCATION AND EXISTENCE OF
LIGHTING 53 6 ,w 1 x259.7 k
POLE MOUNTED LIGHT N CB ALL SUCH FEATURES MUST BE FIELD DETERI9/NED AND
x258.9 q� TF=256.07 VERIFIED BY THE APPROPRIATE AUTNORITIES PRIOR TO m m o
GROUND MOUNTED LIGHT / ; INV=252.41 \ ` CONSTRUCT/ON.
�`� 5. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR °
• � a [o 0 0 0 l o � tzi J
NATURAL GAS � x.260.5 6+ Sk UNDERGROUND UTILITY l IARKING AT LEAST TWO FULL WORKING
' DAYS PRIOR TO START OF CONSTRUCTION: 1-800-922-4455 OR
G GAS MAIN � + 1 \� WXW.CBYD.001'7.
CA f \
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Go GAS LINE, ABANDONED ' rp�O SA_ INV=243.0/
POWER w x x 259
260.9 / x255,
��T .0 / ` DISC PION.
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S 9
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TREE N/F y� O S 0.02 MINIMUM
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/VOL. 2045 FG. 98) �' l / (REMOVE) 2.4" MAPLE l'/AP REFERENCES:
w SANITARY SEWER ( `tt..�•s'' _ Z
- SANITARY SEWER MAIN / \ EX. SEWER \ I. 1'lAP OF OAKRIDGE ESTATES FOSTER STREET SOUTH
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4 SSX- SANITARY SEWER SERVICE LINE APPROX. LOCATION x255,0 �
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/ `� ((�� / 2. NO. CLINTON DRIVE 5OUTN WINDSOR, CONN. DATE DEC. W
s0 SANITARY SEWER MANHOLE (REMOVE) /j
STORM SEWER �V6ss93y' / �/ � �+ 23 GR15NOLD C.E. Ill - 40' PREPARED BY NAYDEN L. ce
DX - STORM DRAIN PIPE 15" NAB NUT
- Do - STORM DRAIN PIPE, ABANDONED .��c� x252.6 /
- RLx - ROOF LEADER
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N ® CURB INLET �} Q
1
no CATCH BASIN iS
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-- -- - 95- =- -- CONTOUR
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X61.95 SPOT ELEVATION / F 250.70 THE REGULATIONS OF CONNECTICUT STATE AGENCIE5 SECTIONS z
20-300b-I TNRU 20-300b-20 AND THE "STANDARDS FOR
WETLANDS / * NOTE: REMOVE EXISTING SUBSURFACE SEWAGE SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" A Q
A A DISPOSAL SYSTEM PER REQUIREMENTS OF THE 5171-1 ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND Z _I
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CONNECTICUT PUBLIC HEALTH CODE // INV=243.85 SURVEYORS, INC. ON SEPTEMBER 261 1996. Q.
0
• TYPE OF SURVEY 15 AN 1PIPROVE71ENT LOCATION SURVEY - Z N
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ex
lao
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�; ....... ,} ' �' ., � Fly`,•-� REFERENCE #l. a O
„o n kORIZONTAL ACCURACY NEET5 CLA55 A-2 STANDARDS �_ O Lij
AND VERTICAL ACCURACY MEETS CLA55 T-2 STANDARDS. J U
TO 11Y KNONL EDGE AND BELIEF, T1415 MAP 15 SUBS TANTIALL Y CORRECT
AS NO E HEREON. SHEET
{ -�-- 12327 vl l
6 LANRENCE R. GE155LERI JR., L.S. L 1C. NO.
202000742 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER CERTIFICATE OF OCCUPANCY
DATE: 06/21/202 l FEE:
GIS ID:21300100 ZONE: RESIDENTIAL AA-30
MUNIS APPLICATION # 201201233
THIS IS TO CERTIFY THAT 100 CLINTON DRIVE UNDER APPLICATION NUMBER 201201233
CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE
ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS
INDICATED BELOW:
APPROVED FOR OCCUPANCY FINISH BASEMENT FOR STORAGE.
FRAMING AND DRYWALL.
SPECIAL CONDITIONS
NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM
THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
6/21/2021 3:00 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY
1500378 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/22/2015
GIS ID:21300100 FEE: 210.00
MUNIS APPLICATION# 201500858 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: TEDFORD THOMAS J& LUCHIANNA M ADDRESS: 100 CLINTON DRIVE
ADDRESS: 100 CLINTON DRIVE' OWNER: TEDFORD THOMAS J&LUCHIANNA M
SOUTH WINDSOR,CT 06074 34 100 CLINTON DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: 12 X 20 POOL SHED.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/22/2015 12:29 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
14000328 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/17/2014
GIS ID:21300100 FEE: 270.00
MUNIS APPLICATION# 201400854 BUILDING DESCRIPTION:
APPLICANT .r LOCATION
NAME: VERNON POOLMAN ADDRESS: 100 CLINTON DRIVE
ADDRESS: 540 TALCOTTVILLE ROAD OWNER: TEDFORD THOMAS J&LUCHIANNA M
VERNON ROCKVII LLE,CT 06066"' a�' OL
'`"� 100 CLINTON DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: IN 4LL 18 X 36 INGROUND POOL AND FENCE.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: � e¢ BUILDING OFFICIAL
7/17/2014 3:35 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
12000545 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 10/03/12
GIS ID:21300100 FEE: 240.00
MUNIS APPLICATION# 201201233 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: TOP TO BOTTOM HOME REMODELING ADDRESS: 100 CLINTON DRIVE
ADDRESS: 889 SILVER LANE OWNER: TEDFORD THOMAS J&LUCHIANNA M
EAST HARTFORD,CT 06118 100 CLINTON DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: FINISH BASEMENT FOR STORAGE.
FRAMING AND DRYWALL.
SPECIAL CONDITIONS: §"
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
10/3/2012 12:33 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1400272
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 07/23/2014
GIS ID: 21300100 FEE: 30.00
MUNIS APPLICATION# 201400854 BUILDING DESCRIPTION:
APPLICAN LOCATION
NAME: MCGILL ELECTRIC C� ADDRESS: 100 CLINTON DRIVE
ADDRESS: 16 HEBRON ROAD OWNER: TEDFORD THOMAS J& LUCHIANNA M
BOLTON,CT 06043 t ' 100 CLINTON DRIVE
SOUTH,WINDSOR,CT 06074
DESCRIPTION OF WORK: IN TALL 18 X 36 INGROUND POOL AND FENCE.
WIRE NEW POOL PUMP,GROUND POOL,AND EQUIPMENT.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/23/2014 4:28 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200138 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 05/07/12
GIS ID:21300100 FEE: 45.00
MUNIS APPLICATION# 201200475 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ACKERT ELECTRIC ADDRESS: 100 CLINTON DRIVE
ADDRESS: P.O.BOX 406 OWNER: TEDFORD THOMAS J&LUCHIANNA M
COVENTRY,CT 062W" -100 CLINTON DRIVE
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: SERVICE UPGRADE TO 200 AMPS.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
5/7/2012 3:08 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200381 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 10/17/12
GIS ID:21300100 FEE: 45.00
MUNIS APPLICATION# 201201233 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ACKERT ELECTRIC ADDRESS: 100 CLINTON DRIVE
ADDRESS: P.O.BOX 406 OWNER: TEDFORD THOMAS J&LUCHIANNA M
COVENTRY,CT 06238 =100,.CLINTON DRIVE
y
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: FINISH BASEMENT FOR STORAGE:
FRAMING AND DRYWALL.
WIRING OF BASEMENT.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
10/17/2012 2:56 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE