HomeMy WebLinkAbout221 TALCOTT RIDGE RD t
5
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: DO
APPROVED: BLDG,PERMIT NUMBER:
DATE INSPECIOR
LOCATION OF WORK: 2z lal�vt�- ��C.(s 4 �n Sw�Iti I/VlnlOsGr2 cr ()G0-7`4
APPLICANT: OWNER: TYPE OF STRUCTURE:
❑NEW BUILDING
NAME: t tC to CIL,QS Dc ilAf(2 A NAME: 1;y7;rrl Dr1t r_� ❑ADDITION
PHONE NUMBER: 6 b`1j l I S t PHONE NUMBER: �Q 9- 3k-1 3 3 ut STING BUILDING
ADDRESS: 1 `1 Ni c., f3 r,tL4 t N Iry f ADDRESS: 2 Z t TA(c_o4� �!J*f R
ll TYPE OF USE:
PIA, ot, U (o L Ji,�v`t�Ci�/� M1J��'r (�' (J�'.0`(`7 sd R`
ESIDENTIAL o COMMERCIAL
HVAC INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: 06EATING eA,k Q-0P I P��'i S - !ti 5 4 A r< CA(!Il[ F n., IOU)C PJ T
HEATING: /��(o �L' L F (,A s �L/�'�i P L� � S,T P L 4 Io o 1:11 �L
TOTAL HEAT LOSS(BTUH) 'F (HEAT LOSS SHEET REQUIRED) A'&D C A n R,t N �j -rU;- 0, S s f f', T i NG I S�Pr✓
DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): c"-'-O rn.S 1" '4 a h A C-L 6 Lie A G(/3 IC r
1`vnN Co-L, f} CivpvP
ESTIMATED COST:S 12-113 3 v U v
AIR CONDITIONING: ^
DESIGN TEMP:OUTSIDE T INSIDE T DIFFERENCE I' FEE ENCLOSED:S ' J
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) O��
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO):
FEE SCHEDULE:SIB PER S1.000 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 HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND
STATE OF CONNECT ICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK
CONTRACTORS LICENSE NO.: 03 S y C2 TYPE: S I STATE:
SIGNATURE OF APPLICANT: DATE:
LEGENDTURN END SECTIONS
OF SEDIMENT BARRIER FINISHED GRADE DOWN SPOUT A/O �+�
EXISTING GROUND CONTOURS UP SLOPE TO PREVENT Q LEAF GUARD �Y J
BYPASS OF WA7FR OP T' _ THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBD/NSION ARE A PART OF THIS PLAN.
P.V C. DOWN SPOUT COUPLING
G 3 THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAMILUAR WITH THE CONDITIONS PR/OR
EXISTING SPOT ELEVATION �\ p°'a o o O',�j FINISHED GRADE TO THE START OF CONSTRUCTION. ALL ACTIVl77ES SHALL COMPLY WI
END SECTION Qo� Q 4a�gpAOQ_ �q�0 6 o TH SAID CONDITIONS
4
0 0 \ 6" P.V.C. RISER
PROPOSED GROUND CONTOURS EX/STING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER THE APPROVED CHASE ORCHARDS
=I °^ Q� °� p OPEN SPACE SUBDIVISION AND MAY NOT HAVE BEEN INSTALLED AS OF 7NE DATF OF 7HIS PLAN. PR/OR TO ANY
PROPOSED SPOT ELEVATION =' Ql �- �° °�4,� °�°°eQ Qc��°oo°°Q o a 6" P.V.C. ADAPTER HUB, _ .i _'�' '
F� QQo$O� a°p oo90°Q o$�° o _I THREDED P.V.C. PLUG EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL VERIFY THE LOCATION,
4 0°0�`0oopc�O p o P 6" BELOW FINISHED GRADE 4" P.V.C. PIPE ELEVA770N AND AVAILABILTY OF UTILITY SERVICES ANY DECREPENCY SHOULD BE IMMEDIATELY TO THE ENGINEER SO
EXISTING TREE LINE CT D.0.T. 2" STONE o Q p oQ�°o0 4° 4°4 a dg ° , THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE.
o � o 0 80�40' � 6" X 61 P.V.C. WYE
oQ Aiio°a o e o°qQ ° 6" X 4" P.V.C. INCREASER CJON
FILTER FABRIC ° °° o �e THE TOP OF FOUNDATION (TOP FDIC), BASEMENT FLOOR (BSMT. FLR.) AND GARAGE FLOOR (GAR. FLR.) ELEVATIONS
PROPOSED LIMIT OF CLEARING _I j AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN TIlE FIELD BY THE
EXISTING GRADE OWNER AND BUILDER PR/OR TO THE
�5
6" P.V.C. WYE U RE START OF CONSTRUCTION. THE ENGINEER SHALL BE N077FIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE
D EXISTING STORM SEWERS I 6" P.V.C. SAN. LAT.
OTHER DOWN SPOUT COHOUSE PROPER FUNC77ON OF U77LITY SYSTEMS AND DRAINAGE.
F!L TER FABRIC
s EXISTING SANITARY SEWERS OAK STAKES 10' ON "1 NOTE: ALL PIPE AND F1T77N IS SHALL CONFORM FOUNDA7ON
PRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTT RES, THE CONTRACTOR SHALL CONTACT THE
CENTER, TYPICAL END SECTION TO A.S T.M. D-3033 OR D-3034 SDR 35. CONNECTlCUT UNDERGROUND UTILITY PROTECT70N PLAN (TEL. 1-8THECO-4455) AND REQUEST A UTILITY MARK OUT.w EXISTING WATER MAIN THE MIDDLE SECTION SHALL II,.- CONSTRUCTION ENTRANT 90;BE INSTALLED LEVEL FOLLOWING fir_ EXISTING GRADE, TYP. 45; 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC770TIES SHALL BE IN ACCORDANCE WITH "7HE
s PROPOSED SANITARY LATERAL THE GROUND CONTOUR LINE NOT TO SCALE NOT TO SCALE - CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" CGSESC, JANUARY 1988. 7NE SYSTEMS
6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UN77L THE S17F IS STABILIZED TO 7NE SATISFACTION OF THE
E PROPOSED ELEC., TELE., CA TV LATERAL TOWN OF SOUTH W/NDSOR.
FlL TER FABRIC
o PROPOSED GAS LATERAL EXCAVATE EXISTING SOIL AND FIRMLY PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON 7N1S PLAN SHALL BE
4" P.V.C. PIPE PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CON7ROL MEASURES SHALL BE INSTALLED TO
EMBED BOTTOM OF FILTER FABRIC ADDRESS FIELD CONDITIONS OR AS DIRECTED BY THE TOWN OF SOUTH WINDSOR.
w PROPOSED WATER LATERAL FLOW 4" PVC FOUNDATION DRAIN
100 EXISTING GRADE, TYP. 4" X 6" P.V.C. INCREASER COUPLING
THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED Wl7H COMPACETD AGGREGA7E OR GRAVEL AS SOON AS
PROPOSED ROOF DRAIN OUTLET 6" P.V.C. PIPE TO OUTLET POSSIBLE FOLLOWING 17-IE FOUNDA770N BACKFlLL.
F PROPOSED FOUNDATION DRAIN OUTLET =III=1 I I=1�i-� -' •-:,���_-_+-i i r 10' MIN. TOPSOIL AND EXCAVATED SOIL MATERIALS SHALL BE STOCKPILED WITHIN THE AREA OF DISTURBANCE. THE
III-III STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS IF SOIL STOCKPILES ARE TO REMAIN FOR AN EX7ENDED
PROPOSED STREET TREES TIME (MORE THAN 30 DAYS), THEY SHALL BE SEEDED IN ACCORDANCE WITH THE "TEMPORARY SEEDING"
R F OOF/ OOTING DRAIN LATERAL REQUIREMENTS OF THE CGSESC.
PROPOSED IRON P/N EMBED STAKE 12" MIN.
NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETA77VE COVER SHALL BE TOPSOILED WITH A MIN/MUM
----®-� PROPOSED MONUMENT SEDIMENT BARRIER OF 4" OF LOAM, FERTILIZED, SEEDED AND MULCHED (OR SODDED) IN ACCORDANCE WITH THE REQUIREMENTS OF THE
PROPOSED SEDIMENT BARRIER NOT TO SCALE
ESC. '
SEED MIXTURES USED FOR LAWN AREAS SHALL BE NUMBER 1, 19, 20 OR 21 FROM THE CGSESC OR AS APPROVED
BY THE TOWN OF SOUTH WINDSOR.
SA PROPOSED SOIL STOCKPILE AREA i
Q PROPOSED CONS7RUC770N ENTRANCE ADEQUATE EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AS REQUIRED OR AS DIRECTED BY THE
TOWN OF SOUTH WINDSOR DURING CONS7RUCT/0N OF UNDERGROUND UTILITY SERVICES (WATER, SEWER, GAS, ELEC.,
U U
*T, ND. PROPOSED TOP OF FOUNDATION ELEVA 770N TELE., ETC).
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF C0NS7RUC77ON DEBRIS.
THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
AR. FLR, PROPOSED GARAGE FLOOR ELEVATION CONSTRUC7ON WORKERS.
�v INSPECTION BY THE TOWN OF SOUTH WINDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
Ts T7SBURY SILT LOAM OCCUPANCY. THE INSPEC7ON EVALUATES COMPLIANCE TO 77-1E APPROVED PERMIT PLOT PLAN AN
D PERMANENT SITE
S CHESHIRE FINE SANDY LOAM STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS
� PROPOSED 70' WIDE EASEMENT 1N FAVOR OF THE
S A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL
CONNECT/CUT LIGHT & POWER COMPANY INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY 7HE TOWN OF SOUTH WINDSOR, INCLUDING BUT NOT
C WALPOLE LOAM � /
/ LIMIT OF WETLANDS
LIMITED TO: HOUSE LOCA77ON & ELEVATIONS, U77LITIES, DRIVEWAY AND GRADING.� � o � I
.9 LIMIT OF WETLANDS BUFFER
r � �
•••••••••• UPLAND SOIL TYPE LIMIT
SMH 0
\ 1F=329.22 /
INV=376.97
o 10' WIDE STREET TREE EASEMENT IN FAVOR
OF 7HE TOWN OF SOUTH WINDSOR
I11=321.1 s, f / 25' WIDE SIGHT LINE EASEMENT IN FAVOR
FZ=319.66(W) •. / OF LOT 44
FL=319.39(DUT)
CONSTRUCT/ON
/ s 'L
co I /
21
/ J , � s, /
R=175.00 �, , / `�- 44
L=131.26' \
10=42=46'-51" / 1 / / 21or F IR
co .
I SA
Ca / i 1 / / x
R=150.00' i I a / o • o�
L=112.00' o '
I0=42=46'-51" ` I I 9
40,
aor
�V F)USANG FWNDA770VIF
h \ 2 I I BSI/T.FM-326.100(p.,p)
ti ° / I I
I I I I _1.1 9
M - I vv /
V CJ �1
In Nv 328.o H 43 FL 324 9 'o. ti00
s
Ao' AREA=21,609 SF
11 I^ =n 40RI aC
+� y� s I I� I ��h F � � v /• / / /
REFERENCE IS MADE TO MAPS TITLED: � �/ '? ��" I� h �Do / PROPERTY ADDRESS:
I v .� f+{� 1 �IV
3 �0 / / 221 TALCOTT RIDGE ROAD
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES'; SHEETS 1 i G I � o Z03' / pO+E
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, Si, S2, S3, S4, S5, S6, Tf, T2, T3, o h moo, �� ��+0/
T4, T5, Cl, C2, C3, C4, C5, C6, C7 r R D i n2 D3 .A 1 n Aln �� !.. ram., i i � � i
�62 w 0' PROPERTY ZONE:
� +z, urn lcu l i/lu/yi, FtE'v7SED sMH io 4-1
omI S87=p0=00 E 2� s RR - OPEN SPACE
THROUGH 5/27/98, BY ENGITEK - LUCHS, GLASTONBURY, CT. 1F=321.MlNV=311.57 I G _\ 164.99 TOTALM / LOT OWNER
TN/S SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH ° 1000, JOHN DORAN
20-300b-20 OF THE REGULA770NS OF CONNECTICUT STATE AGENCIES 'MIN/MUM STANDARDS FOR I /
SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT I ° +15 0pI -� I / / CHASE ASSOCIATES
20ji ELLINGTOl� ROAD
ASSOC/A770N OF LAND SURVEYORS, INC. � SOUTH WINDSOR, CT 06074
° (860) 648-2006
THE TYPE OF SURVEY PERFORMED /S A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. I "' N83_ / �g 90�p0
ce I 43 TOTAL ENGINEER/SURVEYOR:
THE BOUNDARY DE7ERM/NA770N CATEGORY IS DEPENDENT RESURVEY. rJI5.6427 I o / 562� PCB ROBERT R/SURVEYOR
PE
FL=315.64(N) SP
FL=315.37(S)
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-Z JAMES W. DUTTON, LS
FL=376.07(£) prFN ENGITEK INC.
/ ON
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V 2. 67 EASTERN BOULEVARD I ° I SSOC1P
,
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. I � ASSOC/ATjON GLASTONBURY CT 06033
(860)-633-9401
° OPEN SPACE
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. I
I f CONSERVATION EASEMENT IN FAVOR OF PLOT T PLAN
NO ZOC((�Qut#q(���770NS EXIST RELATING TO THE �, IOUSE LOCATION OR SIZE. 7HE TOWN OF SOUTH WINDSOR
�� ��i .aa a
" F �o� �§ ,g ��N �d FNG/TEK, INC.
BELIEF, THIS MAP ArIFi( � ?RRECT AS NOTED HEREON" (:L:O:T:43 HASE ORCHARDS EN6/�f'EERS,SUi94EYDAS&rh'Y1&A'AfFNTALCOA'SULTA,lFS
• 7r- 4C4DJNLESS 1T BEARS.` IVE._'SlT(S �1R(p SEAL OF 77iE UNDERSIGNED
Xil
PREPARED FOR 67 EASTERN BOULEVARD, GLASTONBURY, CONNECT/CUT 06033
TirOivE:it"r60i 633 y40f FA;r j86o/633-8851
7�
: •f
r •' 0074 SCALE/NFEET CHASE A SSOCIA TES
. �.sh A — 39—43BX
',',,q��S UDR v����,,,�,� 4�•�1� ' SCALE. 1"=20' E.- 11 17 99
40' 20' o zo' ¢o' SOUTH WINDSOR CONNECTICUT DAT / / SHEET. 1 of 1
J
I
i
Y ! 19y..
CL4
South Windsor
WILDING DEPARTMENT
M 7% BURDING DEFY. TUM OF SOM WINDSOR
5Ms certlfkd that this plan a^5 ^^ rF':**'�^<�'d t[Mt
:xpiei of be propnaa'd
Street
together with amendments stated in app11 son and
LJ Flied with plan and i agree to co ly wl2 'I
=aning,
6ullding and laws a d su ord® a shall be -
rssued by t e eu Iding part e t in g pendency
I this app
catio and Ina[ s nc of • building
jermit.
,Jigned
"Is pFdrdina"41ces
roved su a to the condition that
,rd,rs r ating building shall bo
Yr,i�ndrtroved These filed witty
c rld„rl; tnspeofoy ¢le►d
E D
EXIST. HOUSE CONSERVATION EASEMENT LINE ' I
I C.L.& P. / STREET TREE EASEMENT LINE I I
I DECK I
I
ISIGHT LINE EASEMENT LINE PARCEL A TO BE CONVEYED 44 I
I \ AREA = 270 S.F. = 0.0062 C.-\
i
n44 I�
L=5.93" I 1/ EXISTING LOT LINE v �� EXISTING LOT LINE O
o T=2.97'
CA=01=56'-29" Q I L=4.76' PROPOSED LOT LINE '
PROPOSED LOT E •o I
C=5.93' I CA=01=49'-02"
_Q I
uL = ------�. o CB=N50'-30'-34'E S33=06'-55'E 91.58' TOTAL -- S36=49'-25'E 126.66' TOTAL---- .� p
10.05' 15.08' --
55.45' ---- --
25.30' l Q
10.02' 15.04' 66.06 __ 101.88'
100.88' 25.19' a' �
\ - N36'-49'-25"W 91.12' TOTAL---- ----- N34-53'-1O"W 126.07' TOTAL ----
~ I I
I Q
LEGEND , svw
_ i n 322 - - FXIS77NG GROUND CONTOURS
320
325.2 EXISTING SPOT ELEVATIONS 1 \\`•�///
t 1
PARCEL B TO BE LOT 43
- - EXISTING BIT. PAVEMENT AREA= 270 S.F =0.0062 AC.
- - - - - - - - - EXIS77NG CONC. PAVEMENT
s 6CLC EXIS77NG BIT. CONC. CURB. \
- o D D D - EXIS77NG STORM SEWERS EXIST. HOUSE
- S S s s EXIS77NG SANITARY SEWERS
- ° ° G D -- EXISTING GAS LINES \ DETAIL OF L 0 T ADJUS TMEN T
-E F E E EXISTING ELECTRIC LINES �j SCALE 1"=10'
- w w --- w ---- w - EXISTING WATER LINES PROPOSED 70' WIDE EASEMENT IN FAVOR OF THE
S� �CONNEC77CUT LIGHT & POWER COMPANY
- F - F F F - EXISTING FOUNDA77ON DRAIN
330.93
-R R -R -- R -- EXISTING ROOF DRAINS \ K
o EXIS77NG STREET TREE
330.01 /
❑HH EX157ING UTILITY HAND HOLE , �� I / boo /
EXIS77NG LIGHT POLE \ \ `, SMH 329.60
/ 33. 10' WIDE STREET TREE EASEMENT IN FA VOR
OF THE TOWN OF SOUTH WINDSOp
\ i c 1 5°
25' WIDE SIGHT LINE EASEMENT IN FAVOR
Occ EXISTING GAS GATE a nQ ; +330.9 OF LOT 44
I / Y31.25 FORMER LOT LINE
Ac EXISTING A.C. CONDENSER ce
cb-
7F=326.11 ADJUSTED LOT LINE
FL=319.66(w) o
FL=319.39(DUT) �b �ry9 / ��� 330.6
IRON PIN TO BE SET l rory / + \ �+
31 }331.82
R=150.00' � .0 �`
-
MONUMENT TO BE SET + 0" _ `s
L=115.67' /330.5 m 332.20 ` \11\
CA=44'-11'-00"
EXIS77NG IRON PIN (TO NEW LOT LINE) Q 331 94 , 332.1s EXISTING HOUSE
332.17
lb
+330.4
EXIS77NG MONUMENT / \ / / I I e1T. DRIVE 1 0:A
m �
3 I I 332.84 t
s WETLAND LIMITS ` N + �332.55
'"1 h 329.6 S72
BUFFER LIMITS ^ 3'33.15 33014 330.96
N ,�`I p9
10.2
R=175.00' 0 333.10 + m 2 330.5
L=137.19' +332.3 333.37 333.411
CA=44=54'-54" � l //m 24.02' 332.3 +330.a
332.98
(TO NEW LOT LINE) ' / SEE DETAIL ABOVE
O / / 1 //
y +330.4
If
NOTES: �� / //' o +� 332.7 9 \
UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMA7ON PROVIDED I I
BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH MNOSOR. / //332.80 I s.o2' \
I 4.h
LOCATIONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD EXISTING HOUSE �,
ONLY WHERE VISIBLE FROM WITHOUT EXCAVATION. °y h 323.64 0 +3z7s I {//+33ts w� o "°' ` FORMER LOT LINE
TOP FDN.=333.60
PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF h/ " // /�w MI M GAR. FLR.=333.42 o ADJUSTED LOT LINE
/ M �
NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH y o /� BSMT. FLR.=326.18
� SILL=335.05 1p
W7NDSOR, INCLUDING BUT NOT LIMITED TO: FINAL GRADING (CONTOURS), U77LITY N / I 332.73� 333.01 + z9.7
// � 331.8 v;
LATERALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET AT ALL LOT
CORNERS PRIOR TO RELEASE OF THE LOT BOND.
y °° N / 1 hl j3 ^r, '3 INv=32.00 w w w M // ( �=
N
a wC
o U) co 70' S.F.AREA=20,574 S. 'o_ Na'
of O 9'1/ O s 333.09 �P 7
REFERENCE IS MADE TO MAPS TITLED: �, h // s i s 333.is + 0.4723 AC.
2 i I (PRE & POST ADJUSTMENT)
/ s PROPERTY ADDRESS:
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES" SHEETS 1 s s / s +326.3 o HATCH 50
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-I, Kl, K2, 51, S2, S3, S4, S5, S6, Tf, T2, T3, I ss' --__ _ o +332.4 + o� \ 221 TALCOTT RIDGE ROAD
"1 _ 330.4 - "� 3.0• 3313 / + �<
T4, T5, Cl, CZ, C3, C4, C5, C6, C7, C8, D1, D2, 03, Al AND A2, DATED 11/10/97, REVISED � N W c �� �---- +__ h =32s.of 32s.s
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. 15ADS h C fol GASLAT-- 3_3+6 zo3' PROPERTY ZONE:
° /O h 0 - ° '- 22.0' 302' + RR - OPEN SPACE
D 0 D D -2_ 15' 328.5
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH SMH I c cl - - _� �.
TF=321.49 W r� S87-Oo'-00'E �)0
20-300b-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES 'MIN/MUM STANDARDS FOR INv 311.57 1 �322.25 I I �05� \ LOT OWNER:
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT I O + 164.99' TOTAL / JOHN DORAN
10ASSOCIATION OF LAND SURVEYORS, INC. ° 33,.6 �62 CHASE ASSOCIATES
I Z 10.00, 15 0 p, rn \ 2033 ELLINGTON ROAD
UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMAT70N FURNISHED BY SOUTH WINDSOR, CT 06074
OTHERS. THIS INFORMATION IS TO BE CONSIDERED APPROXIMATE, ENG17EK, INC. AND THE I ti ° (860) 648-2006
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS I I I I 14743'
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN.
� N83 26-05" `9 5+ +3216,7 5 0� ENGINEER/SURVEYOR:
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. TG=321.2� =
° W 172 43' TOTAL 2�9 OD DAMES W. DUTTON LS
I 2 05/ SP PEE 67 EASTERN BOULEVARD
FL=315.64(N)
FL=315.37(S) ',1 + M c� / 56 N
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. FL=316.07(E) ti I cC 325.2 +33oz + I 09 GLASTONBURY, CT 06033
316.0t(FND. ORN.) h cn 330.6 +330.2 � (860)-633-9401
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. v P550� A S-BUIL T
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. I o ASSOC/A T/oiy OPEN
cj
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. I I I SPACE PL 0 T PLAN
I CONSERVATION EASEMENT lAI FAVOR OF ENGITEK INC.
NO ZONING VIOL`11O'S EXIST RELATING TO THE EXIS77NG HOUSE LOCATION OR SIZE. +31s.7o I I THE TOWN OF SOUTH WINDSOR LOT 43 CHASE ORCHARDS
THIS MAP NOT VALID UNLESS lT BEARS THE L1VE SIGNATURE AND SEAL OF THE f,Y6/A'EERS,SURs'EYOASdENv/,?ON.NE,YTALCO,f'SULTAA'TS
UNDERSlpGq*' ( J�C i�� PREPARED FOR 67EASTERNBOULEVARO, GLASTONBURY, CONNECT/CUT06033
PHONE-/860-633-S40>FAX.•/860)-633-8851
"TO M1� U 7H/S MAP IS SUBSTAN77ALLY CORRECT AS NOTED HEREON" SCALE/NFEET CHASE ASSOCIA TES
_ A -97-39-43-C
LJAM a OOj 40' 20' 0 20' 40' SOUTH WINDSOR, CONNECTICUT SCALE.• .7 20' DATE.• 12116199 SHEET.• 1 OF- 1
No.70074
�uum�upv .
DEC 1 19y
South Windsor
BUILDING DEPARTMEN l
Yo TN$ Kalim; allf. titiW "tOFFI 9�t fi�tlR
Thlo eortlfied that this plan and specifications are tru,
doplaii; of the o ed.building. 07 —e:ations to
big �(�
,rected at fK607-7- R ^C i e)A�:
togethey with amendments stated In application
' Z filed,with plan and I agree to comply with all
J iollding and state laws and such orders as shad
1esued by the Building Department during penae",2}
r this application and final issuance of a Auilointl
permit.
�;.gneo
his plan is approved subject to the condition he11that
orders ind rrdinances reguiathig building
;.mpli,d with
,,onditionally Approved Theso filed. wlt�M
Budding Inspector
to _- - — "I.
1900347 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 07/15/2019
GIS ID: 89050221 FEE: 234.00
MUNIS APPLICATION# 201901170 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: TOTAL MECHANICAL SYSTEMS,LLC ADDRESS: 221 TALCOTT RIDGE ROAD
ADDRESS: 140 NEW BRITAIN AVENUE OWNER: RAVINDRAN VIKAS&
221 TALCOTT RIDGE ROAD
PLAINVILLE,CT 06062
DESCRIPTION OF WORK: REPLACE A/C&HEATING
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH TI III APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/15/2019 12:27 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE