HomeMy WebLinkAbout197 TALCOTT RIDGE RD i
APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE) 860-644-2511 EXT.230
PERMIT NUMBER:
DEPARTMENT DECISION
APPLICATION IS HEREBY: r
APPROVED: BLDG.PERMIT NUMBER:
DATE INSPECTOR
�"00,
LOCATION OF WORK:
APPLICANT: OWNER: TYPE OF STRUCTURE:
/1/1,/ ,/ ❑NEW BUILDING
NAI +� ��y��A�` �CQG�Q`llcC/� NAME: 4C ADDITION
PHONE NUMB ' / �7 �✓ PHONE ❑EXISTING BUILDING
ADDRESS: Al/'0' B� f (I ADDRESS: au^'N l
TYPE OF USE:
,�pJ1 C sy
a RESIDENTIAL o COMMERCIAL
HVAC INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: #GATING V/C
HEATING:
TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED)
DESCRIBE ALL HEATING EQUIPMENTON CLUDE MAKE AND MODEL NO.):
4,Wtic:,i,v j�i4N*&4,t
ZOO y n 74 6 0 ESTIMATED COST:S
AIR CONDITIONING: I O)
DESIGN TEMP:OUTSIDE °F INSIDE °F DIFFERENCE F° FEE ENCLOSED:S /
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) �� 7
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.):
FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST.
ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
S1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART
OF THE PERMIT FEE)
THE UNDERSIGNED NEARBY 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 PPEERFO�MiANCE OF SUCH WORK.
CONTRACTORS LICENSE NO.: 0�9�' 7 �d TYPE: s STATE:
SIGNATURE OF APPLICANT: DATE:
�t'�o18Oe93y
Q-)LDp- ► (a -a6a
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing#
HVAC# - 191 Ta l Co1� (ZiCr*q P (�acc® Date:
Sprinkler# I a5 Estimated Cost $�j SSG
FINAL APPROVA S
Building r^ �Z COMPLETE RED BOXED AREAS Permit Fee $
Occupancy Fee $
Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $
Affidavit ► SIGN ON REVERSE SIDE
Appr.forCO. Total Fee $ 276
TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 11-7Sy
The undersigned hereby applies to do work according to the following:
Applican Location of Work Lot No.
Applicant's Address /a"p SA,/el- Tel #
Town dE�s�t Zip 0611,S —Lic.#
Owner,4.,i LA^�L-Z ! Architect___
Owner' Address Architect's Address
j Zip 4060?y Zip
Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area
Purpose of this permi CC.,
cci i
City Water L] Well ❑ Septic System ❑ Sewer
U IU
Ins: HO Area Basement Garage
Approved by Date t, 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 thi building and its use is allowed. '
Signed in '
JL
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 11 40 53
INSPECTION: 85213 FINAL PERMIT:
STATUS:
APPLICATION: 201600510
LOC: 197 TALCOTT RIDGE ROAD
SOUTH WINDSOR
PROPERTY ID: 89050197
OWNER: LENKEIT PAUL & LORI J
CONTRACTOR:
REQUEST BY:
PROJ DESC: STRIP AND RESHINGLE ROOF. 39 SQ. USE 6 FT. ICE AND WATER
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
LEGEND TURN END SECTIONS FINISHED GRADE DOWN SPOUT NO/GS.
OF SEDIMENT BARRIER
UP SLOPE TO PREVENT LEAF GUARD
EXISTING GROUND CONTOURS BYPASS OF WATER �op
I THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN.
f P.VC.C. DOWN SPOUT COUPLING THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR WITH THE CONDITIONS PRIOR
TO THE START OF CONSTRUCTION.
°n ° FINISHED GRADE TION. ALL ACTIVITIES SHALL COMPLY WITH SAID CONDITIONS
EXISTING SPOT ELEVATION ��'\ o v 3' qo,, ° .�
END SECTION °0 gn��q °Op Q %L 6" P.V.C. RISER
296
Q , EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS PROPOSED GROUND CONTOURS
OPEN SPACE SUBDI V/S/ON AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY
n 6" P.V.C. ADAPTER HUB,
n q� EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION,
296 PROPOSED SPOT ELEVATION V.C.%0 0 THREDED P. PLUG
V. ELEVATON AND AVAILABILTY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE IMMEDIATELY TO THE ENGINEER SO
L 6" BELOW FINISHED GRADE 4" P. C. PIPE THAT ADJUSTMENTS TO 774E DESIGN CAN 8E MADE.
�_I
°q�ti°qA�DQ°Q c° °
EXISTING TREE LINE CT D.O.T. 2" STONE � U q��°y p e�oo o��� o 6" X 6" P.VC. WYE
cu rco cAnE)l ° °4a_° 3,�Doo°Q o 6" X 4" P.V.C. INCREASER COUPLING THE TOP OF FOUNDATION (TOP FDIC), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS, ad, �-f
III. ric icn rnonru ..q -6�, °W
` PROPOSED LIMIT OF CLEARING i _I j �o n \�' AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN 771E FIELD BY THE OWNER AND BUILDER PRIOR TO THE
—II EXISTING GRADE o \cj 6" P.VC. WYE (IF REQUIRED FOR START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE
I' 6" P.V.C. SAN. LAT. OTHER DOWN SPOUT CONNECTIONS) HOUSE PROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE.
n EXISTING STORM SEWERS FlL TER FABRIC i N' FOUNDATION
NOTE. ALL PIPE AND FITTINGS SHALL CONFORM PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES, THE CONTRACTOR SHALL CONTACT THE
s EXISTING SANITARY SEWERS OAK STAKES 10' ON END SECTION TO A.S.T.M. D-3033 OR D-3034, SDR 35. v CONNECTICUT UNDERGROUND U77LITY PROTECTION PLAN (TEL. 1-800-922-4455) AND REQUEST A U77LITY MARK OUT.
CENTER, TYPICAL
_ I 90; 6" P.VC. ELL
w EXISTING WATER MAIN THE MIDDLE SECTION SHALL CONSTRUCTION EN TRANCE SANI TAR Y CLEANOU T 45, 6'P.V.C ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC77W TIES SHALL BE IN ACCORDANCE WITH "THE
BE INSTALLED LEVEL FOLLOWING �i�Il EXISTING GRADE, TYP. 6" P.V.C. PIPE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL- (CGSESC), JANUARY 1988. THE SYSTEMS
THE GROUND CONTOUR LINE NOT TO SCALE NOT TO SCALE
s PROPOSED SANITARY LATERAL 6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL 774E SITE IS STABILIZED TO THE SATISFACTION OF THE
TOWN OF SOUTH WINDSOR.
E PROPOSED ELEC., TELE, CA TV LATERAL FILTER FABRIC
PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE
EXCAVATE EXISTING SOIL AND FIRMLY 4~- 4" P.V.C. PIPE I PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO
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 FLOW 4" X 6" P.V.C. INCREASER COUPLING
EXISTING GRADE, TYP. THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACE79 AGGREGATE OR GRAVEL AS SOON AS
6" P.V.C. PIPE TO OUTLET POSSIBLE FOLLOWING THE FOUNDATON BACKFILL.
R PROPOSED ROOF DRAIN OUTLET
10' MIN. TOPSOIL AND EXCAVATED SOIL MATERIALS SHALL BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. THE
F PROPOSED FOUNDA7ON DRAIN OU7LET STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS. 1F SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED
III—III TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED IN ACCORDANCE WITH THE "TEMPORARY SEEDING"
{ ROOFfFQ0TING DRAIN LATERAL REQUIREMENTS OF THE CGSESC.
PROPOSED STREET TREES
—(-�— PRnpncFn iRnti PIN �,.o�, �r°,.� ..,^, NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WITH A MINIMUM
- • RO •---•- IRON • • - cmocu �innc �c ,wow. OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUIREMENTS OF THE
PROPOSED MONUMENT SEDIMENT BARRIER CGSESC.
NOT TO SCALE SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM THE CGSESC OR AS APPROVED
�\ PROPOSED SEDIMENT BARRIER BY THE TOWN OF SOUTH W7NDSOR.
SA PROPOSED SOIL STOCKPILE AREA ADEQUATE EROSION AND SEOIMENTA77ON CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE
TOWN OF SOUTH WINDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC.,
PROPOSED CONSTRUCTION ENTRANCE TELE., ETC.).
U
TOP FND. PROPOSED TOP OF FOUNDATION ELEVATION PROPOSED 70' WIDE C.L.&P EASEMENT THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONS7RUC77ON DEBRIS.
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION
THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
6-sccc CONSTRUCTION WORKERS.
GAR. FLR. PROPOSED GARAGE FLOOR ELEVATION a w ER w INSPECTION BY THE TOWN OF SOUTH WINDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
_ OCCUPANCY. THE INSPECTION EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT SITE
Ts T/SBUR Y SILT LOAM w w w w STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS.
w w _
S- S T,qLCp�-�. - w -- w
CS CHESHIRE FINE SANDY LOAM _ s— �iDG _ w r- _ w A FINAL AS-BUILT PLAN lS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL
s� —
s S s_ E RpA p w w w INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH WNDSOR, INCLUDING BUT NOT
WC WALPOLE LOAM a•Suc s S s_ w w — w LIMITED TO: HOUSE LOCATION & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING.
6 ScLc
LIMIT OF WETLANDS T.F. 332.5� s s — s _S
s
F.L. 320.15 s ectc I s�- s--- s
s—
LIMIT OF WETLANDS BUFFER —STREET INE J30 ti e s _
•••••••••• UPLAND SOIL TYPE LIMIT
'26' 05" E
105.3n 330
53o I ?
330 10' WIDE STREET TREE EASEMENT IN FAVOR
=•�.• - OF THE TOWN OF SOUTH WINDSOR
W V' S
5O' F.y 1v
r -
40.01
10 00
PROPOSED HOUSE
o
TOP FON. N 22.0• n
1,0.50' BSMT. FLR.-330.0 10 a.o'`6 a
/ 2.o GAR. FLR. = 322.S C J 329 I 329
9.,5 I
I 2.0'
I
v
1 a0.0• BO• p I
I
I Z ti I
I
(p L_�000'
329..q j o
2 —J
Wet IJ g FAt h ' o —32s
Qs
7ozbniW dtua2
l0-9MT5lA930 01410lIUS o
44 z LQ
326 46
� I Us / o
6 �
50' R.y —0 0 n
PROPERTY ADDRESS:
REFERENCE IS MADE TO MAPS TITLED: AREA=21,060 S.F. // 197 TALCOTT RIDGE ROAD
Cs =0.4835 AC. /
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 PROPERTY ZONE:
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-I, Kl, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, �. /— a N 83' 9R' nc. .. i (C� tin _PROPERTY
ONE
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED \ — v—="_ �1' ' "r �' "� `
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT, / 105.30' LOT OWNER
e / _
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH \� / CHASE ASSOCIATES
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR / � \. S 83'26' 5" E 2033 ELLINGTON ROAD
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT CLEANOUT " p _
SOUTH WINDSOR, CT 06074
ASSUCIAT10N OF LAND SURVLTUMS, IlVC. `L. 32246 D 1U5.30' (65U) 54tf-2U05
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCA77ON SURVEY. ° ° —L D D 6 D ENGINEER/SURVEYOR:
105.30, ° —D ° ROBERT JOHNSTON, PE
THE BOUNDARY DETERM/NA77ON CATEGORY 1S DEPENDENT RESURVEY. N 83°26' 05" {y CLEANOUT ° -- D JAMES W. DUTTON, LS
FL. 320 46 D —D ENGITEK, INC.
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. , / —D —D _ 67 EASTERN BOULEVARD
GLASTONBURY, CT 06033
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. L 10' WIDE DRAINAGE EASEMENT — — -�-j/ (860)-633-9401
i IN FAVOR OF LOT 44
THIS SURVEY CONFORMA TO TOPOGRAPHIC ACCURACY CLASS T-D. /
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. ASSOCIATION OPEN SPACE 25' WIDE CONSERVATION EASEMENT PL OT PLAN
�t .......
�s LOT 45 Ch',4SE ORCHARDS
�.�` EN6GYEERS,SUS AMMS&EN4/�PON.11 M64iCOb'SULTi4NTS
"TO My''`K1�7t�1y`L,YG UA {J� .• EF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HERE{•"•arYrann.„
Got"/1/�'�� PREPARED FOi9 67 EASTERNBOULElG4R0, GLASTONBURY, CONNECT/CUT 06033
THIS-A�?>l2 dS 1�jO7` ID rC/AlLR lT BEARS 774E LIVE SIGNATURE AND SEAL OF THEIDGnr°� `°',>!°.�
PHONE. /860/-633-9401 FAX.•18601-633-8851
CHASEASSOC/.9 TES Q Q
SURUEYQR 2�a • .• �` �„, t i� / SCALE//V FEET A 7—JvJ 45(J
JA '%D�7'>• ,•t4 SOUTH l�Y/NOSOR, CONNECT/CUT
,• 40, 20' O 20' 40' SCALE.• 1"=20' DATE.• 01107199 SHEET.• 1 OF- 1
JAI 10 1999
South Windsor
BUILDING DEPARTMENT.
rO THE BUILDING DEFT. TOWN OF SOUTH WMSCR
This certified that this plan and specifications are true
copies n! +h,+ n_rc-r.ser! dud':"m^ rs* alterations tFi MF
erec
to;zrther with amendments stated j,4, ,L v4V..rtati�. .nC
000 riled with plan and I agree to comply r. .,R zonins.
`� Bwilding and state laws and such order^ hsll bt
Y� issurd by 4hn R,riidinp nnn_,ra�;�nnt Au.! ndency
,f this o ulldin*
permit.
-hi
the-:ed the condition that
surd. .:,:,ncea :'n.Ft building shall be
m: ,iilb.
tent:.::.=,ally Avr+rovsd Thwu f,(W tVltfi
0
� I
LEGEND U
g PROPOSED 70' WIDE C.L.&P EASEMENT
322 _ f ' _ EXISTING GROUND CONTOURS_ 6"ecc
320 `- � � �
WATER �� wW w
- �_ �� w -
+32s.2 EXISTING SPOT ELEVATIONS 1611 8" w W w
w--
EXISTING BIT. PAVEMENT s— s— s�_ s TALCOTT Q/O/�� -- w w -- w w
s—
S— �T V ROAD -- w — w
- - -- - - - - - EXISTING CONC. PAVEMENT 8'RVC SA IV, S s— w - w
6'ec<c � s/�— s—
1 20 w -
331.92 I / s— S_— S—_
T.F. 332.52 / s
s BCLc EXISTING BIT. CONC. CURB. F.L. 322.78 6 9CGc 330.75 y 1 , s s s-
s
_$1REE LINE WG 331.97 330.0f
332.64
— 0 D D D — EXISTING STORM SEWERS - ' - . _ 329.54
•
331.63 $ 83.26`33L¢.�, 331.04 329.27
fHH 332.J® UJ E CONC WALK 330.40 330.03
-- s - s s s — EXISTING SANITARY SEWERS GG I 105.30'
Ii +331.5 / 330.52 330.26 —
— 330.'0
G — G G G — EXISTING GAS LINES
1Nv=3z27.t
E E f - f — EXISTING ELECTRIC LINES �- +330.2 I _�
— w w — w w — EXISTING WATER LINES
25' WDE SIGHT LINE EASEMENT IN \ `� y I h 25' 1NDE SIGHT UNE EASEMENT IN
FAVOR OF LOT 43 'LY 11 I m FAVOR OF LOT 47
i ,s29.8 k
— F F F F — EXISTING FOUNDATION DRAIN
— 328'87 329.0
R R R R EXISTING ROOF DRAINS 329.E=
S>FP `� - I 10' WIDE STREET TREE EASEMENT IN FAVOR
319.62 329.73 h _ _29.74`\ BRICK OF THE TOWN OF SOUTH WINDSOR
o EXISTING STREET TREE 3292 4D.io -- 329.60
�-
INV=324.79 �
0HH EXISTING UTILITY HAND HOLE $ 329.9
0 9'
a EXISTING HOUSE a 33027 22
EXISTING LIGHT POLE Q TOP FDN.=330.54
GAR. FLR.=330.29
_ $ Bs"T. F: _..T
- Q 10.60' N S--=332.99 32sf'
~ � I
EGG EXISTING GAS GATE O FL=32L8f a
� 4ato' ao' � +328.4
329.9f
O I
O + 329.83
EXISTING A.C. CONDENSER OQ• 329.1 I 329.80 BRICK S7Eps ' 0330.00 329.37
Q 329.7 BRICK 1 1 3 .8
J29.36 PA
-1` I h
h
IRON PIN TO BE SET ` BRICK PAD 330.20 \\ O
h
MONUMENT TO BE SET o J 1s 72
a- ♦� � �1 ^I! l� r� ^ D I N 328.0
EXISTING IRON PIN �� O
326.5 328.91
EXISTING MONUMENT 1 _ 328.E
O
h
�� 4s
WETLAND LIMITS 1 ^o
�i
o co
BUFFER LIMITS 328.1+1
o
� (ij
50' _0 1 0
--o
45 1 +
+ 326.E
327.4
328.8
AREA=2',060 S.F. 1
=0.1835 AC.
83` 6' 05" W o
C5.30' —
o 1
3271 1 —
CLE NOUT ° —D -_D _S 8= OS�E 105.30' $ _
FL. 3224E K
6 aVO D D
—D 325.5-7 �
105.3G'
CLEANOUT
N 83' 6' GS" (y "0.5.t
2 —
—D
+325.2
. . . .
REFERENCE IS MADE TO MAPS TITLED: 10' WIDE DRAINAGE EASEMEN' _ � -- ' • _ PROPERTY ADDRESS:
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 IN FAVOR OF LOT 44
197 TALCOTT RIDGE ROAD
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, K1, K2, S1, S2, S3, S4, S5, S6, Tl, T2, T3, �
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED ASSOCIATION OPEN SPACE 25' WIDE CONSERVATION EASEMENT
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. IN FAVOR OF THE TOWN OF SOUTH WINDSOR PROPERTY ZONE:
RR - OPEN SPACE
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH
LOT OWNER:
20-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES 'MINIMUM STANDARDS FOR JOHN DORAN
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT
ASSOCIAT70N OF LAND SURVEYORS, INC. CHASE ASSO I
2033 ELLINGTON ROAD
SOUTH WINDSOR, CT 06074
UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMA170N FURNISHED BY
OTHERS. THIS INFORMAT70N IS TO BE CONSIDERED APPROXIMA7E, ENGITEK, INC. AND 774E (860) 648-2006
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS ENGINEER/SURVEYOR:
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN.
DAMES W. DUTTON, L
ENGI TEK, INC.
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCA77ON SURVEY.
67 EASTERN BOULEVARD
GLASTONBURY, CT 06033
THE BOUNDARY DETERMINA7ION CATEGORY IS DEPENDENT RESURVEY.
AS-BU/L T 860 -633-9401
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. PL 0 T PL A N
NO TES: REVISED 6/17/99 - UPDATE
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. UNDERGROUND UTILITY LA7ERAL LOCATONS SHOWN PER INFORMA77ON PROVIDED ENGITEK INC.
NO ZONIW% %'ffbN,� EXIST RELATING TO THE EXIS77NG HOUSE LOCATION OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH MNOSOR. LOT 45 CHASE ORCHARDS 1
N� ��� LOCATIONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN PREPARED FOR 67 EASTERA/BOULEVARD, GLASTOA/BURY, CONNECT/CUT 06033
THE FIELD
7N/S�E7 �15� bjA�1 NOT VALID UNLESS /T BEARS THE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVATION. ENGI�YEEBS,SU/91'EYOAS&EYV/�YO,Y.f1ENTAlCO,YSULTA�f'TS
UN( S(��
Q O2G� PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF CHASE ASSOCIATES
PHONE. /860/6339401 FAX. /860/633 BB51
"T Y�l NO AND:BELIEF, THIS MAP lS SUBSTANTIALLY CORRECT AS N07ED HEREON" NECESSARY) TO SHOW ALL INFORMAT70N AS REQUIRED BY THE TOWN OF SOUTH SCALE/NFEET C� GJ
WINDSOR, INCLUDING BUT NOT LIMITED TO: FINAL GRADING (CONTOURS), :JTuTY A —`� �—�`� —��
* _ LATERALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET 4 , a;: � -
p�4 CORNERS PRIOR TO RELEASE OF THE LOT BOND. SOUTH WINDSOR, CONNECTICUT
40' 20 t7 20' 40' SCALE. 1'=20' DATE. 6/16/99 SHEET.
,zz! su Rp
1600257 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 05/04/2016
GIS ID: 89050197 FEE: 270.00
MUNIS APPLICATION# 201600510 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: STEVE CZERWINSKI INC. ADDRESS: 197 TALCOTT RIDGE ROAD
ADDRESS: 1365 SILVER LANE OWNER: LENKEIT PAUL&LORI J
EAST HARTFORD,CT 06118 197 TALCOTT RIDGE RD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: STRIP AND RESHINGLE ROOF.39 SQ. USE 6 FT. ICE AND WATER
BARRIER,RHINO SYNTHETIC UNDERLAYMENT,METAL F8 DRIP EDGE,
NEW PIPE BOOTS,NEW RIDGE VENT,GAF TIMBERLINE ARCH.SHINGLES.
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
5/4/2016 10:59 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1800325 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 06/20/2018
GIS ID: 89050197 FEE: 162.00
MUNIS APPLICATION# 201800934 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: CHARTER OAK MECHANICAL ADDRESS: 197 TALCOTT RIDGE ROAD
ADDRESS: PO BOX 1404 OWNER: WAGNER STEVEN JOHN&LISA MARIE
MANCHESTER,CT 06042 197 TALCOTT RIDGE ROAD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: REPLACE EXISTING GAS FURNACE AND CONDENSING UNIT
SPECIAL CONDITIONS: _ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED THE BUI G DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILD AG OFFICIAL
6/20/2018 3:39 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE