HomeMy WebLinkAbout201 KEBALO LN LAR43E
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FILE
(l1A 1 V l.IUv�
South Wir+dsor
BUILDING DEPARTMENT
CIA Y 2002
SOUTH ENGINEERING FOR
EPA,
.yam:
TO THE BUILDa1C- DEFT. TOWIN Of SOUTH VVIN!)So., t_ '
This certified that this plan an n tr d specifications are u `
copies of the proposed building or alterations to b 3( .(
erected at
Strew
r
together with amendments stated in application ano - -
filed with plan Sod I ir.r_„ to c^mply with all zoning.
Building and state (m, aa._i a:,cr, orders as shall be - -
issued by the Euildi:i._ '.-partmeni during pendency
of tills application and irnal issuance of a building
permit.
Signed
,his plan is ap f roved e.4h:L—t lu the eond!tion that
orders and urdin.,nces reg,.Jating LiEding shall be
con,plied v.,th.
Conditiondily Approved These filed with
Building Inspector Clerk
pot* No. t
N00 n89QC1
EASEMENT IN FAVOR OF
THE KEBALOS AS PER VO. 1015
PG.102 OF THE SOUTH WINDSOR
LAND RECORDS.
v�
bD
�cS,
UPSTREAM STORM DRAINAGE DOWN STORM AM �V. N/F
STORM
STRUCTURE PIPE INFORMATION STRUCTURE
" CB 2 N/f' JENNIFER E. TELLA REDF/ELD OPEN SPACE
CB #1 108 LF N 15 ADS ®-6.28% 4.42% # �Q +
CB 3 20 LF N 15" ADS ®-1.93{r- 1.95% CB #2 N/F r1l P�� �� 1/IIVCENT & CHRISTINE R.
# �' N/F \ROBERT K. & LORI S. ACE 0 DILEONE
CB #z 115 LF N 15" ADS ®-•e.-s��-o.s6% CB #4 � REDFIELD OPEN SPA
CB #5 20 LF N 15" ADS es€- 1.9% CB #4 O--ANNE PIAZZA WILSON 5' PG`�
a EX M.S.
125 LF 15" ADS ® 2.30% CB `, V N/F �5 ' / STRUCTURE BASIN OUTLET E-650158.44
CB , y
CB 7 65 LF 15" ADS ®-G.5%- 1.12% CB 18 �� OPT DEBRA M. JA W ,� _ - - - - -
CB 98 LF ^� 18" ADS 0 0.6%- 1.81% CB 1 -- _
�...��...�-T--
122 LF N 18" ADS ®-8.4%- 1.09% CB 17 -- --"" ""' _ _ - - - - - - - - ' - _ /
CB � s 18.2s's7" w -.--- ���10' R.Y. , � � lz 71'Easr
� OF U.S
CB 9 112 LF N 18" ADS ®-�8%-1.42% CB 13 --- "' - N --�- SMH 1 S , 1
CB #10 22 LF N 15" ADS 0.95% CB #11
_ f
CB #11 90 LF N 15" ADS ®-ram- 1.38% CB #9 1p0 - - - - -
� _-_-- + 1
CB 13 90 LF N 24" ADS 0 4--&S b- 4.447 OUT r �03 43 25' BUFFER /, \
+ Yar Droin qs
CB 16 65 LF N 15" ADS 0 0% 1.36% CB 13 ► z o2.s7
c o I
ye` , y„' ens ` 1 Dry well
80 LF 15' ADS ®-kr5 \ +( /
CB 18 ,., 0.92% CB �,1" Dr Well s 1 •$1^ _ ._.� ^ ' �\ Y� g.,• �A �e Yw� aRDO,r�Fq� \ � T���'
'i ' t
CB #17 128 LF 18" ADS 1.58% CB #9
REAR YARD t' ,�Tr=102.07 0 °' 4 b \ °a� , / S0W.1o4.43 'a� Oi�R / ,�' , • • • // f
/
, � �o ,� 'ex � •��yo e• o
I1 o • � FF CAR. qg, ` , , / ��N \\� � � � ,
I/ II G.F` r� 0 �c� pry�98.t{ �j 1 �j , 0 ��• 1 J,C\�• / / 1\/ / i ' /
;� o'o �s 'O S •C3� , 0 ?• I aj / I ! '11 '
(� u 1 IOrJ...wr. r�� o d .� t `Ad. •s. \ I / l / i i It,
It 40yh104.4e (_ p00\
Ap _ - \Y
a 11 143 04 `S s r io3ws °� I I Fq�O 1 \ / 1
Nrp` DRY WELLAI
1PRI`P p4DNG
STORM DRAINAGE STRUCTURE SCHEDULE ¢ I, =100.2
T.F. INV. �� 11 `' 1 .26 1 ,� .% 20 C , I ,' /
CB TYPE I r
1 C t69.9 -109.95 -1$6:8-105.44 (out),105.44 (4" in),105.88 (4" W) It
e a eej• \�f`P =1.a 1 o� ' ,yK e 'a�yA
2 C -1B8.2-108.16 109.39100.66{in),100.61(out), 104.77 (4" in) ^` ,I� 1 ? s.0� s Sy f� %a,o -
100.66(W) (_
» \ 11� ` 299 eSti �p \ N\��2 F(.p 102' \� uiMY,1 -�-� "'_""-..."_,rr_�.r."'•�"_',J\} �/' 1 \ \ p0\- O
3 SMH 4
C -166.2 108.13 100.5-101.05,101.05 (4 )
4 C ie6.6-106.71 99.39 99.61(in)97.01(out N),98.99(W), 11 aJl \� G 1
i v' ..., .r """ ..... i,. +., .... .... ,'i t \ . \S1�?g gk p4vN0E 4 ` Qw
98.9 W),99.86 (4") rl _ t 1
5 C -196 fi-106.70 -99 59 99.37{out),99.47 (4") FRONT YARD _____ ` '�\ - k �0` / ' / ! cg 11 ! SMN 3 S // ,\
6 C -1 e5.2-104.82 40- " \ v �-..-
" 94.12, 94.02 W (in)
7 C '^�102.50 "95.59 (out), 98.65, 96.1 (in) II $ / , ` \\ t l
4$4 Q5- 0 .73 92.18 in 92.18 out " \ •1= ,' ce 1s \t c�3 14 /`
C 1 2 / , „ / EX. i
9 C 98.00 96.29 _ ' 11 Q
88:61 (out), 88:62, 8.59 It „y +, / 195.71'EAS
nn n /(ou l�8. ' 11 '
10 C 4w.5-100.46 90.27 (out) II / l� +1 of M.
/
Lk
11 C 469:5-100.24 -89.85-90.06 (In), 89.94 (out) - I� / cg 9 11 /
13 C 92.2- 92.61 " " » /
87.05 (out), 87.06, 87.05 (in)
j V
16 C -99- 91.33 87.95 (out) �.. �- �" ""
-M- --�� WHEELER ROAD ', A. J._ J'� ryo. LU
W
17 C 99.t9 99.30 .,�9 90.62 (out), 90.84 (in) 11 -
18 C i 85' 105.04 95A5- 94.86 (in), 94.86 (out) - _ _ _ _ _ _ _ - - - _ _ _ '+ 1 0 - ca
,>
19 C MATCH MATCH
EXIST. EXIST. v T
IY
iCe
40' FRONT YARD 07.Y _ CB 17 /
` _ ... to $
4 1 h ?° _ m q - " S"`C1 J O
I \
�. mv.lot.3?
w MH 9 �..... '.'
29.0> O N 99.59 a
106.7 M�N�
2.
I A• ��1. / INV�98.9 BR �\0A �O\ SoR II
' 0
=� G�NSF N F v�\A �\N
} I8V.100.9 ,9 J �, INV.99.0 )).
ov
V i 1oo.9 9' fOV/++
AIM 5
NOTES: 0 '
1. SRD AREA: (1)= 408,817 sq. ft. (9.39 ac) _
40' REAR YARD
2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. �p 25' BUFFER
3. PARCEL OWNERSHIP: N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND N 10' R.Y. 225._
ADRIAN S. KEBALO.
00'
4. COORDINATES BASED ON C.G.S. DATUM.
5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G.S. DATUM. EX. l.P.
N 356160.76738 '
6. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS-BUILT PLAN ' E 6504J2.2i153
"SMITH STREET-WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY
THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91.
7. UTILITY LOCATIONS AND INVERT ELEVATIONS TAKEN FROM AN INSPECTION N/F N/F
REPORT PROVIDED BY THE CONTRACTOR.
8. ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN VERIFIED IN THE FIELD AS TO MARGARET R. FRENCH CATHOLIC CEMETERIES ASSOCIATION
LOCATION, ELEVATION AND COMPLETENESS.
OF THE ARCHDIOCESE OF HAR TiFORD, INC.
9. PARCEL ZONED SRD.
10. THE PURPOSE OF THIS MAP IS TO DEPICT THE "AS-BUILT" CONDITION
RELATING TO BUILDING #100 AND #700 AND FOR THAT PURPOSE ONLY.
SANITARY SEWER STRUCTURE SCHEDULE UPSTREAM � ����� DOWNSTREAM
������� ,l
11. THIS PROPERTY IS SUBJECT TO UTILITY EASEMENTS THAT ARE NOT DEPICTED SEWER SEWER�' E SEWER
FOR THE PURPOSE OF CLARITY. SMH T.F. INV. STRUCTURE PIPE INFORMATION STRUCTURE
MAP REFERENCES: SMH #7 250 LF N 8" PVC 0-4-94% 1.01% SMH #6
1. PLOT PLAN PREPARED FOR WHEELER ESTATES SUBDIVISION & WHEELER 1 '90.7 90.82 $2.-7183.06 SMH #6 135 LF N 8" PVC ® 4:44%-- 1.45% SMH #5
2 139,8-91.14 44-.I684.55 SMH #4
ESTATES RESIDENCE DEVELOPMENT - WHEELER ROAD & SMITH STREET SOUTH 3 94.5 93.31 $5:•9-85.39 SMH #5 300 LF N 8" PVC ®-1$�%- 1.89%
WINDSOR, CT BY DESIGN PROFESSIONALS INC DATE: 6/9/00 REV TO 7/15/01 SMH #9 244 LF N 8" PVC ®z'z$r%-- 2•30% SMH #8
PAGE 3/8, SCALE 1"=40'. 4 96.5-96.47 -9B.15 0.53
5 103.15103.01 96.05 96.22 SMH #8 162 LF N 8" PVC 0 SMH #4
6 106.0106.64 -9$:8- 98.19 SMH #4 120 LF N 8" PVC 0 4.39%- 4.28% SMH #3
7 j j E).8 110.58 -}E39:6 100.72
8 100.2-99.83 -93r9- 93.97 SMH #3 65 LF 8" PVC ®4T3G%- 1.29% SMH #2
9 108.2 107.62 it"99.5 SMH #2 85 LF - 8" PVC 1.75% SMH #1
tx 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860 291 8755 IMPROVEMENT LOCATION MAP RESURVEY PREPARED FOR SHEET
it it OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN � �S� � n
pp LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ® ■ R C�On l.=,1 tuv�L� 1�
INFORMATION. ALL EXISTING UTILITIES SHOULD AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.00 IN FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 5/9/02 ADDED DECK & ROOF LEADERS DMc 40 0 20 40 6oWHEELER ESTATES SENIOR RESIDENCE DEVELOPMENT
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 5/1/02 AS-BUILT BLDG. #2 RLH pesign
of essionals inc.
BY A LICENSED LAND SURVEYOR PRIOR TO AS-BUILT BLOC. #7 RLH/RJN TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. IN FEET ) � DESIGN:GBS ORA!'YN.•DG/RH CHECKED.• RPM
eelle>p ]I8®a�l Su�ai>rIln street
CONSTRUCTION. 2 1/9/02
1 inch = 40 ft. Civil Eng eer! Planners Surveyors CIS JOB NO.: 595 DATE.' 6/9/00
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 11-16-01 INCLUDE STORM/SANITARY AS-BUILT MHA/RJN 12882 soum wM80p., CoNmancin
IMPRESSION SEAL AND ORIGINAL SIGNATURE RICHARD LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWING NO.: JOBS 595 595-RLDGIAB.DWG
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY