HomeMy WebLinkAbout25 EAGLE RUN' t�M•f �+V V� V Q��1
APPLICATION FOR PLUMBING 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:
APPROVED: BLDG.PERMIT NUMBER:
ATE INSPECTOR
LOCATION OF WORK:
APPLICANT: OWNER: TYPE OF STRUCTURE:
.►t \ nn_ ❑NEW BUILDING
NAM A� �'�l�T`• V%er NAME: '• �c%tf tn 1 AO, ❑ADDITION
PHONE NUMBER.
2doo(?192-ZCeoo PHONE NU.MrBER:O�Wg 0. 3 STING BUILDING
ADDRESS: .Pb ti ..�4� ADDRESS:OI 5S Yl
TYPE OF USE:
RESIDENTIAL oCOMMERCIAL
PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK:
TYPE OF INSTALLATION:k)ws,,eANa,*tA Re A40"m. .-Ir
NO.OF TOILETS: STYLE: NO.OF BATHTUBS: a Q J� CC WIf,0A
NO.OF SHOWERS: NO,OF LAVATORIES: &g, bA4-4cA- V�a c At
NO.OF CATCH BASINS: NO.OF FLOOR DRAINS:
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW?
r
DYES 13N0 ESTIMATED COST: S C3=
SIZE OF WINDOW: SITE OF DUCTS:
SEWER OR SEPTIC TANK: FEE ENCLOSED:S
SIZE OF WATER PIPING AND RISER:/� ,, pp
WATER HEATER: TYPI3-+y0 G0A,Gq5 MANUFACTURER F�0 Sh L
FEE SCHEDULE:SIS PER$1,000 OF THE ESTIMATED COST.
ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS
$1.00 OVER (.26 CENT EDUCATIONAL FEE 11VCLUDED 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 PERFOMANCE OF SUCH WORK.
CONTRACTORS LICENSE NO.:C:ao3 3 sv TYPE: \�- STATE: Ct
SIGNATURE OF APPLICANT: DATE: g
°fT7
OCT i 2005 SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICUT
CC=i
25 EAGLE RUN4 LOT_#20 Reviewed By (En sneering)
MANNARINO BUILDERS INC. Date Reviewed Ip F Q� /Denied z.J/0
1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By anning)
BP_#_31494_ Ph_# (860)289-7055 Date ReviewPe U� Approve t/Denied
Date Submitted 00/00/00 ***** of O
As required in the Zoning and/or Subdivison Regulations, no Certificate of
Occupancy shall be issued until grading plans have been complied with and
approved by the Town Engineer. The minimum requirements shall include
Approved Denied N/A
✓/ 1 Approved building permit plan
2 Finish grading per approved
/ building permit plan
./ 3 Site work; i e trees, shrubs,
dumpsters, required parking
4 Utility location;
a. sanitary sewer/septic system
b. foundation drain
✓ c electrical & telephone
d. water
e other
5. Sewer connection charge paid
6. Appropriate certification
7 Bonding
8 Planning & Zoning/
Inland Wetlands Considerations
A. Lighting
B Signage
Freestanding wall
C. Fee in lieu of Open Space
Sewer Permit No Pav Exc #
COMMENTS Status
s
)�a4tA^,t A,/
Electric# 2 /,,Z APPLICATION FOR BUILDING PERMIT
Plumbing# // y W/ 25 Eagle Run
HVAC # /,2(. s/ 31494 Date: 3 _--% e s
Sprinkler# No.
FINAL APPROVALS - Estimated Cost $ /�/ 4.6 6. w
Building E[ SIG:N
TE RED BOXED AREAS Permit Fee $ / C:.1--a
Engineering OR PRINT ONLY Occupancy Fee
Affidavit ON REVERSE SIDE
Appr.for CO. Total Fee $ JS
TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $
The undersigned hereby applies to do work according to the following specifications:
Job Location Z 5- L-_0ar6-i-C= P-y .-J Lot No. Side of Street L-0 P4- Zone_
Applicant �1 c�sq�l a •-�I.- 13c/.1Aar-s,, Tel# 06 Z --,,)F'S-7uSs'
Address llk 5 :j;W - S-W,At>cz_ Zip C)bo'7/} Lic.# _lo-z g?
Owner_ `( AS (:/ U Z Address
Architect!1,1,)�� Address N. (.-o< 4o � f W yl�>�, C
Sq. Ft.New Area: 1st FL 13 9 2nd FL 3rd FL Total New Area / 3 ?
#Rooms (1 #Lavatories #Bathrooms Z #Garages Z
Purpose of this permit: 1Le:.v' / 4-7 Z
City Water Well ❑ Septic System ❑ Sewer;?'
Ins. H.O. S.P. Cert. Area Basement Garage
Approved by c-.J pi Date I �' Use Group ! Construction Type
1' >
Rovsed 1197
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 whichthis building and its use is allowed
� �i"\
'hir' 1 'mil "'Vc—r
Signed
I hereby apply for a Certificate of Occupr for the work descri in t is application for the permit.
Signed
DO NOT WRITE BELOW THIS LI E
INSPECTION COMMENTS
BUILDING INSPECTION DEPARTMENT
TOWN of SOUTH WINDSOR, CONNECTICUT
C E R T I F A`'>T E: rd. F O G.C'I� P A N C Y
ZONE RR °ram MM,%m i` November 16 2005
This is to certify' t'003,5' EAG E.Yj2#3N<EREQ, ED under Apermit
No. 31494 conforms substahtially to,yChe;';re,quireMents of the Connecticut
Basic Building codes-arid`.,the°.zoning regulations of: the,;Tewz};of
South Windsor and�i,s;heYeby�ap�Yoy�i�:"Ear'�esccLipdpc��`as. i.ndicated below
'.;A s o ti .y , h Q :.,,.: ..,,✓.....3.`x i'}.:i. i f'.",L`r J<•
Approved for OcCupanc�. `&'W SINGLE:?:'FAMILY DWELLING y"?
Use Group R4q. .;.,.. s,.s'
Constr. Type 5B' 3 ...,.
Bitildibq� official
Notice If this cettmificateYis^ osAt:tir'''destroyed, a duplicate should
be obtained 'immediatelyProd the'Building„Department
Any change or extension" f, the use hereii approved requires
a new certificate of occupancy.
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-31494-B 111,000
BO1 FOOTING 03/22/05 JFF A WITH MARK
B02 FOUNDATION 03/29/05 PJP D
B02 FOUNDATION 03/30/05 PJP A WATERPROOF ONLY, INTERIOR DRAINS
PO4 GAS TEST 06/02/05 CJD A
B03 FRAMING (ROUGH) 06/10/05 PJP A W/MARK REC'D TRUSS SPECS
E03 ROUGH 06/10/05 PJP A
P03 ROUGH 06/10/05 PJP A AIR TEST COPPER AND DWV
E01 SERVICE 06/10/05 PJP A
B04 INSULATION 06/16/05 JFF A WITH MARK WALLS R19 ATTIC AND CELLAR NOT DONE
PROPER VENTS IN PLACE
BO1 FOOTING 06/22/05 JFF A REAR DECK 3 10IN PIERS
PO4 GAS TEST O8/08/05 PJP A W/MARK
**-12651-H 5,000
**-11981-P 4,000
**-19712-E 4,800
Total Est Value 124,800
Dwelling 1,399 70,299 75
Basement 1,399 20,985 00
Garage 576 8,640 00
Smoke Det 7 525 00
BOCA Value 100,491 72
Difference (24,308 28)
3
CV
VZ' C,--1 ' c__j
SITE COMPLIANCE CHECKLIST
TOWN of SOUTH WINDSOR, CONNECTICMAR 1 , 2005
25 EAGLE RUN LOT_#20 Reviewed By Z _ (En ineering)
MANNARINO BUILDERS INC Date Reviewed., o r' /Denied
1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By anning)
BP # 31494 Ph_# (860)289-7055 Date Review U T ' Approve /Denied
Date Submitted 03/16/05 ***** FOR 'RIJiT2TIDING, PE *****
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
✓ a. Subdivision reference, abutting properties, etc
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
f Elevations of gravity drainage systems, sanitary
& foundation drain at the house and the street
g. Tentative utility location (gas, water,
/ electric, septic system, etc )
y 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
1
NO TES -
1. ZONE OF SUBJECT PARCEL IS RR".
OVERALL PARCEL IS DEVELOPED AS AN ACTIVE ADULT COMMUNITY,
APPROVED AS A SPECIAL EXCEP77ON UNDER AR77CLE 4.1.12 OF THE ZONING REGULATIONS
MINIMUM SEPARAT70N DISTANCE BETWEEN UNITS= 20'
2. BOUNDARY INFORMA77ON TAKEN FROM PLANS ENT77LED -
EAGLE RUN AN AC77VE ADULT COMMUNITY PLOT PLAN PREPARED FOR MANNARINO
BUILDERS, INC. 548 & 558 NEVERS ROAD SOU774 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, CONNECTICUT-
J. APPLICANT. MAP PREPARED BY-
MANNARINO BUILDERS, INC. ALFORD ASSOCIATE'S, INC.
clo ROBERT MANNARINO 200 PIGEON HILL ROAD
1169 ELLINGTON ROAD P.O. BOX 484
SOUTH WINDSOR, CONNECTICUT 06074 WTNDSOR, CONNEC77CUT 06095
TEL. # (860) 289-7055 TEL. # (860) 688-7288
4. ELEVATIONS ARE BASED ON M.D.C. DATUM.
\I �\\ 5. NO ZONING NOLA770NS W17N RESPECT TO LOCATION OF HOUSE, IF ERECTED AS SHOWN.
N/F D0UGLAS 10HNSON, TRUSTEE ,
(OPEN SPACE) \ DETENTION BASIN OUTLET 6. CONTRACTOR SHALL VERIFY LOCH 77ON AND ELEVA 77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL
\ \\ 7F= 180.9 GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
1 \ EMERGENCY SPILLWAY \ FL=177.87(15.0 OPENING)
1 \ TOP= 181.7 \ \ FL 8"4 COLLECTOR DRAIN = 178:3 MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDAl10N EXCAVATION. MIRAf7 FABRIC
\ \ "" SILT FENCE AND/OR TEMPORARY VEGETATION IF PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF 77ME.
11' \I \ S'8777'25" E 431.32 1P,
' E - 7. DURING CONSTRUCTION, MlRAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF.
+++ 181 ; 25' BUFFER 8. LEGEND -
++ .
182 + + 182 FL=178.53 f0' YARD �31p__-� EXISTING CONTOUR
_ CO
+ ------------- -- - - - �-' -
PROPOSED x 310.0 EXIS77NG SPOT GRADE
DETEN77ON BASIN \ I w ;
TOP=182.2 to PROPOSED CONTOUR
i
TO BE USED AS A TEMPORARY 3f0
SILTATION BASIN DURING ` TEMPORARY I TF=84.0 PROPOSED SPOT GRADE
4r
CONSTRUCTION OUTLET PIPE ;FL=178.76
310.0
187.5
i � ;}� •., � � GRADE TO DRAIN
I
FLARED END /1 178 180 --- `-- SURFACE WATER IS TO BE DIRECTED AWAY FROM 7NE HOUSE AND GARAGE
; , -__ _,'-_-----FD -"-188
FL=178.18 179 182 ;- --- PROPOSED WATER SERVICE
SA
186. -- ------
MH #5 1 g3 co 9`;��� '� 186 0'--- ---------FD----------- PROPOSED FOOLING DRAIN LINE
�_18 SA _Mg2.2 1g4 0 FD= 182.0 FLOWLINE OF FOOTING DRAIN AT MAIN LINE
L " 'D ; - EXISTING HOUSE
184.0 0 OUSE ;' ---------CD----------- PROPOSED COLLECTOR DRAIN LINE
183.5 w 184.0 OSED N
m 184.0 PROP \7g0 S PROPOSED SANITARY SEWER LATERAL TO CONNECT TO MAIN LINE IN EAGLE RUN
SAN.FL�180.4i o � N
r N FD FL=L178.4 0 -FO- 4.4' PROPOSgASED H�6SE ; FD 51 0„ voo '�I '7 s= e2.o NOTE-FLOWNE OF LA7ERALSITARY SEWER ARE 6NDLA MINIMUM SLOPEAL AT THE AIN LINE
OF 2.Oq
�1 T77.0
x S FL- 179.1 0 1 l
FOOTING DRAIN � 189•0 1
PUMP REQUIRED '8� 53,0 °o I G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET
I 189.0 C.L.& P. CO. EASEMENT
W jg5.5 19 N 1 W 1 4.8% r,E,Tv PROPOSED TELEPHONE, ELECTRIC AND CABLE TV SERVICES TO CONNECT TO EXIST. IN STREET
I 188.3 1Bg 3 'I� _ CONNECT7CUT WATER COMPANY EASEMENT
182.8 186.0 20 it �s� (4 � 187.7� - MIRAFI FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUC77ON AND
4' ":4DE CGi.,^ ' e - - SHALL REMAIN IN PLACE UN77L DIS7URBED AREA IS STABILIZED7.V•.. � `� i 187 0 a ,' ��.�cn rn' r0 --- . „"ETE' I/AL,.
o
186 1 7�6 I 'S __ 186.9
g5 10. PROPOSED HOUSE -
1 I _
I 18 .0 o 136,2w" 1p'I PROPOSED GARAGE FLOOR = 187.0
PROPOSED FINISHED FLOOR = 189.0
RUN APPROXIMATE BASEMENT FLOOR = 180.3
EAGLE
---�--- f 7F=183.4 _ 1 g5 0 `� 1 186 4 TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE 7HE FINAL EXTERIOR GRADE.
I 185.?. - _r" , �j r' USE GARAGE FLOOR ELEVATION TO SET GRADE OF THE HOUSE. ADJUST OTHER FLOOR ELEVA77ONS
" 185 sAn�Mii �� -� 8_ � I „ONS7RUCTlON ENTRANCE PAD- BASED ON THE ARCHITECTURAL PLANS.
a-.°,,' I841S 184.t)-CB 187.2 _ 4 NOT TO SCALE
EAGLE RUN 11. PRIOR TO STAR77NG CONSTRUC770N, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
o o REQUIRED PERMITS' AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL
1_ CB, 0" 1 \ �1 o 000 000 0 0�0 0°o BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND 77-IOROUGHLY REV7EWED ALL PLANS AND OTHER
i --- - , 7F=183.2 ' I 18 - I i 188.5 19C o o w o i DOCUMENTS' BY ALL OF THE PERMI777NG AUTHORITIES
I 184.6- -1 F 86 1' `�'
186 - - i I _ °q T� 11 6 188.1 �' 0 0�0�0po`b�op o o`bo�po`b
' 1 O o o�o o`5o o600 o5o5 5.2% ;� 187 r � �� 188.5 N
22.8'
186.0 1 0� o.bo.bo
185.5
I ' BRICK 187.5 ' 1 0rcEffiffiospic
1as,o IWALK 5 ' D:NOISE z SEEDING SCHEDULE IpROpOSE i+'i. o
n 1' OH O 1g70 j'' CR C pump 1875 0000° �° �° c�jo ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
EXIST. o h ;F00�'NGE,OUP,�,:O o�'�0�1' �0{� 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL
PROPOSED' R o 0 0 0 0 o WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
}-OS) HOUSE HOUSE II 1 188.5
18 a dl O 190.p PLAN 4" MINIMUM CONN. PERMANENT VEGETATIVE COVER:
EXIS�'NG HOUSE // DOT 2" STONE
IN PUMP RFn /1 1 i , 7 5 ,PA.5 n SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15
FILTER FABRIC OR AT OTHER TIMES, WEATHER PERMITTING
N1DlN= 10' MIN. LAWN AREAS:
USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
SECTION KENTUCKY BLUEGRASS 45%
INSTALL CONSTRUCTION ENTRANCE PAD NOTES: CREEPING RED FESCUE 45%
PRIOR TO ANY CONSTRUCTION I. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE PERENNIAL RYEGRASS 10%
(A MINIMUM OF 20 FEET LONG) THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. APPLY 1-3 LBS./1000 S.F.
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE TEMPORARY VEGETATIVE COVER:
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 a►t►rrrrN��``iw eeee►FrrC011fry�'000s TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 ° 40 Bo eeee O� !+!�,+�'�.� pe0, ••••..�C?p7.► PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
ee ,��G •' AL _� of
• to t, MANNARINO BUILDERS, INC.
( IN FEET ) � * IMPROVEMENT LOCATION SURVEY L.S. No. 9344 F-F
THE LOCATIONS OF UNDERGROUND UTILITIES ARE e No. 9344 9344
APPROXIMATE AND ALL UTILITIES MAY NOT BE . -__<� o � ee'ee <1 0,,�o Cl�/lL �i�V�aIiVEERS
00 0� ,CENSE.•'�� ee .o<q'-.,CENSE,y 'e EAGLE RUN WINDSOR,CONNECMCUT
SHOWN. PRIOR TO CONSTRUCTION' d CONTRACTOR •��FSSI0NAL E`'`'►s'� '''o"0�s u R��p'°
UNIT 19 • WILSON M. ALFORD,JR.,P.E.&L.S.
