HomeMy WebLinkAbout180 PHEASANT WAY Electric # 180 Phea sAPP�JJ ATION FOR BUILDING PERMIT
Plumbing# 12000223 Date:
Sprinkler# USN
7 Estimated Cost $
FINAL APPR L ' Permit Fee $
Building ANDr100- SCIGIN
PLETE RED BOXED AREAS Occupancy Fee $
Affidavit
Engineering `(�C 70_1TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit ON REVERSE SIDEAppr.forCO. Total Fee $
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ C
The undersigned hereby applies to do work according to the following:
Applicant J t , Locati nofWork CCA- {h ofNo.—
Applicant's Address �� /`L 4tgTel #
of
Town ` / �r d'1_ �. - Zip Lic.# Ni C . Cb�Z 6 7-
Owner Arghitect
Owner's Address itect's Address
Zip Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permit �C /" L Q C-L & ,-
City Water'._l Well 0 Septic System 0 Sewer❑
Ins: HO Area Basement Garage
Approved by Date r 7 '1- 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 faltion in the plans or specifications of the Building for which this
permit is asked,and agree that this building is to be Iproper distance from all street lines,side yard lines,and required
distances from all other zones and is located in wh ng and�itsuse
Signed
I hereby apply for a Certificate of ncy for the work described in this application for the permit.
Signed
O NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
0
U
LEGEND
322 — _— EXISTING GROUND CONTOURS
320 �—
s
+325.2 EXISTING SPOT ELEVATIONS s
EXIS77NG BIT. PAVEMENT \ s
— — — — — — — — EXISTING CONC. PAVEMENT S;
>FFT \�
s BCLC ��\ �� s
EXISTING BIT. CONC. CURB. \ tiF ,A�
61
—D o D D — EXISTING STORM SEWERS
y \
—S S s s — EXISTING SANITARY SEWERS 26.9 `rS �C, s\ s
— G G G G — EXISTING GAS LINES
—E E —E E — EXISTING ELECTRIC LINES
c \
/ +327.3 � /. ,
— w w w w EXISTING WATER LINES Y // \ / --
�_ C� o
3217 ' � �� /\ \ 32e �
F F F F — EXISTING FOUNDATION DRAIN / // 328.10 / \ \ s
sMH.
s TF 329.72
—R R —R R — EXISTING ROOF DRAINS +32a.0 �� // // / +328.6 \ GG 26�?\ \ / 7Nv 376.97
\ �
o EXISTING STREET TREE 325 2 36 �� (1 // 328.87 //28.70 \/G
R + / \
328.t 5
ti
�HH EXISTING UTILITY HAND HOLE �\ �� I 329.oa 327.77
323,80+ ��� ( \ EXIST BIT DRIVE EHH y
329.48 E THH /
'� f0�• 1 \ 6 E E 328.27
? EXISTING LIGHT POLE 22\ \tj \ \� \ 329.28 329.66/ \ 32968
\ { I E �� E CA TVHH
\ \ \ 328.67 1 E p 12� a R=130.00'
O EX/ST7NG WATER GATE 3 ?9 \ "I ` E 1 '+ * =18.34'
+325 0 \� 328.9 �E - d m�\ /121.5 3274 1o=80' 48' 45'
0GG EXISTING GAS GATE
J\ � \ 7• 329.86
56y2 g CA 0 \\ '� \ / / / +327.1 / y
EXIS77NG A.C. CONDENSER CONC PAD
329.68
Ac
\ +376.6 \ \\ 322 62
IRON PIN TO BE SET 311.4 +320.6 sTEPs EXISTING HOUSE &a7'
\ O TOP FDN.=33O.19 ry\ 329.62
MONUMENT TO BE SET 311.0+ \ \ `'% \ ART FLR.=329.994 27.t 3
,� S,r¢¢• 2 , / / y
/
\ \ \ \ KV0D DECK SILL-331.59 / / \\ 3 PEAR /
R=225.00'
EXISTING IRON PIN \ . mL d 29.53 \ / a L=84.21'
�' \ \ O. 329.64 Y ^'7
o + 6. 329.3867 \\
TING MONUMENT \ +�\ \ 3,76 + / \\ I �,
19 EXISTING
323.1 \ /1Q. 0 329.1 V
w WETLAND LIMITS \ \\\ tih \\ \ \ I g \h/ \628.2 Q
10' WIDE DRAINAGE EASEMENT IN / �377 8 \ ° --°\�D —D o +318.7 \ 3z2.3+ / \\ M I \ Q y/
�— BUFFER LIMITS FAVOR OF LOTS 34, 35 AND 37 p c.o. Fc=3o2.sf \ \ —o o \\ \ M \ 32
�° 'OAK \ l
_ /
1 01 \ +321.3 \ \\ \\\ s \ \\// 3®.2
W
\ \ 327.
A=25,790 S.F. \ 323$�
+ \ \ \ \VEM
\�-2�\ w h \\ I//\\ 322.93 0/
371.7 \ \ \\ \ 124.76' �\� +325..9 J ���\ Q h
322
\ 3""PEAR /
\ S
=
\ \\ \ \ \ \ 322.9 INV
0 311.4/ S �H
10' WIDE DRAINAGE EASEMENT IN FAVOR \ 135.48' \ \\\ o
OF LOTS 34, 35, 36 & 37 \N 83'26' p5" �y \ _ '
C.B.
v TG. 321.30
\ m FL. 311.40
25' CONSERVATION EASEMENT a \ I W 320.9 Z
SMH.
Lo 321.I v
REFERENCE /S MADE TO MAPS TITLED: �a TF.7NINV. 31149.5
ASSOCIA 77ON I L y PROPOSED 70' WIDE EASEMENT IN FAVOR OF PROPERTY ADDRESS:
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 OPEN SPAC E N CONNECT/CUT LIGHT AND POWEl COMPANY 189 PHEASANT WAY
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, M.
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED THROUGH
I..
THROUGH 5127198, BY ENGITEK — LUCHS, GLASTONBURY, CT. ( PROPERTY ZONE:
10' WIDE SIRE TREE EASEMENT IN FAVOR
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE TH SEC77ONS 20-300b-1 THROUGH Or' E
WI TOWN OF SOUTH WTNDSOR F RR — OPEN SPACE
20-300b-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES "MIN/MUM STANDARDS FOR LOT OWNER.-
SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT JOHN DORAN
ASSOCIATION OF LAND SURVEYORS, INC. CHASE ASSOC/A TES
2033 ELLINGTON ROAD
UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMA7ON FURNISHED BY SOUTH WINDSOR, CT 06074
OTHERS THIS INFORMATION /S TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE (860) 648-2006
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN.
ENGINEER/SURVEYOR:
JAMES W. DUTTON, LS
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. ENGITEK, INC.
67 EASTERN BOULEVARD
7HE BOUNDARY DETERMINA7ON CATEGORY 1S DEPENDENT RESURVEY. GLASTONBURY, CT 06033
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. (860)-633-9401AS-BOIL T
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2.
NOTES PL 0 T PL A N
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION.
�t�Wtttttrrrh� UNDERGROUND U77LITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED
NO� '1V6ioli �liylrS EXIST RELATING TO THE EXISTING HOUSE LOCATION OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH W/NDSOR. ENGITEK INC.
°�� ••.•' Cftow-UNS,
♦ LOCA7ONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD LOT 37 CHASE ORCHARDS
E / RE NOT VALID UNLESS lT BEARS THE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVA770N. 6/,s'EERS,SUBVEYOASBE,Yv/RO�YNE�t'T.41Aft 1754i'TSPREPARED FOR67EASTERNBOULEVARD, GLASTONBURY, CONNECT/CUT06033:—1 PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF PHONE. /860/633-9401)cX.•/860/633-8851
TOS E AVO AIELIEF, THIS MAP IS SUBSTAN77ALL Y CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH CHASE ASSOCIATES A -9 7-39-3 7-C
�* WINDSOR, INCLUDING BUT NOT LIMITED TO: FINAL GRADING (CONTOURS), UTILITY SCALE/NFEET
---- LA7FRALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET AT ALL LOT
•••.• ••• ••VI 0074 CORNERS PRIOR TO RELEASE OF THE LOT BOND. SOUTH WINDSOR, CONNECTICUT
♦ .( �� 40' 20' O 20' 40' SCALE- 1"=20' DATE.• 10/6/99 SHEET, 1 OF.• >
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South Windsor
BUILDING DEPARTMENT
TO THE BUILDING DEPT. TOWN OF SOUTH WINDSCI
This certified that this plan and specifications are tru«
copies of the proposed building or alterations to be
r' erected at
Street
together with amendments stated In app-�Iccaatlon and
flied with plan and I agree to comply with all zoning,
Building and state laws and su r at shall be
I ssued by t Bu ding D a ent dtrin pendency
of this ap ication and na sua of a building
permit.
Signe
This plan is proved subje to the condition that
orders an c dinanees re thtg building shall bib
compked ti, h.
Conditio ally Approved These filed with
Building Inspector 9 CImPk
Gate pa,
TURN END SECTIONS FINISHED GRADE DOWN SPOUT NOTES.
LEGENDOF SEDIMENT BARRIER LEAF GUARD THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN.
UP SLOPE TO PREVENT
cVlcrinlc canl/nln fnNTnURS BYPASS OF WATER �QPO - _ _ P.V.C. DOWN SPOUT COUPLING-� THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR KITH THE CONDITIONS PRIOR
,,,,,, _
FINISHED GRADE '-\\ TO THE START OF CONSTRUCTION. ALL ACTIVITIES SHALL COMPLY WITH SAID CONDITIONS.
6216p 4 oor lzo o 'lijl, 6" P.V C. RISER
%9iT.f EXISTING SPOT ELEVATION END SECTION Q��. r<<�$��a°� �qb°�o���o EXISTING STORM SEWERS SANITARY SEWERS AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS
°U�oUGo °UOo3 0�Q oo OPEN SPACE SUBDIVISION AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY
—I t' o D Vie°UQO� Q U c CfOoQ q 0 "
296 PROPOSED GROUND CONTOURS _I_ o, 6" P.V.C. ADAPTER NUB, EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION,
o °( a ncVrL7oD p o`�'�o p no poa�4 THREDED P.V.C PLUG ELEVAT70N AND A VA/LAB/L TY OF UTILITY SERVCES. ANY DECREPENCY SHOULD BE /MMED/A TEL Y TO THE ENGINEER SO
296 PROPOSED SPOT ELEVATION - \O� o 0 o n`a - - THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE.
nw oUo� � 0 Q� ° • ° -'-' 6" BELOW FINISHED GRADE 4" P.V.C. PIPE
nQ $°�ucDnd U��° U�x
CT D.O.T. 2" STONE 4` QQoonQ �o°p�R;f? 6" X 6" P.V.0 WYE
EXISTING TREE LINE
UOoa do4o 04 6 X 4' P.V.C. INCREASER COUPLING� THE TOP OF FOUNDATION (TOP FON.), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS
FILTER FABRIC " �� o oq o�`po P AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND BUILDER PRIOR TO THE
1117 I o \�'
..� cnornl� I —11� EXl.STI/VG GRADE-� o �Gi 6" P.V.C. WYE (IF REQUIRED FOR r9 START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE
PROPOSED LIINIT yr Vl CAMI // - - %� nonnro rl rnrn-nnel nc IITI1 ITV cVQ=110 AhIn nDAIn/A!`c
lMM- �Il i 6'" P.V.C. SAN. LAT. OTHER DOWN SPORT CONNECTIOIVS/ HOUSE r-r\UrGn rUrvUnU,v Ur UIILIII a,a,crvw nrvU
I�t FOUNDATION
n EXISTING STORM SEWERS FILTER FABRIC NOTE.' ALL PIPE AND FITTINGS SHALL CONFORM wI t PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE
TO A.S.T.M. D-3033 OR D-3034, SDR 35. CONNECTICUT UNDERGROUND U77LITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A UTILITY MARK OUT.
OAK STAKES 10' ON
s EXISTING SANITARY SEWERS END SECTION 90; 6" P.V.C. ELL
CENTER, TYPICAL _ CONSTRUCTION ENTRANCE SANITARY CLEAh� 45, 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC77WTIES SHALL BE IN ACCORDANCE WITH "THE
I
w EXISTING WATER MAIN THE MIDDLE SECTION SHALL -III EXISTING GRADE, TYP. NOT TO SCALE -6" P.V.0 PIPE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JANUARY 1988. THE SYSTEMS
BE INSTALLED LEVEL FOLLOWING I�- NOT TO SCALE 6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL THE SITE IS STABILIZED TO THE SATISFACTION OF THE
THE GROUND CONTOUR LINE
TOWN OF SOUTH WINDSOR.
s PROPOSED SANITARY LATERAL
(-)ff PRIOR TO STAR77NG ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE
E PROPOSED ELEC, TELE., CATV LATERAL FILTER FABRIC 4" P.V.C. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO
EXCA VA TE EXISTING SOIL AND FIRMLY 4" PVC FOUNDA T/ON DRAIN ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WINDSOR.
c PROPOSED GAS LATERAL EMBED BOTTOM OF FILTER FABRIC
f—FLOW 4" X 6" P.V.C. INCREASER COUPLING THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACETD AGGREGATE OR GRAVEL AS SOON AS
v PROPOSED WATER LATERAL "rid EXISTING GRADE, TYP. 6" P.V.C. PIPE TO OUTLET POSSIBLE FOLLOWING THE FOUNDATION BACKFILL.
R PROPOSED ROOF DRAIN OUTLET 10' MIN. TOPSOIL AND EXCAVATED SOIL MATERIALS SHALL BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. THE
STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS. IF SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED
F PROPOSED FOUNDATION DRAIN OUTLET - TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED IN ACCORDANCE WITH THE "TEMPORARY SEEDING"
i I=i TING DRAIN LATERAL REQUIREMENTS OF THE CGSESC.
ROOF/FQ0
PROPOSED STREET TREES `
0 \\- NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WITH A MINIMUM
$ PROPOSED IRON PIN EMBED STAKE 12" MIN. OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUIREMENTS OF THE
CGSESC.
PROPOSED MONUMENT SEDIMENT BARRIER
SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM THE CGSESC OR AS APPROVED
NOT TO SCALE
BY THE TOWN OF SOUTH WIN
-'� PROPOSED SEDIMENT BARRIER
ADEQUATE EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE
SA PROPOSED SOIL STOCKPILE AREA
0
TOWN OF SOUTH WINDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES WATER, SEWER, GAS, ELEC.,
TELE., ETC.).
`' �` PROPOSED CONSTRUCTION ENTRANCE U
;.,.;'' P\ THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUCTION DEBRIS.
TOP FND. PROPOSED TOP OF FOUNDATION ELEVATION \ P
s � THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION P CONSTRUC7ON WORKERS.
INSPECTION BY THE TOWN OF SOUTH NNDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
GAR. FLR. PROPOSED GARAGE FLOOR ELEVATION
s P OCCUPANCY. THE INSPECTION EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT
\\ 3 STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS.
T$ 775BURY SILT LOAM
\ P
s A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL
� INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH W/NOSOR, INCLUDING BUT NOT
C$ CHESHIRE FINE SANDY LOAM
S�Fc"\j y\ \ s P\ LIMITED TO: HOUSE LOCATION & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING.
WC WALPOLE LOAM S` \ P
li\
tiF 3 s.
hq \ P\
LIMIT OF WETLANDS
LIMIT OF WETLANDS BUFFER \ (^ \ 3
P
•••••••••• UPLAND SOIL TYPE LIMIT i' 1 \ \
i — \ \ 6 \ I•f/ yo 88
C.B.
FL. 320
TO 32.
.�14 � " 1 ` r- '� �.co2' 'Y\ � ,r• P\ .2222
\ '• '9Cr
_ A
. y f TF. 329'72
3�/ � �INV. 316.97
:22 — v
s
318 6
� o
\ Ivi Ay
4
326 C.6.
TG.319-6
3 \ N 1 $ g \' \ 319.39(OUT)
O
6' \ PROPOSED HOUSE \ \ R=1 JO.00'
\\ \\ \ TOP FDN.=:_27.5 L9� \ / / \ �� l q L=18.34'
,
V GAR. FLR.==3$7 0 , \ / \� 3� / to=80' 48' 45"
\ \ SMT. FLR'.=3?0.0 00'\
003
S A \\ \ \ 'k\\ \ // I
\ ' h
91°f \ \\ l L=84.21'
10' WIDE DRAINAGE EASEMENT IN / -- � FJe \ �� `\ ° 10=21- 26' 35"
FAVOR OF LOTS 34, 35 AND 37 / 9 \ t o�� FR� Fc 31(.5 k
C.O. FL=302.63 �
A=25,790 S4
N 83' 2B' �On (� / / PROPERTY ADDRESS:
76_- py \ 1 I O y
O o
\ f , 188 PHEASANT WAY
124.
REFERENCE IS MADE TO MAPS TITLED: / V
„ 1 1 \ \ \ v l l rG 321.27 PROPERTY ZONE:
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES, SHEETS 1 \
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, \ ` \ \ \ o �\\ Q 3titi/ / FL. 375.64 (IN) RR - OPEN SPACE
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, Dl, D2, D3, Al AND A2, DATED 11110197, REVISED ` \ \ \ 375.37(OUT)
THROUGH 5127198, BY ENGI7EK - LUCHS, GLASTONBURY, CT. \ \ LOT OWNER:
\ \ \ o / I 5 a JOHN DORAN
N PREPARED IN ACCORDANCE WITH SECTIONS 20-3006-1 THROUGH \ 135,48' CHASE ASSOCIATES
THIS SURVEY HAS BEEN E 10' WIDE DRAINAGE EASEMENT IN FAVOR \ ` \ N 8,3 26, 05" \ 0 2TH WINDSELLINGOR,
ROAD
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES MINIMUM STANDARDS FOR OF LOTS 34, 35, 36 & 37 ASSGc/ATroly dPEN SPACE \ W C _ SOUTH WINDSOR, CT 06074
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT I \ \ \ //ouT I (860) 648-2006
ASSOCIATION OF LAND SURVEYORS, INC. ` \
\ \ � � m � ° ENGINEER/SURVEYOR:
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. 25' CONSERVATION EASEMENT \ \\ rr/v=312.aef i= \ IC.B. ROBE JOHNSTON, PE
TG. 321.3o JA
FL. NO PIPE DAMESS W.ENGITEK, INC.DU INC. LS
THE BOUNDARY DETERM/NA77ON CATEGORY IS DEPENDENT RESURVEY.
W PROPOSED 70' ►NDE EASEMENT IN FAVOR OF 67 EASTERN BOULEVARD
GLA , CT
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. I CONNEC77CUT LIGHT AAO POWER COMPANY (860)-RY 860)-633-9401 0
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. 10.00'
IRIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 10' WIDE STREET TREE EASEMENT IN FAVOR I rPEUisE� S//o/99 ^-0011ME�/TS
OF THE TOWN OF SOUTH WINDSOR SUN.311.5 PL 0 T PL A N
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. TF 3
INV. 311.57 ENGITEK, INC.
NO ZONING Vq�.A77ONS EXIST RELATING TO THE PROPOSED l(OUSF LOCATION oR sIZE. LOT 37 CHASE ORCHARDS
•telt I+'. a �i ENGINFERS,SUi?l�EY0�7S&EN{'/RON.NEif'T�4LCD.f'SULTANTS
706033
RD,
"TO 3' vc,�x pGE NQ BELIEF, THIS MAP IS SUBST�CI TIgY�L Y G I? Q3 °.AS NOTED HEREON" PREPARED FOR 67 E4ST pHON .L 86 -6 ,9401,Ax-18 CONNECT/CU
•,c v ! ' ' `s��h S'\ -/�* PHONE. /860/633 9401 FAX. /860/633 8851
'IA�ID UNLESS IT BEARS THE LIVf �S�r�pT THE UNDERSIGNED CHASE ASSOCIA TES
o• �; t?.�; jp; , SCALE/NFEET /'� —9 7-3 — 37
v, SOUTH WINDSOR, CONNECTICUT
Nomac ¢ln o SCALE. 1"=20' DATE. 4/27/99 SHEET. 1 OF. 1
5* 74 40' 20' O 20' 40'
j4AY 1 3 1999
South Windsor
BUILDING DEPARTMENT.
To THE DOT; NO & INTN WINDSM
This ccrtifi-20hat ihli plan$H9 ;abiaclflt:etinns antrue
eopics of,the proio set Wfigids 0f eltwattons to PA
erected at W
treet
togMher with amendments st+t°d In tipolleetit and
�/ (tied with plan and I agree to comply with a Ing,
l7 Euilding and state laws and such orders a!1 s all be
Issued by the Building Department during pehd,,ney
of b}ls application and final issuance of a building
permit.
Signed
this plan is approved subject to the condition that
and rs and nrdinances regulating building shaft be
-clwd with.
ti.osdttion.�lly Approved These filed ..ith
t;'s[fdsn sr .---c- ctar Cln ri
Ir
L V
yi
12000223 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 05/07/12
GIS ID:71100180 FEE: 225.00
MUNIS APPLICATION# 201200544 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: JB REMODELING ADDRESS: 180 PHEASANT WAY
ADDRESS: 3 WEBSTER ROAD OWNER: LOMBARDO PAUL R&SUSAN D
ELLINGTON,CT 06029 180 PHEASANT WAY
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: STRIP AND REPLACE ROOF.
40 SQUARES.--
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
5n12012 3:52 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE