HomeMy WebLinkAbout129 CORNERSTONE DR Electric# a2-,96 f 7 APPLICATION FOR BUILDING PERMIT
Plumbin #
HVAC # A 6,�__ l
129 Cornerstone Drive Date: IT`OS
Sprinkler# �� _ 32191 __ _ Estimated Cost $ 0,.OM.00
BuildiFINng 3 l 3 R� `- d- -- —------- Permit Fee $—TIV--5,
En neeri COMPLETE RED BOXED AREAS Occupancy Fee $ /o.
g TYPE OR PRINT ONLY Eng. Insp. Fee $
Affidavit
CO. t SIGN ON-REVERSE SIDE � " �
— Total Fee $�— l
TO THE BUIL ING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $
The undersigned hereby applies to do work according to the following: 0 7.3/
Applicant B9i%k 1q4e� Lzcgs ►- -�Lr3ti SMKt i4ocation of Work Io2't CoRae s4 v#4 cue . Lot No.
Applicant's Address IoZ 5Tpr-fo2D go Tel.# $t o-5-13-6,W i
Town Zv?_L►ggora,a C r Zip obo 13 Lic.# S52511
Owner F D w 4.D f-►c*Ta L_ Architect
Owners Address IZ t L'�¢,.trrLsrta-► ]cc. Architect's Address
Zip Zip
Sq. Ft. New Area: 1 st Fl. 2nd Fl. ___ — 3rd FI. Total New Area ciao
Purpose of this permit To ao A �g{}gp_mrraT' 3L)%La-aOT
City Water Well❑ Septic System❑ Sewer:
Ins: HO SP Cert. Area Basement Garage
Approved by Date Use Group Construction Type
Revised 8102
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 which this buil ng and its use is allowed.
Signed
I hereby apply for a Certificate of ancy for th ork desc bed in this application for the permit.
Signed
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
Inspection / Approval Date By Appl
Code Description Due Whom Code Comment
-------------------------------------------------------------------------------
**-32191-B 13,000
P02 UNDERGROUND 11/23/05 JFF A WITH CONTRACTOR BRIAN
B03 FRAMING (ROUGH) 01/13/05 PJP A W/BRIAN CONTRACTOR
OK TO INSULATE
E03 ROUGH 01/13/05 PJP A
B10 FINAL 03/13/07 JFF A WITH CONTRACTOR
v i
l
DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT
PERMIT#
TOWN OF SOUTH WINDSOR
Application' ere y: , z. O
BUILDING DEPARTMENT
D 1540 SULLIVAN AVENUE Bldg.
644-2511 ext. 230 �ertnit#
1
i /
Date ding Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
FStreet-No.
bz.
$0-$1,000=$15.00 Street I of No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt.No.
APPLICANT BiCl h,i,,yL 4
APPLICANT ADDRESS
APPLICANT PHONE# �90
O W N S F OWNER r--0vJ AiRo T: c%C�P-T'I:l_
q< OWNER ADDRESS 12n ODA1J�R
OWNER PHONE �f 60 S 7H- Sn Sq
C = ESTIMATED COST$ b O
x .�
IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED$
S o TYPE OF JOB:
O R C New Installation (�
Alteration/Addition/Repair
Revised 4/01//2002
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
II�RESIDENTIAL BUILDING PERMIT APPLICATION? 0 YES ❑NO
❑BUSINESS I CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑STORAGE
❑GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION/WIRING METHOD
SIZE OF SERVICE SIZE OF MAIN CONDUCTORS
NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS
NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO
NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS
NUMBER OF SWITCHES NUMBER OF OUTLETS
NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS
NUMBER OF A/C CIRCUITS
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED.
/. ' �DESCRIPTION OF WORK
W
LaLLc [
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. /� 1
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT l DAB
DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
PERMIT#
Application i
TOWN OF SOUTH WINDSOR
BUILDING DEPARTMENT Z-
�Z
APPRO 1540 SULLIVAN AVENUE Bldg.Pe t#
644-2511 ext. 230
Date Building Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
2-1i C.yxArl✓es
$0-$1,000=$15.00 Street No. Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT la)wt31 to t�
APPLICANT ADDRESS t//2 �ArT W�kT�►—��D. e08�1
IALI.-l1,1SV("e
APPLICANT PHONE# S*O - ioo(3-3$ZS
O W N S F,q OWNER E-Qu;A-[La 1 tL,+TE 1
_ OWNER ADDRESS RA tz�ir Srcr t G �K.
S
OWNER PHONE �5b0 - 557
C ESTIMATED COST$ 3ono.on
IS THIS A CONTRACT COST? Yes _No
FEE ENCLOSED$ 45,00
1� i•/� TYPE OF JOB:
dSOR C O� New Installation
teration/Additio epair
645&-KEa'�-110--Trt
Revised 4/01//2002
APPLICATION FOR PLUMBING PERMIT (Continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
®RESIDENTIAL BUILDING PERMIT APPLICATION?p YES ❑ NO
❑ BUSINESS CURRENT USE AND OCCUPANCY Si
❑ASSEMBLY '` �J1w►i`y Ca5iP��
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑GARAGE ADDRESS
❑MIXED USE
CITY STATE ZIP
(Other please specify)
TYPE OF INSTALLATION U SIZE OF MAIN RAIN 4
NO. OF TOILETS STYLE NO.URINALS STYLE
NO.OF BATHTUBS NO. OF SHOWERS k NO.OF LAVATORIES
NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES-- KIND S a
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES P NO
SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS SEWER OR SEPTIC TANK S eNi 6Z
SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER 3 Z 4
WATER HEATER: TYPE MANUFACTURER
DESCRIPTION OF WORK
+�-Db I�AS►-ME►at �fFr!-+ / W Er ��-P
THE UNDERSIGNED HEREBY APPLIES FOR A PER IT TO PEITORM THE WORK DESCRITMD AND IS TU—
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
.279s(.(:) tit CT.
CONTRACTORS LICENSE NO. TYPE STATE
SIGNATURE OF APPLICANT DATE 1 1 I ((,10 1
SEEDING SCHEDULE - NO TES -
---------------- ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 1. AREA OF LOT 20 = 32,960 SOFT. = 0.757 ACRES.
- --- 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL
WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS
AN "OPEN SPACE SUBDIVISION".
PERMANENT VEGETATIVE COVER:
- -____ SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 MINIMUM
YARD
D REQUIREMENTS.
TIREEMENTS.
OR AT OTHER TIMES, WEATHER PERMITTING SIDE FRONT 10 FEET
LAWN AREAS: REAR = 50 FEET
---_ ?90` - USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: J. BOUNDARY INFORMA77ON TAKEN FROM PLANS ENT77LED -
KENTUCKY BLUEGRASS 45% "CUTLER RIDGE It OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS,
CREEPERENNIAINGL
RED FESCUE 10% INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WNDSOR, CONNEC77CUT, SHEET 11,12 & 13,
-- PERENNIAL LBS./1 0 10% SCALE. 1 IN.=40 FT., DATE OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES,
APPLY 1-3 LBS./1000 S.F.
INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CUT
TEMPORARv VEGETATIVE COVER: 4. APPLICANT AND OWNER: MAP PREPARED BY
SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15
\ ` cj ��9---_-_ cn OR AT OTHER TIMES, WEATHER PERMITTING % KEN RUBENS7ElN 2000PlGEONRD SHILL ROAD C
\ A USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN P.O. BOX 330 P.O. BOX 484
\ cf, 00 _ ENGINEER - FARMINGTON, CONNEC77CUT 06034 W NDSOR, CONNEC77CUT 06095
O ANNUAL RYEGRASS 100%
` APPLY 1 LB./1000 S.F. TEL. # (860) 676-1895 TEL. # (860) 688-7288
CONTRACTOR:
/�1 $ _ RICHARD DZBIEIDZIC
- 20
/ I TEL # (860) 485-1187
v
^? / 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM.
h
G� ---- 6. NO ZONING V70LA77ONS WI7H RESPECT TO LOCATION OF HOUSE, IF ERECTED AS SHOWN.
7. CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL
GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
MEASURES FOR STOCKPILED MA7FRIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVA77ON. MIRAF7 FABRIC
50 �i FD FL=299 5 SILT FENCE AND/OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN IN PLACE FOR EXTENDED PERIODS OF 77ME.
b A RODENT SCREEEN SI-IALI. BE 8. LEGEND -
PLACED A T END OF LINE
EXIS77NG CONTOUR
j ` 9 x 3J0.0 EXIS77NG SPOT GRADE
INSTALL CONSTRUC77ON ENTRANCE PAD
PROPOSED CONTOUR
PRIOR TO ANY CONS7RUC770N 310
(A MINIMUM OF 20 FEET LONG) \
k `�'� 3f0.D PROPOSED SPOT GRADE
310.0 .
GRADE TO DRAIN
W� 30 , 298.5 \ SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE
10' WIDE CL&P EASEMENT - 5
- O '�- W PROPOSED WATER SERVICE
AND STREET TREE EASEMENT 63 g
/'RO FD PROPOSED 670 F0077NG DRAIN LINE
F�
'(0fD fzOS300.$USf c, T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET
310.0 3100 AN �' `301.0 z
4' WIDE CONCRETE WALK E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET
\ ^
S "'-- PROPOSED 670 SANITARY SEWER LATERAL
50 MIRAR FABRIC FENCE TO BE PLACED PRIOR TO ANY C0NS7RUCT7ON AND
SHALL REMAIN IN PLACE UN77L DIS77JREED AREA IS STABILIZED
9. PROPOSED HOUSE -
8 I'
SAN.MH#8 \s, I PROPOSED GARAGE FLOOR = 310.0
TF-310.18 PROPOSED TOP OF FOUNDA 77ON = 311.0
FL= 293.E \ � ' 1306 O� N 41 5619 W PROPOSED FINISHED FLOOR = 312.0
53.71 BASEMENT FLOOR (WALKOUT) = 303.3
F�`STp `�09`T I 301.5 TOP OF FOUNDATION TO BE A MINIMUM OF EIGHT (8) INCHES ABOVE THE FINAL EXTERIOR GRADE.
HYD T 10. THE CONTRACTOR AND/OR OWNER SHALL BE RESPONSIBLE FOR INSTALLA770N/7NSPEC770NIMAINTENANCE/
CONSTRUCTION ENTRANCE PAD_ REPAIRIPEPLACEMENT OF ALL EROSION CONTROL MEASURES UN77L ALL CON7RIBU77NG SURFACES HAVE
NOT TO SCALE BEEN STABILIZED. ACCUMULATED SEDIMENT SHALL BE REMOVED AS NECESSARY.
R=250.00' - - - - _ - - _ T CORNERSTONE DRIVE
L=116.92' 6 - �� - s` 11. DURING CONSTRUCRON, MIRAFI FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED AND ADD177ONAL
D=264743" OV o 00 0 00000,0O EROSION CONTROL MEASURES MAY BE REQUIRED, AS DIRECTED BY TOWN STAFF.
THE CONTRACTOR AND OR OWNER SHALL BE RESPONSIBLE FOR ADDITIONAL CONTROL MEASURES
O ,
� o oo°��o�o°�Oo`o�oo°° /
SAMM11#9 o°dJo 0 oo0.0.°o0 O
0000dJ
7F=3OZ70 870 WATER MAIN �j°��j° °��°��°
fZ= 293 03 o 0 0o a'o°o 0 0
SAN.MH#10 �°0 0 550 550 W N
BENCHMARK- D i TF=297 45 °°
CONTROL POINT#1006 _ / i' FL= 289.31 0 0. 0. 0000 d�
ON SAM. MH /9 - b�000�Poo0 o w
ELEV.= 307.70 0000
-CB120 0�0 0 000 000�o
7F=299.3 Gp oUooC oo,CPo
FZ= 294.65 0 0
PLAN 4" MINIMUM CONN.
SANITARY SEWER LATERAL FL= 291.4f DOT 2" STONE
SAN. SEWER LATERAL FROM HOUSE FILTER FABRIC
TO MAIN LINE WIDTH= 10' MIN.
80'- 6"0 AT 12.07
SECTION
NOTES:
1. THE PURPOSE OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE
THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT.
2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECT70NS
ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER 20-300b-1 THROUGH 2O-300b-20 OF THE REGULAT70NS OF CONNEC77CUT
UNDESIRABLE MATERIAL, STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECT7CUT ASSOCIAT70N
THIS WILL
TRACKING E FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY BOUNDARY SURVEY
THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR
ADDITIONAL LENGTH AS CONDITIONS REQUIRE. BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE ea��enseory ♦` �ter�Ncoe�,- TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
40 0 40 eo '♦e�pF GONIV, �,:As �e�0¢ �.e� PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON.
A.°g'`:��� ��,� � .;rg�A ALP' �� T��'- KHV ASSOCIATES LLC
( IN FEET ) ;3 �Z* L ':3 ;*
IMPROVEMENT LOCATION SURVEY L.S. N0. 9344
% �J4 . 9344 = No. 9344 CIVIL ENGINEERS
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 8-31-00 STAFF COMMENTS :• 0,,• v�♦♦'° <IC �Q. ,�'� o°°°, ' w�NDsoR coNNECT�cLrr
••�o"'-,ICENSE. ♦ • < '-.,CENS , o °♦ A
APPROXIMATE AND ALL UTILITIES MAY NOT BE F , , ♦ .. v , RIDGE Il
•'-ASS/ONAL �N61♦♦♦ •••ice S U R`I �ooss
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-24-00 ADDED CONSTRUCRON ENTRANCE PAD DETAIL •����ii�ms/arrr�� •�°!"�'�rrrr LOT 20 - Ell 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 SIGNATURE AND EMBOSSED SEAL 129 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1 IN. = 40 FT. DATE: AUGUST 4, 2000
D:M9915620 P:M98009 FOLDER:MANNARINO FILE:MANNARINO-CUTLER 11
NO TES -I. AREA OF LOT 20 - 32,960 SOFT. - a757 ACRES
2. ZONE Or SUB,/ELT PARCEL IS 'RR-, L4'f f5 Wllll/N A SuRDIV;:�Gw QFVELOPED AS
AN "OPEN SPACE ,;U ^. jS✓ON",
MINIM!47 YARD R£OU/R'EU VTS:
XONT - 50 FEF_7
SIDE - 10 FEET'
REAR - 50 FEET
J. BOUNDARY INFORMATICrN TAKEN FROM PLANS ENAII_EL'"CUTLER RIDGE/l OPEN SPACE SUBDl t IS/ON - Rk ZONE PREPARED FOR MANNARINO BUILDERS,
�+ INC., SUBDINSJON PUN, 940 AIFRY S7RE£T, SOUTH WINDSOR, CONNEC77CUT, SHEET 11,12 & 13,
INC., ClWL/ENGINEERS; WNDSAR,T CONNECACUT'; RENSION DATES lid 7-29-99, ALFORD ASSOCIATES,
5 119 4, APPLICHV ANT
ANDCIA OW ER. MAP PREPARED BY
o
ALFORD ASSOCIATES INC.W% KEN RUBENSIE/N 297.6 200 PIGEON HILL ROAD
-I- � d I P.O. BOX 330 P.O. BOX 484
t FARMINGTON, CONNEC77CUT 06034 WINDSAR, CONNEC77CUT 06095
N TEL # (860) 676-1895 TEL AV (860) 688-7288
� 2D � • � CONTRACTOR.•
+ RICHARD DZB/EIDZIC
/
) + 297.3 (. TEL # (860) 485-1187
ry a� � yo �
299.79 alb ^�• 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM.
6. NO ZONING WOLA71ONS WIN RESPECT TO LOCATION OF EXISTING FOUNDATI WN
ON, AS SHO .
300.6 - Z EXISTING HOUSE -
+` 301.4 ^'•,�
ra1?.taF F1.0aR 7'c u. _ 310,to.}. �`f�o o fD FL•.299.5f
11NI::&D 1`LOOR' ELEV. - .711.79
WALKOUT BASEMENT ELEI! 30U3
'T"S, Ut/, BOTTOM OF FOOLING 3021t
2� 305.1 + -
`foR �•.\ ' 1 L� 8. LEGEND
304.8+ l O
`rpm I 310-- EVS71NG CONTOUR
x 310,0 EUS7ING SPOT GRADE
31L2 '224 24.a' 301.1 / ))
AC _ w24 x u.y• ---4 �Qfi/e✓ �/r' -IY------ WA TER SER NCE
o - =� / T,E,IV TELEPHONE, ELECTRIC AND CABLE TV SERVICES
10' WIDE CL&P EASEMENT + 307.5 ' °' 24' g10,, - 302.08
AND STREET TREE EASEMENT 307.2 . 309.71 G11MN�y 302.04 --G GAS SERNCE
1 �- �> 1c y, 9,
v, S T, "3 r• ✓r�AX SC U 1'ur /-d✓L =.5 CQNNJ i �jt� ---5 SANITARY SEK R LATERAL
! =,tOl•
' t1 � FD--•------ FOOTING DRAIN LINE
4' WIDE CONCRETE WALK 301.79 � � T 7 AJ 7 70 SL ups l�w��'�L
BIT. CONC, �, '� t�r• h 10 1' EJc151. HOU UGHT AND POLE
DRIVEWAY '7��p� �4. ^ r1.r 1 11.1•�•� 3U1.$ off`' 1l.� NSL' �'� �U ry
r,,r / T I 5e Fife
309.7 6+ t- 311.2 x I ,t 50' I�<1 GAS GATE
311.1E
301.30 (' E' ei� J�o&15 •lVe fxGC��1, `77415 5Gu<'�
ti WATf7! GA
SAN.A010 - , ✓�r�3i /C /�C'.v>✓'�i/�
TF 3I0.le `t0 \` \ b - r ; t'a' Q� �1`/l'L ('l.LL �ivl� HYDRANT
FL= 29.7 6 9 ' I n + p
`\� \! -- 301.5 N 41 56'19" W e m TELEPHONE HA.tin
CABLE TV BOX
5J.71'-� �G IQ,0✓lll,!G rim /��7-;d i vi.✓6 1-,,e L c- /'7C i �z� ry
r
�`S�ZpV�� 30�22 3oz 306 02 -_- E --,r} 301.66 ��� �iC/;,e� El TRANS, 7RANSFARM£R AND PAD
0 AC
AIR CONDl710N/NG UNIT
I f
R-250.00' 307.81 _ - - _ 305.25-302.891
L-116,92'
D=26 47'43' - �•k`�'C`�.v-• v,r S . l..r..,1 z., ,r--
SON.MH#9 --ATF=307.70 8'0 WATER MAIN U 7 ,,sU I ��,� c c-�••S,c Lj 'FL- 29J.03 . .
BENCHMARK-
SAN
CONTROL
POINT#1006 v T -297.45
ON
ON SON. MH #9 FL- 289.31
CB#20
7F 299.3 Mal-,
FL- 294,65 "S%6Ai�RTU �06r
SANITARY SEWER LATERAL FL- 291.4t
SAN. SEWER LATERAL FROM HOUSE
TO MAIN LINE
80'- 6'0 AT 12.OX
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS
20-300b-1 THROUGH 2O-300b-20 OF 7HE REGULA77ONS OF CONNEC77CUT
STATE AGENCIES- 'MINIMUM STANDARDS FOR SURVEYS AND MAPS /N THE
STATE OF CONNECT7CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIAT70N
OF LAND SURVEYORS, INC.. 1T IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
GRAPHIC SCALE
B0 �N OF IV�''''n",•,,,,''' • � TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
Lo o �o d O7^ �. ti ,,..
7-25-01 ADDITIONAL AS-BUILT INFORMA77ON ,��p ALF 7 ,�;`�Y N• F � PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON.
r " _��� KHV ASSOCIATES LLC
( IN FEET ) • `b• °, a � ° o•;
10-3-00 AS-BUILT FOUNDA77ON L.S. N0. 9344
:: 344 3� t No. 9344 IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 8-31-00 STAFF COMMENTS E a CIVIL EIVGNVEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE A�'' LICENSE°.•''`��v T= "'' �1 ° ' CUTLER RIDGE lI """D
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-24-00 ADDED CONSTRUCTION ENTRANCE PAD DETAIL SSrDNAL E`' • ."0•s u RVE�►►• •
SHALL CALL 1-800-922-4455 AND HAVE THE �""""�� �u"""''� LOT 20 -
WILSON M. ALFORD,JR.,P.E.6 L.S.
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE. AND EMBOSSED SEAL 129 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1 IN. - 40 FT. DATE: AUGUST 4, 2000
D:M9215620 P:MOSON FOLDER:MANNARINO FILE:MANNARINO-CUTLER 11
i
NO TES --
I. AREA OF LOT 20 - 32,960 SO.FT. - Q757 ACRES
2. ZONE" or SUBJECT PARCIEZ IS RR", LOT l5 W71F1/N A SEr94IV,'S/cNu ►'ELGIAED AS a
AN "OPEN SPACE avLG:1?'SJCJyt/". DE �.
M/N/MU4 YARD R£QUKEUENTS.
FRONT- 50 FEET fro
SIDE - i0 FEET
REAR - .50 FEET 3
A BOUNDARY INFORMATION TAKEN FROM PLANS EN1771" - 'S
'CUTLERUB RIDGE// OPEN SPACE SUBDI VISION _ RR ZCWE PREPARED FAR MANNARINO SUILDERSy j
E INC- SUBOMSION PLAN, 940 AWRY STREET, SOUTH WINDSOR, CONNECTICUT, SHEET 11,12 13, ,
SCALE. 1 /RI RIDGE
f O DATE SPACE
SjjBo /6, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIAIF�
INC., CIVIL ENGINEERS, W NDSOR, CONNEC17CUT
4. APPLICANT AND OWNER: MAP PREPARED BY (11
AN ASSOOYA7E ,, LLC ALFARD ASSOCIATES INC.C/o KEN RUBENSTE/N 200 PIGEON HILL ROAD
+ 297.6 L+Ci j P.O. BOX 330 P.O. BOX 484
FARM/NGTOM CONNEC77CUT 06034 W/NDSOR, CONNEC77CUT 06095
N TEL / (860) 676-1895 TEL 1 (860) 688-7288
+Iv 20 - CONTRACTOR:
RICHARD DZBIEIDZ/C
+ 297.3 + TEL- # (860) 485-1187
299.79®�Q1 �� 5 ELEVATIONS ARE BASED ON M.D.0 DA7UM.
6. NO ZONING WOLA17ONS W17H RESPECT TO LOCATION AC EXISTING' FOUNDA77M AS SHOWN.
300.6
Z EXISTING HOUSE -
+ 301.0 �i`�. OARAG£ FLOOR El.£V w i10.10
FD FL FINISHED FLOOR ELEV. + 371.79
WALKOUT BASEMENT ELEV. - 30.L3
`�0. o 7's, w, BOTTOM OF FOOTING . J0211
2� 305.1 + -
`+- 8. LEGEND
304.8
. '310--- EXISTING CONTOUR
J
t7/" >� 6JAI x 3/0.0
c'7.' f'�a Na�Arl G�l EXISTING SPOT GRADE
42S" 311.2 �•� 2a.a' 301.1 ` W,n//✓ --
' AC _ '._ zy� u-�• jet la� (<) ---W WATER SERVICE
o �L / T,E,TV TELEPHONE; ELECTRIC AND CABLE TV SERVICES
10' WIDE CL&P EASEMENT + 307.5 °i 24' '--,j - 302.08
AND STREET TREE EASEMENT >�- 29.1 G GAS SERVICE
�O 309.712 G11yNEY r tr -i,t� - - 302.04 2,
ST. FOrj^,DA J,r' ✓r�Ql� St Q j'U ~a✓L �:��5_c $
•j,' a (9-zs_ Aqy SANITARY SEWER LATERAL
' .- r FO F0 077 G DRAIN UN>:
4' WIDE CONCRETE WALK � � �� �l.p,�. = �I 301.78� q,/$E
EXIST. '
BIT. CONC. �' ">� ra r ZI :, ' '+ pp5f. H UfiHT AND POLE
tA
DRIVEWAY ,.Q�pv, ?t 1 n " +�.r 31T-2•, 301.8 ' %-4 J^/I( L �ivStl✓1 , T�IlT . �Lo o �U� /-JtiaL cv
01 ., 1 at pQ GAS iGATE
309.7 31116 311.2 A, ' � ,'
'o- �` + -Jai------- - i 5$, 301.30 G,eG,�,�6 �oLSS �o 1,5 S-Ga1' w
` IMgI[X QA1P l'
SAN.AI/tjc'f ��/ HYDRANTTFJ10.18 9Yb 1
FL- 29a6 �S�9 �• q +�00 I '+ O I
L 301.5 u' N 41�6'19' If
TELEPHONE HAND HOLE
E cp�'Lc`� , -6�,0 V,' •JG �12, ,Gr -;d 6 if✓i� L✓�LL y y��
S3.71 R 7 NO CABLE ]V BOX
I �`sJON�� V3pg 2 - 3p 306.02 . J, tr 30S.1.66 �G.� J U/✓Q�Yi' o TRANS. 7RANSFORM£R AND PAD
�•12 nc AIR COND1770NING UNIT
R-250.00' C 307.8 _ _ _ _ 305.25 302.89
L-
D-26 47'43' •tip'(d.v o S ( r i..J t r `
SAN.MH,�'9 G�iYC>, 1-�.� rr.-� P Lr'r--�i S -•-� t'
- T -J29 7 0 3 870 WA 7ER MAIN _ U 7 6 I. C am`-�-j� tl j �- --A
BENCHMARK- D ^
CONTROL POINT#f006 1F 297.45
ON SAN. MH f9 FL- 289.31 /
ELEV.a 307.70 CB,/20
TF 299.3 /�dreEr Olyt-✓dS
FL- 294.65 �6r�,pT'u ,2z7-C--
(�
SANITARY SEWER LATERAL FL- 291.4t L d)d
SAN. SEWER LATERAL FROM HOUSE
TO MAIN LINE
80'- 67/ AT 120X
774/S SURVEY AND MAP HAS BEEN PREPARED /N ACCORDANCE WITH SECT70NS
20-300b-1 THROUGH 2O-30Ob-20 OF 77-IE REGULA77ONS OF CONNEC77CUT
STATE AGENCIES- MIN/MUM STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT' AS ENDORSED BY THE CONNEC77CUT ASSOCIAT70N
OF LAND SURVEYORS, INC.. 1T /S A LIMITED PROPERT"OUNOARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE
40 0 40 e0 tot p"OONIV, , '� � �ly"� TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
0 G .,Ecj, PREPARED FOR
• ' ►4`;, �••"�� SUBSTANTIALLY CORRECT AS NOTED HEREON.
7-25-01 ADDITIONAL AS-BUILT INFORMATION �. op
• _� ° KHV ASSOCIATES, LLC
z
IN FEET f0-3-00 AS-BUILT FOUNDATION t3 Cyt 3 ?0 IMPROVEMENT LOCATION SURVEY L.S. NO. 9344
344 ? e No. 9344
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 8-31-00 STAFF COMMENTS E = r� CIVIL EIVCJVEERS
APPROXIMATE AND ALL UTILITIES MAY NOT BE CENSea.•'�� �S. ��•�!cENSE°.•' WINDSO OONNECT)CUT
Fss�o�a�.�� ..,�N o-s a���.a CU TLER RIDGE Il
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-24-00 ADDED CONSTRUCTION ENTRANCE PAD DETAIL 810.,,...E LOT 20 - • PFT.
WILSON M. ALFORD,JR.,P.E.B 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 129 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT
4SCALE: 1 IN. - DATE: AUGUST 4, 2000
D:M9915620 P:M980DO FOLDER:MANNARINO FILE:MANNARINO-CUTLER 11
NOTES -
1. AREA OF LOT 20 = 32,960 SQ.FT. - 0.757 ACRES.
2. ZONE OF SUBJECT PARCEL IS RR". LOT IS W TVIN A SUBDIVISION DEVELOPED AS
AN "OPEN SPACE SUBDIVISION".
MINIMUM YARD REQUIREMENTS.-
FRONT = 50 FEET
SIDE - 10 FEET
REAR = 50 FEET
3. BOUNDARY INFORMATION TAKEN FROM PLANS EN77TLED -
'CUTLER RIDGE It OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS,
INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNEC77CUT, SHEET 11,12 & 13,
SCALE. 1 IN.=40 FT., DATE- OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES,
INC., CIVIL ENGINEERS, WINDSOR, CONNEC77CU7".
4. APPLICANT AND OWNER. MAP PREPARED BY
qj1 pJ� KHV ASSOCIATES, LLC ALFORD ASSOCIATES, INC.
cj 11 % KEN RUBENSTEIN 200 PIGEON HILL ROAD
p P.O. BOX 330 P.O. BOX 464
C,a 00 FARMINGTON, CONNEC77CUT 06034 WINDSOR, CONNEC77CUT 06095
+ 297.6 cam., I TEL. # (860) 676-1895 TEL. 1 (860) 688-7288
ti
•, CONTRACTOR.
RICHARD D280DZIC
�• 20 TEL j (860) 485-1187
Al, y0� 5. ELEVATIONS ARE BASED ON M.D.C. DATUM.
299.79 A(b .`V 6. NO ZONING WOLA77ONS W17H RESPECT TO LOCATION OF EXIS71NG FOUNDARON, AS SHOWN.
7. EXIS77NG HOUSE -
GARAGE FLOOR ELEV = 310.10
300.6 FINISHED FLOOR ELEV. = 311.79
+ 301.0 ` `� FD FL=299.5t WALKOUT BASEMENT ELEV = 303.3
+ /' oo b
_ BOTTOM OF FOOTING = 302.1t
6,� 8. LEGEND -
305.1
2, + o'Z � 9 �- 31 EXIS77NG CONTOUR
304.8+ ' O p
-k.' " x 310.0 EXISTING SPOT GRADE
` 1Q, 06, W WATER SERVICE
42.g• �� ` `22.4'xo 24.8" 301.1
AC 311.2 �, WALL •9
T,E,TV TELEPHONE, ELEC7RlC AND CABLE TV SERVICES
24' ,.3 302.08 G11
GAS SERVICE
5
10' WIDE CL&P EASEMENT + 307. / � � CHIMN v ' - ---- 302.04
AND STREET TREE EASEMENT O 309.712 Er it' '�.�t S SANITARY SEWER LATERAL
29.3'
307.2 EXIST. FOU7Vp 8 3.t' Fp-- F0077NG DRAIN LINE
a �9-26-00ATION
' SAH. LIGHT AND POLE
4' WIDE CONCRETE WALK nj ,` FQ FLo 3p2 Ot �' 301.79 m x EXIST. HOUSE
EXIST. GV
Q1, n� -�N
BIT. CONC. O�� N rs.7 �11,.2,� 301.8 a� GAS GATE
DRIVEWAY O z4' C N cv , �' w/ W.a P Cr-'A T�. I }
M
moo,\309.7+ 31 i'1E --- 301.30 ✓�
�•� \ `` ; -� l HYDRANT
SAN.MN18 \ "-) -- --91
�i
TF=310.18 `309 �� <o "' SOS' j , ' )+ o m TELEPHONE HAND HOLE
FL= 293.E C \A\���\ "O O� �. ` _�" ' 301.5 N 41 56'19" W N� CABLE IV BOX
53.71' TRANS. TRANSFORMER AND PAD
NF�STo TV 306.02 , j- T�/ 301.66 El AC AIR COND1770NING UNIT
F2� 307 j2 --- 30
305.25 302.89I -
R=250.00' 307.81 - - - - - - - - - -- --
L=116.92'
D=2647'43"
SAN.MH#9
7F=307.70 8"0 WATER MAIN
FL= 29J.03 SAN.M11110
BENCHMARK- D 7F=297.45
CON7ROL POINT 1f006 FL= 289.31
ON SAN. MH ,¢'9
ELEV= 307.70 CB#20
7F=299.3
FL= 294.65
SANITARY SEWER LATERAL FL= 291.41
SAN. SEWER LATERAL FROM HOUSE
TO MAIN LINE
80- 6'0 AT 12.OX
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE IMTH SECTIONS
20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT
STATE- AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 774E
STATE OF CONNECT7CUT" AS ENDORSED BY THE CONNECT7CUT ASSOCIA77ON
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCAT70N SURVEY.
GRAPHIC SCALE ff�,,��►,iiior��, iN��4o'• TO MY KNOWLEDGE AND BELIEF, THIS MAP IS
40 0 40 80 ����� pF a?HN ••.' 0•f F Nfi��.•• PREPARED FOR SUBSTANTIALLY CORRECT AS NOTED HEREON.
7-25-01 ADD177ONAL AS-BUILT INFORMATION '�4�g�Q' .1 M• ALFp�o7(y�* �Q�� �' FOpa; ••� KHV ASSOCIATES, LLC
``'� • ?3 �: : L.S. NO. 9344
( IN FEET ) fo-3-00 AS-BUILT FOUNDATION * 3 t * IMPROVEMENT LOCATION SURVEY 344 No. 9344 Z CIVIL EENGINEERSCENGINEERS"
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 8-31-0o STAFF COMMENTS A; ;'���'� �.20 yymp CVNNEG11ClJi
APPROXIMATE AND ALL UTILITIES MAY NOT BE ••��'o���ceNSE°••����.�` •••<q'��CENSE°•y��.� CUTLER RIDGE 11
•��i�SS�ONAL,���ffff •��•���� ,���►ffff WILSON M. ALFORD,JR.,P.E.&L.S.
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 8-24-00 ADDED CONS7RUCT70N EN7RANCE PAD DETAIL w�. u�f LOT 20 -
SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 129 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT
UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE191 ;= 4 FT. DATE: AUGUST 4, 2000
D:M9915620 P:M9S009 FOLDER:MANNARINO FILE:MANNARINO-CUTLER 11