HomeMy WebLinkAbout167 TALCOTT RIDGE RD DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: 'q 6 C)t�q
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
�,, 644-2511 ext. 230 Bldg. Permit#
Date Building Inspec
Application must be printed or typed
FEE SCHEDULE
Location of Job:
F
I a1 Cc+t- �Ld��. i�6
$0-$1,000=$15.00 Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT �� e ,Q�Cr
APPLICANT ADDRESS TU unp X 5g8-
APPLICANT PHONE#At i�G' Za Z- ZCoUU
OWNER A 5h
' OWN SF OWNER q� OWNER ADDRESS _1 GC\ 7 ,'
--S-),L)4A C�� nc�SD (- C7 CZec-
w E, OWNER PHONE yLA) (OALt c4%teS
0
C ESTIMATED COST$
IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED$ t D
OCO V, TYPE OF JOB:
R C New Installation
Alteration/Addition/Repair
2 o t -7 -7
Revised 4/01/12002
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
;d-HEATING VR SIDENTIAL
0 A/C ❑COMMERCIAL
0 VENTILATION ❑INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS.
❑HYDRONIC aWARM AIR ❑UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT LOSS(BTUH) °F(BEAT LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDING ALUM&MODEL NO.)
GROSS HEATING CAPACITY(INPUT--BTUH) NET RATING(OUTPUT-BTUH)
TYPE OF FUEL
L3 OIL--GPM OIL TANK LOCATION:❑INSIDEO OUTSIDE CAPACITY
;3-GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW
AIR CONDITIONING
DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION)
DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.)
TONNAGE COOLING CAPACITY(BTUH)
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM)
(PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY 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
PERFORMANCE OF SUCH WORK.
C--)--))d�3 a-
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE 2 it 7
t
O �® Corporate Office
600 Old County Circle, P. O. Box 548, Windsor Locks, CT 06096
.LICENSED Local 860-292-2600 • Fax 860-292-2690
FOR
SAFETY Connecticut Toll Free 1-888-956-4455
HOME SERVICES ,. �'' AielloHomeServices.com • Aiello is an AA/EOE
To Whom This May Concern:
Aiello Home Services Authorized Alesha Fillmore, Lorie Metivier, Stephen Birch, Robert
Bilodeau, Nick White, , Stacy Dlubac, Cindy Nicewicz, Tim Lynch, Mike Loscialpo, Matt Rose, and
Keith Miller and Scott Matyskiela to pull permits for our company for any Plumbing, Heating, or
Air Conditioning replacement(s) or new Installation(s). If you have any questions please call our
office at 860-292-2600.
This Letter is for a permit for the property located at:
I LD9 1 CL\ cat �- t�.�\� e i�d "IC�-gnr
Home Owner: Kc�4-v-%rs-
Permit Fee Amount: $ QU
Sincerely,
Michael Jezouit
President STATEOF CONNECTICUT
DEPARTME.VT OF CONSUMER PROTECTION
HEATING,PIPING&COOLING LWLIDIITED CONTRACTOR
NIICHAEL R JEZOUIT
PO BOX 548
WINDSOR LOCKS,CT 06096-0548
LIC./REG NO. EFFECTIVE EXPIRES
HTG.0303032-S1 09/01/2016 08/31/2017
SIGNED
HEATING PLUMBING ELECTRICAL • GENERATORS OIL DELIVERY • HOME AWARENESS • AIR CONDITIONING
Company Info
Name: Company
Address:Add1
Location: City, State, 55555
Phone: 555 555 5555
Client Info
Building name/description: 167 Talcott Ridge Rd.
Contact name: Kashmir Rai
Address: 167 Talcott Ridge Rd.
Location: Windsor Locks , Ct, United States
Phone:
Load Summary
Total building area: 2,446.0 SgFt
Total cooling load: 37,196.0 BTUh
Total cooling tonnage: 3.1 tons
Total heating load: 73,499.4 BTUh
Total airflow: 1,501.3 CFM
ACCA-Approved Manual J8 Calculatlons 08:06:59 02-17-2017
This software was developed by Carmel Software Corporation.
It has been approved by ACCA for Manual J8 residential HVAC load calculations.
Checksums - Cooling
Total building area (SgFt): 2,446.0
Total building volume (CuFt): 19,568.0
Total cooling sensible load (BTUh): 32,988.3
Total cooling latent bad (BTUh): 4,207.8
Total cooling load (BTUh): 37,196.0
Total tonnage (tons): 3.1
Total cooling infiltration airflow (CFM): 0.0
Total cooling ventilation airflow (CFM): 62.0
Total airflow (CFM): 1,501.3
Total infiltration air changes/hr (ACH), 0.00
Sensible heat coefficient (SHC), 1.10
Latent heat coefficient (LHC): 0.68
Cooling load density (BTUh/SgFt): 15.21
Cooling airflow density (CFM/SgFt): 0.61
Cooling airflow/load (CFM/Ton): 484.3
Cooling area/load (SgFt/Ton): 789.1
Checksums - Heating
Total building area (SgFt): 2,446.0
Total building volume (CuFt): 19,568.0
Total heating load (BTUh): 73,499.4
Total airflow (CFM): 1,501.3
Total building air changes/hr (ACH): 4.60
Sensible heat coefficient (SHC): 1.10
Latent heat coefficient (LHC): 0.68
Heating load density (BTUh/SgFt): 30.0
Heating airflow density (CFM/SgFt): 0.61
ACCA-Ap Manual J8 Citlou a*ms 08:0&69 02-1 T•21 t
This software was developed by Carmel Software Corporation.
It has been approved by ACCA for Manual J8 residential HVAC load Calculations.
Block Load Breakdown - Cooling
oeicdoon wa,e %
Windows and glass doors: 12,901.5 34.7%
Skylights: 0.0 0.0%
Wood and metal doors: 733.8 2.0%
Above grade walls: 2,609.7 7.0%
Partition walls: 227.1 0.6%
Below grade walls: 0.0 0.0%
Ceilings: 2,692.8 7.2%
Floors: 1,014.8 2.7%
Infiltration: 0.0 0.0%
Intemal gain: 3,950.0 10.6%
Duct heat gain: 9,227.0 24.8%
Ventilation: 2,047.0 5.5%
Blower heat gain: 1,707.0 4.6%
Excursion adjustment load: 85.2 0.2%
Total cooling: 37,196.0 100%
Block Load Breakdown -Hwfing
oewri)bon Wiue %
Windows and glass doors: 15,722.9 21.4%
Skylights: 0.0 0.0%
Wood and metal doors: 1.806.3 2.5%
Above grade walls: 8,609.4 11.7%
Partition walls: 1,100.7 1.5%
Below grade walls: 0.0 0.0%
Ceilings: 3,446.8 4.7%
Floors: 4,381.6 6.0%
Infiltration: 5,019.0 6.8%
Duct heat loss: 29,055.8 39.5%
Ventilation: 4,357.0 5.9%
Hot water piping load: 0.0 0.0%
Winter humidification load: 0.0 0.0%
Total heating: 73,499.4 100%
ACCA-Approved Manual J8 Calculations 08:06:59 02-17-2017
This software was developed by Carmel Software Corporation.
It has been approved by ACCA for Manual J8 residential HVAC load calculations.
Room Heating and Cooling Totals
Room Name Cooling Load (BTUh) Heating Load (BTUh) Airflow (CFM)
A Room 0.0 0.0 0.0
Totals 0.0 0.0 0.0
ACCA-Approved Manual JS Calculations 08:06:59 02-17-2017
This software was developed by Carmel Software Corporation.
It has been approved by ACCA for Manual J8 residential HVAC load calculations.
System Block Load Breakdown-Cooling
Windows.glass doors.skylights: 12,901.5 BTUh
Envelope(walls,doors.roof,etc.): 7,278.3 BTUh
Infiltration: O d BTUh
Internal gain: 3,950.6 BTUh
Duct and blower heat gain: 10.934.0 BTUh
Ventilation: 2,047.0 BTUh
Excursion adjustment load: 85.2 BTUh
Total cooling: 37 196 0 BTUh
System Block Load Breakdown -Heating
Windows,glass doors,skylights: 15,M.0 BTUh
Envelope(walls,doors.roof,etc.): 19,344.8 BTUh
Infiltration: 5,019.d BTUh
Duct heat loss: 29,055.8 BTUh
Ventilation/winter humidification: 4,357.0 BTUh
Hot water piping load: 0.0 BTUh
Total heating: 73.499.4 BTUh
System AEO Curve
—AEO —kmnipr!Oar+ —UPW Um
17A58
14.548
r
t 1.638
m
8.729
5.819 I�
2.910 L ► ► + i f—� r ► ►--;-
8 9 10 11 12 13 14 15 16 /7 /8 19 20
Now of Day
ACCA-Approved Manual JS Calculations 08:06:59 02-17-2017
This software was developed by Carmel Software Corporation
It has been approved by ACCA for Manual J8 residential HVAC load calculations.
LEGEND TURN END SECTIONS FINISHED GRADE- DOWN SPOUT NO!G S.
OF SEDIMENT BARRIER LEAF GUARD
UP SLOPE TO PREVENT = THE CONDITIONS OF APPROVAL OF THE CHASE ORCHARDS OPEN SPACE SUBDIVISION ARE A PART OF THIS PLAN.
EXISTING GROUND CONTOURS BYPASS OF WATER PQ - -" I--- ---- -- aO i P.V.C. DOWN SPOUT COUPLING THE LOT OWNER, SITE CONTRACTOR AND BUILDER SHALL READ AND BECOME FAM/LUAR WITH THE CONDITIONS PRIOR
G ° TO THE START OF CONS7RUCT70N. ALL ACTIVITIES SHALL COMPLY WITH SAID CONDITIONS`� od� � 3 FINISHED GRADE
���\ o mq��u 1740° ° O'���1! 6" P.V.C. RISER
EXISTING SPOT ELEVATION END SECTION p°o
P Qquo 0°4 0°04 d o o EXISTING STORM SEWERS, SANITARY SEWERS, AND WATER MAINS ARE SHOWN PER 774E APPROVED CHASE ORCHARDS
°; Q000a oQ°�o°0 0o Q�y OPEN SPACE SUBDIVSION AND MAY NOT HAVE BEEN INSTALLED AS OF THE DATE OF THIS PLAN. PRIOR TO ANY
296 PROPOSED GROUND CONTOURS —I q° a� �q qQO°0 q° ° °Q Q
-- o oa4 °q °q 6" P.V.C. ADAPTER HUB, EXCAVATION, GRADING OR CONSTRUCTION DEPICTED ON THIS PLAN, THE CON7RACTOR SHALL VERIFY THE LOCATION,
q ° 4��°o°G a ° THREDED P.V.C. PLUG
°qo o °o q ELEVATION AND AVAILABILTY OF UTILITY SERVICES. ANY DECREPENCY SHOULD BE IMMEDIATELY TO 774E ENGINEER SO
296 PROPOSED SPOT ELEVATION - 0
!� c °S°�o°",U o q°pQ a q °°q ° 6" BELOW FINISHED GRADE
C q° °oq a 4' P.V.C. PIPE
q "gg0e°q,° �° o °o THAT ADJUSTMENTS TO THE DESIGN CAN BE MADE.
° q q
CT D.O.T. 2" STONE q �q�'°q°q°Ao°vqo 6" X 6" P.VC. WYE
EXISTING TREE LINE ° ° q o oe °4;qq 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
if
FILTER FABRIC °q °q�o"°°' / AND GRADING DEPICTED ON THIS PLAN SHALL BE REVIEWED IN THE FIELD BY THE OWNER AND BUILDER PRIOR TO THE
PROPOSED LIMIT OF CLEARING _ _II'- q
I EXISTING GRADE ° 5 6" P.V.C. WYE (IF REQUIRED FJELL
START OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY PROPOSED CHANGES TO INSURE
I I 6" P.V.C. SAN. LAT. OTHER DOWN SPOUT CONNECTIO PROPER FUNCTION OF UTILITY SYSTEMS AND DRAINAGE.
HOUSE
D EXISTING STORM SEWERS FILTER FABRIC NOTE: ALL PIPE AND FIT77NGS SHALL CONFORM FOUNDATIONPRIOR TO ANY CONSTRUCTION OR LAND DISTURBANCE ACTIVTIES, THE CONTRACTOR SHALL CONTACT THE
s EXISTING SANITARY SEWERS OAK STAKES 10' ON TO A.S T.M. D-3033 OR D-3034, SDR 35. CONNECTICUT UNDERGROUND UTILITY PROTECT70N PLAN (TEL. 1-800-922-4455) AND REQUEST A UTILITY MARK OUT.CENTER, TYPICAL END SECTIONw EXISTING WATER MAIN 774E MIDDLE SECTION SHALL - �- I CONSTRUCTION ENTRANCE SANITARY CLEANS 90; 6" P.V.45; 6'P.V.C. ELL ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND AC11VlTlES SHALL BE IN ACCORDANCE WITH "774E
BE INSTALLED LEVEL FOLLOWING i II EXISTING GRADE, TYP. NOT TO SCALE NOT TO SCALE 6" P.V. CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CGSESC), JANUARY 1988. THE SYSTEMS
THE GROUND CONTOUR LINE 6" X 6" P.V.C. WYE SHALL REMAIN IN PLACE AND BE PROPERLY MAINTAINED UN77L 774E SITE IS STABILIZED TO THE SA77SFACTION OF THE
s PROPOSED SANITARY LATERAL
TOWN OF SOUTH WINDSOR.
E PROPOSED ELEC., TELE., CA TV LATERAL FILTER FABRIC 0U PRIOR TO STARTING ANY LAND DISTURBANCE ACTIVITIES, THE SEDIMENT BARRIERS SHOWN ON THIS PLAN SHALL BE
_4" P.V.C. PIPE 4" PVC FOUNDATION DRAIN PROPERLY INSTALLED. ADDITIONAL EROSION AND SEDIMENTATION CON7ROL MEASURES SHALL BE INSTALLED TO
o EMBED BOTTOM OF FILTER FABRIC PROPOSED GAS LATERAL EXCAVATE EXISTING SOIL AND FIRMLY ADDRESS FIELD CONDITIONS OR AS DIRECTED BY 774E TOWN OF SOUTH WINDSOR.
FLOW 4" X 6" P.V.C. INCREASER COUPLING THE DRIVEWAY AND SHOULDERS SHOULD BE STABILIZED WITH COMPACETD AGGREGATE OR GRAVEL AS SOON AS
�00 EXISTING GRADE, TIP.
IV
WATER LATERAL 6 V." P. 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 STOCKPILED SHALL BE PROTECTED WITH SEDIMENT BARRIERS. IF SOIL STOCKPILES ARE TO REMAIN FOR AN EXTENDED
J I I I I II 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.
NOT TO SCALE ALL DISTRUBED AREAS WHICH ARE TO BE STABILIZED WITH VEGETATIVE COVER SHALL BE TOPSOILED WITH A MINIMUM
$E? — PROPOSED IRON PIN �-EMBED STAKE 12" MIN. 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 WlNDSOR.
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.,
�> TELE, ETC.).
PROPOSED CONSTRUCT70N ENTRANCE
U
THE CONTRACTOR SHALL PROVIDE A METAL WASTE CONTAINER FOR DISPOSAL OF CONSTRUCTION DEBRIS.
f TOP FND. PROPOSED TOP OF FOUNDATION ELEVATION
THE CONTRACTOR SHALL SUPPLY PORTABLE (OR OTHER ACCEPTABLE) SANITARY FACILITIES FOR USE BY
BSMT. FLR. PROPOSED BASEMENT FLOOR ELEVATION
CONSTRUCTION WORKERS.
GAR. FLR. PROPOSED GARAGE FLOOR ELEVATION INSPEC77ON BY THE TOWN OF SOUTH WINDSOR STAFF IS REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
OCCUPANCY. THE INSPECT70N EVALUATES COMPLIANCE TO THE APPROVED PERMIT PLOT PLAN AND PERMANENT SITE
Ts T7SBURY SILT LOAM STABILIZATION. THE BUILDER SHALL CONTACT THE TOWN OF SOUTH WINDSOR AS DIRECTED FOR INSPECTIONS
25' WIDE CONSERVATION EASEMENT 1N FAVOR OF THE A FINAL AS-BUILT PLAN IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, THE PLAN SHALL
CS CHESHIRE FINE SANDY LOAM TOWN OF SOUTH WTNDSOR INCLUDE ALL INFORMATION AS REQUIRED AND DIRECTED BY THE TOWN OF SOUTH WINDSOR, INCLUDING BUT NOT
LIMITED TO. HOUSE LOCATION & ELEVATIONS, UTILITIES, DRIVEWAY AND GRADING.
WC WALPOLE LOAM "
LIMIT OF WETLANDS
ASSOClA770N
OPEN SPACE r' 00 44.16' ASSOCIATION
LIMIT OF WETLANDS BUFFER 62 05+ 5� OPEN SPACE l /
•••••••••• no
UPLAND SOIL TYPE LIMIT /. No k� 05 0+ S 83'26' OS" E
-- - 194.90' 265.00' TOTAL .
/ A=21,845 S.F.
/ =0.5015 AC/ I Y
ry `��--15.6
324 10 34' s
25' SIGHT LINE EASEMENT
FAVOR OF LOT 49
+ i SMH.
��• ?.�
PROPOSED HOUSE INV J10.59'� �''
322 2 d . TOP FDN.= 325 ' o
'ems. abo �n GAR. FLR.=324.6
^.4
0 BSMT. FLR.= 317.5 R=175.00'
118.86'
10=38' 54' 59'
9 C�
0�9 \ ,zE 110 R=200.00'
�SIP'
/ / > `;+ 4�•.`' y/ / 'la41' 02' 26"
01
\ S
06
10' WIDE STREET TREE EASEMENT IN FAVOR
y
OF THE TOWN T SOUTH WINDSOR 0
- UMP
DOUBLE GRATE /
TG. 318.82 �
FL. 314.51/
PROPOSED 70' WIDE EASEMENT IN FAVOR OF 00 00
CONNECTICUT LIGHT AND POWER COMPANY �o 05 y
�
y
s Op,O
s",qG
/
INV-310.82-+
4 SMFI.
S OG N, m 319.18
INV. 309.59
/o /5 (;O � � PROPERTY ADDRESS:
REFERENCE IS MADE TO MAPS TITLED: 167 TALCOTT RIDGE ROAD
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS 1 PROPERTY ZONE.
o f / Z�
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, Kl, K2, 51, 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 v+ RR - OPEN SPACE
�� LOT OWNER:
THROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. JOHN DORAN
IATE
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS FOR / CHASE ASSOCCT 06074
S
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT /m DOUBLE GRATE SOUTH WINDSOR, C 2033 ELLINGTON ROAD
TF.. 318.25
INV 314.15 860 648-2006
ASSOCIATION OF LAND SURVEYORS, INC.
ENGINEER/SURVEYOR:
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY.
sMr/. ROBERT JOHNSTON, PE
TF. 318.70 JAMES W. DUTTON, LS
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. INV. 310.42
ENGl1EK, INC.
67 EASTERN BOULEVARD
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. GLASTONBURY, CT 06033
THIS SURVEY CONFORMS TO VERTICAL ACCURACY CLASS V-2. (860)-633-9401
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D.
7H/S MAP,t �} 1R,EPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. PLOT PLAN
;PEv/SED S/io/9 9 C o M�E�V rs
t `err
N < 'Q I W�•}� EXIST RELATING TO THE PRO��a?b '1+LF,?_SE LOCATION OR SIZE. �� ����� IN •
C' 1 a nJ* 3� LOT 48 CHASE ORCHARDS vv
EHC/NEEIPS,SUi9{'E{'O/IS&f#I�/HOHf1EHTALCOASULTANTS
r +4 D:: ELIEF, THIS MAP IS A lTl t # ' 67EASTERNBOUZEVARD, GZASTONSURY, CONNECT/CUT06033
Q ' r .e 'ten CIO=
�•� �u s � PREPARED FOR
�� CT AS NOTED HEREON"
lS M VAL65 a&LESS IT BEARS TN � �Sl Ns47F/R�E?U AL OF THE UNDERSIGNED
•�;VE �:� % 1 � ' C.,_-'-i.•,� �� SCALE/NFEET CHASE ASSOCIATES PHONE.•/860/-633-9401 FAX'/860/-633-8851
s • No w �� A —97-39 48B
!••°•. / V 8961 ' a - SOUTH WINDSOR, CONNECTICUT SCALE.• 1"=20' DATE- 4127199 SHEET. 1 OF. 1
_o
370074 •"� - �,,. > �. 40' 20' O 20' 40'
tit a �iv,��n.Y::111�t1'1AMRMK�`„+
I i
t't
• .11r
LEGEND
EYJS77NG GROUND CONTOURS
•20
2 PXISTWG SPOT ELEVATIONS
EXISTING BIT. PAVEMENT
— — — — — — — — — — — EXISTING CONIC. PAVEMENT ;`
e'sac EXISTING BIT. CONC. CURB.
z+'s;
—D —D —D —D EXISTING STORM SEWERS ;`E} •'
—s — s —s —s EXISTING SANITARY SEWERS
R VA 77ON ASEMENT IN FAVOR OF THE
— c —c — G —G — EXISTING GAS LINES TOWN OF SOUTHWINDSOR
—E —E —E —E — EXISTING ELECTRIC LINES
/ + E
— w — w — w — w EXISTING WATER LINES ASSOCIATIONk / 0 '
OPEN SPACE • 0 44.16' �B2 ASSOCIATION
2 Oh OPEN SPACE +
F - F - F F — EXISTING FOUNDA 77ON DRAIN VA6 324.5
/ NtS ZO 00 $ +324.7
83'26' 05" E 265.0
—R —R —R —R EXIS77NG ROOF DRAINS \ '-'' t1 62 R (• 10, S.y 194.90' 0 TOTAL \ ryti
89
A=21,845 S.F. + �`
co
o EXISTING STREET TREE / =0.5015 AC 3z4. ~�� �_1,Jzs. I/ / / \ \ f o 0d
00,!
