HomeMy WebLinkAbout90-23P Plan Fairway Estates Subdivision •u
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ANDOVER EQUITIES, INC. / LETTERS' OF APPROVAL � N
L. Piano -2- 22 June 1990
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7540 SULIIVAN;AVENUE SDUTH W NDSaR,caNN.060741510 SULItYAN AVENUE 50U7H WtNQSOR,CONN.06074 � .r✓L I[jRR
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'yoso.c�Ne AREA CODE 203/644.2521 +ems,poet AREA CODE 8. . All plans used In the field by the developer must bear the �.
f i stamp and authorized signature of the Town of South
i PODUNK RIVE _- Windsor.
22 June 1990
May
1 .
Y 23 r 1990 9. No building permits will be issued until all modifications DA-
have been complied with and the final plans have been p w
�P r P P
Mr. Lawrence A. Piano - filed in the Town Clerk's Offies.
Robert C. Zsner 11 Woodland Street Y F
16. Only one.curb cut is allowed and driveway must have a
7l ,Woodland Street P,:D• sox �5l Y Y .` .
i
Manchester, CT 06040 Manchester, CT 06040 turnaround driveway. it a`future roadway,is ever R N/F constructed adjacent to this lot, the driveway roust he aq �
cr
f v PLEASANT VALLEY HOMES relocated to be served by the new road.
yQ Dear Mr. Inner. Dear Mr. Pianoc r�t4o s f
k S 523 Cl t i F 23#90 i li A tre Re: Application - P - al-way Estates, Clark m Rf rro
' _ et Appl. #90-23P, Fairway Estates Subdivision
^r �. R/W ` Black and white transparent.mylars of Sheet #1 with the above rkV`�. /•y r oR
At the May 21, 1990 meeting, the Inland Wetlands Agency/Conservation. Ws are pleased.to advise that the Planning'end Zoning Commission. modifications ' together with three blueprint copies of the entire yeti '
-.� Commission approved with modifications Application #90-23P -- IWA/CC voted on June 19, 1990 to approve the above-referenced set of plans, must be submitted to this Commission within 30 days o q
permit for the subdivision of 1 lot on property located on the application for a 1-lot subdivision in accordance with Drawing to be stamped and signed. The letters of approval of this
westerlyside of Clark Street RR zone as shown on plans go. & 2, dated March 22, 1990 revised 4/18/90 prepared b commission, as well as the Inland Wetlands Agency/Conservation
, p prepared by ( } P P Y � R x
Leonard J. Norton, P.E. and Patrick A. Toscana, L.S. dated March 22, Leonard Norton and-Patrick Toscana, and with the following Commission, must be reproduced on the mylars.
1990 and revised Aril 18, 1990. m6difications: R R
P After the mylars have been signed by.the Commission, they will be � h
1). This approval is for 1 lot. returned to-you for filing in the"Office,of the Town Clerk within 4jfy''
�{ N/F 1. Two blueprint copies of the entire set of plans and this I 90 days of the date of approval, After filing these plans, a
JEROME ASSOCIATES INC, letter reproduced thereon must be submitted to this 2,. Drainage for this subdivision is subject to the a co of the receipt must be submitted to the Planning Department.
a
� P r g � approval of PY P 9 P
Commission to be stamped and signed. This must be the Town Engineer. c51,
completed within 65 days of approval and prior to any
construction activity on the site. 3 If, for any reason, finished grading and other site work is very truly yours,
------. not completed, the Town Engineer shall determine the amount LOCATION t MAP
of a cash bond to ensure final grading and site work. This PLANNING AND ZONING COMMISSION ;
2. Construction activities shall be subject to the approval of cash bond must be submitted prior to issuance of a +Xis,
t�D/the Town Engineer. Certificate of Occupancy.3. The application shall indemnify and hold harmless the Town 4. A drainage assessment fee in the amount of $50 shall be C. Evans SCALE: = ,600'
\ of South Windsor against any liability which might result submitted to this Commission. Chal—n
from the proposed .operation or use. 5• Water shall be supplied to this lot by existing well.
eel Inland Wetlands Agency/Conservation Commission
4. The permit is valid for one year and shall on expire May 6 This application is subject to the conditions of approval- M. Banach, Planning Director
21 1991. p Y of the Inland Wetlands Agency/Conservation Commission. J. Collins, Chief Building Official
\ J. razzetta, Town Engineer
7 Prior to commencement of any site work, a meeting must be P. Shaw, Supt. of Pollution Control
N/F ` 5. All approvals required must be obtained and submitted prior held with Town Staff. E. Belleville, .Assessor
---�
to any activity on the site. W. Lanning, Fire Marshal
Registrar of Voters
`�"-- FAIRWAY ESTATES Contact person _
6. A contact person shall be identified directly on the plans. PZC Pile
\
PARCEL A t��..,�t�a�:,�"y�• 7. The subdivision is to be known as Lot #1 and the remaining
QC) p• \ 47 + acres is to become Parcel A.
4 PLUM
\ \ 6ULLElrBROOK very truly yams,
\ El eth A. Warren, vice Chairperson, IWA/CC
OPEN SPACE \
EAW/pmm
4 \
/ mkt \ \ •
4 N/F cc: Jerry C. Iazzetta, Town Engineer
WALDRON Marcia A. Banach, Director of Planning
John R. Collins, Chief Building Official
(/�•/ V \ Planning & Zoning Commission
ql
k
try \ PLAN PREPARED FOR
R/W
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"•�ti3:A7r.t ���� ',.:-.,is
Q' Kct.. y f FINAL
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Y
SOUTH n. E t
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t-. . D TURE
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N/F x�
LEON S SOPHIE / s.
SZYMCZYK / \
N/F � I
/ DONALD T. HOOD 7
NIF \ f} ;'•'
/ (P KELLEY
,A,,(�
N/F
RICHARD D. S
IRENE M.-BURGER
N/F
R.S.K. KELLCO, INC.
/
N/F /
MERLE L. 6
AUDREY C. DINSE
LEGEND
KEY
�--- DIRECTION OF OVERLAND WATER FLOW A
SCALE 1" = 200� 523 Clark Street
a-- DIRECTION OF SEWER FLOW 1 let subdivision 523 CLARK STREET
"NOTES"
I. Total area of parcel is 47.40 acres, 2,064,684 square feet. SOUTH
WINDSOR , CONNECTICUT
2. Total number of proposed house lots is 1,
i Area = 1.15 AC. , 50,026 SF.
INDE/♦�( OF DRAWINGS
#AWiNGs 3. Total. Area'of Wetlands = 13.5+ AC. Area of wetlands
associated with 1 lot proposal = .04+ AC.
4. Parcel is zoned Rural Residential (R.R. } OWNER / FAIRWAY ESTATES
SHEET # DESCRIPTION p VELpPER 1 2a OXFO
RD ORD DRIVE
COVER SHEET 5. Zoning Table
1 KEY MAP PLOT PLAN Width 175' APPCANT : SOUTH. WINDSOR, CONN.
LI
_ Depth 200' ' .
2 TOPOGRAPHIC & Area 40,000 S.F.
Front yard setback 50, I
CO'NSER-VATION PLAN, NOTES Rear yard setback 50' '
Side yard setback 20'
SOUTH ENGINEER- LEONARD J. NORTON, P. E. WINDSOR PLANNING Ot
ta
Lot coverage 10�
.. 6. Iran pins are to be set at all lot corners. �• •.�.-
7. Monuments are to be set at points of curvature on Clark 15 BARBER HILL R OA D
Street. p BROAD .BR.00K, CONN
8. Horizontal and vertical control based on MDC Datum.
9. Lot 1 contains Inland Wetlands. Any alteration requires
approval per South Windsor Inland wetland and Watercourses Regulations,and C.G.S. Sections 22A-36 through 22A-45. SURVEYOR: 'PAT R IC K TO S C A N O, L.S.
10. Inland Wetland boundaries were, field located by Northeast
soils, Inc. on December 3, '10, -11, 1986. UTHEAST ROAD
- `21.2. S�O , -�
r 11. Impervious areas include less than 1% of total site and 7% of
the proposed house-lot. E W H A R T FO R D, CONN. Y
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_ - � . _ _ 41�iai 1tx i�13 fit.. }rr,'� .l1 idC+�•,i�f
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NOTES:
P
° vRR � -
NE DATA IS FROM MAP ENTITLED ANTHONY — '�
1. ) PROOERTY LINE R R
'
KUPCHUNOS PROPERTY, CLARK STREET, SOUTH WINDSOR, CONN. , RR
,s Adri'71 Po d / q
BOUNDARY SURVEY, SCALE: 1/1=100' , DATEa6/18/85, MEEHAN I
G r ASSOCIATES. ;
2. ) REFERENCE HAS BEEN MADE TO THE METROPOLITAN DISTRICT
f GEODETIC AND TOPOGRAPHICAL SURVEY AND TOWN OF SOUTH 1
WINDSOR ZONE MAP & ASSESSORS MAP. R
78 -3
RR
87 -3
a• � r
s LOCATION MAP
f 79 2 SCALE: 1•=1,600'
87 -22
MAP REFERENCE:
/ PARCEL AANTHONY KUPCHUNOS PROPERTY, CLARK STREET .SOUTH
r �G WINDSOR, CONN." BOUNDARY SURVEY, SCALE: 1"=100.' ,
>. c4
6/18/85, SHEET 1 OF 1, BY MEEHAN ASSOCIATES.
7 7 *� 1
68 - 35 /
` / 109,09 .9.
�w 68 -3/1 2n S.
/ 0O, ~y& `
68 - 33 / �Y.
7 7 -Ca 9 3
p
(0
,3 8 - 15 s4l 4
77-23 I 77 -5
N/F C; N/F
H OTER LAND t�
77 -24 crow OTHER LAND
, `
I \ 77— 4 4 — OF FAIRWAY ESTATES
� OF FAIRWAY ESTATES
65-25 68- 2:� / `
�7 - 7 PARCEL A' 1 L0r �\ PARCEL A
613 17 i ` � w N 5� 7
77--23 — �026
77- r 0 .� LEGEND
- J
`�r_f � PROP. MONUMENT
{ � 77- 10
G t3--2 6 -- � � . EXIST. MONUMENT
• O PROP. IRON PIN
® EXIST. IRON PIN
77- 17
77- 12
Ir77 113 NOTE: "FUTURE UT LITY EASEMENT" IS TO BE RETAINED BY THE . 92 to
DEVELOPER FROM ANY FUTURE OWNER OF LOT 1 AS SHOWN. THE 44 '
PURPOSE OF THE FUTURE UTILITY EASEMENT IS TO PROVIDE FOR N
SEWER ACCESS TO THE REMAINING LAND OF THIS SUBDIVISION, IN 0 40 0 20 40
THE EVENT OF A FUTURE RESUBDIVISION. AT SUCH TIME OF �/
RESUBDIVISIQN THE EASEMENT SHALL BE IN FAVOR OF THE TOWN OF w� 98 SCALE INSOUTH WINDSOR. 78.79 12Op -6; 9 7 G I - FEET
' �'� r1
,., 73.10
` S 44'-48'-54" W S 420-IQ'-53" W L �9.Ro
_ _ p2• w
Property Owners Within.500 [:elix, RachaI ino Sally Isrive as,••�: ! _ 2g of Fairway £states Suhdiy stun r • 14+
' Baker, Glenn w b .laquclinc A. 140 Stanley Itriw: r,s! 1 5 590
Address At '
lame -
Griffin, Allen J. & llancy I.. 13n Stanley Drive• .,a-? CLA^ STREET
48�
Ihcrger, Richard i). L -Irene 550 Clark Street 78-4
Fairway Estates �.'.3 Clark Street 7A-1 F.Spor.i::, Unnalcl & iiarbra 11' :aar.l y ltriv. I••�' &6- ,
Kelley, Rrucn S. 6I7 Clark Street 7R-7 Creco, Michael b Therc-na :,It :;tonl.-y L iv.- 60-ti
SCAL.E:1 -40'
Aubrey, frank & Violet %st :;t.:ril.•y V:the 68 =A
taaldron, Sherwood C. s4,1 Clark Street 78-3
pr::••
Coulombe, Richard J. & 14aria P. :79 C1ark,Strcct 77-4 Michaud, Luc & Rita 70 :;tan!".", 60-Z7
mowel, .Joseph & Galin., 71 sally Drive 68-3z
Cavar, Joseph A. & Fancy 489 Clark StYcet,. 77-5
Rood, Donald T. Soo Clark Street- 77-6 EturRe Steven & Ann Marl- 9 ::ally ler :e
: 68 33
Rta: .vy, Marl: & Carolyn Ib :ic:or Lns:r 6H-3y POINT NORTHING EASTING
.,:ymc:•ryk, Leon & Sophie ,90 Clark;Street: 77-7
Gingell, Joyce b Anderle, .loan ?,4 Victor lane 6e-35'
I :.ula, Stanley b sally K. 180 Clark Street 77-9 . 6296
Jacques, Jean Marc 440 South'Street 77-10 Raymond, Donald & Julie 131 Stanley )rive: b$ Z$ 92 170468 197159.4070
93 170530. 8553 .196974. 2910
Paige, James b Gwendolyn 30 Victor I;ne 68i"36 97 170418. 5103 197179. 944
Town of South Windsor 1540 Sullivan Ave. 79-12
Dinse, Merle L. & Audrey C. 610 Clark Street 87-23 Botteron, Eugene & Patricia 34 Victor Iane G8-37 98
170445. 3320 197179. 9782
Rose, Robert & Sandra 437 C1arY. Street 77-13 ' 126 170364 - 3451 197130- 8626
Waldron, Stanley & viola 859 Clark Street 87-22
Knapp, Michael & Sharon 5 Stanley Street 77-14
R.S.K. Kellco, Inc. 1750.Ellington Road 87-3
Prattson, Frank &•Sara 15 Stanley Drive 77-15
Clark Realty, Inc, 658 Ellington-Road 77-3
Roy, Jacques & Helene 25 Stanley Drive 77-16
Andover Equities, Inc. 22•-D Andover Drive, WH 59-47 DEVELOPER.-
� n 3 n OXFORD DRIVE , n -lf-l�Bryewood Condos-88 units Twin Cir_ai6' Drive. 69-26 Grodin, Geatan & Ghislaine 28 Stanley Drive 77-17 D E E L O R Er R. FAIRWAY ESTATES, 20 O X FORD SO U 1 I•-'I �vV I N D ID R
Santos, Antonio & Isaura 22 Stanley Drive 77-18
Mill River Meadows Assoc., Inc. 1255 Ellington Road 69-1
Tavares, Carlos & Maria SA Stanley Drive 77-19 DATE REVISIONS L (=!_�1fAf [� J 'vORT01'�. ' r t Al R1Ii_,�. �l i i ) �( ;•i{:}
Jerome.Associates, IKnc. E2lington�itead'i 69-28
Rinaldo, Mark & Doreen 8 Stanley Drive 77-20 4/18/90 PER TOWN STAFF 3:> r3 A R R F R H i. E�(�q D 5 E,:1 L� T R J
Landry, Maurice & Rachel 76 Sally Drive 66-15
Burns, Robert A. & Joann 83 Sally Drive 68-16 Cyr, Patrick & Tina 59 Stanley Drive 77-21
Dumnrid George Gross, Gordon b Ronald 114 Sally Drive 77-23
z 90 �VrSE pE� Tt� ti! c/ L BROAD BROOK , ti !�lj
rge E. & Bernadette 89 Sally Drive 68-17
Smith, Robert & Beverly 115 Sally Drive 77-24
Sebastiao; Jose o. & Susan v. 97 Sally Drive 68-18 I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY
Rivkin, Ronald & Cohen, Lisa 104 Sally Drive 68-19 i Cetolla, Michael & Sharon 107 Sally Drive 77-25 CORRECT AND WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A PLAN PREPARED F O R
CLASS A-2 SURVEY AS DEFINED IN THE CODE OF RECOMMENDED F A I R V'J A Y ESTATES
PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED
DECEMBER 10, 1975, AS AMENDED BY THE CONNECTICUT ASSOCIATION ,OF r.
LAND SURVEYORS, INC THE USE OF THE WORD CERTIFY DENOTES A c ' C ' •� R T t� t_ - T O l!1 H l I P i ;_� 1•� �)h ;.�
PROFESSIONAL OPINION BASED ON THE BES4';,,,g�F MY INFORMATION,
KNOWLEDGE AND BELIEF. NO GUARANT '� OW, �NTYIS IMPLIED OR KEY MAID(� PLOT PLAN
A NR
GIVEN. THIS DECLARATION APPLIES Qr. ( IOR LOT LINES, THE
EXTERIOR BOUNDARY BY MEEHAN ASS JJJ �
v; - SCALE: AS SHOhN DRAWN: EaCI �: �:, ,
Z ,s,�; to 1
PATR1 .S. #14827 DATE: 3 ' 74 i y '-' SHEET:
Q:aaaaae
v
� WY.GTQ i�IOTE 0 ��
DETAILRR
straw bale
stake RR R R
MAP REFERENCE' trench I. Excavate a trench 2..Place and sta1.,• M?'71 P.o d _
'��
4" deep and the straw bales,
- � binding
, ' ' •
width of a straw 1 Idltl wire or two Stakes per -
bale.width hale.
"ANTHONY KUPCHUNOS PROPERTY, CLARK STREET SOUTH width of�baa twine ofe twinetwine
WINDSOR, CONN. " BOUNDARY SURVEY, SCALE:1"=100 ' ,
6/18/85, SHEET 1 OF 1, BY MEEHAN ASSOCIATES. _ �•- -
NORTHING EASTING packeo
• POINT # l
straw- 3. :ledge loose straw compacted Backfill and
197159. 4070 a >acktill a sr^r
9 2 170468 . 6296 Plan - between bales Lu compact the f
Create a contnucus excavated soil h'TQ � A� a h o'
93 170530. 8553 196974- 2910 �arrier. as shcwn on •
:'`• I� + 'i�`�!'.f�� uphill side o`
T 170418. 5103 197179. 944 u i \ „•1r„�. the barrier97 5revent
170445. 3320 197179 9782
C Qs
126 170364.3451 197130 . 8626 "' _ If(I'!'I►i x °e�`'`�
RR
.�._ Tarsal:�..._` ` w'{v^i�:.--.••^�...M..- .w_ ,. %.
STAKED HAY BALE ROW N.T.S, y�`
LOCATION MAP
SCALE: 1 1,600'
FIRM 100 YEAR FLOOD LINE,
ELEVATION = 59'+/-- Asa SC
d000p
J, �,il 4 0r
S 40•- -4 w , t ► t ��2
109,
NOTE: THE DEBRIS WHICH EXISTS �� ! ��3- -74
ON THIS SLOPE SHALL BE `"� ■r��*#ar"I I
REMOVED OFF SITE. +
% ---7�
r
y U) EO
N/F � �4. —<,, �\\ ,i ' f `ro^ �` N/F
'`ti C . I i
OTHER 'LAND - ' i ► / � } OTHER 'LAND
�`' t �.q., �,- . _:.;. T �"� � OF FAIRWAY ESTATES
OF FAIRWAY ESTATES 66 50 •�( \ . r 1
w ±� f , i26�S.F s \ PARCEL A
PARCEL A - m I r 1 \ �� \ NOTES:
t t \ 1. ALL STRUCTURES AND DEBRIS INDICATED AS TO BE REM VED, SHALL BE
c �+ to J ' <�� \ , PROPERLY DISPOSED OF OFF SITE.
V V - j t
! J / \ �► ° \ I 2. GRADING SHALL BE LIMITED TO THAT WHICH IS NECESSARY TO BLEND INTO
< ` \ / THE EXISTING GRADES. SPECIAL CARE SHALL BE USED IWHEN WORKING r
4¢ I t \ \ /' ADJACENT TO WETLAND AREAS IN ORDER TO MINIMIZE POTENTIAL EROSION.
Id
3. ALL DISTURBED AREAS SHALL BE IMMEDIATELY SEEDED 4ND MULCHED IN
14 1 \\i / // / 1 76 ORDER TO BE ESTABLISH A PERMANENT VEGETATIVE COVER. SEEDING MIXTURE
SHALL A
' FOLLOWS: KENTUCKY BLUE GRASS 454, CREEPING RED FESCUE
b `4 0' �� 45%, PERENNIAL RYEGRASS 10%. SEED TO BE APPLIED TAT A RATE OF
S 0• a.L. 4LBS./1000 SQ.- FT. PLANTING SEASON SHALL BE APRI,L 15 TO JUN£ 15
9e Co AND AUGUST 15 TO SEPTEMBER 15.
WETLAND SOIL TYPE: �� 1 �� 1 �as- ,� �y o W. COW ACT P69-54N SHAu. BE IAwRENC.E A. F/ANO - 71 ooOL4ND ST
Sb Saco silt loam i I 1 1 Ni> IGH� t,T- to 3-S(0�
Sc - Scantic silt loam ru
Nl 4 G�(,-Y45! �I NE,g
3O o0. i 140 78.79'�C•yl
�. L3Z Iv 3.!
S ( � ��1 A)NON-WETLAND SOIL TYPE: sN&T5 '•.ti0'' r 40 -48�-541' o
to - Elmwood sandy loam 9 ---` CMS 42 �p53" .
Te - Terrace -escarpment, sand & clay 7f`"7°.t9 W
1-4
4.t•74.0.1r `�����`\
G�-A`RK_-=�-- ---- - ----
YTf
LEGEND
O IRON PIN TO BE SET
0 MONUMENT TO BE SET
_ ---- 70 EXISTING CONTOUR �B
WATERCOURSE
WETLANDS & BUFFER ZONE
aartwrtstraa�ss»rwi STAKED HAYBALES
CERTIFIED BE• SUBST TALLY CORRECT I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY
CORRECT AND WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A :'DEVELOPER: FAIRWAY ESTATES, 20 OXFORD DRIVE, SOUTH W I N D S O R
CLASS - A-2 SURVEY AS DEFINED IN THE CODE OF RECOMMENDED
-PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED
LEONARD J. NORTKN, P.E. REG. NO 12014 DECEMBER 10, 1975, AS AMENDED BY THE CONNECTICUT ASSOCIATION OF DATE REVISIONS P,ATRICK A. TOSCAN.O, L.S.
LEONARD J. NORTON, P,E,
LAND SURVEYORS, INC. THE USE OF THE WORD CERTIFY DENOTES A
THE USE OF THE WORD CERTIFY DENOTES A PROFESSIONAL OPINION BASED ON THE 4 PER TOWN STAFF -15:'BARBER , HILL 'ROAD 212 SOUTHEAST ROAD'
BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF, NO GUARANTEE OR WARRANTY PROFESSIONAL OPINION BASED ON THE BEST OF MY INFORMATION,
IS IMPLIED OR GIVEN. KNOWLEDGE AND BELIEF. NO GUARANTEE OR M CIS IMPLIED OR z 9c) EV(SE owe/ KNA BROAD BR�'OK, CT . .NEW HARTFORD, .CT
,,�+�r�•.n GIVEN. THIS DECLARATION APPLIES TO 0 LOT LINES, THE
`se 05 GQNp ++
eor*.� EXTERIOR BOUNDARY BY MEEHAN ASSOC.
�dog�QO��gU a. " `� n a '4� FAPLAN RWAY E PREPARED FOR
STATES
PATRICK V _C 01 g #14827
_ ---- No. 12014 `lF e+° p.,r 6 r
cS,w 523 CLARK STREET' SOUTH WINDSOR CONN:
0 4 E N 5 r0►Q- i
' - .. ,'-�'.__ ��yg��•,,n?..+•8�rR rG1�40' 'da"�5�3�Vrw au, G - I
✓ �A�4p ooeanrnoao t9s+�
TOPOGRAHIC, CONSERVATION, & NOTES
` SCALE: 1 - 4`Q'f DRAWN: RCl CHECK: LJ'N
INDICATED UNDERGROUND UTILITIES ARE BASED ON AVAILABLE DATA. THE LOCATIONS
ARE APPROXIMATE AND ALL UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION, f. DATE: SHEET: OF
3,/•2'2/JC
HAVE ALL UTILITIES MARKED ON GROUND. 2.
CONTRACTOR SHALL CALL 1 800-922-4455 AND HA
r ALTERNATE CONSTRUCTION WITH FULL CURB SPOT WELD OUTER FRAME 8 "ON MID LUG
KNOCKOUT MAX.O►EIIING•001 ,BACK TO BE USED AT LOCATIONS ADJACENT TO DETAIL OF CURB INLET '
EXISTING OR PROPOSED CURB 2`4 BARS,4'-10"LONG TO GRATE AT 6"C,C, PLAIN CURB TYPEr--•-
NY 1 "
!'MAX. t . a4 BARS,4'-0"LONG 1 SCALE 3 !-D
55l8' 7�" 1'6 7/B Jj I'-6T/8� 7'/2" 5�B CROSS SLOPE AS 1 I• , , 1 C / 11j C
,:. > � PER CROSS SECTION 2"iO3/g i I'-83/g 1'-83/ 13 I I I " Q
4"STEEL I BEAM 9 I' 10" 4 /Ifi Ptrti:HERiT. Y �pfIj{�4Qw -
►iIC :{' C ti*• a, 4' 6"LONG 1/z'M1N. N I I ( I DETa0.s of cvgB g I ( I r ' R-llc L c eQ 6c ..3 �❑ 1.
`r ` ' CRO53.StAf'E AS Z _ ` O[TA3L d NON sno we
wLETssHpWyABwE ... _JJ nmQ' �m�
t"MIN,jTY►ICAL1 �"-- 7-�-, T-T- WHEN THIS CH ENS10ti IL L13EQS T- T ` - -� j =y iO -
I _ ' 10 r"c£T.LATCH EASIN WILL 8E I U I/2� 1, - 1 { I: L---- ---....,.. _J s'ER C7s055 SECT o r _ _` .._-.-....._ I O�R(I \ � � 3.
r 7 I ,•,�,_,,,�,,,;•_,,,, CLASSIFIED AS TYPE-C'CATCH Z ! NIP
rS
I- B SLN DOUBLE GRATE TYPE I I 11
• 1 i i •"^' ^'- TOP EIF GRATE Y �4 BARS 4' >,�NAarD Ltr7LAs \ 7y \
\ OVER 10 FEET DEEP, I I I _t [001 r UNDERSIDE Or LOVER
35ig" 12=834i**f !' 35/8" 2"DEPRESS*N,V4'!!/2-BACK UPSTps? !r SEE DETAIL B` 1013/ - A I::: ;n( A �\\
L':'t• 7 * \•4-`•y DIA.HOLES TACK WELDED TO FRAME -- � t c c �- y. rK•4oLE 1 rK• OLE
J•; B MINfMUM D_PTH,UNL_SS SP_CFFCALLY r »"- -1 {
TY►SEALL'.0• �• ; NOTES 2 FOR r•4BAR5 i"pEPR£SSrJN,VB"•I�t`BACK•LPSTRP 2-0" *7t ORDERED OTHERWESE,UND£RTRAVEVAAY
M/E fTt7t N OVNEDAT L:• • • ' TACK WELTED TO FRAME 3'-IOI/q' i I - . SIN -3a 4 bi'c.C.11
S. area
CC D►CASTI /OR II►C WALL 5'•2"LDNG I'-iVZ UNDER UNTRAV�ED AREAS O'-3" �s ' 70 BE VSEO WNr1d CClag ML E7 7S COMS7AU 07Ep WT�tC,110 '
WL[7 COHNEGTKkLITO I ,
►IAMMOL[ �E CAST IM THE /AfC ATTHE I S/Ib" FOR 2'OGPRESS1011 I` GUT7EA I
-- REOVrtO LOCATP09 OURIRJ I E �C C1�I LINE ] I"' " I
ITS MANVFACTVA[ F1CLD Cut 5/32' FOR!`DEPRESSION ! (! _ III
!ft t C1iRBNG OF ANY TIP£E1t35T3 OR Ly PROPO •.i' A
0►LN1NG1 Mrlll MOI I[R- �' I Ip• }. '•�.�.'� 7
r MiTTCO 8- 7g IB 8 8" Z /tG A G A I ( • s PrTCTi P£A►7. 7> 3
SECTIONAL PLAN � r3j'2"A�'B'(TYP.} r3 I •"� WHENTHSDINEkSlONE7c:E[OS L•--.•-•.--,..-4..._.----� - �-�-1-
DRAINAGE OPENINGS Iwo WALLS 1 10FE.ET,CATCH BASLv WILL 0E � �
FRAME b CtVrR AT OR IMMEDIATELY ABOVE THE ' CLASSFIED AS TYPE"C"CATCH r-
�.6.
t'-Ii W. II "�Y•STEEC4Si $ �I I 'r..Cwr S4.r
. SIC[ 0[TAR I F!/q' _1 BOTTOM OF THE PERVIOUS BASW WU$_E GRATE TYPE II 5'•9 A I :f 1 t li f.
/ 15
/1N[fN[D r3>SAAC ,o $ACKFlLL OVER :AFT OFEP. �L D S•-4• CROSS SLOPE AS r n s
a
ADJUST TO BRAD[1rlTK PERVIOUS BACKFILL ABOVE ¢ PEA CROSS SECT 4 8AR3 ,�� �' " *a
CQLr,1[tO/rRCK4'Mw c I;"MAX o ALL PRECAST THISELEVATION,MAX,DEPrH BRICx,CLQS5'a CONGRETE,KASOlIgYCOr1CRETE PLAN A fJ1i=
!f TOP OF GRATE- SECrIDN c-C
2'•O' 2=0' UNITS ARE US D,COa ELLINAG WIL,BE PERMITTER - `-` r - {NCA101rYir1U 1[t N CANCJ[Tr 1,HIM[Nr
SECTlOKS SHAtt NOTE' --�-_.. . oETAII a sEAY
17 MAi. 3-a" B_Lr'� THE TOP OF �
C4MTORld TO THE STTtUCTUaE, MIN. '/4 I/4 M]N, MAYUIVM COREL TO BE 3' NO PROJECTION r T"t SLOOE ON THE TOP SURFACE SHAU K5.
AST)A SPEC. SHALL EXTEND INSIDE OF LIMITS NOTED BY*k (( GIA►1 TO MATCH ADJOINING I"Ok-WENT. � t ym�uy CAST,*g„ S3�TCy
AIMD1owAtt•TK,I OI tI'u'LR qs L! N.Lf-
lj( A•t,Tc'Rt•I.RTE CONSTSED YICNAT L ACTH FULL• TOSEUSED rC OiRCURB 1JLE.DC% 15 CiCCt4CtUCT£D NA 1.21E Or Arrwx4.Arc uscm v rwa SrE Ls. u7 Lr.
i4 C 41a. s4 r s.s � � 8 eLIRB FM eA[MTO EvstD AT LOCATK)rt3 Pl...a1 r:o:xRLrcttlfT9TNG.1)OYhlFDeceNLTTsrEa.:Ie.�e.oR sra►1E
PRECAST MANHOLEIAt CLA55'o CONCRETE POURED W PLACE Oq PRECAST UNrr 5'-4' CAENTTDE:rLST7riC Or1PROPOSED 7 t"1VG+i Au a�ENxIDn an,¢7 7D IANvrAc7wlNc 7ns•A.KEs
a a` -51/16' s PLAN _ r�oAA5 r-a•LONc in • -� " " WHERE PgEC.35T CONCRETE UNIT I USED FOR SUMP, • 103• • 10• 1 ' 1• IG'
DETAIL B :' t ` `;- Fw
z• FRAME AND COVER
C-RNt AV•I[R 4ASK[T =}C• 5'-4" 3'-s416' THE TOP OF THE UNIT SHALL BE AT LEAST 6"BEWw NOTE: WHEN CATCH BASIN iS SET IN CONCRETE PAVEMENT Lros;SLOPE 9 ,
JQI1(t fN COW OIIM ___FFF... L THE BOT76M OF 7FIE PIPE OUTLE TT WO Fp0>,t THE FEP CJV]353ECTION -{:! OE-T/US 01'C1f16/�.ET
CATCH BASIN. THE V2•SLOFE ON THE TOP SURFACE SHALL BE "` ,•, _- t9' - S71DJ7tt A80JE
SECTION A-A SECTION S'B CHANGED TO MATCH ADJOINING PAVEMENT. , "-I== _^^" + I � i�_�:�,-y,,.. ./. ','•f•A' -P�OUR£DA CP ACE OR
ruiele sccTloy � NOTE: ALL CATCH BASINS TO BE PRECAST CONCRETE UNITS !; t - _�, 'r_; _,13}•'I,+ i:' ' s '. L� PaECAST CoNcTL wT.
ALVAr17eVM MANHOLE
3�'0 .Z!',•'•-, 1':.I)r - 3y�• ,'"< u - �j�"i,:.'i: ..1 �T'-- +:;;1:_; le � ��
STEPMOCKOUTIF AS TYPE "C" CATCH BASIN DOUBLE GRATE TYPE 1 r
" ' REQUIRED 7 - ,z• I_,a ar X g�- rKN
_• u I ,
5 m \ ePE LxU ORDER � ��.� 'J,• i; >a}
•ABC SECTION ' 1- \ I' a 1gg ' AThC+7,Y1SEUrIDEATRAY-
`•is - \ "7 c Fi.i r EL'A•AY I•-7 tPMR UN PIPE DiAr� t 2'-O"1111N,
4• 1 C Mtx 1K latt•D i y
0-D
i CROSS COUN?RY STREETS OR PAVED AREAS CROSS COUNTRY STREETS OR PAVED AREAS \ �II �\ wN
BIT. GONE. CC//2B ' I a 7 7;.
'I{ FLEXIBLE SANITARY 4- TOPSOIL >S SEED -� SEE PAVEMENT 4" TOPSOIL'a SEED-7 SEE PAVEMENT
rRtcK rAfdnY Ikv[hT LIANHOLE SLEEVE -- PATCHING DETAIL PATCHING DETAIL e• 7 � 7s/• `� o
�' •:•:• Rw - SEE DETAIL THIS �� � . .. �•\\ALA"'. �'. ,\\\ ��„ ��\�\� Cj/7 CONE. f'YMT I3 gb 71' 2O1S6 1J• I ,•R
f�.r. is'• r•:::::>t SHEET. ��\ \\ \ „� �E I D
• ' _... ti1< DRAINAGE OPCK*4GSINA WV_LS , 4orrcoisrcN roll p"AAA sTtn -
12"TYP, r ATOnV.KAM"TELY ABOVE T►I13 (' I I us,c07.10' Arn+v3"n
S U r T A B L E y a !2' TYP, SUITABLE z u7 �� .POFJ,p •8iv,5 s' �\ �' c� ` ELEVATION, 1 AE we u77ED FOR Arr lahL,
R"►EIwINo BACKFILL ,y SAC FILL H - ^'6 u
`.: MATE1ftlA C C MATERIAL ` a • 7wI� ALUMINUM STEP
//
. J ' 'I '� ', .�� ••♦ r \ aa• ` BxYKJ CLAS3•A•CONCRETE
SANITARY SEWER MANHOLE a - Q
ll .I LJ /,, „ +• EINSAWFSOES APPLY CIM ►LASONAY CONL'x rE WlT3
Y.s2iES Y" ro �/1' lea+ �"N ,srdvE 7 PROOFING ON 4 WALLSS. WHERE HAKA OR MASdArtY
a COrJC•RETt LAATS ARE USED.
NOTE: ALL SAN. SEWER MANHOLES TO BE PRECAST CONCRETE UNITS I (3'-a" MIN.) " T EO AtAxrRLL BE PEA-
-.�� .✓ Z :f...•' EX E NIT SIDE PROJECTION U
1 I: _ \� i ♦ } »'il` rJ :"., i ,; i,.,.; i..,.... tED BND Yi�tE OF tJApT�3 CL/155 %I" COHERE Tor
,tI _ "- .a,- f L-•r '4,; 3 ni;:•:, ..� vi• t.. CA sr-/A/-FLJ]C6 /-'0' •r
SAND BLANKET i � SAND 19LANK T r�
4'O PERF. CPE UNDERDRAIN -�-�.•..:..�.:•.�:•: .,,,,.,.:.•..�:::;
LED GE LEDGE �♦ H SOCK tw2' e•, r-o• e,
� N
y`-A' CAST lNT AI S.
f 'N ' S• _
CROSS SECTION OF MANHOLtc SLEEVE _ z !{ WIT �_ co - A r
► _ Li x" a ,'. SECTION Q-Q °� SECTION 'ILL XE/.VFDRC/NC7
Itrt p1A, -A" 'i' `C" ? ' C) Sw O u r �. �� WHFRE PPECAST CONCRETE UNIT IS USED rOR sLIMP 7k TOP O ir. � / 36'r3 RGP AT B.DX
O Q. Ga. G �(\\\\ •�\\\\ \ -- OF TNL QN1'SIMLL BE AT LEAST B"BELOW THE 00TTSM F
• a THE PIPE VJT LEiTWG FROM THE CATCH BASIL I, J ,
IV MIN. C" — r 1 I/r If In� f I/r - - 0 I a ;o --�8"� NOTE: ALL CATCH BASINS TO BE PRECAST CONCRETE UNITS �,0- 3s a RCP •o .
r •If f/r a)/r t,/r
► A: Lr a ur >a f/r t ur II' CRUSHED STONE 1 CRUSHEDI. STONE TYPE TIC" CATCH BASIN ` , •• ° �,.
Ir E t/r 7,r r„r = • UNDERDRAIN DETAIL
Ir a T/r K ur rA.
o v
3=�
LEDGE CONSTRUCTION EARTH CONSTRUCTION R .o.w• WIDTH sOr MINIMUM
PIPE
II DIA• TYPICAL TRENCH DETAILS 25r 25r
t CONCRETE ANCHOR COLLAR
3 13
t'Mlk :. EXIST
- yIr.ROCb la"EH
1.1oL dlmcq 1 rr" t~1'�L.CKit+I.G Go11C�UIT APPL ICATION OF AND FINISH GRADE : PLACE EROSION CONTROL BLANKET,
. � of>: cqu nit
._ 9x r GRADE. NORTH AMERICAN GREEN MODEL C125% OR EQUAL,
+ ' _ 91 r OVER ENTIRE DISTURBED AREA. SEED AND LOAM
--- STAINLESS STEEL STRAP — A2+CKQR DOLTS 6„ �' n SURFACE IMMEDATELY UPON PLACEMENT OF
ERASION CONTROL.FLANKET.
1 SANITARY
MANHOLE BASE FLEXlt31"E SLEEYE 1�4 r 7 F T D 3)br T FT. ., I/4 ' ' �F T :1 MAX.
1 FACIG CtO�.� 2:1 MAX
_ FLEXIBLE SANITARY MANHOLE SLEEVE
i
CONCRETE ANCHOR COLLAR PERVIOUS GRAVEL BACKFILL,
20 bG" 19 'SQL KL-310"TIAL EXIST. GROUND 13 A B C COMPACTED TO GRADE
} SEE MANHOLE FRAME qo,1Cp flptA` 1 II M Q� 'JQ. 'LO bQl COf.I?A¢RCIA.L,111Du4TgIJ3.L. -
�I ANo COVER DETAIL 1tlTCCRI►L 1'St,yC L4" �• i1. I�j •- �1 �--60" DIA-STORM MANHOLE
y F%.0"1a-oiILtV WT �"= �I A SURFACE-- 2" BITUMINOUS CONCRETE SURFACE COURSE (CLASS II) ON . 36- RCP @ 8.0% ` (ST MH #67-69)
ADJUST TO GRADE'WITH COVItSCS _ t
DF BRICICS OR CONC GOADING RINGS
2" BITUMINOUS CONCRETE BINDER COURSE. (CLASS I)
1 VARIES t"To 12' N$" - I I I MANHOLE TO BE CORE-BORED
.4 4=40k$ 'RCT1t M04, 13TR£."gTI4 B BASE --- T PROCESSED AGGREGATE BASE (PRIOR TO INSTALLATION) FOR
5' O' QS 1 P.13 I UNDERDRAIN ENTRANCE (TYP.)
)6'DIA, t' w (4) I"A40 du- 11 C SUBBASE — 16" BANK RUN GRAVEL OR NATIVE MATERIAL IF SUITABLE
SEE TRENCH SECTION FOR BEDDING DETAILS I
I►►1Ct4ost •1' � 4.0 PERF. CPE UNDERDRAIN
D BITUMINOUS CONCRETE LIP CURSING STABLE SUBGRADE MATERIAL.NATURAL, OR I I WITH SOCKED ENDS
CL
fv PREPARED DEPENDING ON SUBSURFACE
E 411 LOAM AND SEED
CONDITIONS AT TIME OF EXCAVATION
w""""`�"�L 'NsT»'A>* LIGHT BASE & POLE ,.ROAD CROSS SECTION ! -
3S'RCP @ 8.0%
J s- 4 D"DIA. . S" (?F PIP
E _... o
2•MAI e _
Q
EXISTING SWALE CLASS'A'CONCRETE T�
68
A ■ °
3'BATTER ON
ROUND hVBBER •� 1 I I ALL WALLS .
GASrIET JOfNt - 7.2,SOP s'AtSCR ,,�,
SEC TIOnLAA6 REOUIRCO I aITU►IASTIC I I r DIA1EN510N5 AND QUANTITIES FOIL ONE WING TYPE ENDWALL
I DAMPvaOOFING 15 10 15' ' _� D a H K L P FI w VOL.
CROSS SECTION -
. SPIGOT 5 DELL RE3Nf' - � ` INS- FTAIR F7&IN FT&IN,FT,&N FTAIN.FT&rt FTirL FT&E•t FT&IN FT&t4 GU.YD,
MANHOLE JOINT
0-6s" 36- r-6' 2`0' 3>3" 6r8 9 IZ 7`34 I'-A7 Or 3`4g SrSQ 5.87
DETAIL (TYP.) FOR DfiAILS, SEE EXAM OF PIPE �' i'-6" 2 a- 3 3- 7`2- 9'-i0 T'-94 i 98 0'94 3110 6'-74 6.67 --
• NON•5NRINK MOR SaR AND
I EXISTING SURFACE s, 48' 1•-7' 216- 3-r 6.2- IO•-foY a-34 1••98 0•-Ila 4•-9- 7'-9- 9•II
t0"MAX. rLfYIBLE MANHOLE SLEEVE ID MAY. :EL•=19.0
TO JOINT Ta JOINT I 80- r-7" 2`11' 3`9• 11--2- 12'-4' 9'-3. 2>oe O'-IIQ 5--9- IO•-Ii" Iz d3 PREVIOUS GRAVEL BACKFILL
ENDWALL SYLAMETRfS;L 3
5 EL=16.4 ¢ AROUI � 72- f-7- `r-e- 3'9- Icrr 13-10 to sa' x-38 a-,,. o--9- 1z'-5" 16,30
�~ PLAN
Y 3/4"7.D _ ►Low '-�... EL=16.0 D. I . tir7F~`� DRAINAGE FILTER FABRIC
CLASS A CONCRETE OR ORfCX , ` •17Nf RT EL N A" Ohl
{ - C i n - I • C CULL L'�GTH) �,7- 1`3- 1
' I'-ICI -----B--j�{
•° CLASS A CORE RE T[ , ' S t- g• 1 8 P•0l•-Z 'f 6- �-I•W +a•
• PLACED AS SHOWN T _ • 36'0 RCP o
BACKFILL LINE . i W'- — j s~ aW� 314' CRUSHED STONE
LIMIT OF MATERIAL LINE TRENCH WITH FILTER FABRIC: ` �aQ��j i I o
REMOVAL AMOCO CEF 4545, MIRAFI 140N OR APPROVED EQUAL 1 H 5// ,�_ . -
CRUSHED STONE OR AS DIRECTED BT THE E•HGINECR -
12" GRAVEL FILL
T �
PRECAST STORM MANHOLE 24" INTERMEDIATE RlP-RAP GROUT IN PLACE l� `- �1 G = , U— _���L 12 ��-- ��" 4'0 PERF. CPE PIPE
t ) -- _ _- 1
,.-0. O _.__ I'-D' • . A-r6 BARS
CLAY DRAINAGE'STOPS =0 BE LOCATED ON UPSTREAM SIDE OF DULMOWPIPE L-u LL LENGTH) r-8 PLACCD AS SHOWN I- TRENCH SECTION
FRONT ELEVATION 1 VATS N DETS ACINOr GAR
MANHOLES AND SPACED A MAXIMUM OF IOO'* APART WHERE SECTION A - A MANHOLE INSTALLATION IN
STEEP SLOPE AREAS
ROCK ►S ENCOUNTERED. REINFORCEMENT TO BE PLACED FOR 48" PIPS± AND UP COST OA REtNCORGNC BARS TO BC
CHANNEL ARMOR D EI TA I L INCLUDED IN THE CONTRACT UNIT
TOP OF CRUSHED STONE BEDDING INCPRICE UL-ORCLjLss'A'CONCRETE.
UNI
fjACK OF MANHOLE SHALL JOINT
•_, PROJECT CONTACT PERSON!;
DR..ANTHorav GIORGIo STANDARD WING TYPE ENDWALL
CULBRO LAND RESOURCES, INC.
BEDDING 8 GRIFFIN ROAD NORTH
STONE
»���� �u,•�tl►Y,I,�,,,_,,,'� WINDSOR, GONNECTICUT
♦,�,„}c 1LI= 1T,�,,,� y CONSTRUCTION DETAILS 1
: (Zo3� sas-7sv�
-.,. x.. 4'-0" lB., r MI
NATURAL FRDM SHEPARD . / CULBRO
CLAY JOINT
ffrrrrrrrirry�i� 1,1 rr s rne.•,•
pF -►�,f`�.... BUSINESS CENTER
WIDTH OF STOP SHALL BE-THE SAME AS THE TRENCH AND c� �O A<<Y=yj ,. rrr7 F• L� -" c 10/18/89 REVISE PER PLANNING APPROVAL
EXTEND TO UNDISTURBED SOILS, SHEETING, OR TOP OF ROCK .` 7f p vZn" ; o ■' Q` ! c PREPARED FOR
- - ';w -�; - 612$/s9 REVISE PER TOWN sTAFF CULBRO LAND RESOURCES, INC.,
; S-15-199 RICV/S,6 ,PSR TDWIV STAFF
NATURAL CLAY DRAINAGE STOPS c � tjo. B741 HD. 8741 .�� and associates (203) 68A-2413 8 GRIFFIN FiD. NORTH wlN�soR, cT TEE.# 6sa-r5o1
4. rW i-9 89 /2-�8-88 � A/cc R�i�l COMM�rS
5"` RFOISTEa�°Yr s:PO�- 'I•eare4��',�� RYE STREET SOUTH WINDSOR
9URv j1t11 1-,�sSIGNAL E' 111 I
4�AA1i�,1v �.���„A��„rr11� 123 PROSPECT HILL ROAD • WINDSOR, CONN. 08095 SCALE: AS SHOWN MAY 11, 1989
4.
•' DA TE REVZSZON
JOSEPH MERRITT&CO.
` A -
W2 - SERIES wl -- SERIES R I - SERIES R 2 SERIES
W2_2 RI —I R2-- 1
e WI 2L WI -- 2R
SINGLE OR DOUBLE GRATE TYPE 1 CB ..�: o ; SPEED
FRAME & GRATE AS REQUIRED m"`' '` `4. �` . STOP
,• a�ctc c�ouNo LIMIT
I. I
— — — —f— —
00 .
1I 7u I 72n _ ( i 71I RED
LEGEND :b
6 f>0 6 ----� r�--- - - I --_ S t LV E R
SIZE CONIN SUPpOFi7S ALUM. SIZC ICON 1: ALtJ',1 SIZE C Of.N. ALUM SIZE CONN ALUM-1SIZE CONN. ALUM.
7 INCHES O.O.T.# IMK r . �, :,IJVPIJ�Ts I �iK. (IwCr+ES 0.0 :. # SUPPORTS THK. INCHES OA.T.* SUP`PC THK. (INCHES) . D.O.T. �I SUPPORTS _-=KK
-r1( INC
n a
:a 3 0 41-0025 I ,-too t? .�.4 31-0001 1 oso
PRECAST CONCRETE SECTIONS '
° (2R) R 8!L I .�
4000 PSI MINIMUM •° ' (��.- 3tS - (-cU?� s .tco (z} 30 41-0� oz71� t •(ofl 21 30 . 3a-000� t .IoO 2 . 24x3o 3t-000s t .o
° PRECAST CONCRETE SECTIONS r,4 a s 41-0222 z too + 3t-ooa� 4 XiB 31-0270,31-0303 2 • ' �
r 4$ 4 (-p 2.3' .. 2 t0.SJ
e 4000 PSI MINIMUM (TYP) �.
VARIES FOR 36"4, : USE 60`4 CB
7 : ��—'' FOR 48'4 : USE 72"4 CB oil 72,= 1 I 71I STREET SIGN DETAILS
'. -al IV--• —tai Is-•--
t f (TAKEN FROM C.D.O.T. BUREAU OF TRAFFIC DETAILS)
REDUCER OPTION
36"+ OR 48"�6 RCP _._.. .
@ 0.5 %
o CAPS METER BOX
6" 48 ,° o, o: '� BALL OR
' 0 GATE VALVE
Vl
-lk4 STEEL REINFORCING ON 4 0 C. — -- - -- — -- —' Q
n „ GATEL OR VALVE SAN. FORCE MAIN
I
7 2 7 1
t� Illi� lil 1 � 1
48 5 BOUT MANHOLE MFG. IN
ACCORDANCE WITH
A.S.T. M. - C - 47 8 SANITARY IN-LINE CLEANOUT DETAIL
�- 7
;•
41 T SLAB � �
� • a t< r t. '. .. _�•"_/
81, TOP SLAB OP
6 .. , . •n o . • .o �.
OVERSIZE CATCH BASIN DETAIL OVERSIZE MANHOLE DETAIL_
FOR 36"0 & 48"0 STORM PIPE FOR STORM MANHOLE #64 & #66
R/GffT 0,4- WAY I�•4R/ES
11VIDr1-150'OR GO'
,v11Atp,'�•- • •,, ;e �/ \\
CURB '/2 ��� \ � `.a ,• ,�.
y,� 7Z7RS4/L
y`�SEED .�. "C4NC. S'�v�7wALK
B" RWOCESSEZ) ST4VYE"
NOTE: CURB cu7,5 AT RAMPS FUR D/S.4BLED PEFZSOit19 `
W/Ll- 36-.46 144ND4r2SO BY P.A. 78-64.
TYPICAL SIDEWALK SECTION
3
I
CONSTRUCTION DETAILS 2
! SHEPARD / CULBRO
• -� ,,• GONk
,�•°,QF„a�4Hf BUSINESS CENTER
,,••'(4-pao rt. �a<<`c►�wy ,,.�',�~,�' frl
�o fA<<�'�' ' ' PREPARED FOR
" - CULBRO LAND RESOURCES, INC.
PROJECT CONTACT PERSON: . o — ;3 ; ,
_ is -I *;a �*•`y, i'
DR. ANTHONY GIORGIO 0/18/89 REVISE PER PLANNING APPROVAL f "r a GRIFFIN RD. NORTH WINDSOR, CT TEL. 688-7501
No. 874I '
No. 8741 : : ; and associates
,. CULBRO LAND RESOURCES, INC. 4_R p: a�°.�=•l 7/18/89 ADD STREET SIGNS PER POLICE DEPT. <zo � 688-ZW3 RYE STREET SOUTH WINDSOR
8 GRIFFIN ROAD NORTH :`Y1 r�rs.tR .,4� �•,.T< G` •,
do—���r .�O . s - E •'
WINDSOR, CONNECTICUT �"R�� sr°N1` '',`•
�tiU., {NRuu�r.rr
_ '• {203� fi88-750# REVISION 123 PROSPECT HILL ROAD It WINDSOR, CONN. 06095 • SCALE: AS SHOWN JULY 10, 1989
DATE
. i
r
JOSEPH MERRITT&CO.