HomeMy WebLinkAbout120 TALCOTT RIDGE RD LOT 10 Electric # PPI � -HON FOR BU ING PERMIT
Plumbing# 120 T a l c t
HVAC# 13000002 Date: j 3
Sprinkler# Estimated Cost $ D o 0
FINAL APPROVALS Permit Fee $ t �
Building COMPLETE RED BOXED AREAS Occupancy Fee $
Engineering TYPE OR PRINT ONLY
Appr.Affidavit
► SIGN ON REVERSE SIDE Eng. Insp. Fee $
at
Total Fee $ 1��
TO THE BUILDING RTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $-t'" 7 IZ
The undersigned hereby applies to do work according to the following: <w) 86 o i 10 0
Applicant 4 6 i Location of Work 4 s Lot No.
Applicant's Address )7!9 Zn t, S Tel # 8,G 0
Town J9141A v. Iff Zip O 6 0 6 Z Lic.# J-/ SV 3f Z
Owner 1 6 Architect
Owner's Address f 20 Ta f(c. /h K Architect's Address
Zip - --- —Zip—
Sq.Ft. New Area: 1 st FI. 2nd FI. 3rd FI. 1 .Total New Area
Purpose of this permit d, ea/S t{ �wfi r-e N o 4" cA2 �"r— k 4 I -
S Al /.tr i c r w a4r uy.M- r-4-, /+ CMG
City Water J Well J Septic System J Sewer J ?6 13a
Ins: HO P Cert. Area Basement Garage
Approve Date `{ .3 Use Group Construction Type
Revised 1108
hereby agree to conform to all the requirements of the Laws of the State of Connecticut an e Ordinances of the Town of
South Windsor and to notify the Building Inspector o y alteration in th e
ns of the Building for which this
permit is asked,and agree that this building is to b 1 it
the proper is nt lines,side yard lines,and required
distances from all other zones and is located in w i this building an it use
Signed
I hereby apply for a Certificate of Occupancy for the work descri in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
• f
INSPECTION FIELD SHEET 03/12/13
Printed by Peart, Dayshell 09 40:26
INSPECTION: 54729 FINAL PERMIT:
STATUS: "
APPLICATION: 201300018
LOC: 120 TALCOTT RIDGE ROAD
SOUTH WINDSOR
PROPERTY ID: 89050120
OWNER: XIAO DAYAN & ZOU QIONG
CONTRACTOR:
REQUEST BY:
PROJ DESC: REPLACE ENTIRE ROOF WITH GAF LIFETIME SHINGLES, ICE AND
WORK ORDER:
INSPECTOR: ROSE RESULT: PENDING
REQUESTED: 01/28/13 PRIORITY:
SCHEDULED: 01/28/13 PM COMPLETED: 01/29/13
UNPAID FEES 00 Date Time
MILEAGE: 00 TIME: TRAVEL ONSITE
COMMENTS
roof snow covered
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
02/01/13 ROSE PASS B010 FINAL
LEGENDTURN END SECTIONS FIN/SHED GRADE
OF SEDIMENT BARRIER DAGRADE
N
UP SLOPE TO PREVENT L THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIOS/ON ARE A PART OF THIS PLAN.
EX/STING GROUND CONTOURS BYPASS OF WATER P�
- - �� P.V.C. DOWN SPOU THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMlLUAR WITH THE CONDITIONS PRIOR
FINIS TO THE START OF CONSTRUCTION. ALL ACTIVITIES SHALL COMPLY WITH SAID CONDITIONS
EX/STING SPOT ELEVA7ION Q��� oa�gOoo���oa o '�Gy 6" P.V.C. RISER
END SECTION
g oo°od°o°9s°d a°Q°�Q qQ�,V EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS
PROPOSED GROUND CONTOURS °o°Q 4q°° o AqO°°c OPEN SPACE SUBDIVSION AND MAY NOT HAVE BEEN INSTALLED AS OF 774E DATE OF 7N/S PLAN. PRIOR TO ANY
o0a °o °a , 6" P.V.C. ADAPTER HUB, EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION,
THREDED P.V.C. PLUG
PROPOSED SPOT ELEVATION 0� c'�,° �°q°�°qq Qo"°aq ° ELEVATION AND AVAILABILTY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE IMMEDIATELY TO 774E ENGINEER SO
FLf °,Q g°�o°do4�°°�°aoo4�°oG'o 6" BELOW FINISHED GRADE 4" P.V.C. PIPE THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE.
EXISTING TREE LINE CT D.0.T. 2" STONE w °°o Q�a °� 4 n2 o°oa � J 6" X 6" P.V.C. WYE
° ,c° o quo 4 q� f 6" X 4" P.V.C. INCREASER COUPLING THE TOP OF FOUNDATION (TOP FDN.), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS
17 NLTtR FABRIC °q' ooq"'oo�'� AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN 774E FIELD BY THE OWNER AND BUILDER PRIOR TO THE
PROPOSED LIMIT OF CLEARING —I�I =I1 EXISTING GRADE V �� �y 6" P.V.C. WYE (1F 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 CONNECTIONSI
HOUSE PROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE.
n EXISTING STORM SEWERS FILTER FABRIC _ FOUNDA7ION
-_ NOTE: ALL PIPE AND FIT77NGS SHALL CONFORM PRIOR TO ANY CONSTRUCT/ON OR LAND D/S7URBANCE ACTIWT/ES, THE CONTRACTOR SHALL CONTACT THE
s EXISTING SANITARY SEWERS OAK STAKES 10' ON END SEC77ON TO A.S.T.M. D-3033 OR D-3034, SDR 35. CONNECTICUT UNDERGROUND U77LITY PROTECT70N PLAN (TEL. 1-800-922-4455) AND REQUEST A U77LITY MARK OUT.CENTER, TYPICAL �p 90; 6" P.V.C.w EXISTING WATER MAIN THE MIDDLE SECT70N SHALL II EXISTING GRADE, TYP, trONSMUCTION ENTRANCE SANITARY CLEAN � 45-, 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC77Vl77ES SHALL BE IN ACCORDANCE WITH "THE
BE INSTALLED LEVEL FOLLOWING li_ 6" P.V.C. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JANUARY 1988. THE SYSTEMS
THE GROUND CONTOUR LINE NOT TO SCALE NOT TO SCALE 6" X 6" P.V.C. WYE
s PROPOSED SANITARY LATERAL SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UNTIL THE SITE IS STABILIZED TO THE SA77SFACTION OF THE
TOWN OF SOUTH W/NDSOR.
E PROPOSED ELEC., TELE., CA TV LATERAL FILTER FABRIC f— J PRIOR TO STAR77NG ANY LAND DISTURBANCE ACTIVI7ES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE
EXCAVATE EXIS77NG SOIL AND FIRMLY —4" P.VC. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED TO
PROPOSED GAS LATERAL EMBED BOTTOM OF FILTER FABRIC Z4" PVC FOUNDATION DRAIN ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WINDSOR.
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 THE FOUNDATION BACKFILL.
R PROPOSED ROOF DRAIN OUTLET
10' MIN. - TOPSOIL AND EXCAVATED SOIL MATERIALS SHALL BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. THE
F PROPOSED FOUNDATION DRAIN OUTLET '�.:�-1I� STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS. IF 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"
PROPOSED STREET TREES ROOF/F00 TING DRAIN LATERAL REQUIREMENTS OF THE CGSESC.
NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WITH A MINIMUM
—� rKurustu IKUN l-'lN EMBED STAKE 72" MIN. OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUIREMENTS OF 77-IE
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 l4qNDSOR.
SA PROPOSED SOIL STOCKPILE AREA ADEQUATE EROSION AND SEDIMENTA7ON CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE
o TOWN OF SOUTH WINDSOR DURING CONSTRUCTION OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC.,
MR-1
PROPOSED CONSTRUCTION ENTRANCE TELE., ETC.).
/P= 425 00' THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUCTION DEBRIS.
Tt7P FNn oDnonccn rno nc cn11n1neT/nn1 �i cve nnnl / _ 1� qR '
•v. . •..... I /\VI VJLV IVI VI / VV/ ✓/�//v/• LLL �//vr• � v.VV
= O/°- 53-0:5° THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION s T = 6.99 CONSTRUCT70N WORKERS.
S _
GAR. FLR. PROPOSED GARAGE FLOOR ELEVA7ON _s s INSPECTION BY THE TOWN OF SOUTH W/NDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
s OCCUPANCY. THE INSPECT70N EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT SITE
Ts 77SBURY SILT LOAM s s 8 STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH wWNDSOR AS DIRECTED FOR INSPECTIONS
CS CHESHIRE FINE SANDY LOAM A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL
w s� ,7�s � INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH W/NDSOR, INCLUDING BUT NOT
s I I SMH WC WALPOLE LOAM w F
LIMITED TO: HOUSE LOCA77ON & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING.
� VV_311.15
s -284.83 S&W
LIM �T IT OF WETLANDS w T -�eY
w w AL� ` �l /NV.=302.00 N&E
OC, WOAD s _
— w
LIMIT OF WETLANDS BUFFER —
�
•••••••••• UPLAND SOIL TYPE LIMIT L/NE
306 �
S83=26-05'
I
84.36'�� I w w --- w
\ I 70' WIDE PROPOSED EASEMEA'T/N
\ \ R=20. F - C'ONNEC77CUT LIGHT AND Pp14E-R C M AN�F HE
/ \ \ CA=90--00'-00
\ II I I
\ � T=13.00'
C=18.38, ti
\ ^ \ I 7 .0
I J 50'FY \ \ I I
OF THRE
ET p{ SOUASEMENT/N Fo OF E WNDSORq VpR
0 \ S \ H
I1035' \ II I I
b 76 1p 35, 6 15.69-
�O 20'
TOP
NG FOUNDA T/ON ry Z y
9 _ a ,
GAR. FLR._308.29 (EXIST)
/ I BSMT. FLR.=300.79 (PROP.) I / ti O
h z.o' (PROP.) h ij / c
^h
It -299 S 8 17' 07.
o �
I
' Q 6.8T H 1 I O I y S OT
M. /cHi NV. 29�.SB
�v I 307 —
-50.76' I
V
lk/
�fL �93 0 1N'F/DE DRAINAGE EASE ' I\ y �6
IAVOR OF LOT 10 MENT O ARE =20,0 Z 07 �^ 1 '-,n�;. I \\ /
=0.4 94 AC.
Q — _ D p 135.1 p' I in PROPERTY ADDRESS:
O D
----D 0 / {^� 120 TA COTT"'RODGE RD.
REFERENCE IS MADE TO MAPS TITLED: T — — �38.10'
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 IT — ' _ `- i /O i cy 302 PROPERTY ZONE:
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-I, Kl, K2, Sl, S2, S3, S4, S5, S6, Tl, T2, T3, — t'- — F RR - OPEN SPACE
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED �,�, - _ I I I C0A15r 'UCT/ON
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. / 90E 7-0" D R A N .11712 �/ I h ENTRANCE LOT OWNER:
26- JOHN DORAN
7HIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH ClE4A/_QUr 05"W CHASE ASSOCIATES
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR / FL 294 I SOUTH
INDSOTON ROAD
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT 3 r'9�, SOUTH W7NDSOR, CT 06074
ASSOCIATION OF LAND SURVEYORS, INC. o I
I 860 648-2006
ENGINEER/SURVEYOR:
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. ROBERT JOHNSTON, PE
/ w JAMES W. DUTTON, LS
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. / I ENGITEK, INC.
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. v I ti 67 EASTERN BOULEVARD
GLASTONBURY, CT 06033
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. " / / I I (860)-633-9401
7HIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. / ti
I PLOT PLAN REV15ED 12 2199 - LOMMrNTS
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION, ENGITEK INC.
NO ZONING WOLA77ONS EXIST RELATING TO THE PROPOSED HOUSE LOCATJ0N.-fOR-SIZE.
LOT 10 CHASE ORCHARDS
`,`���{1111YllIIf1001�� Q�'r'�r I I ENSGYEEBS,SOH4EYOMS&FVVlPOH.NfiYTAL COA'SOLTANTS
"TO MY KNOWIA � !<;'o�,TH/S MAP IS SUBSTANTIALLY CORl� 7,�,A l�{OTED HEREON" 67EASTEf>'NBOULEI/ARD, GLASTONBURY, CONNECT/CUT06033
�� �.,.• W. ' ++ ;�, PREPARED FOR
C PHONE.'/8606633--9401 FAX.'/860/-633-8851
THIS MAP I.f�P. T-BEARS THE LIVE SIGNATURE A#Fb- E>AL ' F THE UNDER$IGNED
SURVEYOR :�Q �a Cr '` 0„"a
SCALE/NFEET CHASE A SSOCIA TES A —9 7—39- 10BX
fJ 1.
n -
__ SOUTH WINDSOR, CONNECTICUT SCALE. 1"=20' DATE- 11 17/99 SHEET. 1 OF. l
20' 40' /
SURVEY
%of
��/prrunlpp����
0
U
LEGEND
322 EXISTING GROUND CONTOURS
320
4325.2 EXISTING SPOT ELEVATIONS
-- -- EXISTING BIT. PAVEMENT
�s
s
- - - - - - - - - - EXISTING CONC. PAVEMENT
s BCLC EXISTING BIT. CONC. CURB. s s
s -
-
R=
D D D D - EXISTING STORM SEWERS ' s
w L=13983.98'
w ` A=01'-53'-05" 7 `s s I I SMH
T.F.=311.17
W W T=6.99' ( -�s _� ��INV=285.02(S&W)
- EXISTING--- s s ---- TING SANITARY SEWERS � � W C=13 08' s � �
— w — W -_ w `\ T,q L C p�� �-- S �' l�.i q IN V.=300.41(N)
c --- c --- c EXISTING GAS LINES 3o6.51 w W -_ RIDGE f.�/\/�J
w —� W 00 O F S
gD 3ozsa w __ w — \
EXISTING ELECTRIC LINES _ ( EET TRANS 3 8 0 W -_- W W -— w s _- s s
7 E - s -
�`J 309.61 w i1, w q— w w w w --- EXISTING WATER LINES �O6\\ C�THH / 3"PEAR S 8 R4 ,05" E H� T" \ y -- wl— w T W .. .. w -
306.9 3"OAK O 310.02 I q T.G. 309.77 w w w
— F F F F --- EXIS77NG FOUNDATION DRAIN \\ I \\ ®®308.4 \ THH I F.L. 305.47(N) W w --
\ _ \\ -� 3"PEAR � F.L. 305.41(5)
—R R R R EXISTING ROOF DRAINS ��\ �I - - �. 03101 EMH \ I 3��
� M /
EXISTING STREET TREE \r `� W305.1 \
MI
I � 70' WIDE PROPOSED EASEMENT IN FAVOR OF THE
w I I R=j3.00' i \ / ti I wvfrNrECTrCLrT LIGHT A,ND PO:"TER CO//MPANY
0HH EXISTING UTILITY HAND HOLE W I L=20 42'�
j I CA=90--00'-Op I I
II n T=13.0q
EXISTING LIGHT POLE i C=18.38, I I 70.0 1 q -
II
5 ' F _ 10 WIDE STREET TREE EASEMENT IN FAVOR
0
W 1 I I I S "OAK OF THE TOWN OF SOUTH WINOSOR
I + 0 1\ ( 3 8.7
cc 303.6 I II 307.6 782
0 EXISTING GAS GATE307,82
I y
\
AC EXISTING A.C. CONDENSER30
I I 1 ;3 E32 BRICK wALK n+3o8.08\ \ �
`_- 1 N I I —
O +305.71 307.80 STEP �'
IRON PIN TO BE SET Z I is 52 ° To3s q /3os.os 308.0 I \30zs7
1035' I20 15.89 �� NV=29701—
MONUMENT TO BE SET 1
12 0 INV=3,04.19 0 ro 49
rn I
EXISTING IRON PIN + Q �I C AP
Q, SROK s cs' io
9 302.5 m n, SERyCE
m EXISTING HOUSE w w APP (o
i �?.o TOP FDIC=308.29 �� I__- w Rom�AW
EXISTING MONUMENT 3pR -_-` I Q q
.? h BSMT. FLR.=300.89
/ �2.0 GAR. FLR.=307.54 f307.66 ,' -- w s
+301.5 301.5 + h SILL=309.74
A WETLAND LIMITS 2035 0 307.49 307.53{- I
/ 3�0 BRICK Pq p / � 3 PEAR
BUFFER LIMITS \ FL 299.0f
WOOD DECK 301.4 h ' y \ I O
"lop
O i +
°Q) °Q> " v1 i h� 307.42 \ 306.8 I O q
6.87
303.49
303 307
-6 I .01
� iw BIT DRIVE � � q
\
.96) / / 11 2355
/ t 305.6 50 7 ' 3oz 30707 _306.78 \ o
307.36 �7.27 6
+30 .0 +307.1 S 307.09✓ +
/ 10' WIDE DRAINAGE EA \\ 4PVC \ �' �307.04 7 3os o \0000��1� s
FL=298.66 I n I I q
EV FL=293t IN FA VOR OF SEMEN \ \ \
0 o Lor 10 \ ^\ \ \ �06.55
"— 12 8.1 '0 `\+303.36 \\ \` 306.72
AREA=20,012 S.F. \h +3154 I
=0.4594 AC. \ \ 1?06- /
O p I
297 0 \ \\ +305.5 I
- - _ 138.11, � 10' SY \ 7 -
q
/ N 83-26'-05" W 255. TOTAL zss.o \ \\ I +305.6
23' ' L' \ \ I I q
/ � +302.2 \ I
i
1
305.30 q
REFERENCE IS MADE TO MAPS TITLED: l nilI I \ I I I 120 TALCRTT RIDGE ROAD
/ I
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS i / �� o j j 1 C (34 SWEET MEADOW ROAD)
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, S1, S2, S3, S4, S5, S6, Tl, T2, T3, N
T4, T5, Cl, C2, C3, C4, C5, C6, C7, C8, D 1, D2, D3, Al AND A2, DATED 11110197, REVISED
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. i I PROPERTY ZONE:
/ + q RR - OPEN SPACE
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH / / LOT OWNER:
2n-3 N nnh-gn nF T14F RFrIll ATInS nF rnNNFCTIrIIT STATF AGFNCIES "MINIMUM STANDARDS_ FOR
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT j
ASSOCIATION OF LAND SURVEYORS, INC. / / I I JOHN DORAN
° CHASE ASSOCIATES
20
UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY
� � SOUTHH TON ROAD
WI NDSONDSOR, CT 06074
OTHERS THIS INFORMATION IS TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE / q (860) 648-2006
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS '
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN. //f ; j ENGINEER/SURVEYOR.
JAMES W. DUTTON, LS
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. I ° ENGITEK, INC.
67 EASTERN BOULEVARD
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. g I GLASTONBURY, CT 06033
PRELIMINARY AS-BUILT (860)-633-9401
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. NOTES PLOT PLAN REVISED 10123/2000 - UPDATE
"pt+ttaur:rd
THIS MAP,��P1' FLR ? b;FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED
p•........,er\ ENGITEK INC.
NO ZOq*&$, jEX �•oRELATING TO THE EXISTING HOUSE LOCATION OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH WINDSOR. LOT 10 CHASE ORCHARDS
S Q•t� T .� LOCATIONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD EN6/VS,EERSUR4EYOi9S&EH4/iPOifAfFfTALCONSULTANTS
THIS ��;A�iD $E•iOwT VALID UNLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVATION. 67EASTERN90ULEl/ARD, GLASTONBURY, CONNECT/CUT06033
PREPARED FOR
UNDERSIGNED I PHONE. /860/633 9401 FAX. /860/633 8851
PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF CHASE A SSOC/A TES /�
—
"TO KI%0Wd�Ed2 LIEy� THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH SCALE/NFEET /�1 9 7-39- l 0- C
p•;�`��� WINDSOR, INCLUDING BUT NOT LIM1TED TO. FINAL GRADING (CONTOURS), UTILITY I
'9•• _ �� LATERALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET AT ALL LOT SOUTH WINDSOR, CONNEC TICU T SCALE.. 1"=20' DA TC' 02/03/2000 SHEET. 1 OF 1
4 CORNERS PRIOR TO RELEASE OF THE LOT BOND. 40 20' 0 20' 40'