❑rIN EXISTING U77UTY HAND HOLE / 3z4.a +JJ 325.12 \ '�� \ / 1p'J4'
Oj / J20.14 FL
EXISTING LIGHT POLE325.17 \ \ Y
"G EXlS7YVG WATER GATE +324s + -/ \ +324.6
324.7 yy.yl
OGG
EXISTING GAS GATE
324.9
DECK e0. " / �\ e+324.4/ / / 25' SIGHT LINE EASEMENT
/ IN FAVOR OF LOT 49
Ac EXISTING A.C. CONDENSER aJ6_ 324.8`- + 319.7e
1 — — /
J2
o• 6
IftIRON PIN TO BE SET EXlS7lNG HOUSE }\324 35/ }323 66 / ary °
IF 320.57 j •p�
TOP FDN.=326.22 �� /ry� / �(/ \ / 5 Inv. 310.59 i ,,
-p 322.6 \ 3zso GAR. FLR.=325.37 / // \ \ / // 'o ` V'
MONUMENT TO BE SET BSMT. FLR.=318.82 �0. a=317.6t // / / \ / \ / cj
6' + 323.2 SILL-327.67 /
�. AC UMr �6, / / \ \ ° / R=175.Do' -
fXIS71NG IRON PIN n \ 'o. \ *a / ti '� / �/ \ / 5 3� I•
49tiy 1a=38 ' 59" i{i •f,;
INwJ2ad7 322.21
EXISTING MONUMENT \
—+324.0 0 32s.sa ti5` / 1 -J o / \ ti~ 4R=200.00' ,
WETLAND143.26
LIMITS 9 \ 0�% 1 / / \ ° / a
'o moo. � 1 / 3`q• � = '
F' I / �N 1a=41. 02' 26"
326.69 1 p'
BUFFER UMITS �' �5 �� / �+323.s F?kr*:._:
.ram f1��
00
PROPOSED GAS EASEMENT IN
00
FAVOR OF LOT 48 + o\ ~� \ �� J// / DOUBLE Guy GRATE
1�+ ..
321.5 W \\ N +J22 3 1 / ° FL J/4a/ I ,:
J19.41 FL�J75.J3(FON. ORN. 1( sq,•
10' WIDE STREET TREE EASEMENT IN FAVOR ,,\ • ;
OF THE TOWN OF SOUTH WINDSOR \\ y
o. /
PROPOSED 70' WIDE EASEMENT IN FAVOR OF Z``'``'' `' \ I 0 0
0+7 a ;� .•.',I
CONNEC77CUT LIGHT AND POWER COMPANY 3 o o =Z��\\ �0 62 O�j y `,;t °
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319.0 \ \ ♦ � 1 �
19,Is
1NY.3309.59
REFERENCE IS MADE TO MAPS 777LED: -' / ►�
1 PROPERLY ADDRESS:
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOCIATES", SHEETS
167 TALCOTT RIDGE ROAD
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-I, Kl, K2, Sl, 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 Noomber 211 q
PROPERTY
7HROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. /
ZONE.• `x!.:`
c 0. Q RR - OPEN SPACE
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH /v1 TF.. J18.25 E GRATE o�
20-300b-20 OF THE REGULA77ONS OF CONNEC71CUT STATE AGENCIES MINIMUM STANDARDS FOR INV. 314.15 a P. OWNER
•
•
SURVEYS AND MAPS IN THE STATE OF CONNEC71CUT" AS ENDORSED BY THE CONNEC77CUT JOHN DORAN CHASE ASSOCIATES
ASSOCIA77ON OF LAND SURVEYORS, INC.
2033 ELL/NGTON ROAD '
• ' ' • SOUTH WINDSOR, CT 06074
UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON /NFORMA77ON FURNISHED BY
(860) 648-2006
OTHERS. THIS INFORMATION IS TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE s:
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS
ENGINEER/SURVEYOR:
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN.
JAMES W: DUTTON, LS
67 EAENGEK, INC.
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCA77ON SURVEY. R "i
STERN BOULEVARD � `' ``�•
GLASTONBURY, CT 06033
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY.
Q/ / (860)-633-9401
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. A S--6J V I L T
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. NOTES.-
PL O T PLAN REVISED 11122199 - PROPOSED GAS EASEMENT
THIS MAP WAS PREPARED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. UNDERGROUND U77LITY LATERAL LOCA7ONS SHOWN PER INFORMATION PROVIDED ENGITEX C
NO ZONING VIOLAnONS EXIST RELAnN�� FTI � HOUSE LOCA77ON OR SIZE. BY THE INSTALLER, U77LITY COMPANY AND/OR TOWN OF SOUTH MNDSOR. O� ONAL INK ON MYLAR LOT 48 CHASE ORCHARDS
LOCATIONS AND ELEVA77ONS OF 7HE SERVICES WERE VERIFIED IN THE FIELD
THIS MAP AND SURVEY ARE NOT V l�` Q C lE LIVE SIGNATURE AND SEAL OF THE ONLY WHERE VISIBLE FROM WITHOUT EXCAVATION. PREPARED 43Y E,IOCIN'Es�A1MVA ,0, GdE{Mf7916A/JVEA7Al66J1�S1/17.I,NJ.�
PREPARED FOR 67EASTERNBOULEI/ARO, GLASTONBURY, CONNECT/CUT06033
UNDERSIGNED SURVEYOR. •Q O E co ;G PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (IF PHONE. /860/633-9401 FAX, /B60/-633BB51
Z:--1
"TO MY KN GE AND BELIEF, aly�y4fA NTL4LL? CORRECT AS NOTED HEREON" NECESSARY) TO SHOW ALL INFORMATION AS REQUIRED BY THE TOWN OF SOUTH CHASE ASSOCIA T
ES
W7NOSOR, INCLUDING BUT NOT LIMITED T0: FINAL GRADING (CONTOURS), UTILITY SGALE/NFEET �� EASTERN CTC060RD A— Q 7.,... ?j — —C
o.70074 * GYA* (86URY. 3 06l
--- i` / `yt LATERALS.
PRIOR WA RAND WALKS.
THELLO, IRON PINS SHALL BE SET AT ALL LOT Pik � ���3"'�7 t
JAMS oN Ls #70074 %-y ••.CENSE�••' CORNERS P SOUTH W/NDSOR, CONNECT/CUT
40' 20' O 20' 40' SCALE. >'=20' DATE. 11/19/99 SHEET.- 1 OF. >
p�ti .• Q
��111/INII►QI�11�� `
0
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LEGEND
322 _ — EXISTING GROUND CONTOURS
32D
4325.2 EXISTING SPOT ELEVATIONS
EXIS77NG BIT. PAVEMENT
EXISTING CONC. PAVEMENT
nnAln /`I IDD -'t
6 6CCC txlJ iING BIT. c.,vlv'. -
�Cie
—D
— D D — D EXISTING STORM SEWERS
—_ s _—_s -- s — _ -- EXIS77NG SANITARY SEWERS
25, WIDE CONSERVATION EASEMENT IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
— G — G -- c -- G — EXIS77NG GAS LINES
£ .__ F __ E _— EXIS77NG ELECTRIC LINES ' /
ASSOCIATION
-- w w w -- w -- EXISTING WATER LINES OPEN SPACE �1,a 05 00 44.16' 3�4 ASSOCIATION
g2 1�5 N + OPEN SPACE +324.5
— F EXISTING FOUNDATION DRAIN i �'� 2� �0 324.7
-- F F — F — h 05 S 83�2 0 05" E 265.00' TOTAL
O
48 R 10' 194. l
R —R —R —R EXIS77NG ROOF DRAINS S.Y.
/ CJD 324.89
A=21,845 S.F. +3za. / \ /
=0.5015 AC. --- 3zs. 7L / \
o EXISTING STREET TREE / \— y
/ 324.E +3 l ;325.12 \\ -- ; / / FL. 315.14
o"" EXISTING UTILITY HAND HOLEall
FL. 375.47
/
EXIS77NG LIGHT POLE \ =
r
..a
r .
Blr. DR]tE �mi /
GATE
t \ A 0
0GG EXISTING GAS GATE 3Ga' \ +32a.a/ 25' SIGHT LINE EASEMENT
DECK t'o \ / / / IN FAVOR OF LOT 49
�-
- 324.85 X / � / h�+ 37 .78 q
325.3'�6
Act EXISTING A.C. CONDENSER ' \ / o
s, k2� 23.66 3 1 'pry ° \
324.3� // 4 `�-1f 320.57
3zs.o
EXISTING HOUSE ��pi ay IN 31D59
IRON PIN TO BE SET \ TOP FDN.=326.22 z
GAR. FLR.=325.37
3zz. BSMT. FLR.=318.82 FL=317.6f // / \ ` \ /
MONUMENT TO BE SET sp Js + 323.2 SILL=327.67 0` R=175.00'
�j AC UNIT �y. \ 5 32O L=118.86'
31
/ y y / \ ° e� 10=38' 54 59"
^ EXISTING IRON PIN �v INV=sz:87
/ /325.6�/ I 5.66 / +��p
- EXIS77NG MONUMENT �o s it R=200.00'
�324.0 N 325.68ry �/ ,y�A' 143.26'
�`/ �/ 5 10=41' 02' 26"
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S/ 325.
o i N 325.69 hl / N +
WE7rAND LIMITS 323.6
BUFFER LIMITS
00
\\ \e\ \ 62
s� I o C.B. w/sump /
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10' WIDE STREET TREE EASEMENT IN FAVOR +3 ,s \ ��, \—3223 // ° y TG. 318.51
OF THE TOWN OF SOUTH WINDSOR FL. 314.
0 � � 379.47 FL=315.3t(FON. ORN.
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PROPOSED 70' W1DE EASEMENT IN FAVOR OF �� yk0 05 5 /
CONNECTICUT LIGHT AND POWER COMPANY O � Z=� S 62 V \�:
y�� o yo N
/ I? CG 379.3 PD
O 318.40 J(
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N
INV=313.4t 9 V1
INV. 309.59
� 0 5 XOG/
5 �P �� 2�
N / \ PROPERTY ADDRESS:
167 TALCOTT RIDGE ROAD
REFERENCE IS MADE TO MAPS TITLED:
<�
"CHASE ORCHARDS OPEN SPACE SUBDIVISION, DEVELOPED BY CHASE ASSOC/AYES; SHEETS 1 .L
THROUGH 27 OF 27 SHEETS, MAP NUMBERS A-97-39-1, K1, K2, S1, S2, S3 , S5, S6, Tl, T2, T3,, S4 PROPERTY ZONE.
T4, T5, C1, C2, C3, C4, C5, C6, C7, C8, D1, D2, D3, Al AND A2, DATED 11110197, REVISED / Q RR - OPEN SPACE
DO
7HROUGH 5127198, BY ENGITEK - LUCHS, GLASTONBURY, CT. DOUBLE GRAZE
/ TF. 318.25 LOT OWN
INV. 314.15 ' JOHN DORAN
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 'iN/N/MUM STANDARDS FOR 20 NDSOR,ON ROAD
SOUTH WI
SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT H(860) 0 06074
648-248006
ASSOCIATION OF LAND SURVEYORS, INC.
ENGINEER/SURVEYOR:
UNDERGROUND FEATURES HAVE BEEN COMPILED, IN PART, BASED UPON INFORMATION FURNISHED BY
JAMES W.
OTHERS ENGITEK,,. THIS INFORMATION IS TO BE CONSIDERED APPROXIMATE, ENGITEK, INC. AND THE LS
UNDERSIGNED SURVEYOR DO NOT TAKE RESPONSIBILITY FOR SUBSEQUENT ERRORS OR OMISSIONS INC.N
WHICH MAY HAVE BEEN INCORPORATED INTO THIS PLAN. GL EASTERN BOULEVARD
ASTONBURY, CT 06033
THE TYPE OF SURVEY PERFORMED IS A LIMITED PROPERTY/BOUNDARY, ZONING LOCATION SURVEY. (860)-633-9401
THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY. AS-BOIL T
THIS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. PLOT PL A N
THIS SURVEY CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-2. NOTES: ENGITEK, INC.
LOT 48 CHASE ORCHARDS E�f6/NEEi9S,SU/Pl�EY0i9S&EN{�/i?ONA/ENTAL
THIS MAP WAjM10,� ED FOR THE PURPOSE OF ZONING COMPLIANCE DETERMINATION. UNDERGROUND UTILITY LATERAL LOCATIONS SHOWN PER INFORMATION PROVIDED CD.ySULTANTS
CON ,,�' T RELATING TO THE EXISTING HOUSE LOCATION OR SIZE. BY THE INSTALLER, UTILITY COMPANY AND/OR TOWN OF SOUTH W/HE FR.
NO Z(�Y LOCATIONS AND ELEVATIONS OF THE SERVICES WERE VERIFIED IN THE FIELD PREPARED FOR 67EASTERNBOULEliARO, GLASTONBURY, CONNECT/CUT0603
;����,°'�•SU� � ONLY WHERE VISIBLE FROM WiTNOUT EXCAVATION. PHONE.'/860/6339401 FAX.°/860/6336851
THI �__��V �pA SOT VALID UNLESS IT BEARS THE LIVE SIGNATURE AND SEAL OF 77�E CHASE ASSOCIATES Q Q R
UNlfLStGAIED 1l,• YOI ;=� PRIOR TO RELEASE OF THE LOT BOND, THE PLOT PLAN SHALL BE REVISED (lF A �J �—��/ —�v O
x2 SCALE/NFEET
"TOi^ f':ICNO NECESSARY) TO SHOW ALL INFORMA710N AS REQUIRED BY THE TOWN OF SOUTH
- •O`E AND�L,�F, THIS MAP IS SUBSTANTIALLY CORRECT AS NO HEREON" �y/NDSOR, INCLUDING BUT NOT LIMITED TO: FINAL GRADING (CONTOURS), UTILITY - SOUTH WINDSOR, CONNECTICUT
Tn SCALE.' 1"=20' DATE.• 11119199 SHEET.'
�, LATERALS, DRIVEWAY AND WALKS. ALSO, IRON PINS SHALL BE SET AT ALL LOT 20' 0 20' 40'
s•,`°- �,3b74 CORNERS PRIOR TO RELEASE OF THE LOT BOND. 40'
�U�_�• .41•ey�
.. z.
1700091 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 03/06/2017
GIS ID: 89050167 FEE: 90.00
MUNIS APPLICATION# 201700157 BUILDING DESCRIPTION:
APPLICANT. Y LOCATION
NAME: AIELLO HOME SERVICES ADDRESS: 167.TALCOTT RIDGE ROAD
ADDRESS: P O BOX 548 OWNER: RAI BALBIR&KASHMIR
WINDSOR LOCKS,CT'06096 167 TALCOTT RIDGE RD
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: REPLACE GAS FURNACE.
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
3/6/2017 2:16 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE