HomeMy WebLinkAbout121 TALCOTT RIDGE RD Electric # tAP ?I� � N FOR BUILDING PERMIT
Plumbing# 121 Talcgt i
HVAC# 13000080 Date: 3 S /3
Sprinkler# Estimated Cost
FINAL APPROVALS Permit Fee $ �
Building COMPLETE RED BOXED AREAS Occupancy Fee $
Engineering _ TYPE OF PRINT ONLY Eng. Insp. Fee $
Affidavit Appr.forCO. ► SIGN ON REVERSE SIDE
Total Fee $ 75
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $
The undersigned hereby applies to do work according to the following:
ApplicanaS\,,- ic,_Lze r-L.", s k. Tn,L Location of Work/ I d % 6 /LotNo.
Applicant's Address i36_�_ ..&L<U r L. ')G Tel #
Town CaA "a,�t r_ Zip 0(011 g Lic.# SSS�6
Owner 51—.a_ CZGreiin_S(C, _Architect
Owner's Address 116 1 ,Q .S\M CCA Aofi Architect's Address
Zip Zip
Sq. Ft.New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area
Purpose of this permit &7I0'L ,,G ax,' �SCc[.��LS . �'=[t, k L.(.� .1,c c-r /5/5
ir-'\usak F9- or.7 <A, t .��-C'Z�N An- 1 c_�,,t La,,an rIc stiii.,<icS,
City Water J Well ❑ Septic System 0 Sewer LJ
Ins: H Cert. t► Area Basement Garage
Approved by Date 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 be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in which this building and its use is allowed.
Signed
i
I hereby apply for a Certificate ccupa for the work described in this application for the permit.
Signe
O NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 04/22/22
Printed by Middleton, Morgan it 57 35
INSPECTION: 56127 FINAL PERMIT:
STATUS:
APPLICATION: 201300235
LOC: 121 TALCOTT RIDGE ROAD
SOUTH WINDSOR
PROPERTY ID: 89050121
OWNER: ORISAMOLU IREWOLE R & RONKE
CONTRACTOR:
REQUEST BY:
PROJ DESC: REPLACING ROOF, 38 SQUARES, ICE AND WATER BARRIER, 15LB FELT
WORK ORDER:
INSPECTOR: ROSE RESULT: PASS
REQUESTED: 04/15/13 PRIORITY:
SCHEDULED: 04/15/13 PM COMPLETED: 04/15/13
UNPAID FEES: 00 Date Time
MILEAGE: .00 TIME: TRAVEL ONSITE
COMMENTS:
LEGEND TURN END SECTIONS
OF SEDIMENT BARRIER ,� � FINISHED GRADE DOWN SPOUT NO
'V ' LEAF GUARD •
UP SLOPE TO PREATER
EXISTING GROUND CONTOURS BYPASS OF WATER �OP THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN.
°Q i=1 I II I I T TI i i i-i- I 1 Ti�- i��T III i i !i- P.V.C. DOWN SPOUT COUPLING THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAM/LUAR WITH THE CONDITIONS PRIOR
°p°Ai o ° `30' FINISHED GRADE TO THE START OF CONSTRUCTION. ALL ACTI VI TIES SHALL COMPLY KITH SAID CONDITIONS
EXISTING SPOT ELEVATION 'yi
END SECT/ON Q Q�,p B4�oQp°�o° o '1! 6" P.VC. RISER
EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS
OPEN SPACE SUBDIVISION AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY
PROPOSED GROUND CON TOURS
6" P.V.C. ADAPTER HUB, EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION,
r -
°� ThIREDED P.V.C. PLUG ELEVA 77ON AND A VA/LAB/L TY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE /MMED/A TEL Y TO THE ENGINEER SO
PROPOSED SPOT ELEVATION = 0
6" BELOW FINISHED GRADE 4" P.V.C. PIPE
THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE.
EXISTING TREE LINE CT D.O.T. 2" STONE 4 �aQ °q�Q QSo 6" X 6" P.V.;C. WYE
�Oo °ooQ 6" X 4" P.V.C. INCREASER COUPLING THE TOP OF FOUNDATION (TOP FDIC), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS
_III FILTER FABRIC °oQo�o °o AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND BUILDER PRIOR TO THE
PROPOSED LlM/T OF CLEARING _I -I I EXIS77NG GRADE 6" P.V.C. WYE (IF REQUIRED FOR START OF CONSTRUCTION. THE ENGINEER SHALL BE N077FIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE
6" P.V.C. SAN. LAT. OTHER DOWN SPOUT CONNECTIONS)-\ unl/cc PROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE.
D EXISTING STORM SEWERS \
11-
FILTER FABRIC---� _._i j I I I FOUNDA7ON
NOTE: ALL PIPE AND FITTINGS SHALL CONFORM PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE
v
s EXISTING SANITARY SEWERS OAK STAKES 10' ON END SECTION TO A.S.T.M. D-3033 OR D-3034, SDR 35. CONNECTICUT UNDERGROUND UTILITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A UTILITY MARK OUT.
CENTER, TYPICAL
_ ' CONSTRUCTION ENTRANCE SANITARY CLEAh� 45, 6'P.V.C. ELL 90; 6" P.VC, ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC770TIES SHALL BE IN ACCORDANCE WITH "THE
w EXISTING WATER MAIN THE MIDDLE SECTION SHALL -III EXISTING GRADE, TYP.
BE INSTALLED LEVEL FOLLOWING li- NOT TO SCALE NOT TO SCALE 46" P.V.C. PIPE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JANUARY 1988. THE SYSTEMS
s PROPOSED SANITARY LATERAL THE GROUND CONTOUR LINE 6" X 6" P.VC. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL THE SITE IS STABILIZED TO THE SATISFACTION OF THE
TOWN OF SOUTH WINDSOR.
£ PROPOSED ELEC., TELE., CATV LATERAL 11____EXCA4
FILTER FABRIC PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE
-4" P.V.C. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO
:/A7E EY/�T/A!G SAIL dA//7 �/PAA/ Y
PROPOSED GAS LATERAL EMBED BOTTOM OF FILTER FABRIC L 4" PVC FOUNDATION DRAIN ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WINDSOR.
v PROPOSED WATER LATERAL �0 FLOW 4" X 6" P.V.C. INCREASER COUPLING THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACETD AGGREGATE OR GRAVEL AS SOON AS� EXISTING GRADE, TYP. 6" P.V.C. PIPE TO OUTLET
POSSIBLE FOLLOWING 77-IE 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
III I I I� TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED IN ACCORDANCE WITH THE "TEMPORARY SEEDING"
PROPOSED STREET TREES ROOF FOOTING DRAIN LATERAL REQUIREMENTS OF THE CGSESC.
$ PROPOSED IRON PIN EMBED STAKE 12" MIN. NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WITH A MINIMUM
OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUIREMENTS OF THE
�_- PROPOSED MONUMENT SEDIMENT BARRIER i
CGSESC.
10' WIDE STREET TREE EASEMENT IN FAVOR I SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM THE CGSESC OR AS APPROVED
NOT TO SCALE
PROPOSED SEDIMENT BARRIER
OF THE TOWN OF SOUTH WINDSOR�� 10.00, o I BY THE TOWN OF SOUTH WINDSOR.
W m
SA PROPOSED SOIL STOCKPILE AREA ? I b q ADEQUATE EROSION AND SED/MENTA77ON CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE
Q ASSOCIATION I TOWN OF SOUTH WINDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC.,
25' WIDE CONSERVATION OPEN SPACE `
'�" PROPOSED CONSTRUCTION ENT
TOP FND. PROPOSED TOP OF FOUNDATION ELEVATION RANCE EASEMENT TELE., ETC.I I )
.
N 89. 01' 15" E " I THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUCTION DEBRIS.
o 85.06'
THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION I � 1 \
1 I N I I CONSTRUCTION WORKERS.
GAR. FLR. PROPOSED GARAGE FLOOR ELEVATION `L� o I N I y ° INSPECTION BY THE TOWN OF SOUTH WINDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY. 77-IE INSPECT70N EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT S17E
Ts RSBURY SILT LOAM L 06' \� 13�� STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS
N 89' 01' 15" E
CS CHESH/RE FINE SANDY LOAM A FINAL AS-BUILT PLAN /S REQUIRED PRIOR TO ISSUANCE OF A CER7FICATE OF OCCUPANCY, THE PLAN SHALL
78 I INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH W/NDSOR, INCLUDING BUT NOT
r��
WA
I q LIMITED TO.' HOUSE LOCATION & ELEVATIONS UTILITIES DRIVEWAY AND GRADING.
P A
WC L OLE LOAM
, � I
A=26,806 S.F. I I I
LIMIT OF WETLANDS N -=0.6154 AC. I q
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� 3Wa
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LIMIT OF WETLANDS BUFFER
•••••••••• UPLAND SOIL TYPE LIMIT ti I
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ASSOCIATION
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PROPOSED HOUSE I 51.D0• I N I h
TOP FDN.=31G,o I I I
\ GSR. FLR.=315,5 I w \
u BSMT. FLR.=3d8.6 i L \ I m l \ ti q
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PROPOSED 70' WIDE EASEMENT IN FAVOR R=13.00'
OF CONNECTICUT LIGHT & POWER COMPANY 3/2 G /C=90, 0
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C.B. W/SUMP
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84.36' \ INSTALL 51grk F66w I FL. 305.96
D 15-:_ADS N_12
PROPERTY ADDRESS:
REFERENCE IS MADE TO MAPS TITLED: w \ w �_ _s s _s ti
240 TALCOTT RIDGE ROAD
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 \ w \ w s s I I PROPERTY ZONE:
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, v s s y ° RR - OPEN SPACE
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, Dl, D2, D3, Al AND A2, DATED LOT OWNER.
11/10/97, REVISED W
7HROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. ` W w TALCO�j- /OG s s S ` I I JOHN DORAN
w � E A 7�s � °, ° CHASE ASSOCIATES
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH R=375.00' w w ROAD 1 �s
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR L=70.14' �- s� 2TH ?NOS0TON ROAD
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT /o=10' 43' 02" w w W W I s - SOUTH WINOSOR, CT 06074
ASSOCIATION OF LAND SURVEYORS, INC. w -_ cT TG. 370.54 ° T,q� (860) 648-2006
FL. 306.24 � /`I
CO T T RIDGE ROAD
ENGINEER/SURVEYOR:
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCAT70N SURVEY. W W /T ROBERT JOHNSTON, PE
w
JAMES W. DUTTON, LS
THE BOUNDARY DETERM/NATION CATEGORY IS DEPENDENT RESURVEY. I W -- w ENGITEK, INC.
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. i 67 EASTERN BOULEVARD
ti O GLASTONBURY CT 06033
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. I I DROP MN. (860)-633-9401
TF. 31/.15
INV. 284.83 S, W
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. ti INV. 302.00 N. E
THIS MAP WAS PREPARED FOR 7HE PURPOSE OF ZONING COMPLIANCE DETERM/NATION. I j I PL 0 T PL A N
NO ZONING6, R QNS EXIST RELATING TO THE�P C l ,,SE LOCATION OR SIZE. `V Q LOT 38 CHASE ORCHARDS ENGITEK, INC.
4�® syt� Oy ,!/`�`y�� W Q. EiY6/if'EE/PS,SU�PI�Ei'O�YS&ENV/BON,NEit'TALCOiYSULTANTS
"TO M, °�C A 1 l �F�ELIEF, THIS MAP /S,a°5 7AIW`�N`ALZf, � ECT AS NOTED HEREON" (/� O
° '� �z }`�~.uQ`„ PREPARED FOR 67EASTERNBOULEVARO, liLASTONBURY, CONNECT/CUT06033
�$� Ff .1 UvD••+�(C*ESS IT BEARS 7�l9J gi p� l l?221*'=SEAL OF THE UNDERSIGNED
PHONE. /860/633 940>FAX. /860/633 8851
r ; SCALE/NFEET CHASE ASSOCIATES
r tea_ .ee
_ 6, 9 - - A -9 7-39-38
-'- 27 SCALE. 1 =20 DAT" ' E. 4 99 SHEET. 1 OF. 1
D 4 44 s" .....,�,, `�� 40' 20, o zo' 40' SOUTH WINDSOR, CONNECTICUT / /
au
+311.9 +314 0 +320.2 +323.5
320.54
O
+
314.9
U rr
LEGEND DVAK
10' WIDE STREET TREE EASEMENT IN FAVOR OF THE TOWN OF SOUTH WINDSOR�4
+311.0 I m
322
I
320 - EXISTING GROUND CONTOURS ASSOCIATION b I o
25' WIDE CONSERVATION I
EASEMENT ro OPEN SPACE \ +3 8 8 I I+325.2 EXISTING SPOT ELEVATIONS \ p
N 89' 01' 15" E 85.06' TOTAL I y I
I- -- -- EXISTING BIT. PAVEMENT + 75.06+s11, 3154 10.00' Z1
0
�fS ti
- - - - - - - - EXISTING CONC. PAVEMENT �fCN
11
+310.7 N � O I PfAR(� 3 784 ��VO
s accc EXISTING BIT. CONC. CURB. f ' �
\ I�
N 89' 01' 15" E_
-° ° --- D ° EXISTING STORM SEWERS +311.3 I - /• 96 06' + I
+ / 317.9
313.1 �c
+315.0
- s --- s s -- s - EXISTING SANITARY SEWERS +311.6 A=26,806 S.F.
=0.6154 AC. I
- c - G - G c -- EXISTING GAS LINES \
+314.8 3®7.0 I I
\ °
-f E 315
E E EXISTING ELECTRIC LINES + \
3-OAK
/ / �3t 5.Ot _ _ .2 I vt I
_ +316.7
-- W --- W W - - W -- EXISTING WATER LINES ASSOCIA TION �Q� / I
OPEN SPACE 315.91
' F F --- F - EXIS77NG FOUNDA7701V DRAIN - M \
3t0 a j\ I 3.7 � ,�3tl.60_ BIT DRIVE I � 'r I p
h t \ 3t 5.5a 375.97 315.80 H
- - - ----- ��� 2 II 1\ 315.8 �[(315.89 _ _ 316.03,, \-+- _+-
R R - R R EXISTING ROOF DRAINS F I I
+ �T316.10 / \ _ 315.3 n
/ 1 316.16 \316.08 1 I I
o EXISTING STREET TREE ��� �\ 535. 0738 0 316.2 LJ
6CONC. PAD 311.28 ',1 ' '� 3338• +315.8HH EXISTING UTILITY HAND HOLE � A 3n.so� 37�STEPS 315.4
8 \ ®311.0 3PEA T- I I EXISTING LIGHT POLE f ''wwEXISTING HOUSE 031a 7 V-EXl$77NG WA7FR GA'E 308.a DEGK TOP GAR F�R.=316.59 0 I
o B571/T_ FL?.=308.8'
cc o 11 "` SILE=317.84
EXISTING GAS GA TE
O /
07
(Ac \ 0
+ 9/ L6.03 7�
316,03
EXISTING A.C. CONDENSER g . / 4K S\s nW \O y 7
o
31
03
I
IRON PIN TO BE SET \ 309.5 9.70' 315.g +3tB 3 +315.1 313.5 v O
1 /NV.=370.74 I
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MONUMENT Tn BE ET � \ S ---S 3136' \ 1 O
'
\ 3025'
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------ --------- ----------
EXIS77NG IRON PIN \ + E \\ o +3 a ` s p
n. -2f :r�:•i�° 3 3063+ D• 309.2 / +\ c \ _ - � + I I
y
$ 3t2.0 313.1
�
EXIS77NG MONUMENT
t PROPOSED 70' WIDE EASEMENT IN FAVOR \ - �
R=13.00'
WETLAND LIMITS OF CONNECTICUT LIGHT & POWER COMPANY I 6 - -
\\\ o I I L=20.42'
BUFFER LIMITS \ I \ o \S \ 5 SPEAR
+311.7 \ I ®37221
�tCA TV H�.3
305.20 \ 307.2
S _\ 3"PEAR o o` GG I y
311 6 G I I
306.5o -_ 1- °
S \ � 3•'OAK SIGN I DOUBLE GRATE
t 307.93 ® +310.7 /31 t.5 3 0.95 I /LTG 310.32
84•36' 309. FL. 305.96
\ ,j S S 309.49 D ADS
307.58 I 2
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S 310.61 �1Q, �
V S �CB� I I I
y. `- ` S t S 8 p`C 3 9.56'7G�310.5a O
FL 306.24 y
.. TC 1 S �� t(FDN. ORN)
1
_ AL
R=375.00' w ow w O \\RIDGE S S S S FL=307_ IROAD,
W - S _
REFERENCE IS MADE TO MAPS TITLED: if W 10=10' 43' 02" W w t
w o
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES"' SHEETS 1 w
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, S1, S2, S3, S4, S5, S6, Tl, T2, T3, w ---- w �- I PROPERTY ADDRESS
T4, T5, C1, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11/10/97, REVISED t "' W W 121 TALCOTT RIDGE ROAD
w
w
THROUGH 5/27/98, BY ENGITEK - LUCHS, GLASTONBURY, CT. w �. PROPERTY ZONE.
-300b-1 THROUGH
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20 \. RR - OPEN SPACE
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR \
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT SMH.I � LOT OWNER
OP MH.
ASSOCIATION OF LAND SURVEYORS, INC.
I
DR TV 3fl a JOHN DORAN
WV. 284.83 S, W CHASE ASSOCIATES
I
UNDERGROUND FFATURFS HA RFFN ('QA.fP11 FDA 1N PART RASFn 11POA/ 1NFnPAAdT1DA1 F1�1LJAuz"rD RY 1 'n 1 /NV 302.00 N, E
2Q33 ELLIl�GTOlV ROAD
OTHERS. THIS INFORMATION IS TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE ~OI SOUTH WINDSOR, CT 06074
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS W (860) 648-2006
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN. , ENGINEER/SURVEYOR
r,, �V
THE TYPE OF SURVEY PERFORMED /S A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. JAMES W. DUTTON, LS",�►Q ENGITEK, INC.
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
CER TIFICA TION 67 EASTERN BOULEVARD
GLASTONBURY, CT 06033
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. I HEREBY CER77FY TO AMERICAN EAGLE FEDERAL CREDIT UNION, CONNECTICUT (860)-633-9401
ATTORNEYS TITLE INSURANCE COMPANY AND IREWOLE R. ORISAMOLU THAT TI-ils AS-6UlL T
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. SURVEY WAS MADE ON THE GROUND ON DECEMBER 7, 1999 AND THAT TO MY
NOTES KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON REVISED 12/7/99 - CERTIFICATION ADDED
THIS MAP WA ap�R � FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. AND UNLESS OTHERWISE DEPICTED OR NOTED HEREON; A) TITLE LINES AND LINES PL 0 T PLAN
,`�0� F co i�iG UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED ENGITEK INC.
NO ZONII �/9AT/pNS,A��y 'fi�RELATING TO THE EXISTING HOUSE LOCATION OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH WINDSOR. OF OCCUPATION ARE THE SAME, B) ALL BUILDINGS HAVE BEEN LOCATED; C) ,
eQ erg.•'0, W' �(�'*- .A��s LOCH 110NS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD BUILDINGS DO NOT ENCROACH OVER STREET, TITLE OR EASEMENT LINES, D) L 0 T 38 CHASE ORCHARDS
THIS 4F,F VALID UNLESS 1T BEARS THE LIVE SIGNATURE AND SEAL OF 7HE ONLY WHERE VISIBLE FROM WITHOUT EXCAVATION. BUILDINGS DO NOT VIOLATE MUNICIPAL SETBACK REQUIREMENTS OR DEED ENG/NEEi7S,SURI�EYOi?S&E�YI//rPON�NENTA[CO.YSULT4NTS
UNDER I D Sc a , RESTRICTIONS PERTAINING TO THE LOCATION OF BUILDINGS; E) THERE ARE NO 67EASTERNBOULEI/AHD GLASTONBURY, CONNECT/CUT06033
PREPARED FOR
�' PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF ENCROACHMENTS OR PROJECTIONS ON OR OVER THE PROPERTY OR ON EASEMENTS
"TO m KICK _ F THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH APPURTENANT TO THE SAME BY BUILDINGS OR IMPROVEMENTS ERECTED ON PHONE-/860/-633-9401 FAX.'/860/-633-8851
WINDSOR, INCLUDING BUT NOT LIMITED TO. FINAL GRADING (CONTOURS), UTILITY ADJACENT LANDS- F) THE PROPERTY IS NOT LOCATED WITHIN A SPECIAL FEMA SCALE/NFEET CHASE A SSO CIA TES ,q -9 7-39-38-C
FLOOD HAZARD ZONE- AND G THERE ARE NO EASEMENTS OR ENCROACHMENTS
LATERALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET AT ALL LOT AFFECTING THIS PROPERTY FROM A CAREFUL INSPECTION OF THE SAME; OTHER SOUTH WINDSOR CONNECTICUT
v�� CORNERS PRIOR TO RELEASE OF THE LOT BOND. THAN THOSE DEPICTED OR NOTED HEREON.
ft11�19�C 40' 20' 0 20' 40' SCALE.• 1"=20' DATE.' 1217199 SHEET° 1 OF.° 1
13000080 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ,,
-�'� BUILDING PERMIT
DATE: 03/08/2013 `' '
G1S ID: 89050121 FEE: 75.00
MUNIS APPLICATION# 201300235 u "' _' ,<' BUILDING DESCRIPTION:
APPLICANT',,',` 'f '`• �-�-,� _ LOCATION
NAME: STEVE CZERWINSKI INC. "'._ ADDRESS--' i~121 TALCOTT RIDGE ROAD
ADDRESS: 1365 SILVER LANE e =OWNER:, " ORISAMOLU IREWOLE R&RONKE
EAST HARTFORD,CT 06118 �' j -121 TALCOTT RIDGE RD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: REPLACING ROOF,39 SQUARES,ICE AND WATER BARRIER, 15LB FELT
METAL,DRIP EDGE,-AND INSTALLtCERTAINED SHINGLES.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE•APPL,ICATION,AND;PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE: Ali
OCCUPANCY GROUP: L,
3/8/2013 3:17 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE