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UPSTREAM NAGS DOWNSTREAM (STORM STORM DR.AI STORMN/> 'MATION STRUCTURE `STRUCTURE PIPE INFOR JENNIFER E. TELLANN�FREDFIELD OPEN SPACECB #1 108 LF � 15" ADS ®� 4.42% CB #2 P \ T I
CB #3 20 LF ti 15" ADS ® 1.0% 1.95% CB #2 NI C S•I I �t P� / Lf7r%I ��, ,-
�� LOR� � � 1/INCENT &' cP��o� . .e
CB #2 115 LF ^ 15" ADS ®�7 0.86% CB #4 N/F r K• REDFIELD OPEN SPACE
CB 4 'C O-ANNE PIAZZA R pBER ON �. �'� D/LEONE pox"�R �RP� N 356227 .
CB #5 20 LF 15" ADS ®-i-6'Xc 1.97. #
�/ N/F L �`' �P "�� 1 STRUCTURE £-65015B.44
CB 4 125 LF ti 15' ADS 0 1.5%- 2.30%' CB ,• `Q•
CB---7 65 LF 15" ADS ® 0.5% 1.12% CB 18 OPT DEBKA M. ✓H V1 1 � � --
CB 6 98 LF 18" ADS ® 0.6% 1.81% CB L --
CB 8 122 LF - 18" ADS ® $�F- 1.09% CB 17 __ _ - - - - - - - -- - - - - - - Fx xl' ry
12.71'£AST x
S 182337" w
CB 9 112 LF - 18" ADS 0 1 60% 1.42% CB 13 _^ •- 10' R.Y. - - - r - of MS
CB 10 22 LF - 15" ADS 0 9.5 b- 0.95 Va fit
- - ry -
CB 11 90 LF 15" ADS ® 1:33 - 1.387 CB 9
CB 13 90 LF 24" ADS ®�5-SW 4.44% OUT -104- x 103.43 25' BUFFER \ l
Yor Ora
in
CB 16 65 LF - 15" ADS 0 1.0%- 1.36% CB 13 ' rF-1o2.s� J, '
an I c s' enc -- 0-97% f R off, t tt / +
.. ....-.. .....,.. I Dry Weii
CB #17 128 LF 18" ADS �1 1.58% CB #9 REAR YARD �1 ITF-i0207 °�✓cA I^ I
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t' 1 10 04 �� -,�.",4w ARFF ,93
STORM DRAINAGE STRUCTURE SCHEDULE } I" w �, ,4 rm Dry Well
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CB TYPE T F INV. a .26
N
1 C 169.9 109-95 -}06-0-105.44 (out),105.44 (4" in),105.88 (4" W)
2 C 4%-2-108.16 4$A39100.66(in),100.61(out), 104.77 (4" in) �I r t / f
100.66(W) "o �9 i °p SMH 4 // ' `�..
3 C 108z-108.13 100=5-101.05,101.05 (4") \ it 9 ,y �`� / ''
4 C }6G.fi 106.71 -9$-39 99.61(in),97.01(out N),98.99(W), 4 ��� l
Vt ` e ` "' ..' `• ""' �. �,.. ...., /'i tI \ \NV'j9 PLvt•1C ` Q�
98.9(W),99.86 (4") " ' ~
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THY
5 C i86-6 106.70 '94$9 99.37(out),99.47 (4") I n` `f [ _ t' rp 11-
6 C -195-2`�-104.82 94 56- }8-�tt# 93.96(out), T YARD J - _ u i SM` '
-t�=�n 94.12,94.02 W (in), Gg \ !
1 .50 95r� 95.59 out), 98.65, 96.1 (in) " oP /
7 C �92.8 02 ��� ( 6' ` r /
8 C i64.65102.73 -93 8944 GG44-")92.18 (in), 92.18 (out) " ` i
q ' CB t8
88.80 (4t I _ e`'' �/ S r 195 71'£A
RR It it
R1 fr.,:+luj, RR R2 RR 5Q / % I ,/- „ / a tt '0 1
10 C 48f�:5-100-46 98 9-�4`a' -�4"-} 90.27 (out)
11 C 499-5100.24 90.06 (in), 89.94 (out) it 9 " / _ '
ce n Ltl O
13 C 922.2 92.61 -$7. "
n J t' ,
87.05 (out), 87.06, 87.05 (in) / " f
a3�
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,_ 00 WHEELER ROAn ! ' �t I, I
16 C 91.0 91.33 $$:56 8$ (#"} 87.95 (out) _ - - - - - -'41- '�'n-1 ---_. . ;...It
17 C 99 99.30 _9 8 -88 g0.62 (out), 90.84 (in) ,6 I a o' w v
18 C i$5-�105 04 -9 94.86 (in), 94.86 (out) _ _ _ _ - - - - - - - _ ; - ��' " ! v0
19 C MATCH MATCH - _ CR a - = _ _ _ " O
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EXIST EXIST _ / ' 701 = ' `' \�
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40' FRONTYARD _ / \J
- '�CB 17
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NOTES-
1. / f
1 = 4 17 s . ft. 9.39 ac 40• REAR YARD } a
SRD AREA: ( ) 08,8 q ( )
T IS DEPICTED HEREON. I r
2. ALL. MONUMENTATION FOUND OR SE I � 25' BUFFER
3. PARCEL OWNERSHIP: N/F PAUL KEBALO, HELEN KEBALO, WALTER KEBALO AND - _ L
ADRIAN S. KEBALO. 10' R.Y. 225.00'
4. COORDINATES BASED ON C.G.S. DATUM.
5. TOPOGRAPHY IS FIELD VERIFIED AND BASED ON C.G-S. DATUM. IV-- --' - Ex. ...P
T THE "TOWN OF SOUTH N 65174J2.275J /` a
6. ALL CONSTRUCTION OF UTILITIES IS TO CONFORM 0 E 0
WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS". E
7. EXISTING SANITARY SEWER LATERAL INFORMATION TAKEN FROM AS-BUILT PLAN
"SMITH STREET-WHEELER ROAD SANITARY SEWER IMPROVEMENTS", PREPARED BY F `Y/� hr
THE TOWN OF MANCHESTER DEPARTMENT OF PUBLIC WORKS, REVISED TO 12/3/91. �/
8 UTILITY LOCATIONS AND INVERT ELEVATIONS TAKEN FROM AN INSPECTION MA RGARET R. FRENCH �• c cc /� R �/
REPORT PROVIDED BY THE CONTRACTOR. CATHOLIC C�MC r�IQ��J A`�`�Ot�IA /lO/Y
N VERIFIED IN THE FIELD AS TO OF THE ARCHDIOCESE OF HARTFORD, INC.
9. ALL ITEMS DEPICTED ON THIS PLAN HAVE BEEN E ED
LOCATION, ELEVATION AND COMPLETENESS.
10. PARCEL ZONED SRO.
SANITARY SEWER STRUCTURE SCHEDULE UPSTREAM SANITARY
RY S1,WER DOWNSTREAM �t
11. THE PURPOSE OF THIS MAP IS TO DEPICT THE "AS-BUILT" CONDITION l�l 1� Y SEWER r
SEWER A
RELATING TO BUILDING #100 AND FOR THAT PURPOSE ONLY. SMH T.F. INV STRUCTURE PIPE INFORMATION
STRUCTURE
12- THIS PROPERTY iS SUBJECT TO UTILITY EASEMENTS THAT ARE NOT SHOWN SMH #7 250 LF 8" PVC ® 1.()4/o 1,01% SMH #6
FOR THE PURPOSE OF CLARITY.
1 90.7 90.82 82:7183.06 SMH #6 135 LF 8" PVC ® 1.44% 1.45% SMH #5
2 gg-$-91.14 $44.}.684.55
MAP REFERENCES: 3 90.8-91.14 $5. 4.39 SMH #5 300 LF 8" PVC ®-�-�� 1.89% SMH #4
1. PLOT PLAN PREPARED FOR WHEELER ESTATES SUBDIVISION & WHEELER 2.30% SMH 8
ESTATES RESIDENCE DEVELOPMENT - WHEELER ROAD do SMITH STREET SOUTH 4 96.5-96.47 90AS 0.53 SMH #9 244 LF 8" PVC _ # w
f ?
WINDSOR, CT BY DESIGN PROFESSIONALS INC DATE: 6/9/00 REV TO 7/15/01 5 103A6103.01 96.05 96.22 SMH #8 162 LF - 8" PVC ®-2.-3+%-- 2.12% SMH #4
PAGE 3/8 SCALE 1"=40'. 6 166.8-106.64 98.8 98.19 SMH #4 120 LF 8" PVC 0 4.39% 4.28% SMH #3 {
7 110.8 110.58 100.6 100.72
8 t@6:2 `J9.83 93.9 93.97 SMH #3 65 LF 8" PVC ®4--30Z- 1.29% SMH J2 '
g 108.2 t07.62 100.0 99.59 SMH #2 85 LF 8" PVC ®�:6"P 1.75% SMH #1
860 291 8755 PROPERTY SURVEY
RESURVEY PREPARED FOR - SHEET
1, UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 24- 3OOb-20
�o LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS 1N � s
�o INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE Of GONNLGIICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION Of LAND SURVEYORS, INC. GRAPHIC SCALE esi MC OM`�=� ���"_""'�� tV1YEELER ESTATES SEIVIDR RESIDENCE DEVELOPMENT 1 y
0 o BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T--2 40 0 _ 20 40 _ 80 g 1
R.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD r fionais Inc. `.
BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BE K EDGE AND BELIEF, MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ O �� DES/GN'CiBS ORAwiu OG�RN CHECKED.' RPM
i IN rr > & Wheeler ]f�®sd Smith Street
CONSTRUCTION. 1 inch = 40 ft.
1 1t-18-Ot INCLUDE STORM/SANITARY AS-BUILT MHA/RJN 12882 I Civil Engineers Planners Surveyors ' CIS ✓� No.: 595 DATE 619100
�f!
3. THIS PLAN IS INVALID UNLESS IT BEARS THE SOUTH VIENM Z CONI EMCUT 5r ,
IMPRESSION SEAL AND ORIGINAL SIGNATURE RICNARD P. MARTEL UC. No. 16`> a.:ut s�.ei;,'e r�cd r w,ndiJ con,Tecticut 06074 ORAiNNG NO.: JOBS 595 595-BLOGIAB.DWG
OF THE PROFESSIONAL ENGINEER/SURVEYOR, NO. DATE DESCRIPTION B Y
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