''••••.�.urv►►► "�4j•...urr -
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 33 EAGLE RUN SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 6, 2005
SS: PPP-19AA D:M03101PP P:M03101 FOLDER:MANNARINO F1LE:MANNARINO-EAGLE RUN
NOTES -
1. ZONE OF SUBJECT PARCEL IS RR".
OVERALL PARCEL IS DEVELOPED AS AN AC77VE ADULT COMMUNITY,
APPROVED AS A SPECIAL EXCEP77ON UNDER AR77CLE 4.1.12 OF THE ZONING REGULA71ONS
MINIMUM SEPARA77ON DISTANCE BETWEEN UNITS= 20'
2. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED -
EAGLE RUN AN AC77VE ADULT COMMUNITY PLOT PLAN PREPARED FOR MANNARINO
BUILDERS, INC. 548 & 558 NEVERS ROAD SOUTH W/NDSOR, CONNEC77CUT SHEET 3
SCALE. 1 1N. = 40 FT. DATE. DECEMBER 18, 2003 REVISION DATE'S TO 4-7-04
ALFORD ASSOCIATES, INC. CIVIL ENGINEERS W7NDSOR, CONNEC77CUT-
J. 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. DA 77JM.
rn�;111 s aw-
+1 +184.,
l 5. NO ZONING WOLA77ONS W77H RESPECT TO LOCA77ON OF EXIS77NG HOUSE, AS SHOWN.
a 1 �• 82.0
1 F DOUGLAS JOHNSON, TRUSTEE I xm.. s. EXlS77NG HOUSE -
^' 7% �' (OPEN SPACE) ��cT DE7EN770N BASIN OUTLET +183.4
1 L180.4 TF= 180.9 GARAGE FLOOR ELEK= 18Z62
1 m EMERGENCY SPILLWAY �� FL-17Z87(1510 OPENING) FINISHED FLOOR ELEV.= 189.21
TOP= 181.7 ` \ FL 8"4 COLLECTOR DRAIN = 178.3
1 BASEMENT FLOOR ELEK= 180.81
\ 1 10.38' 180.9 180.5\ ` 1 S 877 7 25"164.0 185.7 431.32' 188.2
F"1f7 2 76' 22.53' t82.7
• 3.67' 97.35' +++ 26• ' 10.7 25' BUFFER 8. LEGEND -
!y "b '$0'42"
++++ - - - - - - - - 31D__ EXIS77NG CONTOUR
. + FL=178.53 10' YARD
++++ -------------------\ off - x 3f0.0 EXIS77NG SPOT GRADE
+18 .3 + ___-- W------ WATER SERVICE
o YD G I' ----------FD F0077NG DRAIN LINE
o DETEN770AI BASIN TEMPORARY 0 TF=184.0
OUTLET PIPE I 1 FL=178.48 FD- 182.0 FLOWLINE OF F0077NG DRAIN AT MAIN LINE (APPROX.)
I ;+ 184.1 186 9 4.6'x7.2' HATCHWAY_ ____" ---------CD------- COLLECTOR DRAIN LINE
184.6 /
` I FLARED END 11 �P I` _ _--d=FD--'ENCLOSED S 6"0 SANITARY SEWER LATERAL
SAN.MH _ m{{ w\184.� : _ - DECK _ tg.t'
�} 7F=182.5 �- N S= 182.0 FLOWLINE OF SANITARY SEWER LATERAL AT THE MAIN LINE
SAN. MH t5 BLOCK 1 RETAINING WALL T GO- 1S 0 FO- 12'
7F=-182'1 _ co g- N
_ 182.5 183.5� 184.4 185. 6 DECK 188.2 - 37.0' OUSE G GAS SERVICE
tab. 183.1� � -- � 183.0� �� ENCL. 35�' AC❑ EXISTING H
+183.2I 20' 184.4 N ppRCH X7,2 (8-2-05)
185.7 Hw " 184.4 186.1 0 46 WA T,E,Tv TELEPHONE, ELECTRIC AND CABLE TV SERVICES
Cy w o OH 18 .3 +185.7 HATCH Y EM w SAN.FL=1'S9:st
� v ENCLO. 4.3 184. ° BRIS{O 36.0' 3 9'AC 16"0 TING HOSE a FD FL= w
m l PORCH n rn TT TELEPHONE TOWER
W v` m 34.3' P A n 2 EXIS 22-05) U EM a 6.4'
1: ;0 ❑ 37.0' 12' 186.3 17. 2'-A, �g Iti=179.0� °' o
N AC EXISTING HOUSE --FD1 .5 0 HOUSE GMCHIM w gp,NFL_ 180,9* 6, G t2.7' 9,4' m TELEPHONE HAND HOLE
(10-17-os EM S NG 186.4 FD /p 23• 17 ELECTRIC MAN HOLE
SAN. FL= 177.ot S S 175.1 EXISfI t1-05) + GM t5.8 012.6 f /U
FD FL= 178.7t to w (10- FL- 177.6f 4' STOOP 20.T
FOOTING DRAIN n :ill ^ SAN• 17g.6* cai 188.7� M GAS GATE
GM PUMP REQUIRED n v ^ o? FD FL °' 0 h I S N o N 1 9.7 Val I
29 9' 12 7 6.5' COVERED w EM 17.8 12"3' !@1g ICOVERED I� 229 a I g 5q, ATV CABLE TV BOX
ST P 186.2 6• - STOOP o� BIT.
'v O + �++ W BIT. co 3 DRIVI WV
185.5 18 2 9.3' \ 186.3 IP�� 187.3 - 187.6 I 1 + 187 8 t°DRIVE' 1 WATER GA1F
z 0 - I - _4' WDE rnNCP.E7E" WALK
WALK < ." 186.3 187.3 5 -� 187.4� ._
�+ 186.8 18s 2 ~ 1 1a7.s �- -F o a" 187'28 - C.L. & P. CO. EASEMENT LIGHT POLE
_ 185.2 +/c�_1186.0 186.6 186.0 1 BRICK 7 6% o I 1f
1- - WALK 186.04 G 1_--- --
-� 185.E G 185.8 - - - 1 +185.8 186.05 .151
562 - 185.61 _ --T- -- - CONNEC77CUT WATER COMPANY EASEMENT
9 184 ~-
.94 185.33 77 g,09y. 1 - AND YANKEE GAS SERVICES COMPANY EASEMENT AREA
84. 8 CB
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USE
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GRAPHIC SCALE ����nnN•.., •����F CNN•..,.. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 ao 80 ••• ()P N�-,)•w�. •••�O ,,, �►�/.�. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
M •A F°�� ''' ��P LF°�° MANNARINO BUILDERS, INC.
�
�' � ' '� �'*` IMPROVEMENT LOCATION SURVEY L.S. No. s344
( IN FEET ) ;*. * CIVIL ENGINEERS
t No. 9344 � Q. '; No. 9344
THE LOCATIONS OF UNDERGROUND UTILITIES ARE �••o��T:</CENSE°•'������^i �'•.,�iq-�/CENSe'?"�p WILSON M.ALFORD,JR.,P.E.&L.S.
`� EAGLE RUN WINDSOR,CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE ,v - E
�� ; ;" �►� +•+�i�i�� • ��o•• •
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 10-11-05 ADDED AS-BUILT INFORMAAON UNIT 19 -
SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION EAGLE RUN SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. [NOT VALID WITHOUT A LIFE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: JUNE 6, 2005
SS: asb-19aa D:M03101PP P:M03101 FOLDER:MANNARINO FILE:MANNARINO-EAGLE RUN
1900550 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER PLUMBING PERMIT
DATE: 09/05/2019
GIS ID:29370025 FEE: 54.00
MUNIS APPLICATION# 201901941 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: AIELLO HOME SERVICES ADDRESS: 25 EAGLE RUN
ADDRESS: P O BOX 548 j OWNER: KNIOLA ROBERT H&MARJORIE M
25 EAGLE RUN
WINDSOR LOCKS;CT 06096
DESCRIPTION OF WORK: EMERGENCY REPLACEMENT 50 GAL GAS WATER HEATER
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE: lza�
OCCUPANCY GROUP: BUILDIff OFFICIAL
9/5/2019 2:28 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE