HomeMy WebLinkAbout20 EAGLE RUN f ob 5%QLk ckp
APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT
1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230
77
DEPARTMENT DECISION N
APPLICATION IS HEREBY:
APPROVED: BLDG.PERMIT ER:
a� lLk:;�)j
DATE INSPE
LOCATION OF WORK: of U ClQ g Va- -Run
APPLICANT: OWNER: TYPE OF STRUCTURE:
-7
\ � ❑NEW BUILDING
E C%�-. y
NAMOC 1 Q V,1 er NAME: R �
noVj1 4 �` Of ❑ADDITION
PHONE NUMBER:&DO Z-C'f I ZLoOQ PHONE NUMBER qA� (P44 STING BUILDING
ADDRESS: PO X S 4 O ADDRESS40 $,���
1
` w � , TYPE OF USE:r)d�s c�rtRao�o Sacs+-� w•`1.�,-
�tESIDENTIAL o COMMERCIAL
L-
HVAC INFORMATION: ` ,. FURTHER DESCRIPTION OF WORK:
TYPE OF SYSTEM: `EATING V&C p�V u YV1l II�C' � O Cc� +-t
HEATING: Uc CkC, �71j Q
f f\cxftc_o "` �'\C
TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED)
DESCRIBE ALL HEATING FQUIPME'NP(INCLUDE MAKE AND MODEL NO.):
�'xL5��`cinune� - GrnQL'qLo o�yp �
Cab yq� _ ESTIMATED COST:S Cm
AIR CONDITIONING: co
DESIGN TEMP:OUTSIDE °F INSIDE T DIFFERENCE F° FEE ENCLOSED:S
TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEEP REQUIRED) �I
DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): N ` O3
nn `` FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST.
�OGE.l�1fl. �15 LD 3 n - o(\&evrz v ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
$1.00 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 CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK.
CONTRACTORS LICENSE NOA)O &�- TYPE:cS� STATE: C�`r
SIGNATURE OF APPLICAN D�Y\(\A DATE: Li
(J/200, K
1
,f`558 NEVERS ROAD I PAn�
b.9 +i89.fV�'MANNARlN01 BUILDERS, INC. N A� ► 0IIN
_,G 54usE12 �11?
+190.8 +189.0 +186.5 I „�� FD �- 177.OtA S 175A PR�<
r
FFUMPG DRA N - :1T x t �SON.1
+187.9 JQ3' 127',_ 10 4 �� �'� °.EM
+190.3 0 170
185.5 18 2 1 S
oi
BRICK 2 D Q+2 1 COVERED 18'
WALK r 7 186.3 STOOP
1
- - - 185.2 + (� /4C 186.8 86.8 188.2 ti 1_f 166 1-146.0 BRICK'
/ iZ..WALK
-796.�` -W-_8��WATER MAIN 1R4.94
1 t 1 "' - - RUN r___ �4°Z_L I84�32- 11 84. 1.1 8 GB 1BA
-. ` -184.
B�i.34 18 11185.45 - --►y-- 183.tsr
_ 185.28 184.9y Y --
cti�• y v,7 4. wl/ 455184.57 184.26 184.03C8 `_~TEL _ _ to TRANC'oS
93
co
cc 6.0
CK
ao`! w W 186.gr -i-�1 1851
187 96 �r / ^ 186.0 2.7z rn BIT..CONC. �N r
/ BIT. CONC �1`¢� } 22 8' 185.2E + 1 n a 1 5.7 i 1
^Z GM r 189.71 O DRIVEWAY r� to 18L}5 185.71 185.31 n $ ,`m i 1187I
d..o it 187.65 +� a I • r. 1
o EXISTING HOUSE z n 1. t1'. - �DIv CONC. 1 ti 20.6' BTCK-
r (8-2-05) to ,r 11.2' 31 i. WAt
SAN.FL- 179.o m w 7' r: 4 on; t OH I . 36.0' 7 °.°O \ 0 1
189.0 FD FL- 180.of EXISTING HOUSE 86,j 12a :� '¢ my a�s1
/ AC o FOOTING DRAIN PUMP REQ. 18 7.2 ;F OS SE 'o , 00 ,
� r(4-4- GM 21.1 a �14.
EM a �N.FL-nal / EXISTING HOUSE
rn1. `� �- 179.1f 7185.8 n (12�-14-OS7�J� k' EM 12.7 0
4 188.p FOOTING DRAIN PUMP 7 n FDNFL..�178.3O+0 + + c
39.0' 15 REQ. 185.71 86.3 m
i T 187 9 15' FOOTING DRAIN PUMP,�
o/ 1872 + _ "� 30.5' REQUIRED E1 1 O' S
� 186.7� 4.6'x7.2' 37.0' iv 1 Gl� 2• 1
// I EN +ATCH�VA 72
18.5)p AC o Fool
PORCH 185.8 DE RppM ENCLOSED c
��^�2.2' OVERHANG + 185.1 +
k 6 185.5 14.0 1 5.7
185.9 18 ti 20.0' + BAY 86.9
186.8 "1 `r o +18 A WINDDw
10';:YARD ^ 185.6 184.E 4.6'x7.2' HATCHWAY 18' 9 �1
_25'�BUFF£R_ --------- --- ±----184-- --t_--- -.: --------'10'_Y(IRD 4.6'x6.8' HATCH G1
--_ 183.8Y 180 f6 ENCLOSE6 DrCK J
181&a- _ 183.8185.7
181.6 181.2 181.6 + 180.74 181.5 t8t.3 _ `181.9 +25'BUFFER +4.2Q v 185.8
182.2
225.50' 1 181.82 N 8833'55 W 185.10 262-671
+183.4 + 182.18 + 181.4J 181.44 + 181.98
+ 182.01
+ 181.75 +782.3 182.8 + +184.2
N/y BRON/SLAWAND TEKLIA HANCHUK
+ 181.21
010 C—CkoL Zen
RECEIVED
SITE COMPLIANCE CHECKLIST MAY 2 ,a 0004
TOWN of SOUTH WINDSOR, CONNECTICUT SOU18MNDSORP � n
20 EAGLE RUN LOT_# 3 Reviewed By 67b (Engine i j)
MANNARINO BUILDERS INC. Date Reviewed CWlbq v ied
1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By lanning)
BP_#_30656_ Ph_# (860)289-7055 Date Reviewe 4 + proved/Denied
Date Submitted 05/27/04 ***** FOR B I DING PERM
In accordance with the Zoning and/or Subdivision Regulations, prior to the
building of any structure on a lot, a Topographic Plot Plan shall be submitted
for approval The minimum requirements shall include
Approved Denied N/A
1. Name, address & phone number of owner/applicant
2 Name, address & phone number of plan preparer
3. Zoning Information - i e. zone, open space,
floodway, street address
4 Plot Plan at 1" = 40' scale
�r a. Subdivision reference, abutting properties, etc
y b. Easements of record
c. Lot description, bearings, building lines,
distances, area, etc.
d. Contours, existing & proposed, 1 or 2 ft
/ interval where appropriate
+' e. Building location with dimensions
Elevations of proposed finish floor, garage
floor & centerline of road at driveway
o� f Elevations of gravity drainage systems, sanitary
/ & foundation drain at the house and the street
t/ g. Tentative utility location (gas, water,
electric, septic system, etc.)
h. Title block with name and address of preparer,
date, appropriate certification, live seal and live
signature consistent with the Board of Registration
requirements (P.E. & L.S.)
5. Sedimentation and erosion control
6 Special Planning & Zoning, Inland/Wetlands
considerations (Plans on file w/Town Clerk)
COMMENTS
NO TES -
1. ZONE OF SUBJECT PARCEL 1S "RR".
OVERALL PARCEL IS DEVELOPED AS AN ACTIVE ADULT COMMUNITY,
APPROVED AS A SPECIAL EXCEPTION UNDER ARTICLE 4.1.12 OF THE ZONING REGULATIONS
MINIMUM SEPARA77ON DISTANCE BETWEEN UNITS= 20'
2. BOUNDARY INFORMA77ON TAKEN FROM PLANS ENT77LED -
EAGLE RUN AN ACTIVE ADULT COMMUNITY PLOT PLAN PREPARED FOR MANNARINO
BUILDERS, INC. 548 & 558 NEVERS ROAD SOUTH Wl•NDSOR, CONNEC77CUT SHEET 3
SCALE.- 1 IN. = 40 FT. DATE- DECEMBER 18, 2003 REVISION DATES TO 4-7-04
ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, CONNECTICUT"
3. APPLICANT MAP PREPARED BY-
MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
clo ROBERT MANNARINO 200 PIGEON HILL ROAD
1169 ELLINGTON ROAD P.O. BOX 484
SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
TEL. # (860) 289-7055 TEL. # (860) 688-7288
4. ELEVA77ONS ARE BASED ON M.D.C. DATUM.
183.5 5. NO ZONING V10LA77ONS WITH RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN.
#558 NEVERS ROAD r
MANNARINO BUILDERS, INC. 6. CONTRACTOR SHALL VERIFY LOCA770M AND ELEVATION OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL
GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
-186 MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDATION EXCAVATION. M/RAF7 FABRIC
PROPOSED H( SILT FENCE AND/OR TEMPORARY VEGETAT70N 1F PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF TIME.
INSTALL CONSTRUCTION ENTRANCE 7. DURING CONSTRUCTION, M/RAF7 FABRIC CHECK DAMS ALONG SWALES MAYBE REQUIRED BY TOWN STAFF.
PAD PRIOR TO ANY CONS7R(JCT7ON / ro
--- - - ;
v i
20 18 186.0 8. LEGEND -
F_
-1�134.4-= - - - - - - - - -_ ! � %' � 0� ---�� EXISTING CONTOUR 1
18 x 310.0 EXIS77NG SPOT GRADE
18
C.L.& P. CO. EASEMENT 3f0 PROPOSED CONTOUR
1F=18Z69
T`� --
I -- PROPOSED SPOT GRADE
310.0
W__8•,¢ wAT R MAIN '_. --- GRADE TO DRAIN
Y I CB #2-, - ; =-=- , i -� - 784.2 -w SURFACE WATER IS TO BE DIRECTED AWAY FROM 77-IE HOUSE AND GARAGE
185.4EAGE RUN
; �-I -
L
-186.8 _ ®v 18�"- CCNNEC77CUT WATER COMPANY EASEMENT -----W------ PROPOSED WATER SERVICE
a
184.3
_______ PROPOSED FOOANG DRAIN
a 187.3 --FD----------- LINE
120 ti � 186. --i-- -�- 4 WIDE CONCRETE WALK FLOWL/NE OF F0077NG DRAIN AT MAIN LINE
-i� �-- _ FD= t82.0 2
I 0) 36.0'; M �o 187 ---------CD----------- PROPOSED COLLECTOR GRAIN LINE
-!_ i op 186 S PROPOSED SANITARY SEWER LATERAL TO CONNECT TO MAIN LINE IN EAGLE RUN
C, 188.0 I I ---- 186.6 �; 11 co
s= ts2.o FLOWLINE OF SANITARY SEWER LATERAL AT THE MAIN LINE
I II o I n NOTE- LATERALS ARE 670 AND A MINIMUM SLOPE OF 2.07
I I 189.5 188.0 187..0 (n 3 185.5
i 189.5 I :11.�.:a 57'0"J 4187.0 11
G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET
i8.9 ti, EXIST. FOUNDATION! � PROPOSED HO SE
SAN.FL= 179 0 ' r,E,Tv PROPOSED TELEPHONE, ELECTRIC AND CABLE TV SERVICES TO CONNECT TO EXIST. IN STREET
SAN.FL=ISO,3 I FD FL= 180.j EXIST W
FD FL_- 181.6 L FOOTING DRAIN PUMP SAN.FLO`FOUNDATION � P
FOOTIN REQUIRED LIMP 39.4' REQUIRED FD FL= - - _ MlRAF! FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND
FOOTING DRAIN PUMP
6,z .. � I ,pA _ SHALL REMAIN 1N PLACE UN11L DISTURBED AREA IS STABILIZED
9, ` ��`��-••��L.a: T,E,TV�J' -' 39.0 REQUIRED _
189.5 LJ 1 - 10. PROPOSED HOUSE -
184.0 184.0 1 183.5 PROPOSED GARAGE FLOOR = 188.0
183.5
186.5 183 183 �� PROPOSED FINISHED FLOOR = 190.0
1 0 188 182 APPROXIMATE BASEMENT FLOOR = 181.3
i N 181 TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE.
10' YARD 31.6U - CONSTRUCTION ENTRANCE PAD- USE GARAGE FLOOR ELEVA7ION TO SET GRADE OF THE HOUSE. ADJUST 07HER FLOOR ELEVA77ONS
- _
+� �`- NOT TO SCALE BASED ON THE ARCHITECTURAL PLANS., 25 BUFFER ----t tfli.lr
FE#4
v' +180.4 4.-i�M. (b FL=180.0 EAGLE RUN 11. PRIOR TO STAR77NG CONSTRUCTION, 7HE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
_ `~ _ - -`----- - +1 .a - --------- - - o° oQoo oo`bo REQUIRED PERM175 AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL
-� = �, RECEIVED AND 7H ROUGHLY REVIEWED ALL PLANS AND 07HER
-- - ----
-- Oo 0 0 DOCUMENTS BY ALL OF THE PERMIT77NG AUTHORITIES 0
BEGIN UNTIL THE CONTRACTOR HAS
3 _ , t89.t N 8538'45" W '1ss.q_ 225.50' -- w1'dSA N 8833'55" W` ---�1
182.7 2
oo°O0 ooao�o
° °
--------------
-
_ ~ oo`b°o� o.'oodlo N
l c -- ------
°oa SEEDING SCHEDULE - 1
N/F BRONISLAW AND TEKLIA HANCHUK °oOo -'
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
r�ooxll
o qbo�� 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL o c? 0 o�Jo WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
PLAN 4" MINIMUM CONN. PERMANENT VEGETATIVE COVER
DOT 2" STONE SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 ,sd� "'t I;;;.p
Ir� ` IQ1 FILTER FABRIC OR AT OTHER TIMES, WEATHER PERMITTING
�^'1 V N� S P�C.��h u� r� I ,�c,hc
I , �� �" �� N1DTH= 10' MIN. LAWN AREAS:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
jz- Y''�yL �'ti"�lln/j-L� SECTION CREEPING RED FESCUE 45%
NOTES: PERENNIAL RYEGRASS 10%
1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE 1000 S.F.
LBS.
THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. APPLY 1- /
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE TEMPORARY VEGETATIVE COVER:
f` ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15
UNDESIRABLE MATERIAL OR AT OTHER TIMES, WEATHER PERMITTING
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. ENGINEER -
THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ANNUAL RYEGRASS 100%
ADDITIONAL LENGTH AS CONDITIONS REQUIRE. APPLY 1 LB./1000 S.F.
GRAPHIC SCALE
N �,�� � � � TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 o ao so ♦40'OF,•,••NC���►. ♦♦°" 0.,"....N �. . PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
♦ .• •e ♦♦ �, el
eJ♦♦�P�o�,M' A`Fo-7nt,�., ��♦,APR . M. aLFo�o �
�;� �� % ••'g MANNARINO BUILDERS, INC.
( IN FEET ) ;� A� »*�� �;*� L.S. No. 9344
IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 934 ; No. 9344 ? CIVIL, ENGINEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE •••tiPo�=� ..... •'•.•�q-�!ceNSE°.y��♦♦`� EAGLE RUN WINDSOR,CONNECTICUT
S
•��FSS ONAL ,ENGO♦' •��io�O U
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR R N•'''•••...����',, " 'O0 UNIT 2 - WILSON M.ALFORD,JR.,P.E.&L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 12 EAGLE RUN SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: MARCH 10, 2005
SS: PPP-2AA D:M03101PP P:M03101 FOLDER:MANNARINO FILE:MANNARINO-EAGLE RUN
r �
I
NOTES -
1. ZONE OF SUBJECT PARCEL IS RR".
OVERALL PARCEL IS DEVELOPED AS AN AC77VE ADULT COMMUNITY,
APPROVED AS A SPECIAL EXCEP77ON UNDER AR77CL£ 4.1.12 OF 7HE ZONING REGULA77ONS,
MINIMUM SEPARA77ON DISTANCE BETWEEN UNITS= 20'
2. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN7777ED -
'EAGLE RUN AN AC77VE ADULT COMMUNITY PLOT PLAN PREPARED FOR MANNARINO
BUILDERS, INC. 548 & 558 NEVERS ROAD SOU7H WINDSOR, CONNEC77CUT SHEET 3
SCALE. 1 IN. = 40 FT. DATE.- DECEMBER 18, 2003 REVISION DATES TO 4-7-04
ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, CONNEC77CUT'
J. APPLICANT MAP PREPARED BY-
MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
C/o ROBERT MANNARINO 200 PIGEON HILL ROAD
1169 ELLINGTON ROAD P.O. BOX 484
SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
TEL. # (860) 289-7055 TEL. # (860) 688-7288
4. ELEVA71ONS ARE BASED ON M.D.C. DATUM.
189.4 #558 NEI/ERS ROAD w� +181.8 5. NO ZONING VIOLATIONS WI7H RESPECT TO LOCA77ON OF EXIS77NG HOUSE, AS SHOWN.
186.2+ +186.6 N/F MANNARINO BUILDERS, INC. ml 6. EXIS77NG HOUSE -
N EXIST. FO_ GARAGE FLOOR = 188.28
+188.9 +189.6 +189.9 FD FL FL
1 FINISHED FLOOR = 189.71
57.9 +?36.5 L 9�s � 1ay.o 186.5 FOOTINGRE� BASEMENT FLOOR = 181.21
PUMP
A fJ +18 .2
+185.0 +187.9 +190.3 v`l r
I 8. LEGEND -
- - - - -- +184.7
#44 �310--- EXIS77NG CONTOUR
- -1-184.4-- - - - - - - - - - - -
3 x 310.0 EXIS77NG SPOT GRADE
I
MH - ___----___ I C.L. 1'c P. CO. EASEMENT W------ E
>d9 -w\ 1F 187.69 - = - --------FD----------- F0077NG DRAIN LINE
cs
-- -----
I ------------ ---___ -__-_ 4 WOE GONCR£TE WALK F0= 182.0 FLOWLlNE OF FOOTING DRAIN AT MAIN LINE (APPROX.)
$ '8�„ EAGLE RUN r � $�786_, W--$��✓A7ER MAIN f
+ T -�_-- -I- __ ---------CD----------- COLLECTOR DRAIN LINE
1 CB 1 9- g ---- CONNEC77CUT WATER COMPANY EASEMENT
188.05 I 186.51 186.34 18 78-' 185.45 - AND YANKEE GAS SRWCES COMPANY EASEMENT AREA 6"0 SANITARY SEWER LATERAL
185.28 184.95 18y.- - S
187.65
184. 7 18415 184, S= 182.0 FLOWLINE OF SANITARY SEWER LATERAL AT THE MAIN LINE
;MAN _
p+ ro10 186.22 G GAS SERVICE
TV
BR IC- - - Box U186.77 / In
188.1 1 K WALK � / wi + 1 I y - T,E,TV
+169 3 0 1 - TELEPHONE, ELECTRIC AND CABLE TV SERVICES
190.6 n rnN/ BRICK WALK '6b' cp / - ---F481
\ tit 13.T• °'/ i 22.9' ca
ry / n a GM O GAS METER
12.T cv I o 18796 /
22.8' GV BIT. CONIC L if GAS GATE
�_,
\ 0 1 i ` w 3 GM DRIVEWAY r / c� rn co
\ S70pP b t2.T ' 186.58 0 ELECTRIC METER
\ 190.5 �` o> 15.8' v 187.65 c� I oo ; _
\\ GM 13 9 a 13.5 / N o ' } EXISTING HOUSE 11'. 11.2' 3
\ w N 8 zo
4 n 1' OH WV
\ m �7.4' 189.7 ° SAN.FL Z 1079.0 u 00 7' v WATER GATE
EXIST. HOUSE FD FL= 180.Ot EXISTING HOUSE
\\ 2.0' AN.FL=180.3 EM 39.4' AC FOOTING DRAIN PUMP REQ. 187.17
(4-4-OS
FD FL= 181.5t _ 16.0' EM SAFLFL=178.0f
TFL C` T)FPHrJNE ROY
FOOTiIJG DRAIN PUMP REQ. � �
�- ns.1f
2.2'x6.3' OH O ^ FOOTING DRAIN PUMP REQ.
51.0' 183.3 35.0'
AC 45.0' 4' OH a ^12.9' 39.1' 15' � 15 QTV CABLE TV BOX
189.3 ^187.9 187.2 + 30,5'
-- 18' i BRICK PATIO 186.7 o
El ELECTRIC BOX
4.6'x7.2' DECK 16.3' ENCLOSED HA HATCHWAY
HATCHWAY 190.1 188.7, 4.6'x7.2' HATCHWAY
2 2' 0 PORCH
274' 190.2 °? VERHANG AC, AIR COND1770NING UNIT
BRICK PATIO 1 . 188.25 n '
0 18 .9 188.8 10' YARD + 186.8 185.9. LIGHT POLE
-- -
FE
.4 r 25' BUFFER FZ=180.A
187.0 181.60 . -1
185.0+ + 182.7 + 1 + 181.2 181.17
181.6 +�180.74 + 181.40 "
194.6 189.1 N 85 58'45' W 225.50' + N 88 33':
181.82
+183.0 + 182.18 + 181.4b 181.44 + 131.98 + 182.01
+193.9 +187.1 + 181.75 +182.3 182.
N/F BRONISLA WAND TEKLIA HANCHUK
+ 181.21
GRAPHIC SCALE pvr��•••...� Oran" TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 80 404",O PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
�'ko�gM Alpo%o p••= o�,•• °.o`. •; MANNARINO BUILDERS INC.
( IN FEET ) �' C*;� A ,k L.S. NO. 9344
IMPROVEMENT LOCATION SURVEY
Q.
THE LOCATIONS OF UNDERGROUND UTILITIES ARE No. 9344 ; No. 9344 CIVIL ENGINEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE '•tiPo�:��CENSE�•'��`6���� •'•.,�<Q-�;CENSE°• EAGLE RUN ww�soR,coNNECTIcur
��.iFSS f •
ONAL W.- IV
'D R v e
S U ars •
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-4-05 ADDED AS-BUILT INFORMA77ON +••.....rrr''' """"'rr UNIT 2 - WILSON M.ALFORD,JR.,P.E.8 L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION ][NOT VALID WITHOUT A LIVE SIG14ATURE AND EMBOSSED SEAL 12 EAGLE RUN SOUTH WINDSOR, CONNECTICUT E4SCALE: 1 IN. = 40 FT. DATE: MARCH 10, 2005
w SS: cab-2aa D:M03101PP P:M03101 FOLDER:MANNARINO FlLE:MANNARINO-EAGLE RUN
19002AIA TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 05/01/2019
GIS ID:29370020 FEE: 162.00
MUNIS APPLICATION# 201900696 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: AIELLO HOME SERVICES ADDRESS: 20 EAGLE RUN
ADDRESS: P O BOX 548 OWNER: SALVADOR ANTHONY E&MARIA D
20 EAGLE RUN
WINDSOR LOCKS,CT 06096
DESCRIPTION OF WORK: REPLACEMENT GAS FURNACE
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH T14E APPLICATION AND PLANS APPROVED BY Tti ILD DEPARTMENT.
a
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING 16FFICIAL
1/1/2019 1 I:12 AM THE FEE ABOVE INCLUDES A 10.26 PER THOUSAND CT STATE EDUCATION SURCHARGE