HomeMy WebLinkAbout136 TALCOTT RIDGE RD Electric # APPLICATION FOR BUILDING PERMIT
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HVAC# 13tP T�Cr��-R- t`�td42r FDate:
0- ofit
Sprinkler#
FINAL APPROVALS �- L C•� y Estimated Cost $ 12,Yo 0
BuildingQ rn -0x—NQ-)P3 COMPLETE RED BOXED AREAS Permit Fee $ �yS
Engineering Occupancy Fee $
TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit forCO. SIGN ON REVERSE SIDE t
pp Total Fee $ I
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost)
The undersigned hereby applies to do work according to the following:
Applicant 2-^ Ika,411 -1 Roo :-, LocationofWork 1;(, T"14 tt LotNo._
Applicant's Address 105 Tel # 189 r663
Town 22 S0 Zip rb0"7 Y Lic.#
Owner Architect
Owner's Address 136 Trle�f - i,hj Architect's Address
Sw Zip 06o-7`1 Zip
Sq. Ft. New Area: 1 st FI. 2nd Fl. 3rd FI. Total New Area
Purpose of this permit Te,..- orb 5k, .�If- T-r%5- -ll [, Icc + 4"j- i Sh,�t�1� }l�t,� {eft Aget1 r,-&L
4cAk 4AZ rlt$(:Y/f ,
City Water J Well J Septic System J Sewer J
I
Ins: HO P Cert. Area Bas Garage
Approved by Date "e/W l b Use Group emt 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 hereby apply for a Certificate of Occupancy for the work described in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
INSPECTION FIELD SHEET 03/30/23
Printed by Middleton, Morgan 10 55 03
INSPECTION: 85150 FINAL PERMIT:
STATUS:
APPLICATION: 201600493
LOC: 136 TALCOTT RIDGE ROAD
SOUTH WINDSOR
PROPERTY ID: 89050136
OWNER: ZVENIGORODSKIY BORIS &
CONTRACTOR:
REQUEST BY:
PROJ DESC: TEAR OFF SHINGLES. INSTALL 6FT. ICE AND WATER SHIELD,
WORK ORDER:
INSPECTOR: WS-B RESULT: PASS
REQUESTED: PRIORITY:
SCHEDULED: COMPLETED: 03/30/23
UNPAID FEES: 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS:
INSPECTED BY VALERIE MUSZYNSKI IN ORDER TO CLOSE OUT OLD PERMIT
c
U
LEGEND SMH
IF. 315.29 C.B.
INV. 308.39 TG. 315.72
FL. 311.18
322 - EXISTING GROUND CONTOURS
320
+325.2 EXISTING SPOT ELEVATIONS
EXIS77NG BIT. PAVEMENT ° _._° -D -_
---D 0
i 1:i ADS ° --D
- - - - - - - - EXISTING CONC. PAVEMENT i D ° - D 0 - o
s _._s
s BCLC EXIS77NG BIT. CONC. CURB. \ s -- s 6
--s
0
- D D D D EXISTING STORM SEWERS - w \ w ���CO Tr RIDGE '
w_ ... ROAD I o
- w W 88 A�R
- s s s s - EXISTING SANITARY SEWERS 314.33 w _ w w ____ w•
}
315L>jT 374.78 w - w W W W ----" W W W
_
_ N '"_--
CLC
- EXIS77NG GAS LINES STREET LINE - S 83•26' 05 WW 315.37 6'B 15 79 315.35
C,313.8 THH TPAD 60 00 , E \ \ � /
- E E E E - EXISTING ELECTRIC LINES - _ - CS 314.51 +315.0 315.21 ®3t5.t 3"OAK 1315.67 315.3 +316 2
/
�315.73 /
_ _
_ INV 310.9t
10' WIDE STREET TREE EASEMENT IN (D SPEAR
- w - w - w - w - EXIS77NG WATER LINES FAVOR OF THE TOWN OF SOUTH WINDSOR
I , 316.2
PROPOSED 70' WIDE
I // \ \
- F - F - F m CL & P EASEMENT F - EXIS77NG FOUNDA770N DRAIN / \
312 a
-R R R - R - EXIST7NG ROOF DRAINS I + +37\ I I \ \3 1 C.D 3
R=425.00'
\ 3115.0
L=55.15'
o EXIS77NG STREET TREE 3l2 m 311.91 // / � \\ I + 10=07' 26' 08"
315.8
I I / \ ij
NII �/ %374.7 315.11 315. 9 _ \\ 7I315.69 t315.55
❑ EXIS77NG UTILITY HAND HOLE m / / / X BRICK
31 .20 I1LK. \� 5.24
5 F Y // �'� * 315.17 - - \ -315.2:8 15.39 I �"
/ y / 31517 �15.24 I _
f EXIS77NG LIGHT POLE I/ // - \\ -4,315.3� 315.35
315.42
1J15.28 23.O4' nom -
/ t515.33
�'.
Cw+; EA7ST7NG WA7FR GATE 14.9
o7O•b
GG 4s EXIS77NG GAS GATE s\D 309.8+ �� ° s.o
O :^
MV 311.62 3t a.61 "
Ac EXISTING A.C. CONDENSER I+ o o /� \�
EXISTING HOUSE o 314
TOP FDN.=315.90 a 315.51
IRON PIN TO BE SET ` GAR. FLR.=315.58 \,3is07 0
BSMT. FLR.=308.40 u
SILL =316.15 II 1 eV.59
' 0/ /
MONUMENT TO BE SET 3p \ FL=306.sr I+3 /
76.05'
307.0+ \ 'S10.6 314.33 -,
EXIS77NG IRON PIN e \ \� o
41 \ 0 2705' + `` 313.85
+ 5.0" p `6 313.9
10 h \ 310.o N7o'o sa \ -39.99' \
O " o\ \
1n \ H BIZ
EXISTING MONUMENT N \ 310.4 +310.8 +312.7\ \ +311.6 ASSOCIA TION
WETLAND LIMITS `
\\
(� STEPS 311.3 0 _ OPEN SPACE
s
PAD \ �\
BUFFER LIMITS
304.8+
\ R.Y.
+306.5
\ \ ^ 307.9 .` \` /p
\ \\ \ \ +308.2
-A=20,247 S.F. �\+ \ \
=0.4648�AC. 306.2 0 \
302.8
+302.7 +303.9 \ \ FL 303.01
15.00' \ \\z
N 83'26' 05" w \
:�fli',�1� f1111C?y�' 306^
�70.�0' i 10' WIDE DRAINAGE EASEMENT
REFERENCE IS MADE TO MAPS TITLED: `P3� IN FAVOR OF LOT 14
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIA7FS", SHEETS 1 I o PROPERTY ADDRESS:
136 TALCOTT RIDGE ROAD
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Sl, S2, S3, S41 S51 S61 Tl, T2, T3, I
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. PROPERTY ZONE:
RR - OPEN SPACE
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30Ob-1 THROUGH
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES lIAINIMUM STANDARDS FOR LOT OWNER.-
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT JOHN DORAN
ASSOCIATION OF LAND SURVEYORS, INC.
CHASE A SSOCIA TFS
2033 ELLINGTON ROAD
UNDERGROUND FEA77JRES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY SOUTH W/NDSOR, CT 06074
OTHERS. THIS INFORMATION IS 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
THE BOUNDARY DE7ERM/NA77ON CATEGORY IS DEPENDENT RESURVEY. GLASTONBURY, CT 06033
(860)-633-9401
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. AS-BUIL T
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2.
NO TES.- PL 0 T PLAN THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION.
UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED ENGITEK INC.
NO ZON/jgAQ77ONS EXIST RELA77NG TO THE EX/STING HOUSE LOCAT70N OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH WINDSOR. LOT )4 CHASE ORCHARDS ,
`�p���r��/l�e��s LOCA77ONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED /N THE FIELD E,f'6//s'EEifS,SU/Yl�E7ORSBE,Ys'/�90N11EA'TAICONSULTANTS
TN/���1°1 AIYD: CJ�XRE NOT VALID UNLESS /T BEARS 171E LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVA170N.
J PREPARED FOR 67EASTERNBOUZEVAR,0 CiZASTONBURY, CONNECT/CUT06033
Q :c�� .��A'.•C� ': PR/OR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF PHONE. /860/-633-940>FAX. /860/633-885>
ICf G ,�lAt6�&FLIEF, THIS MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH SCALE/NFEET CHASE ASSOCIA TES Q
-- W/NDSOR, INCLUDING BUT NOT LIMITED TO. FINAL GRADING (CONTOURS), U77LITY A -9 7-39- '4-C
LATERALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET AT ALL LOT
L�#7DO74 CORNERS PRIOR TO RELEASE OF THE LOT BOND. SOUTH WINDSOR, CONNECTICUT
40' 20' 0 20' 40' SCALE. 7"=20' GATE. 6/30/99 SHEET.• 7 OF.• 7
Oi /y••••.....•• .� �p�
S�U
FINISHED GRADE DOWN SPOUT NO TES.
TURN END SECTIONS LEAF GUARD THIS PLAN.
UP SLOPE TO PREVENT Q THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF
LEGEND OF SEDIMENT BARRIER
�-- THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR WITH THE CONDITIONS PRIOR
cvicnnLc canllnln cnnlrnllRS RYPASS OF WATER �QP _ P.V.C. DOWN SPOUT COUPLING
�, °Q°, TO TNF START OF CONSTRUCTION. ALL ACTIVITIES SHALL COMPLY WITH SAID CONDITIONS.
\G ° °o°° °n ° `o- FINISHED GRADE `
EXISTING SPOT ELEVATION q� "°��° ��N 6" P.V.C. RISER
END SECTION °cBpOa°°�°`�°°0° °
Q o3°�U°Q °� Q p °�oQ�o 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
�1
PROPOSED GROUND CONTOURS _-1 �a"Q�QQaO�°oQ� q oQn�D°n ° 6" P.VC. ADAPTER HUB, _ EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION,
)1
_ ov�fl°on000°o8 _ TH�REDED P.V.C. PLUG ELEVATION AND AVA/LAB/LTY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE IMMEDIATELY TO THE ENGINEER SO
a g°� p°°p o 0 n oo O°00 4 4" P.V.C. PIPE
- �, I- 6" BELOW FINISHED GRADE THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE.
PROPOSED SPOTNATION ELEVATION F� _
4 °0090 Q �oo° 6" X 6" P.VC. WYE
EXISTING TREE LINE CT D.O.T. 2" STONE ° �° °�o �0�°tl4 �°c4Q o 6" X 4" P.V.C. INCREASER COUPLING
° n o Q° °�oa ° THE TOP OF FOUNDATION (TOP FON.), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS
c,° 3�, , AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND BUILDER PRIOR TO THE
FILTER FABRIC °"° °
I- ° o ° START OF CONSTRUCT/ON. THE ENGINEER SHALL BE N077FIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE
6" P.V.C. WYE (IF REQUIRED FOR
n
., nrnccn l uu-r nc 111 r-A RING I I I FYI_q 7Nr GRADE—� .h OTHER nniuni cAnnr cnnlnlFrrinn[s)—\ PROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE.
rrcvrwcu umll vl IiLL l/\I/.v II FOUNDATION P ACTIVITIES, THE CONTRACTORSHALL CONTA
LI I I 6" P.V.U. SAN. LA 1. v ll lLl ��,..,. .�,
o EXISTING STORM SEWERS FILTER FABRIC NOTE. ALL PIPE AND FITTINGS SHALL CONFORM tvl - PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE A ES CT THE
TO A.S T.M. D-3033 OR D-GS34, SLR 35. CONNECTICUT UNDERGROUND UTILITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A UTILITY MARK OUT.
s EXISTING SANITARY SEWERS OAK STAKES 10' ON7 END SECTION 90; 6" P.V.C. ELL
CENTER, TYPICAL ^nAlnre/ //�Tl/1Al Ckl MAAI/•%C SANI TAR CLEANOUT
�i. 45; 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND ACTIVITIES SHALL BE IN ACCORDANCE WITH THE
w EXISTING WATER MAIN THE MIDDLE SECTION SHALL toV/YJ IITVV llL/l11 G/Y-1/�/11IrV6. `�' •"' --- �•�-�
rnnl�� /nnc�Eon1 1n nn lnRV tORR 7X/E CYCTFA
EXISTING GRADE, TYP. 6" P.V.C. PIPE CONNECTICUT GUIDELINES FOR SOIL EROSION iHivO SEDIMENT COiv lrcvc t�.wca�./, vnlvvr,l�l l�,�,.BE INSTALLED LEVEL FOLLOWING I�- NOT TO SCALE 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
774E GROUND CONTOUR LINE
TOWN OF SOUTH WINDSOR.
s PROPOSED SANITARY LATERAL ,
PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON 7741S PLAN SHALL BE
F PROPOSED EL/EC TFI F ATV LATERAL Q �-FILTER FABRIC —4" P.V.C. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO
o PROPOSED GAS LATERAL EXCAVATE EXISTING SOIL AND FIRMLY 4" PVC FOUNDATION DRAIN ADDRESS FIELD CONDITIONS OR AS D/REC7ED BY THE TOWN OF SOUTH WINDSOR.
EMBED BOTTOM OF FlL 1ER FABRIC
4" X 6" P.V.C. INCREASER COUPLING THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACETD AGGREGATE OR GRAVEL AS SOON AS
FLOW 6" P.V.C. PIPE TO OUTLET POSSIBLE FOLLOWING THE FOUNDA7ON BACKFILL.
w PROPOSED WATER LATERAL ,op EXISTING GRADE, TYP.
• R PROPOSED ROOF DRAIN OUTLET - - /�-'-_ I 10' MIN -I TnRCO11 AND �';CAVdTED SOIL AAATFR/A/S .SHAI! BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. THE
r vr.../vlL
STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS. IF SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED
=� TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED IN ACCORDANCE WITH THE "TEMPORARY SEEDING"
F PROPOSED FOUNDATION DRAIN OUTLET
R_fF00 T/NG DRAIN LA TERAL REQUIREMENTS OF THE CGSESC.
1 o i PROPOSED STREET TREES
NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WITH A MINIMUM
ry
- - -
OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUiirEMEIJTS yr me
PROPOSED IRON PIN � ME
EMBED STAKE 12" MIN. CGSESC.
PROPOSED MONUMENT SFD/MEN T 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 WINDSOR.
PROPOSED SEDIMENT BARRIER
ADEQUATE EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE
SA PROPOSED SOIL STOCKPILE AREA TOWN OF SOUTH WINDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC.,
TELE., ETC.).
0
rn� PROPOSED CONSTRUCTION ENTRANCE U
THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUC770N DE
rTOP FND. PROPOSED TOP OF FOUNDATION ELEVATION THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
CONSTRUCT70N WORKERS.
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION
sMr+ INSPECTION BY THE TOWN OF SOUTH WINDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
GAR. FLR. PROPOSED GARAGE FLOOR ELEVA7ON TF. 315.10 C.B.
TE
V.1N 310.23 TO. 315.72 OCCUPANCY THE INSPECTION EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT l
FL. 311.18
STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS
T$ T7S8URY SILT LOAM
I A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL
- _ . _ I INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH WINDSOR, INCLUDING BUT NOT
(�$ CHESHIRE FINE SANDY LOAM
-I. . _ _ _ I LIMITED TO: HOUSE LOCA77ON & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING.
_ r =
WC WALPOLE LOAM D _ . .. . . =. .
-o _D -_o _D _D � . . _ . . _ . . - . . - .
--o \ /
/��► LIMIT OF WETLANDS —D —D --D —D —D —o 0 0 D
/
LIMIT OF WETLANDS BUFFER J
\ s __s ��6
_ems
_s
•••••••••• UPLAND SOIL TYPE LIMIT �
S —s TAL CO TT A��p o
GE-
w w ROAD
��
�\ w _ w _ w y �\
� � � w
�—
w w �'— w — w �_ V `
6"8CLC - -
STREET S 83 26' 05" £ 2
60.00'
10' tMDE STREET TREE EASEMENT IN
- FAVOR OF THE TOWN OF SOUTH WINDSOR \ —
— -
PROPOSED 70' WIDE
CL & P EASEMENT
\ R=425.00'
L=55.15'
310 \ lc=07. 26' 08"
ti
en oo• 50' F.Y. \
o \\ Q) \\
h �
23.0' \\
21.17'
PORCH 4.33' \ M'4.5' 7.0 5.0'
0 14.
1.0' � 6.0' 5' \
a
TOP FDN.= 3/5.5 0
/ GAR. FLR.=3/5.0
/ j o BSMT. FLR=308.0
16.0' \
W \ 3//.0 (Z 0 0 27.0,
S Q DECK '63o6
7.0' \
' HA T o \3110 31Z
ASSOCIA TION
o �\' a0 OPEN SPACE
� \ -N
306
Q
PROPERTY ADDRESS.
\ \ —_J (ZS'j �• 136 TALCOTT RIDGE ROAD
� 50'
REFERENCE IS MADE TO MAPS TITLED: 4
PROPERTY ZONE:
2033 ELLINGTON
RR - OPEN SPACE
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 LOT O JOHN DO
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-I, Kl, K2, S7, 52, S3, S4, S5, S6, Tl, T2, T3, �J \ o `�
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED CHASE ASSOCIATES
\ '4 WNER:
7HROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. �.
� ` \ � 7('lr:�')1}!trY s•i�J.6t�c�
�, '.f,_ i�,t � }i r ROAD
SOUTH WIND
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 648-2 006
WI 06074
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR 304 - _ _ A=20,247 S.F. `� \ (860) 48
=0.4648 AC.
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT _ ` ��
OF LAND SURVEYORS, INC. _ f \ ENGINEER / SURVEYOR:
ROBERT JOHNSTON, PE
ASSOCIATION
DAMES W. DUTTON, LS
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCAT70N SURVEY. - �.a
� �o v ` �� ENGI TEK, INC.
// 83'26'
67 EASTERN
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. 11 / 30B
�_ 0 OS" W � � � V GLASTONBUR BOULEVARD
0603�
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. (860)-633-9401
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. �— ,III
THIS SURVEY CONFORMA TO TOPOGRAPHIC ACCURACY CLASS T-D. III ' PLOT PLAN
,\ -L10.00' :� 10' WIDE DRAINAGE EASEMENT
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. I� �- \N FAVOR OF LOT 14 ENGITEK, INC.
f°= :v°��`�� ' — 3d6 LOT 14 CHASE ORCHARDS
NO ZONING VIOLA770NS EXIST RELATING TO THE PROPOSED HOUSE LOCATION OR SIZE + GYp�DC��� �`g,•
EN6/yfEi?S,SUi9l�EY0/IS&EN{'/lfOy./1E�YT�4L COiYSULTANT
"TO •%se4.�c�etrrs�• lAND BELIEF, THIS MAP /S SUBSTANI7ALLY CORRECT AS NOTED HEREON" .'L�'F PREPARED FOR
67EASTERNBOULEI/ARD, GLASTONBU18 CONNECT/CUT06033
^ r cn,� v ,- p��Cy
ILq PHONE. /860/633 940>FAX. /8601 633 885
j ,./�`t,NLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF THE UNDERSIGNED err e �'' CHASE ASSOCIATE
:li' Y V"k, .� • SCALE/NlcF, A 9 7-39- l 4B
SOUTH WINDSOR, CONNECTICUT SCALE.• 1"=20' DATE.• 0JI17199 SHEET.• 1 OF.• 1
�y
40' 20' 0 20' 40'
1 c��'bTt LS 378074
oio'9+ ...... • • ��`�
1600244 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 05/03/2016
GIS ID: 89050136 FEE: 195.00
MUNIS APPLICATION# 201600493 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: DZEN RESIDENTIAL ROOFING ADDRESS: 136 TALCOTT RIDGE ROAD
ADDRESS: 105 EDWIN ROAD rl OWNER: .._,.ZVENIGORODSKIY BORIS&
SOUTH WINDSOR,CT 06074. 136 TALCOTT RIDGE RD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: TEAR OFF SHINGLES. INSTALL 6FT.ICE AND WATER SHIELD,
SYNTHETIC FELT PAPER,RIDGE VENT AND RESHINGLE.
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
5/3/2016 3:02 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE