HomeMy WebLinkAbout25 SUMMERWIND DR APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT
APP 1540 SULLIVAN AVENUE
iI=.IF$.IPp 644-2511.ext. 230 Bldg:Permit#
Date . Building Inspector .
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Application must be printed or typed
FEE SCHEDULE / Location of Job-
$041,000=$15.00 ZJ cc>
Over$1,000= Street No. Street Lot No.
$15.00.per$1,000
or any fraction thereof Tenant Designation Apt:No.
l
APPLICANT C��� 3
APPLICANT ADDRESS
APPLICANT'S PHONE# cf
OWNER r e+ .� �.l
�� N 3 < OWNER ADDRESS z S" vLf
O F OWNER PHONE 5--4 0
C ESTIMATED COST$ m
a U IS THIS A CONTRACT COST? es No
�j C.10
FEE ENCLOSED-$ �b —
v 0
TYPE OF JOB: _ 3*5
OR-COS ew Installation
Alteration/Addition/Repair
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
❑ 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
NUMBFM OF LIGHT CIRCUIT'S NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMMER OF HEAT CIRCUITS
NUMBER`OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST-BE SUBMITTED.
DESCRIPTION OF WORK
THE UNDERSIGNED HEARBYAPPLIES 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
67
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OFAPPLICANT
DATE l
QH� �a3pp,,���� (G v o2
�wi �W 1 H rd lnduscr;a;L�-:X
A Hayward Irdtrmw,Utc.CmWnl. CWm!2_mggpp 270 t 2
www h"rdnet.cor
CERTIFICATION OF COMPLIANCE
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Contains: WGIO48E or WG1048EW Description: 8"Round Suction Outlet Cover
Ratings: Floor. 125 GPM Wall: 72 GPM
Ccrrificd to Comply with Section 1404 of the Virginia n � Spa
Safety
gi Crraeme Baker Act(VGB)Pool&Spa Safety Act
Test Results can be obtained from:www Havwardnet com and/or httoJlwww nsforg/CertifiedlPoolt
%,Iantrfactured:After December 20,2008, by Hayward Pool Products in Jiangsu
5-:99 Province,China and
C lcmmons,NC Divisions of Hayward Industries,Tnc. 620 Division Street, Elizabeth,NJ 07207,Phone 908-
Date of 4tfr:The Lot Dumber shown on the product label contains the Year&Month of man
fast number represents the year(ex 8-2008)and the second character the month (A=Jan,B—Feb,A—_Aug,I is
skipped.J=Sep,etc)
T::ted w A.NSLIASME 112-19.8-2007(addendum 8a-2008)per Section 1404 of the Virginia Graeax Baku 'Act(VGB)Pool&Spa Safety Act. Certified by NSF international, 799 N.Dixboro Road,
48:=05 1(800)-NSF-MARK. Ann Arbor,MI.
:_:. of Installation:
ISWGI048COC Rev B i
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6"
--'~+ SPACING BETWEEN �+—
M OUNTiNG HOILES
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USED ON FOLLOWING SERIES:
0p 00 0 WG1030AVPAK2 SP1030AVPAK2
000 00
0 00 WG1048AVPAK2 SP1048AVPAK2
_ o
0040p 000�0000 WG1049AVPAK2 SP1049AVPAK2
GuTtEi J 0000 WG1051AVPAK2 SP1031AVPAK2
048f= 000p 0000 WGt '052AVPAK2 SP1032AVPAK2
00000 WG1053AVPAK2 SP1053AVPAK2
000000 WG1054AVPAK2 SP1054AVPAK2
0000 000 WG1153AVPAK2 SP1133AVPAK2
WG1154AVPAK2 SPi154AVPAK2
G FLU
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One source. Eve►;-p^
►'G _.__......1 ~_ 2000/2050 SERIES 2 RADIUS RECTANGLE 1$ x 36 1••"'4kda'rrtDow
• I-rt�ay. 1�,.,�
..•.._._.... .._'._..... ���t11`A �I rtwYtiNi Onanaur.NC 7;ri1
.. ._. _.......__........_.._......_._......._._....._._....._�. AttaynanitaeurtMca,e.oap,m,
etr asartatt W DOS{DRAIN IS PURNIS1119D
a•ierrtwtir•anasi"'" ASMttAIIs l9 tt AT 3'0"MIN APART �� c ee CN RTMCAT[ON OF COMPLIANCE
rwt�.ttwaostat " Contains:WGI04M of WG1048XW Datorfptiou:8"Round Suction fkukct(-A-^w
t•N -4 .ts•aa x.r enArac rya Rxtlrgr:Floor:, WU.
ue aoa.!�'• .. e•ateauatr 1 �_�� _.__._... a_.._Y_ _ _ ____ •rr.anrr rvu eent6d e ro(' wh•• 0 y1'h� �ZAMOW_.CPw Ana: _j,l�pq*
ruarx a•aaw �y h Section 1404 of W V iryloia Oram•Biktat Act(VGB)Pool A Spa Safety Act
eras +♦twttwu► �^ •_ �,• • an „ Tat Results cot be WAitud lknrtt
s»ac3irlmm[slnalw muVa h1gt1!tTs»Y t11LotYLClatiLLs�Pep�(
IMaMrtana M
ass rtt4+rsatnssa 4• Mitnt0e Brad•Amer December 20,206,by kltly%vd Pool Products is 7iiewu Provisee,Cum and
awe rruw � t •�{ a Ci•mmom,NC Divisions ornaywanl t"j4ricr,be..620 D1vls(on Strout,Rlimbeth,Ni o7107,Ibota 9os•
ate awrw+aw� - • N 355.7995
ottw •twrryw � �� r
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eras teccersnwM•sst Dust of Mfr:The LottJtsnbnr sitov+n an the Product lebai conwiro the Year&Mouth of trataufuiore.The
*4 631 IWAO t rePrerema tht yter Ox 6-1Wr)emt the wooed cboacter the month(A")an,I34eb,H-Aub,1 N
.ma Barr akrryrul J-Sap ctc)
GAP trs e
we a I- * ~ w a - Tested to ANSI(ASME 112,19.8.2007(addeoduoo 8a-2oos)per Sation 1404 orthe v4Sitii Grans Rdnr
sae retrn r • Act VOMPool lk 5 e S• rrtvt \ s ( p etbry Act tlfi C•ted by NSP Interuetlosd,769 N.Uhboro Rand,Am Atbst,M!.
48103 f(
"in I�Ittaroatmt tt00)•NSP-hfARiC
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-- STANfA1RDNO110:
pillP ! --- 111SB 2"SCNF1xN1140 PVC 111PO FXM MAIN DRAW OR SUCTION OUTLIIT UMS
2'nIR FLUOR DRAIN MWTS 7101 REQUIRP.MCNTS OF AMSI/ASME A113.19.i4OW to
FOR AN77•14AIR AND BODY ENIRAPMFNT AND ANSI/ASP-7 2006 STANDARD
2 7. lov,,,,r t 31M DRA WINO WILL SUPi'tJOAPXr CONTRA(.`rTJR3 MA WINO ON FILR
F:t� es►teAeAr�ttsrlseee iesret73tl
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Sounds alarm if childm or pets fall into your Pool
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'HE COMPLETE "POOL PATROL" POOL & SPA SECURITY
YSTEM
he Pool Patrol Poo/ Alarm
I
3TM (The Pool Patrol meets the requirements of ASTM Standard F 2208)
I
• Meets Requirements of
ASTM Safety Specificatio!
F2208-07
• Easy to install with no
damage to your pool
• Adjustable sensitivity to
E Easy to beta l covivenient to use reduce false alarms
All IllelpS to detect iatraders • 9 volt battery powered
> a Floats On' pooli surface • Low battery indicator
Battery powered ■Low battery indka#or • The only floating alarm°th<
i Corrosion meets ASTM Safety
�- resistafd Specifications
for life Works ir. any type, shape,
■Ideal for both or size pool or spa
hi-ground and • Also protects commercial
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Pools • New advance
Also-p�iats microprocessor design
wrm L_ commercial
spas • Latest RF technology
WWTE
ECEM
�°u • In house remote receiver
' r' x • Alarms at 85+ dB at 10 fe,
� _ A
• One alarm can monitor a
mom "` M=E W T"I USA
20' x 40' pool
• Multiple alarms can be
used In larger pools
• Alarm can be used within
solar cover
• Will detect children, pets,
or objects 15 lbs or larg r.
SELF CONTAINED UNIT WITH LOCAL SOUNDER
ALSO TRANSMITS TO OUR REMOTE RECEIVER(ASTM)
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Poolguard Alarms:
•Pool Alarm—Modei PG: DOOR ALARM - Model DAPT-WT - SOUNDS IMMEDIATELY!
•Pool Alarm—Model PGRM-SB
• Gate Alarm
Door Alarms -NEW _
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(Sounds immediately) .
Other information:
• Contact Us
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•News From Pooled
•Warranty Reala ration
• III
POOLGUARDlPSM INDUSTRIES,INC.
has been manufacturing pool alarms,door • UL Listed to UL 2017
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Poolguard products are proudly Made In Y
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under UL 2017.The majority of children thru feature
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first and Pooiguard's Door Alarm can help
Easy to Install
protect those doors.Adult pass through
feature allows 15 seconds for adults to • Important safety alarm for doors
pass through the door without the alarm • Complies with barrier codes
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• Battery powered
• Automatic reset
POOLGUARD DOOR ALARM WITH WIRELESS FEATURE
1 Year Warranty
Compiles with all building codes
Loud SUB horn(at 10 feet)
http://www.pooiguard.com/door-wireless-asp V2
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• The Door Alarm will sound immediately when a child opens the door,and
will continue to sound if the door is left open. If a child goes through the
door and doses it,the alarm will sound for 5 minutes and then
automatically reset.
• Pooiguard Door Alarm Model DAFT-WT is equipped with an Outdoor
Wireless Transmitter that allows adults to enter the home from the outside
without the alarm sounding and is easy to Instal'.
• The Door Alarr, is always on and will automatically reset under all
conditions.
• Pooiguard Door Alarm is equipped with an adult pass through feature that
will allow aduits to go through the door without the alarm sounding.
• Optional screen door kits can be purchased for the alarm,this kit allows
you to get air through your screen door without the alarm sounding.
• Pociguard Door Alarm uses one 9-volt battery, (not nduded)with a battery Ilfe
o°approxjm. te,`v S months.
• The Door AJarrn is equipped with a low battery indicator that will audibly
alert you when your battery is getting low.
• Pooiguard is the only door alarm that is UL listed under UL 2017 for water
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lli best fir.-3-LQT dhaialink eric YV7S s ztms a .:',. le_
Spectra is the pufect choice for property owners who need the
strength and protection of a chain-lick fence system plus an
appearance that blends in beausfully with the environment.
Spectre defines property limes,cmioses animals,as well as
protects and adds value to any Property.For added.privacy,
choose from client types of decorative polyethylene slats Sierra Brown iVdid t Back Forest Green
tinted to match the shades Of*caa color 23rr-lTiflC *+«c: 1}x to c:mn na, L$t13IIClS and liras to the roduc—
pfOCG4i,CO108 iffiC Part fi'OQi rhis rrDCiRM C06lt]CS Mw=R2ko'or
actual eobt crap?a.
Chain-link Fabric Framework
ira l chloride extruded Spectra hest izei
Spectra poll-vinyl cv�zinc-coated steel PeC �. n resin,3 mils minim,over gaivan
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extruded and adhered to,zinc-coated steel wire per MVnVh of 50'WO'PSI-Protective coating Fes ASTM.F
YP
ASTM F 668 C'Lass 2a e' 1043;external coating Type$,zinc with organic overcoat,
0.9 ounces-per s4uare foot minimum zinc coating with
ugc 8 arxl 9 finish chromate conversion coating and verifiable 7mer film
� le poly
ash 2`and 1-1./4`pool mesh op Rail 1-318`O.D.Spectra 16 or 11 Ga.pipe
eights 3',42",41,5'and 6` Line Posts 1-518"or 1-718^O.D.Spectra I6 Ga.pipe
SelKnuckled top and borrom ap to 5'high twiste and
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� Imuckled 6'high o 1- ,8`or 2-3/8"O.D.Spectra 16 Ga pipe
F} SwingGates
erasion and Brace oiymer coating 6 mils ttiusn;oQet same_ _ gauge as chain-link selected
vaaized preyed heel
Eye Tops, ols trier-coar—6 mils minimum,over hot-d' 1-3,'8'x 1-5, `O.D.for
Ends vanized erred alurainm gates
leeves °lytaer coating.6 mils minim,over-hot dtpped
anized steel
it WMs olymer roam-9.6 mils talri ,aQer_-inc-coal
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N11meerial
January
MANUFACTURING2013
edlbon
Mountain Pond
22' x 36' Left A fe° 23-tOq a7B 3/a• 3ss-
K
FA
ro c J
36' •
19, 19
9R S� 9R A 19' 19, B
A er 6'3' B
FR10' R10'
1ORR 1ORR
5'21/4" 11-4 621/4'
9R 9R R9'
8'3' 21' 63'
X Y
18'-10k
9R 9R
S" 21'11.4 1 8.3" G
R7
2T"d 15-T' 18'-9" CENTERLAIE
78 27 101• ir4 16' T E 18-5•
9R 9R
8.3• 1S-T 8'3" 19, 17
1 T-84'
11'4 W z
tORR 1ORR
L 9R 5'21/4' 62 114" 63" J D C D
C 6'9' 9R 9R
93' 9-17' 8.3- RIO'
T—A-FRAME BRACE
DIVING PERMITTED ONLY FROM
DESIGNATED DIVING AREA.
t around entire er,minimum Ir FROM A To: FROM B 7o: FROM C To: FROM D To: FROM T To: FROM U TO: ll
1.Pour 2500 P.S.I.concrete footing perirnet .
degP, E 15'-10' E 30'41/2' E 12'$3/4' E 28'-t012' E 9' E 2T{t/4•
2.Back fin with clean earth,free of roots and debris. F 30'4 1/T F 15'-10" F 28'-101/2• F t2'-0 314' F 2T•6 T4" F 9'
3.Y wide concrete deck Is to be poured at least 3'thickness and a slope o 29-3 3/4' O 20'-3 3/4• O 274 3/4" O 274 314' o ,8'-7 3/4" O t 8W 314'
ofY.'to 1'away from the pool. H 34'-9 12' H 34'-91/2" H ,9'-9' H t9'9' H 24W 314" H 24'-7 3/4"
4.Al Inside pod dimensions are to be finished dimensions. J W-612" J 30'-8 1/2" J 28'-0' J 41'-0 114• J 19'-10" J 35'-0112-
5.Finished bottom is to be 2•minimum of suitable material or undishrbed K 39-8 10 K W-61/7 K 41 -0 114- K 28'-0' K 35-01/2" K 17-10"
earth. W 24'-912" W 31'-3' W 13*4112" W 23'-21/4" W 15'•61/4" W 24'-0'
8.A safety Ilne,with buoys,k b be permanently attached 1'0"b the X 8•-rJ" X 29'-0 1l4' X 19'-0' X 33'-10 t/4' X 11'-9 12• X 30'-0 314'
shallow side of the point of first slope ct>m>9e. Y 29'-0 1/4' Y 8'9 Y 33-10 1/4• Y t 9�' Y 30'-0 3/4" Y 1 t'912'
7.Construction Drawing: Different methods and precautions may be Z 37'3' Z 24'912' Z 23'-2 1/4' Z 13'J 12" Z 24'-0• Z 15'S1/4•
dictated by various ground conditions.This Is to be determined by and
Is the responsibility of the contractor who Is not an agent of the
manufacturer of the component parts.
S.Installation Is to be done in accordance with all federal,state and local
building codes,as well as ANSI/APSP suggested standards.
The boeam Q ft ad^Mom+mOmM wile Q—t ANSI/APSP agae.kd mHnm
75
Is Mao. W.�, So* Volume: 20100 gal � 76100 L Perimeter: 96'-2" � 29.31 m Surface Area: 609.08 ft 2 � 56.58 m2 Liner Sq.Ft.. 655.8750
l
Q1 m e ri a l January ISS
0327.11/2'
ro: FROM B TO: FROM C To: FROM D To: FROM TTo: FROM U ro:2013 FREEFEFT 5046 OFILLER /4' C 42'-6 3/4• B 42'S 3/4' A 47-0 3/4' N1 23'-1 1/4' N1 28'-9 3/4'
U RIGHT-04611 /4' N1 36-5 N1 16'-11' N1 24'-1 1l2' P 1 t'.3 3/4" P 26'-11 1/2•
/7 P 2TS 1fZ' P ITS 12' P 30'-0 3/4' P1 13'-9 3/4• Pf 28•-1•BTAn 4' P1 26'-8' Pf 21'-0 1/7tRx 1 Pf 37J1/4' D 26'-4 112' 16'S1l7
PM U ' Q 17-7 1/4- 0 31'-2 114" Q 23'S 3/4- R 1 V-1 3/4" R 26•-10 Irr
4' R 31'-11 1/4' R 10'-9 3/4• R 26'-9' R1 13•S• Rf -7-163/4-
W /4" R1 34t-4 Rf 10' R1 26'St/4' S 25'4 3/4- S 14'11 1/7 9Rx 15'WSTEEL STAIR OPTION
Mountain Pond F g 2 S 1 24'S 1/2' IS 24' S 17S 1/7 9R
rn a • 2Y2• T 13'-0 1/4' T 38'S 1/4•/4' T 9' T 3TS 1/4" 3'9 3/4'
22' x 36' Left 34• ,3'-0, 3TS,14- 0 9'
x POOL
w .
PART DESCRIPTION PART# i m
9'RADIUS PLAIN PANEL•6-3' 04170 T2 -1
7
9R 9R
g'RADIUS SKIMMER PANEL-B3' 04172 1 A 6,3• 63• B
9'RADIUS RETURN PANEL-6'3' 04176 2 II— 7�•
9'RADIUS PLAIN PANEL-47 114' 0"42 , I 1 ORR 1 ORR 16'-9'
9'RADIUS PLAIN PANEL-3'93/4• 04175 1 521/4' 5*21/4' F
T RADIUS PLAIN PANEL-3.6 1/7 04303 1 9R 9R Q 9R
10'REV.RADIUS PANEL-52 114• 04300 4 4 4 6 3 P1 6'3' U
6 3'
ADJUSTABLE A-FRAME 04223 7 7 9 _ _
9'R x 15'W STEEL STAIR 040328 1 2.42 4'-2i1
8'RADIUS STEP-N-REST 07418RSNR 1 9R 2'
3*11/2" ,T-,1�• R9'
NUT&BOLT PAK.75 pa PAK-75 gR P o b 9R
NUT&BOLT PAK-100 pas PAK-100 2 2 2 6'3' c 6'3'
�ro o
9'RADIUS LIGHT PANEL-6'3' 04444 `� �
9'RADIUS PLAIN PANEL-3'1 1/7 04173 27.044' 3} I 4
9R 9• 4 6 E 7—}-2' 7 7 7 2' 7 12'-5d- 31•
LIGHT6'3" T 18 I — — 9R
T � F CENTERLINE U fi 3 Y6 112"
7-10' 9R R9'
9R 6'3' n e 9R 8'RADIUS PLASTIC STEP OPTION
3'11/7 R '` R9' 67
9R
4'-0�- S 6 3'
L 9R1ORR 1ORR
63' '3 R1 5'2114' S'21/4• 9R
8'3'
C 9R 11- 9R 83• D 10'-24' 9R
63• T-8o Rt0' 6'3' 4'71/4•
R 14'
15•-T
DIVING PERMITTED on Y FROM T—A FRAME BRACE '
H
DESIGNATED DIVING AREA. 4'�'
N1
1.Pour 2500 P.S.I.concrete footing around entire perimeter,minimum 8' 36'-`l• r--18 Rg,
deep. 33., "d
2.Back fill with clean earth,free of roots and debris. 76,�1•
3.3'wide concrete deck Is to be poured at least 3"thickness and a slope Lit, 7 rANdlxd 3,�. d
of Y.'to 1'away from the pool. A PREPARED 3'-4'
4.Ali inside pool dimensions are to be finished dimensions. •u�yo„d POW s- BOTTOM
5.Finished bottom is to be 2•minimum of suitable material or undisturbed 8 m.wewErnMop w 8' 9R
earth. ANSVN va2mr 6'3'
uure�raa.
6.A safety line,with buoys,is to be permanently attached 1'0'to the 9R 6'3'shallow side of the point of first slope change.
.Construct Drawing. Different
ds
precautions may be
7 dictated by vario s ground conditions.o This s to be determined by and 4 -6 1 14 17�`d• L 4' I 1 Or- I 4'
is the responsibility of the contractor who Is not an agent of the BACK BOTTOM SLOPE SHALLOW SIDE BOTTOM SIDE
manufacturer of the component parts. WALL PAD END WALL PAD WALL
8.Installation is to be done in accordance with all federal,state and local
building`odes,as well as ANSI/APSP suggested standards. ALL DIMENSIONS ARE FINISH DIMENSIONS
Tine honan oonngwEron shown co fo wRh—1 ANSI/APSP s;gg_bm mwn„m
91,rneaes ro Poob Eppmvea toy�x whin man,,<Eon,.Ee elwg Equ4ment,n aning ea,pnle�l
i4 in6tElk0,101bw ME-11Pment manuraotumrs mtENgon,wE BM yrEly wp,ctjpn_ VOIUme. 20100 9aI 76100 L Perimeter: 96'-2" / 29.31 m Surface Area: 609.08 ft 2 / 56.58 m2 Liner Sq. Ft.: 655.8750 74
cwWwwwomwa M%feft 7 NOMINAL
rogunft aw -, Main Drain/ Suction Ping
Oda'Ad by Vai"VWW I 4"WK CONCRETE DECK MAX
cmd0cm This b to be /--O=pd MIMMUM)
d" m biwwbft 86 GPM
3
is rMt M qwlt cc ft ff"%dpaw RATED FOR
MAX MAX 125 GPM Hayward 8"
PiLL RACK14LLTO BE 2.8 FPS 2.8 FPS
is to be "d In NON4DPANUM SOL UNDISTURBED Round Cover
wMag ad.d,oft
W4 low bAft 0ow as we as
AXIII-LIN.S.P.LWWWW
VwMwft
(See Pump
ADAWASM Curve Max
A-FRAME GPM 0 48
VOM UNER To Pump MH is 86
V HK CONCRETE
COUAR MOUND FUI GPM)
?MIN.R.L pmv&-TEA OF POOL 2-5" pipe MAX
C25W Pei MINIMUM)
POOL Wnrom 5.6 FPS
7.6'OVFREXGYATION
OF CON
sio
To: Charles and Patricia Toce, Liberty Bank and Connecticut Attorneys Title
Insurance Company
This survey was conducted on the ground on date and that to my knowledge and
belief this map is substantially correct as noted hereon and that unless otherwise
depicted or noted hereon: A) All buildings have been located; B) Buildings do
not encroach over street, title or easement lines; C) Buildings do not violate
municipal setback requirements or deed restrictions pertaining to the location of
buildings; D) There are no encroachments or projections on or over the property or
on easements appurtenant to the same by buildings or improvements erected on
adjacent lands: E) The property is not located within a FEMA flood hazard zone; FL.= 251.0
and F) There are no easements or encroachments affecting this property from a SAN. FL-- 248 f
careful inspection of the same; other than those depicted or noted hereon.
SUMMERWIND
N h6 0 0 eV
8" WATER MAIN
�! 8° SAN. P.V.C.
15" RCP .._ 0
FL=250 25 N 20d 0'22 �� Se
I.PSet I '1.53' / / Id CLBP EASEMENT
m
6 SAN.
FL.:252.0 1 1 ,
FL250.7 It 1 In NI 50' B L. UNDERGROUND ELECTRIC SERVICE
N/F GEORGE A. 13 JOAN E M ;;s
GOODRIDGE ° 24 40.0. d LOT 64
4.1
6" PVC FOOTING 6 ROOF two 2 STORY FRAME cs � � N/F LA CAVA
DRAIN of FFs 264.67 2.1 rn CONSTRUCTION CO.
N
F.L.=252.5 = 40.0' N 1
co
DECK t'� 11
0 1
1 1
\ \ C I I
\ I.P 1 I
Fnd �� �\ C)D
m f1 1 U
DRAINAGE EASEMENT ° 20'
1
IN FAVOR OF LOT 60 \� Set a LOT 65 �10,11
y
`\ 1 LP.Fnd
CB I I
N/F \� T.F.=2 54.7 1 1 1
1 1
JAF 61 JEANNE D. CHIANG F.L.=251.55 �44• 1
S 9-.. I I LOT 61
110 I
\ 1010 I l N/F LA CAVA
1
N 1 2 tr r I CONSTRUCTION CO.
N I 1
1I.P NOTE:
m ,Fnd THIS DRAWING HAS BEEN PREPARED IN PART
LOT 60 0 ON THE BASIS OF A UNITED INVESTIGATION
OF SUBSURFACE CONDITIONS. THE SURVEYOR
N/F L A CAVA WILL NOT BE RESPONSIBLE FOR ANY ERRORS
CONSTRUCTION co. OR OMISSIONS PERTAINING TO SUBSURFACE
Nam: CONDITIONS INCORPORATED INTO THIS DOCUMENT.
1. THIS SURVEY 'HAS BEEN PREPARED IN ACCORDANCE WITH THE "MINIMUM ABSOLUTELY NO DIGGING SHOULD TAKE PLACE
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUr AS WITHOUT FIRST ACCURATELY LOCATING ALL
APPROVED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. FACILITIES.
EYORS
EFFECTIVE JUNE 21, 1996. ZONING DATA
2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS
INTENDED TO DEPICT THE POSITION (HORIZONTALLY AND VERTICALLY) BETWEEN •OPEN SPACE SUBDIVISION AA-30 ZONE
EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE -AREA IS OUTSIDE OF 100 YEAR FLOOD LIMI
MUNICIPAL OR STATUTORY REQUIREMENTS. •LOT AREA = 24,786 S.F OR 0.569 AC..
3. Bp UNDARY DETERMINATION IS BASED-UPON A DEPENDENT, SURVEY.
4. 'THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2
WRTICAL ACCURACY. MAP REFERENCE :
5. rIS SURVEY IS NOT VAUD WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 61RIDGEFIELD, SECTION IV, PROPERTY OF
TOCMY KNOWLEDGE AND BELIEF THIS MAP IS ' LA CAVA CONSTRUCTION COMPANY, FELT ROA1
SUBSTANTIALLY CORRECT AS NOTED HEREON. RIDGEFIELD DRIVE , SUMMERWIND , SOUTH
' WINDSOR, CONNECTICUT, SCALE 1"=40',
DATE: DEC. 19ST BY J.H. MILLER , LS, PE.
"�I?I T 1 030 APPLICANT: LA CAVA CONSTRUCTION COMPANY
i eydJ'OHN H. MILLER, P.E., L.S. 185 SILAS DEANE HIGHWAY
qD Paj 18 6
UC. NO. 4142 WETHERSFIELD , CT 06109 563-3711
.... ,
6e2
Gf Ose jeniaen fi eWeV1v-t Designed D.E.S
2 12/10/96 AS BUILT _ Drawn E.T.J
1 9/3/96 DRAINAGE EASEMENT ADDED Consulting Engineers, Land Planners 8 Surveyors Checked T.L.0
563-9375 1
No. Date Description v 1137 Silas Deane Highway Wethersfield, Connecticut 06109 Scale I = 40_
Revisions Date 8i22i9s:
,.M0080•'�••, -.:,,,, PROPERTY OF
,00
Cf C.a!yy 4i�� •,�
IVVt
of
' ` _ ' LA CAVA CONSTRUCTION COMPANY sneer Na.
.%
SUMMERWIND
I" 9 0. 4142 0 �4 _ := No. 4142 , �r Of
LOT 65
do 0
yy4..NAL ''• ° SIIit - en11•ru w1unune - - - .,......�.......a..., Job No. .3352
JUir I U 1998
South Windsor
BUILDING DEPARTIMENT
10 TN2 BJ11Ci1fv' D1ri, TOW.'i
This certified that this plan and sprciflp,ti,,,;s •r, ;n,,
copies of the propotieq building or alterations
erected at
Str•rt
together with amendments stated in application t
.l d with plan and 1 agree to comply with all zon,I
su
Nuilding and stote laws and ch ordr rs as sh ill
,woad by the Building Department during pendon:y
.t +his ,application and final issua"lcp ♦rf �y,.yyy.,j
�rrmit.
SiRnedx_� ti+
This plan is approved subject to the condition that
orders and ordinances regulating building shall be
compbed with.
Conditionally Approved These filed with
Building Inspector Glerk
CERTIFICATION OF ZONING COMPLIANCE
Proposed building(s), use(s) andjor structures;
,s shown on this plan appc,,r(s) to be hi
,onformance with current South Wi.id•
egulations. Variances and special exception,
nay apply
Date ��
g rrement Officer.
FL.: 251.0
SAN. FL= 248 f RDWY. ELEV.= 259.8
SUMMERWIND
1 � �hro glb
8° WATER MAIN
to 8° SAN. P.V.C.
15" RCP f �0
CB i :` I P
FL=250.25 N 20d 0 P.2° E Set CONS'►'nUCT10N ENTRANCE
1 P �� 1 121.53' 10! CLBP EASEMENT
6 SAN.
/ t Z j(D WATER
\O
FL.=25 .0 I
F.L250.7 ! I 3 I to 50 B_ ,L.I +` UNDERGROUND ELECTRIC SERVICE
N/F GEORGE A. 8 JOAN E 1 40.0'
1 — 24' a WWI r �
GOODRIDGE
1 0 ' 40.0• c.F.-291" i LOT 64
6" PVC FOOTING 8 ROOF I to _ N/F LA CAVA
PROPOSED
DRAIN 1 HOUSE b ; 0) CONSTRUCTION CO.
F.L.=252.5 ! F.F.-262,5 y ;
� to � +• � Q, I i
t0 l
SILT FENCE EROSION AND rn �� a _ 0 1
SEDIMENTATION CONTROL '260
N O I 1
\ I.p \ 2� PROPOSED '\ = 1
Fnd I 0 TOPSOI.L I m 1
1U 6' �O' STOCKPILE ) 1
DRAINAGE EASEMENT
`` a t 20' � t
IN FAVOR OF LOT 60 \\ set tN L�T �65
LP.Fnd
\ CB
N/F \ T.F.=254.7 I I
� =L. 251.55
JAF a JEANNE D. CHIANG F. /4 1
9 IT �• i LOT 61
N 440/0'O?�� I N/F LA CAVA
I 1y. j CONSTRUCTION CO.
� N
CA
� N
11.P NOTE:
IFnd THIS DRAWING HAS BEEN PREPARED IN PAK
N ON THE BASIS OF A LIMITED INVESTIGATION
LOT 60 o OF SUBSURFACE CONDITIONS. THE SURVEYOI
N/F LA CAVA WILL NOT BE RESPONSIBLE FOR ANY ERROR
CONSTRUCTION CO. OR OMISSIONS PERTAINING TO SUBSURFACE �
NOTES: CONDITIONS INCORPORATED INTO THIS DOCUI
ABSOLUTELY NO DIGGING SHOULD TAKE PLA(
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE 'MINIMUM WITHOUT FIRST ACCURATELY LOCATING ALL
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS FACILITIES.
APPROVED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC.
EFFECTTVE JUNE 21, 1996. ZONING DATA
2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS
INTENDED TO DEPICT THE1)OSITION (HORIZONTALLY AND VERTICALLY) BETWEEN OUTSIDE
SPACE SUBDIVISION AA-30 ZONE
EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE -AREA i3 OUTSIDE OF 100 YEAR FLOOD
MUNICIPAL OR STATUTORY REQUIREMENTS. -LOT AREA = 24,786 S.F OR 0.569 AC.
3. 13OUNDARY DETERMINATION IS BASED UPON A DEPENDENT SURVEY.
4. 'THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2
11 MCAL ACCURACY. MAP REFERENCE :
5. ;THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 46RIDGEFIELD, SECTION IV, PROPERTY OF
LA CAVA CONSTRUCTION COMPANY, FELT
TO.MY KNOWLEDGE AND BELIEF THIS MAP IS. RIDGEFIELD DRIVE , SUMMERWIND , SOUTH
SUPSTANTIALLY CORRECT AS NOTED HEREON.
� WINDSOR, CONNECTICUT, SCALE I =40 ,
DATE: DEC. 1987 +t BY J. H. MILLER , LS
BY APPLICANT: LA CAVA CONSTRUCTION COMPA
JOHN H. MILLER, P.E., LS. 185 SILAS DEANE HIGHWAY
LIC. NO. 4142 WETHERSFIELD , CT 06109 563
� Designee
--- ---- --- L'• �>��1� lenialen I r t�118� Drawn _
IConsulting Engineers, Land Planners 8 Surveyors Checkec
I 9/3/96 DRAINAGE EASEMENT ADDED / 563-9375 ---
No. Date Description ��. 1137 Silas Deane Highway Wethersfield. Connecticut 06109 Scale I
Date is
Revisions
PROPERTY OF
',.. .�*.#' � Sheet N
'� �i CONIyE�.�� 110101 "a a'
f LA CAVA CONSTRUCTION COMPANY
.> - SUMMERWIND
FL.= 251.0
SAN. FL= 248 f RDWY. ELEV.-- 259.8
SUMMERWIND
N_
�h0 �bO
8" WATER MAIN
8" SAN. PVC
15" RCP f '
CB , I.P
_ FL=250.25 i N 20040 22" E Set CONSTRUCTION ENTRANCE
I.P 121.53 777
_ 10' CL6P EASEMENT
IT
6 SAN.
fir( I" WATER
FL.=25 .0
II N 50' BLI I
2 FL. 50.7 t 1 3 .-} \ UNDERGROUND ELECTRIC SERVICE
I \
N/F GEORGE A 8 JOAN E t �'; 40.0 \
GOODRIDGE 1 24�\ 54 TO1
o I 40.0' G.F.-2610 \�� LOT 64
6" PVC FOOTING 8 ROOF, I � m I N/F LA CAVA
DRAIN 4 N PROPOSED rouse 2 rn CONSTRUCTION CO.
F.L-=252 5-! 1 O F.F.-262.5 N
- --- --- rn N i
SILT FEfvCE EROSION AND \ vi 4.25• �\ 4 ca II
0
SEDIMENTATION CONTROL v 260 \ N I
\ N (0 1
OD
\ I.p ' �j ?S8 / PROPOSED 1 -
Fnd s\ / TOPSOI-L
DRAINAGE EASEMENT a 20 001k"
IN FAVOR OF LOT 60 \\ Se ��'t � LCT 165
CB �R 1
\ I I Y I
\ I I.P Fnd
t - —
N/ F \ T.F =254.7 I I 1
JAF & JEANNE D CHIANG FL =251 55
S 9)• 1 LOT 61
\ 440/0, I N/F LA CAVA
ra I 0
I j 2 W I CONSTRUCTION CO
N 1
C N
m I I.P NOTE:
IFnd THIS DRAWING HAS BEEN PREPARED IN PART
LOT 60 o ON THE BASIS OF A LIMITED INVESTIGATION
0 OF SUBSURFACE CONDITIONS. THE SURVEYOR
N/F LA CAVA WILL NOT BE RESPONSIBLE FOR ANY ERRORS
CONSTRUCTION CO. OR OMISSIONS PERTAINING TO SUBSURFACE
NOTES: CONDITIONS INCORPORATED INTO THIS DOCUMENT.
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE 'MINIMUM ABSOLUTELY NO DIGGING SHOULD TAKE PLACE
WITHOUT FIRST ACCURATELY LOCATING ALL
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' AS FACILITIES.
APPROVED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
EFFECTIVE JUNE 21, 1996. ZONING DATA
2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS - OPEN SPACE SUBDIVISION AA-30 ZONE
INTENDED TO DEPICT THE POSITION (HORIZONTALLY AND VERTICALLY) BETWEEN
EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE -AREA IS OUTSIDE OF 100 YEAR FLOOD LIMIT
MUNICIPAL OR STATUTORY REQUIREMENTS. -LOT AREA = 24,786 S.F OR 0.569 AC.
3. BOUNDARY DETERMINATION IS BASED UPON A DEPENDENT SURVEY.
4. THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2
WRTICAL ACCURACY. MAP REFERENCE
5. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. "RIDGEFIELD , SECTION IV, PROPERTY OF
LA CAVA CONSTRUCTION COMPANY , FELT ROAD,
TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RIDGEFIELD DRIVE , SUMMERWIND , SOUTH
CONNECTICUT, SCALE I"= 40',
DATE DEC 1987 BY J. H. MILLER , LS , PE
By?7 APPLICANT: LA CAVA CONSTRUCTION COMPANY
JOHN H. MILLER, P.E., L.S. 185 SILAS DEANE HIGHWAY
LIC. NO. 4142 WETHERSFIELD , CT 06109 563-3711
• _ Designed D.ES,
Drawn E.T.J.
' 1 9/3/96 DRAINAGE EASEMENT ADDED i Consulting Engineers, Land Planners 8� Surveyors 563-9375 Checked T.L.D.
_
- - --�
v No Oate Description1137 Silas Deane Highway Wethersfield Connecticut 06109 Scale 1 = 40
_ - - _ _
Revisions - - ---- Date 8/22/96
PROPERTY OF
00 OF NF ♦ r Q
<-'� ; I ;''ram ,.H %�l'<'• L A CAVA CONSTRUCTION COMPANY Sheet NO.
0 w -- - —
� = SUMMERWIND
Of
b ,
p , No 4142 LOT 65
_ �F o
�i♦.G SS/•o' R�V'`'� I •••O(9'1RFC .wE �OlI�P' Job No. .33522 --
7`�•:`4 A L i '♦••.,.I,R SOUTH WINDSOR CONNECTICUT File No. F' 963
To
Sc�►th Windsor
13UILDING DEPARTMENT
TO THE 6UtLDING DEPT.
TOWN uF SOUlh .r�.:"x
This certified that this plan and specifications are true
copies of the Proposed building or alterations to be
erected at Z!;—
�� Er 4/v1/'1 Street'
together with amendments stated in applicatiow and-'
flied with plan and I agree to comply with all zomag.
Building and state laws and such orders as`Iae I e
Issued by the Building Department during D
of this application and final Issuance of a bu"r"L4
permit.
Signed
This plan Is approved subject to the condi loft th of
aC
orders and ordinances regulating building a
compiled with.
Conditionally Approved, T11656 filed riffs•
8ullding Inspectot
Data
T.
To: Charles and Patricia Toce, Liberty Bank and Connecticut Attorneys Title
Insurance Company
This survey was conducted on the ground on date and that to my knowledge and
belief this map is substantially correct as noted hereon and that unless otherwise
depicted or noted hereon: A) All buildings have been located; B) Buildings do
not encroach over street, title or easement lines; C) Buildings do not violate
municipal setback requirements or deed restrictions pertaining to the location of
buildings; D) There are no encroachments or projections on or over the property or
on easements appurtenant to the same by buildings or improvements erected on
adjacent lands: E) The property is not located within a FEMA flood hazard zone; FL.= 251.0 ,
and F) There are no easements or encroachments affecting this property TaS
careful inspection of the same; other than those depicted or noted hereon. N. FL= 248 f
MMERWIND
1 rvro
A 8" WATER MAIN
:::—< 8" SAN. PVC
15" RCP 0
CB , / I.P
FL=250.25 ! / N 200 40'22 E / Set
PSet / ,21.53 / / 10 CLBP EASEMENT
/ cb m
6 SAN. / / -+
ci
11 1 WATER
FL._25e.V 11 1
FL'250.7 t 1 N 1 50 B L / r
3 UNDERGROUND ELECTRIC SERVICE
%C�
N/F GEORGE A. a JOAN E
GOODRIDGE 24 40.o,
o _ LOT 64
6 PVC FOOTING 6 ROOF /
N 2 STORY FRN/F LA CAVA
DRAIN Oi FF = 264.6NCONSTRUCTION CO.
F.L.=252.5 _ ,6DECK0 1
(D� 1
1 I
\ p m I I
\ Fnd �� v\ i m 11 I
v II
DRAINAGE EASEMENT a 20,
( _ _
IN FAVOR OF LOT 60 \\ Set w LOT 65 `0, t
\ I t <I,
/
\ I I.P Fna
\ CB I -- --
N If F \ T.F. =254.7 I
JAF 5 JEANNE D CHIANG
F.L.=251.55 1
44 I
S •9� I I LOT 61
44O/ I
N 1 0 02, 1 II N/F LA CAVA
I W 1 1 CONSTRUCTION CO.
ry 1 I
ro 11 P NOTE:
/Fnd THIS DRAWING HAS BEEN PREPARED IN PART
LOT 60 o ON THE BASIS OF A LIMITED INVESTIGATION
0 OF SUBSURFACE CONDITIONS. THE SURVEYOR
N/F LA CAVA WILL NOT BE RESPONSIBLE FOR ANY ERRORS
CONSTRUCTION Co OR OMISSIONS PERTAINING TO SUBSURFACE
NOTES: CONDITIONS INCORPORATED INTO THIS DOCUMENT.
1. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE 'MINIMUM ABSOLUTELY NO DIGGING SHOULD TAKE PLACE
WITHOUT STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT- AS FACILITIES.
ACCURATELY LOCATING ALL
APPROVED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
EFFECTIVE JUNE 21, 1996. ZONING DATA
2. THE TYPE OF SURVEY PERFORMED IS AN IMPROVEMENT LOCATION SURVEY AND IS • OPEN SPACE SUBDIVISION AA-30 ZONE
INTENDED TO DEPICT THE POSITION (HORIZONTALLY AND VERTICALLY) BETWEEN
EXISTING AND PROPOSED IMPROVEMENTS WITH RESPECT TO THE APPLICABLE -AREA IS OUTSIDE OF 100 YEAR FLOOD LIMIT
MUNICIPAL OR STATUTORY REQUIREMENTS. •LOT AREA = 241786 S.F OR 0.569 AC.
3. BOUNDARY DETERMINATION IS BASED UPON A DEPENDENT SURVEY.
4. THIS SURVEY CONFORMS TO CLASS A-2 HORIZONTAL ACCURACY AND T-2
1*:RTICAL ACCURACY. MAP REFERENCE :
5. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL. "RIDGEFIELD , SECTION IV, PROPERTY OF
LA CAVA CONSTRUCTION COMPANY , FELT ROAD,
TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. RIDGEFIELD DRIVE , SUMMERWIND , SOUTH
WINDSOR, CONNECTICUT , SCALE 1"= 40',
DATE DEC. 1987 BY J. H. MILLER , LS , PE
BY(/ APPLICANT: LA CAVA CONSTRUCTION COMPANY
JOHN H. MILLER, P.E., L.S. 185 SILAS DEANE HIGHWAY
LIC. NO. 4142 WETHERSFIELD , CT 06109 563-3711
qD is �8 yb
[ [9 f 4 I e �,E71��Tl If �tvieZ Designed D.E.S.
2 12/10/96 AS BUILT Dawn E.T.J.
Consulting Engineers. Land Planners & Surveyors Checked T.L.D.
I 9/3/96 DRAINAGE EASEMENT ADDED 563-9375
No Date Description 1137 Silas Deane Highway Wethersfield. Connecticut 06109 Scale i = 40
- Revisions - - Date 8/22/96
'NOSSISFIRAPROPERTY OFlaws -?
't., ,vim "+ I
Sheet No.
,%e•'w � tl;;r°i',; .••` �� ^�'l <% :� L A CAVA CONSTRUCTION COMPANY —1
F :> SUMMERWIND
No. 41d2 l r�r No�4142 ,/'11 , LOT 65 Of
iO= �FR Gt��I'ii • ``�
♦•F - ••i6YE t� i • GlaiE� I1
SS 1�,• I •.,�ti 1° ` Job No .33522
�` ""` £ •''• ° SURvc SOUTH WINDSOR CONNECTICUT Fiie No. P- 703
f
BUILD NGhDEJPART
N►ENT
TO THE KALDING DEPT. TOWN OF SOUTH WINLSOF
This certified that this plan and specifications are tru-
copies of the proposed building or alters Uons to be
erected at
h
� C
t �l ' G� Sly/w��y ✓ Vree?
t together with amendments stated in application an
filed with plan and I agree to comply with all Zoninl,
r Building and state laws and such orders as shall b
\ issued by the Building Department during pendenr
^' RECEIVED
�i of this applies 'on an�d�a,i seance of a buildint
DEC 1 7 1996 p..1111t
�. signed
�rlY.1: This plan is approved s eat to the condition thel
1.00 order and ordinances regulating building shall be
complied with.
C«ndttbealy Appseved these lded %eiu
pn+lirrs hw*ac g owu
o•a. �, L
SUMMERWIND DRIVE
N20' 0'22"E 121.53' / / IP FND
IP FND
U)
1 i �
� s l
A r?7
o I j 17 SUMMERWIND DRIVE
Ln
125 KRAWSKI DRIVE N/F
`� /
N/F � DEGEN MAO
KENNETH AND BETTY ANN PLOURDE / 22.3'
BIT DRIV
rN 40.0' c�
in 4.1 -- / \
z
/ N 2 STORY WOOD FRAME o r7 /
00 FF=264.67 0
o t0
/ N N
40.0' 1.700
'
PROPOSED NEW FENCING DEC 0� 1.7'
AROUND POOL AREA } `- 16.1 t
20 DRAINAGE EASEMENT b �� �. \ GTD
IN FAVOR OF LOT 60 \ }� 0 C I I
o; I
I. ,o
IP FND �. 40'R \ 0�0 /
PROPOSED YARD DRAIN i N 0" /
I F 254.0
FL=TO SUIT I 2�96 25 3 4s N
\ IP FND GAZEBO TO RE REMOVED
S> \ I IP FND
4 .
\` TF=254.7 \ GTD I
\ FL=251 .55 S44.
137 KRAWSKI DRIVE \ 01) \ 108 RIDGEFIELD DRIVE
N/F 1 � �
STEVEN AND JENNIFER MOTTA � 9>> \ I ROPOSED MICHAEL AND PATRICIA WONG
SILT FENCE �
c�L \ � I \ ,i LEGEND:
r I I MONITORING WELL Q
\ " GUY WIRE -o
UTILITY POLE
I LIGHT POLE x�
LIGHT BOLLARD
SPRINKLER VALVE D4
114 RIDGEFIELD DRIVE 01 WATER GATE WGo
N/F 00 IP FND HYDRANT
ANTHONY BLACK WATER MANHOLE
GAS GATE GGo
NOTES: HANDHOLE
ELECTRIC OUTLET/
1 . THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANC WITH CHARGING STATION
ELECTRIC MANHOLE
SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE REGULATIONS OF YARD DRAIN YDo
CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND CATCH BASIN CB o
MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE DRAINAGE MANHOLE QD
SEWER MANHOLE QS
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPT. 26, TELEPHONE MANHOLE OT
1996. THIS IS AN IMPROVEMENT LOCATION SURVEY BASED ON A SIGN —o—
DEPENDENT RE-SURVEY CONFORMING TO HORIZONTAL ACCURACY GATE
CLASS A-2 AND VERTICAL ACCURACY T-2 AND IS INTENDED TO OVERHEAD WIRES O/H
DEPICT THE POSITION, HORIZONTALLY AND, WHERE REQUIRED, ELECTRIC LINE E
GAS LINE G
VERTICALLY, BETWEEN PARTICULAR EXISTING OR PROPOSED TELEPHONE LINE T
IMPROVEMENTS WITH RESPECT TO THE APPLICABLE MUNICIPAL OR STORM PIPE— —STM— — — —STM— — —
STATUTORY REQUIREMENTS. COMBINED SEWER PIPE —cMB— —
2. THIS SURVEY IS NOT VALID WITHOUT A LIVE SIGNATURE AND SANITARY SEWER PIPE S
EMBOSSED SEAL. WATER LINE w
FIRE SERVICE FS
TO MY KNOWLEDGE AND BELIEF THIS MAP IS CHAIN LINK FENCE
GRAPHIC SCALE IRON FENCE
SUBSTANTIALLY CORRECT AS NOTED HEREON. SILT FENCE
0 10 20 40 GTD GRADE TO DRAIN
Uj B �� PROPOSED GRADE OR CONTOUR Alf
XX x XX
Y
y
= 1"= 20'
TF
of! TOP OF FRAME
o JOHN H. MILLER, P.E., L.S.
0
FLOW LINE FL
LIC. N0. 4142
z
Compiled
Consulting Engineers, Land Planners & Surveyors
P.C. Check S`f✓ o
1137 Silas Deane Highway, Wethersfield, Conn. 06109, Tel. (860)563-9375 Designed
z No. Date Description • Drawn � 5
g Revisions IMPROVEMENT LOCATION SURVEY Scale Checked 1"=20'
u �* ''OF �CONN �.� z
� �, _ E� � Date 10/31/16
��� " M�<<=°� PREPARED Sheet Of
a .
FOR Cn
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N0. 4142 � DEAN C. AND SARAH V. PINTO
� � �j
25 SUMMERWIND DRIVE o
No. Date Description CENSE �0 •`
.. ti o
Revisions %;� saR �4 , Job No. o
,,,,,��� SOUTH WINDSOR CONNECTICUT File No.
n
Build, 2 nt
TOWN OF SOUTH WINU5L
rtirn ! i6..t this plan and specifications are tru,
s of the proposed building or alterations to tie
L�r..cl�dCat
SVyv�w�¢ 1vtG( / street
r, ther with arr. t-- tod in application an{ �- I ��'.,��h�P®F 70 'J
:th pl n ,nply with all zoning ir,it•} r_:i�) as
- "no st t, I orders as thalt be
by the auildiii C. I t. ,t during pendent} .
Is appl icat Ion and fln,.l Issunn of a building - rl c:�di1C8S 'S-
rmit.
d s: ned ^ q
rris plan pp roved subject to a condition tha+ V a / 7 f 4—L,
„l. l�� .-_ ..�
-rdrs and o ina nces regulating building shall 6s "'.nt Officer
� �:G wrth. _..
.onditlonaliy Approved These filed with
{.� Building Inspector Clem
Nou
.APPR0VED
TOWN OF SOUTH WINDSOR
ENGINEERING DEPARTMENT
DATE:—
BY: Lefr°