HomeMy WebLinkAbout97-98P_SITE PLAN PREPARED FOR HELMAR WOLF & ARTURO GUERRA_ELLINGTON ROAD_717
77 77�7�777 IT
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11� Iq
MAP
BLOCK LOT
N/F ABUTTER
34
36
240
-ROUND, CARLTON & MARY JO V. SURV
16 JUDY LANE
34
35
233
LACAPRUCIA, KATHY
6 SHARON DRIVE
34
39
232
HANNIGAN, THOMAS J, & ANDREA M.
241 HILTON DRIVE
34
40
231
KRAMER, LANCE D.
251 HILTON DRIVE
34
41
206
BOLDEN, JANESE F.
121 TREMONT STREET
HARTFORD, CT 06105
34
42
205
SHAFFER, ROBERT G.
252 HILTON DRIVE
34
43
204
DOWLING, JAMES & EMILY E. SURV
204 HILTON DRIVE
34
44
203
ASSELIN, NOEL L. & IRMA R. SURV
232 HILTON DRIVE
35
1
-
MARTIN, DEBRA A.
246 HILTON DRIVE
35
2
SOMES, TEDD R. & CYNTHIA
914 ELLINGTON ROAD
35
3
HADLEY, MICHAEL N. & MAIDA, JANICE
926 ELLINGTON ROAD
35
4
LAKEWOOD
35
7
REYNOLDS, CECILE M.
909 ELLINGTON ROAD
35
8
REYNOLDS, CECILE M.
909 ELLINGTON ROAD
35
9
GALAISE, ROBERT B. & DEAN, JUDITH A.
899 ELLINGTON ROAD
�)KINNtK, KUULtl I W.
57 ORDWAY DRIVE
47
26
252
ANDERSON, DAVID V. JR. & KATHRYN B.
21 EDGEWOOD DRIVE
47
27
223
MAGLIERI, JANET S.
319 HILTON DRIVE
47
28
224
MCLAUGHLIN, DAVID B.
311 HILTON DRIVE
47
29
225
BURKE, JAMES F. & BEVERLY F. SURV
303 HILTON DRIVE
47
30
226
TEDESCO, ANDREW P.
95 WHITEWOOD DRIVE
NEWINGTON, CT 06111
47
'31
227
MARCHESSEAULT, JOHN R. & KRISTA J.
287 HILTON DRIVE
47
32
228
OLSON, RICHARD H. & MARY B. SURV
281 HILTON DRIVE
47
33
229
ELLIS, ELIZABETH A.
271 HILTON DRIVE
47
34
209
SEVIGNY, DANIEL J. & DORA O.SURV
284 HILTON DRIVE
47
35
208
PALMER, FLORENCE C.
274 HILTON DRIVE
47
36
207
KOSTEK, GARY E. & CLAUDETTE L.
268 HILTON DRIVE
47
37
230
WIGGINS, JON A. & VIRGINIA C.
261 HILTON DRIVE
47
38
241
DIMAURO, SALVATORE & MICHELLE
26 JUDY LANE
47
39
242
CASTANHO, CARL A. & JILL C.
32 JUDY LANE
3
243
SIEGMUND, PEGGY A.
40 JUDY LANE
47
33
246
GOLDFARB, LEWIS W. & WESLIE K. SURV
22 MARILYN ROAD
7
44
247
ACQUAVELLA, JANE M.
N
30 MARILYN ROAD
47
248
CALABRESE, CARL A. & LORRAINE
J
38 MARILYN ROAD
47
A
249
ROSS, MARC H. & NANCY B.
44 MARILYN ROAD
47
47
250
PERRY, JAMES E.
54 MARILYN ROAD
4
216
NEARY, LOUISE C.
1015 ELLINGTON ROAD
4
7
WHITE, JIMMIE
1005 ELLINGTON ROAD
8
28
-
JORGENSEN, HOWARD E.
999 ELLINGTON ROAD
48
D29
-
MILL INC., THE
4"
989 ELLINGTON ROAD
4
30
-
KUEHN, EDWARD R. JR.
1020 ELLINGTON ROAD
48
31
-
BAHLER, DORIS A. ET AL
1030 ELLINGTON ROAD
48
53
3
WILLADSEN, MICHAEL L. & BETH A. SURV
50 BELDON ROAD
48
54
4
SCHOONMAKER, THOMAS W. & BARBRA G.
40 BELDON ROAD
48
55
-
WOLF, HELJMAR & GUERRA, ARTURO
970 ELLINGTON ROAD
48
56
-
MOULTON, DAVID G.
11 BELDON � ROAD
48
57
-
STAIGER, ROBERT C. & ANNE M. SURV
31 BELDONi ROAD
48
58
-
MOULTON, ELSIE M.
41 BELDON ROAD
48
59
-
EDLUND, FREDERICK G.
386 HILTON DRIVE
48
60
218
SILLS, JEAN A.
366 HILTON DRIVE
48
61
217
PETERS, CLIFFORD J.
354 HILTON DRIVE
48
62
216
JANKOWSKI, PETER F. & NANCY J. SURV
344 HILTON DRIVE
48
63
215
SEMEL, LOUIS P.
P.O. BOX 2357
VERNON, CT 06066
48
64
214
AHERN, SYLVIA M.
328 HILTON DRIVE
48
65
213
KOSTEK, GARY E. & CLAUDETTE L. SURV
320 HILTON DRIVE
48
66
212
WILLIAMS, RALPH B.
312 HILTON DRIVE
48
67
211
GAWLIK, ROBERT J. & CYNTHIA
304 HILTON DRIVE
48
68
210
HALEY, HARRY R.
294 HILTON DRIVE
48
69
222
BARTNA, PAUL M.
P.O. BOX 450
48
70
221
MILLS, DONALD F. & IRENE P. SURV
335 HILTON DRIVE
48
71
220
ENDRELUNAS, DANIEL E.
343 HILTON DRIVE
48
72
219
SOLOMSON, SAMUEL & MARY C. SURV
363 HILTON DRIVE
48
73
253
CAPANO, PASQUALE J. & AURORA SURV
10 EDGEWOOD DRIVE I
THIS z)UKVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST 1-14 101, LIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MART[ LIC. No
prepared for
ImXKYT A4f A P T17/17 J7 X-r A J2 WT 1J7/1 /ZT 1PJ7 J7 A
AA "Aael VAd"=A A 1, F F Cooil"Aw.1 %A&. Z7A A t A %woe A W %woR' %PoR Swo".4 '&.& Wz a&
0 [ N I N
TL'L_'_'J' L L � N kG"T 0 N R"I 0 A D 3 0 U T H W U N D 3 OR (CONNTI-34CTICUT
47-26
47-47
47-46
47-45
47-44
47-43
500' RADIUS
48-73
48-72 48-60 48-
48-53
ED±7ULWOOD DRIVE 48 61
-A _07-71
48-58 48-57
48-62
48-70 A*120
48- 31
48-54
b 48-30
48-56
DRAINAGL
48-69
EASEMENT
48-64
DRAINAGE
EASEMENT
47-27
-0
48-65
48-55
0
47-28
CONSERVA ION
EASEMENT
48-66
47-29
48-67
47-30
DRAINA( L
EASEMENA'.
48-68
48--55
48-26
48-
48-28
48-29 )RR
M MILL
ILL POND
48--29
47-31 47-34
GA
47-32 Z I . . .\ -\
0
\-X 0
-35
-40 0 - .
47 47
X .545'
47-33 47-36
47-39 d-
47-37 34-41 35-3
47-38 34-40 34-42 35-1
34-36 34-39 20' SEWER EASEMENT 35--2
34-38 34-43 Aso20
LEGEND 34-44 900US 35-68
500' RADIUS
ZONE BOUNDARY LINE
RR RURAL RESIDENTIAL ZONE
A-10 RESIDENTIAL ZONE
DA-45 DESIGNED RESIDENCE ZONE KEY MAP
SCALE 1"=200'
0
prepared by.
NOTES
714E5E VR"INI575 ARE THE FROPERTY OF DES16N PROFESSIONALS, INC., AND HA\/E BEEN
PRE ARED SPECIFICALLr FOR THE OYOEWAPPLICANT FOR. THIS PROJECT, THEY ARE NOT
TO BE USED FOR ANY OTHER PLIRP05E OR BY ANY OTHER PERSON OR PERSONS NOR,
REFIRODLr-ED IN AN`f' MANNER PNITHOUT THE EXPRESS VIRITTEN PERM155ION OF DE-516N
PRjOFE55tONAL5, IW
THESE PLANS ARE IN\,/ALID UNLE-55 THEY BEAR THE ORIC71NAL 516NATURE AND IMPRESSION 5EAL
OF THE PROFESSIONAL EW71NEER OR 5UR\/EYOR.
e
rosfeNnsionals, inc.
Civil Engineers - Planners -Surveyors - GIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
DA45
35-7
,-*10 �Rn
35-8 /
LOK��_.
EAW/ppm
t! �5-F I r
'CC:`�-Chicf Building Official
Planning & Zoning Commission
TowirElIgiMel
Desip Professionals. Inc,
TC .-UTH VVINE!30i,
lCiNATUIRZIE
'Tow"'?
%t,,i 4. 1540 SULLIVAN AVENUE SOUTH WINDSOR CONN� OW74
ARFA COOP SW I (M4 2511
CERTIFIED MAIL
January 12, 1998
Arturo Guerra 8& Helmar Wolf
989 Ellington Road
South Windsor, CT 06074
Gendemen:
Re: Appl #97-98P, Podunk Farm Parking Lot
At the January 7, 19% regular meeting, the Inland Wetlands Agency /Conservation
Commission approved appl #97-98P - IWACC permit for the construction of a ()I space
park'ng lot %vith associated driveway, storm drainage, landscaping, sedimentation
basin , I biofilter and associated grading on property located at 970 Ellington Road, A-20 &
FP zones (Assessor's map #48, parcel 55) as shown on plans prepared by Design
Professionals, Inc., Job No. 88-319 and dated December 2, 1997 This approval is subject
to the following conditions:
I One blueprint copy of the entire set of plans and this letter reproduced thereon, must be
submitted to this Commission. This must be completed withm 65 days of approval prior
to any construction activity on the site. Plans submined to planning & Zoning
Commission Shall be considered having met this requirement.
,L The application shali indemnify and hoid harmless the Town of South Windsor against
any liability, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire an January 7. 2003. It has been
fWA/CC's policy to notify landowner(s)/ applicantis) of expiring wetland permits
Rowever, it in the landowner(s)/ applicant(s) responsibility to track expiration dates and
notify the Commission of a renewal request at least 65 days prior to expiration
4. All approvals required must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6 We recommend a bond in the amount of $5,000 be submitted to the Planning 8; Zoning
Commission to ensure comphance with the Erosion and Sedimentation Control
Meastires.
7. As builts of basin/biofilter and benn shall be submitted.
8. An earthen perimeter berm is to be installed for additional erosion control included in
the site plan.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairman
r
'SOUTH WNDSOR
i PLAWING DEPT.
Zonihg Data Block
ZONE: RURAL RESIDENCE
(A-29)
REQUIRED/ALLOWED
PROVIDED
ITEM
Total Parcel Area
10.1 ac.
Lot Area
20,000 sq. ft. min.
440,000 sq. ft. min.
Lot Width
100 ft. min.
540± ft.
Lot Depth
150 ft. min.
780± ft.
Lot Coverage
15% max.
0.6%
Impervious Coverage
15% max.
9.8%
Building Height
N/�
N/A
Front Yard
40 f f.
40 f t.
Side Yard
40 ft.
40 ft.
Rear Yard
10 f t .
10 ft.
4 L
owipi ol-'south 'Aild4ol
1540 SULLIVAN AVENUE - SOUTH WINOSOR, CONN OW74
1* ok AREA COCE OW 1644-2511
March 13, 1999
Certified Mail
Arturo Guerra 8G llcImar Wo3f
989 Ellington Road
South Windsor, CT 06074
Gentlemen:
Re: Appl. #97-98P, Podunk Farm Parking Lot
We are pleased to advise you that the Planning & Zoning Corrirriission voted on FebrILEITY
24, 1998 to approve with modifications the above referenced application for a Site Plan of
Development for the construction or a 75 space parking lot for the Mill On The River
Restaurant on property located at 970 Ellington Road. A-20 & FP zones as shown on
plans prepared by Design Professionals, Inc., Job No. 88-319 and revised through
January 13, 1998. This approval is subject to the following modifications:
1. Prior to commencement of any site work, a meebrig must be held with Town Staff.
2. No building permits %ill he issued until the final mylars have been filed in the Town
Clerk's office.
3
This application is subject to the conditions of approval of the Inland Wetlands
Agency/ Conservation Commission, including a bond in the amount of $5,000.
4, An as -built plan is required prior to Issuance of a Certificate of Occupancy per
Section 8.1 10 of the Zoning Regulations.
6 A landscape bond in The amount of $2,000 is required and must be submitred prior
to filing of mylars.
7. All plans used nin the fiflud 11-., ` leve' malst bear the 3t--- -I ."th—4
signature of the Town of South Windsor.
8, White pines are to be added to provide screening on the westerly end of the parking
lot to effectively screen the residential areas and are subject to Architecture Design
& Review Committee.
0 A Lighting plan is to he siibmitted for the entire site and is to be reviewed by the
Architecture Design & Review Committee.
10. A l'-20'scale drawing of the driveway entrance is to be submitted to show that the
Town standards for driveways are met.
11. Pcdcstriari Actuated Flashers on a Waming Sign are required in both daectionu,
This is subject to the approval of the Connecticut Department of Transportation
12- The tollowin2 requirements must bc adhered to;
a. The new lot will continue to be used solely for employee parking to the maximum
extent possible.
b. On evenings where patrons are expected to exhaust all available parking in main
lots, valet and/or supervised parking will be permitted in the new lot.
As indicated by the applicant, the services of a public safety officer will be
retained on those everimp when patrons are anticipated to park in the new lot.
13. The number of parking spaces allowed is seventy -rive (75).
14. A waiver in accordauce with Section 13.21 has been granted
Black and white transparent mylar5 of Sheet 2 with the above modifications, together
with three blueprint Qopies of the entire set of plans must be submitted to this
Commission within 30 days to be stamped und signed. The letters of approval of this
Commission as well as the Inland Wetlands Agency/Consemation Commission must be
reproduced on the mylars.
After the Commission has signed the mylars. they will be returned to you for filing in the
Office of the Town Clerk After fAing these platis, a copy of the receipt must be submitted
to the Planning Department.
Very tnity yours,
PLANNING & ZONING COMMISSION
Frank A Castro, Chairman
FAC)/Pmm
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Design Professionals, Inc.
LJ)
OCT so 1998
SCUTH Wl%n� �fly-
%9R PLArtlaul
OWNERZAPPLICANT
HELMAR WOLF & ARTUR 0 GUERRA
989 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL. (860) 289-7929
SHEET INDEX
1 KEY MAP ZONING DATA BLOCK
2 SITE PLAN
3 SOIL EROSION &
SEDIMENT CONTROL PLANS
4 DETAILS
REV. APRIL 23, lciclO
5 DETAILS RZEV. JANUAR"r 25, I11clb
REV. 1�)ECEME31ER 51, 1111-1
OATE: DECEMBER 2, Iclar
SHEET 1
NIF
NnTFS- Eisx-*. MOU�XN
2.5' 10.5,
r
ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR
STANDARDS AND SPECIFICATIONS. N 65*52'38' W -7 -1413
TO HAVE 2 FT. SUMPS. 11ESSENCER, 141, 2
-29
2. ALL PROPOSED CATCH BASINS ARE 5,
3. THE ENTRANCE DRIVE TO TH- PROPOSE- PARKINIG3 LOT 4ZWAI I WAVF A 1 1/2" UP AT ROUTE .30.
CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
4.
WN OF SOUTH WINDSOR I' RMC 1417
5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TO
AND/OR AGENT AND THE DESIGN ENGINEER. NXF kNi
S YL Wj' M. AHERIV
OT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET. I- RUC 2-14IJ
6. CATCH BASIN TOPS SHALL N
IF'
7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. N
AS I C'MOLA nPAINArF I I I >- [tl-� HELMAR WOLF &
8. UNLESS OTHERWISE NOTED R SPECIFIED, ALL
,nnki qWAH RE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF It 121VFR 1 �6 AR7UR0 GUERRA �OJ71`r CIrAIr
%.1UN--DIrxV\1 1 .1 , - PUU At-mm PAU,
RIDGES, AND INCIDIINIAL U/Vf\ 'D BACK 110 BACK
CONNEC11CUT "STANDARD SPECIFICATIONS FOR ROADS, B 1 -41 : LOCA 77ON OFAi Z,97RIAN \��
AC7ZIAMV SIGNAL qg�o��
CONSTRUCTION, FORM 814". OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION T
ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE WIF1 A 5HER CA BINE
DETAILS THAT UT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS. v7lF� 00 ANGLE 0 Ir k AND PUSH BUTTON
N OF UNL�
11nFTT
F
/ L -Y
OF CONNECTIC F1 L- , 5 'A, 1. W THIN R. 0. W
TO BE CLEAN MATERIAL.GARK IN �A
nXq 04- 7hT
& CLAUDETT C DETAIL "A
9. MAXIMUM SLOPE OF FILL TO BE 3: 1. AU FILL MATERIAL KOS7EK IR . UCn COMPANY
"CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT NO SCALE
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION
TO SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES, / APPROX. LOC,
OR CONTRUCTION WASTE MATERIALS
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION ANIA/'G OF EXIST .61GN
OR DEBRIS, COMBUSTIBLE 0 TES, INCLUDING BRANCHES, (PED X-ING)
MATERIALS OR BY-PRODUCTS, YARD WAS S TING/
R NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, P
LIMBS, BRU�H RUB�,' J,
. T
TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OREMIN
A�D
-COMBUSTIBU�;
FROM LAND; NONPUTRESIBLE SOLID WAST -SOUDS OR UQUIDS4
INCLUDING PUTRESIBLE SOLIDS, SEMI
ES, COMBUSTIBLE OR NON Qj
RIJLKY RUBBISH OR REFUSE r
ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED\ 0 1 a
10. ALL STUMPS TO BE CHIPPED
FROM SITE, NOT BURIED.
TILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATIO�- O�
11. EXISTING U TI K
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUC 0
TACT "CALL BEFORE YOU DIG' AT 1-800-922-4455.
BEFORE EXCAVATING, CON *09 4 1
12. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED x I I
S SHALL BE USED ON ELLINGTON 4
To ACCOMPLISH CONTROL, AND MECHANICAL SWEEPER
UST BUILD UP. x 50.3 ........ . . .. ...............
. I X 45.4
ROAD WHERE NECESSARY TO PREVENT D ........ Ilk
N WERE FIELD VERIFIED ....... N I i *J8
13 THE SIGHT LINE DISTANCES DEPICTED ON THE SITE PLA ...... 7,d'
4 - .1 - 12 /T SER WCE
4PPROX. PROPOSED
�OCAnoAt OF PEDESTRIAN
ACTUA7EV 51CINAL
WIfLASHER CABINET
AND PUSH BUTTON
W77HIN R. 0. W
2- RMC 14/7 4-14IJ
ON .3/3/97 BY DESIGN PROFESSIONALS, INC. LL' ...... ..............
RALPH 8- WLLIAM,5-
:7 OF EVSVNG CROSSWALK
7 ..... j ........ ............. . ......
PROPERTY L NE -IS -LOCATED
R X 56.5 70 9F REMO V
4IK---RI-VQ (See Note f27)
14. WETLANDS LIMITS DEPICTED HEREON WERE FIELD LOCATED AND DELINEATED ....................
ALONG CENTER OF POD0
BY JOHN IANNI.
EXIS77AIG CROSS WALK
15. ALL FIELD M j . . . . . . . . . . ......
EASUREMENTS WITH RESPECT TO BOUNDARY DETERMINATION ............ j ......... Slays,. To BE REL OCA 7ED
7-0 PROPOSED CROSSWALK
CONFORM TO "A-2" STANDARDS OF ACCURACY. ................................ (See Note f28)
.......... LOCA nON
............
16. PARCEL N/F UNDER THE CONTROL OF HELMAR WOLF AND ARTURO GUERRA.
L......................
........ tE
17. PARCEL ZONE IS A-20 AND FP.
T
BE ........... 2�
18. STORM DRAINAGE PIPES WITHIN PROPOSED PARKING LOT SHAH ................
12" PVC ASTM D-3034 SDR-35 OR ASTM D-3033. t . ...... %4
...............
SIGN AT ENTRANCE OF PROPOSED PARKING LOT SHALL READ: ......
..... . .. . T BIT
"AUXILIARY
19.
Ti
PARKING ONLY .......... A
41 H. ...........
FINAL LIGHTING FIXTURE LOCATIONS TO BE DETERMINED ".: ...... ...
T F hi'72
20. BY QUALIFIED LIGHTING CONSULTANT. 0 z
PMENT WAS
N
21. TOPOGRAPHY IN THE AREA OF THE PROPOSED DEVELO B.
FIELD VERIFIED AND MEETS T-2 STANDARDS OF ACCURACY. ROSERT J. &,CYNTHIA, GAKIK .42
h rF
'�POSED $16N Up
k EX 6RA Wt "WOOS" PR
22. AREA OF PARCEL: 427,190± S.F. OR 9.80± ACRES. V//
ENTS FOUND OR SET ARE DEPICTED HEREON. DMW G SEE INOTE#24,,
23. ALL MONUM
MULCH BED
THREE OF THE EXISTING TREES LOCATED WITHIN THE PROPOSED ENTRANCE
24 TING TREES IN
DRIVE SHA D. HOWEVER, THE REMAINING EXIS
VED To OBTAIN SIGHT DISTANCES
THE AREA �LL BE REMOVEI UP
_NEED TO BE REMO 59.4 1 1/2* 0�
WILL NOT >147.1
DEPICTED ON THE PLAN.
PROPOSnb
ACES. HSO STOP BAR
25. NUMBER OF PARKING SPACES AS DEPICTED IS 75 SP Lot
26. ALL HANDICAP PARKING FOR THE MILL ON THE RIVER RESTAURANT 60.0
WILL BE LOCATED WITHIN THE EXISTING PARKING LOTS ON THE No. ZJ48
PROPOSED
EAST SIDE OF ROUTE 30. N�F ONG OAR SIGN
EXISTING CROSSWALK ON RTE. 30 MUST BE ERADICATED UPON HARRY R HA Y HSO SEE
27.
COMPLETION OF THE NEW PARKING LOT. PAINT To BE REMOVED
BY SANDING; NOT PAINTED OVER.
28. THE EXISTING PEDESTRIAN CROSSING SYMBOL SIGNS ON RTE. 30 GNALIZED %
NEED TO BE RELOCATED To THE NEW CROSSWALK. SIGNS TO BE SI CH BE
WITH PEDESTRIAN ACTUA CIkIr-, 'zir-w
9. V5 5'
TED FLASHERS (SEE DETAIL ON SHEET #5).
461S+' NORTH Y 44. zzwi I n
THE EXISTING ADVANCE Ftutz� I KIAN r L FiA IL
381±1 SOUTH OF TI 'A
AND , C 1 MF
AE PROPOSED ROSSWALK LOCATION MEET THE 1\ 1, "
DARD (375 MIN.) AND DO NOT NEED To BE RELOCATM 7HE CtI (TYP.
CONNECTICUT D.O.T STAN 1ALS, INC. DRAINAGE EASSI(ENr FA 140�?
DISTANCES FIELD VERIFIED BY DESIGN PROFESSION SOU7H WNDSOR C0NS7RUb\flON COMR�Ny IELb
52.5
FL�W
8 CIS
-A
100 YR. rLv- U
NIF
DA NIEL DORA 0. SEVIGN M TA
:A�
6.
CB#4
m s
5
56.
SHIE D 54.
CB#5
LAMP
52.5 (TYP.
A r-
3/4))C
PUSH BUTTON
1-+-3.1 0 H -1.3- 1/21)
NJ
1 .3
F1 T 3/4"C
TO ACTNATE_1
3.6- 1.5 1/2))
3/4 It
WARNING
2.6 -3.5 -------- 3/4"C
FLASHERS 1/21)
2. F-I 4.2 1-1 Z 1 /4
1-4 b I/z
V 2.6 1- CROSS - L.0 - - 111C
3.2-1 -2.4-1 -3.2 1/21'
26
TH
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1 )1 C
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1/4!1 < 9 > R=1 1/2
1/41) neramals reart-pb3arit eiclhth LO-arl in
STATE OF CONNECTICUT
()EPT. OF TRANSPORTATION
BUREAU OF HIGHWAYS
57UN OFFI
Copy r. 13ORDER VLACK PLAIN '1/2
Scale
BACKGRIDUNU*- -ILVEA ENCLOSCO LrNS
LOCATION r-ODE
ENO OES15wev M-101C.
/1-, APPADVEr
7E. NEW SIDEWALK 70
BE lusTALLED WTH EPDXY
OR PREFORMED PLAS77C
MA 7ERIAL. SIDEWALK TO BE
HANDICAP AcCESSIBLE
AT ELLINGTON RO. W TH
NO CURB AND MAX. 1.'12
GRADIAiG BAR TYPE
CROSSWALK (24'�-24XfO)
s TA 7F YA IN TAINEO
SNET 00.
No. 2347
EA
I "\ 1,
FLARED END
INV. 44.50
A\
PLUNGE POOL
Q u
S
4V
ce
0
STRU
NUMBER
TOP OF FRAME
ELEVATION
INVERT
ELEVATIONS
STRUCTURE
TYPE
�-CBJ
54.50
49.58
TYPE 'C' CATCH BASIN
PCB 2
52.00
48.32
TYPE 'C' CATCH BASIN
PCB 3
52.00
TYPE 'C' CATCH BASIN
PCB 4
52.00
45.71
TYPE 'C' CATCH BASIN
PC8 5
54.50
47.61
JYFL U UAICH BASIN
PCB 6
53.50
47.67
TYPE: -u- CAI'CH BASIN
SED CHMBR
3/-.UU
45.71
SEDIMENIAHON CHAMBER
45.58
STORM MANHOLE WITH 2' SUMP
FES#1
1 44.50
44.50
15" CONCRETE FLARED END
NIF I '.. \ "I k I
WX IELD
N P
D A/ "Irk 55.1 N PS (STAGGERED)
% 44. :-. -", , 11
Y SEWER EASEMENT IN FAVT
OF TowN tir' SOUTH WINDSOR. S?
%
iG-iRON PIN .35"'
IS Y XJNE
2- C�USHED STONE LAM
EASETXERN OF PROPWIP, (TYPP
12* Hlyli x 6' WIDE
V 00.
A
SUET 00.
No. 2,546
CATTAILS,
MIXTURE OF
R, BULRUSH,
CARDINAL FLOWER x
OUR -REP AND BLUE 54.0 54.5
%\ FLAG IRIS.
CATTAILS SpACED 18* O-C.,,� RECESSED
B#2
C
',UPI
DOWN 6" BELOW RiPRAP Ltyr-L
4.4.5
CIA 56.5
C)
45.0
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T ERRY
GARY E & CLAUDE77E L. I M a
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K
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KOS7F
50
EXISTING RON PIN 0.29 %
EASTERLY OF PROPERTY UNE
242.,3+1
20670
I.P.
* - S 66*55J2� E
u
U"* X S 66 J9 34
x "X X
IVIF
EL 'N.
NIF I J4NICI
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jANEsE F. BOLDEN
NIF
US Structure
STORM Pipe
Infor nai�ln
I L)�s z:itructure
PCB 1
63 LF
12" PVCP
@ 0.02 FPF
L PCB 2
PCB 2
57 LF
12" PVCP
@ 0-02 FPF
I PCB 3
PCB 3
73 LF
12" PVCP
a 0.02 FP �--�PCB4
PCB 4
6) LF
12 PVCP
0 0.07 I'Il-
mnff I
PCB 5
63 LF
12" PVCP
4 0.03 FPF
PCB 4
PCB 6
65 LF
12" pVCP
@ 0.03 FPF
PCB 4
MH#11
36 LF
12" PVCP
@ 0.03 FPF
FES#1
SNET Co.
No 2J45
EX/S T SIGN
IS SIGN
14 Y -4 kinADV cZHP\/PY RESURVEY PREPARED FOR
RED IN ACCOR DANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
THIS SURVEY AND MAP HAS BEEN PREPA - "STANDARDS FOR SURVEYS AND MAPS IN THE
RDASIONS OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES GRAPHIC SCAM
NOTED, EXISTING UTILITY KMI T" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC THIS 80
sit 11 1. UNLESS OTHERWISE N AVAILABLE 6 417 REV. KMI STATE OF CONNECTICU CURACY CLASS A-2 AND TO VERTICAL . ACCURACY CLASS T-2. 40 0 20 4 1 0
-J"- LOCATIONS AS SHOWN, ARE BASED 0 5 10 SURVEY CONFORMS TO HORIZONTAL AC
(A 0 SHOULD
to T INFORMATION. ALL EXISTING UTILITIES
40 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 3/10/98 AS PER LANDSCAPE CONSULTANT RECOMMENDATIONS TO THE BEST OWLI�DRQF TIALLYCORRECT ASNOTED HEREON.
to ELH ,,-,AND BELIEF, THIS MAP IS SUBSTAN IN FEET
- 9 AS PER P&Z APPROVAL CONDITIONS
bD tn TO 13E STAKED IN THE FIELD 3 2/25/98
Z. " 2. ALL UTILITIES ARE
0 4� 1/13/98 S PER LIGHTING CONSULTANT DESIGN AND COMMEN ELH 1 inch = 40 ft.
00 BY A LICENSED LAND SURVEYOR PRIOR TO 2 12882
CONSTRUCTION. TOWN STAFF COMMENTS ELH
1 12/31/97 AS PER LIC, No.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE BY RIC MARTEL
IMPRESSION SEAL AND ORIGINAL SIGNATURE DA TE DESCRIPTION
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
LEE-QUM-
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
PROPOSED STORM MANHOLE
EXISTING SANITARY MANHOLE AND PIPE
PROPOSED SPOT GRADE
EXISTING CONTOUR
PROPOSED CONTOUR
860-291- 8/bo [Duu
HELMAR WOLF and ARTURO GUERRA
SHTE PLAN
esign DEPICTING PROPOSED AUXILIARY PARKING PROPERTYat 970 ELLINGTON ROAD
Is. DESIGMELH 1DRAWN.-SR8 CHECKED`
&rofessiona Inc.
I /0,y /Vo.: 88-J19 1 DA TE.- 121219 7 CONMCTICUT
N Civil Engineers - Planners - Surveyors - GIS SOUTH WINDSOR
I cticut 06074 DRAPWIVG /Vo.: D.- \J08\88jjqkj19-PARKA
165 south satellite road - south windsor - conne
SHEET
'7
ck
mw
'�n' - ,
AA
f
I m"T �'. I � R
A 'e
.0� IIISZ.
t Pr
kv,
SEDIMENTAIION AND EROSION CON
A
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BA
IN CONFORMANCE WITH *GUIDEUNES FOR SOIL EROSION AND
THE SOIL CONSERVATION SERMCE. SUCH MEASURES SHALL F
PERMANENT VEGETATION IS ESTABLISHED.
2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT CC
"I HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END J
4 ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED 0
WOODEN STAKES PER BALE.
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IM
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY
6 ANIT-TRACKING APRON SHALL BE INSPECTED REGULARLY TO
TO OR REPLACED AS REQUIRED. AND CONTRACTOR WILL BE
AGENCY.
7 EROS40N AND SEDIMENTATION CONTROL MEASURES WILL BE I
REQUIRED
8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL I
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADI
POSSIBLE.
9 ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMN
RECEIVE MULCH AND TEMPORARY SEEDING IN ACCORDANCE
FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH: RATE;
HAY OR STRAW 90# / 1000 S.F
TEMPORARY SEEDING: RATE:
PERRIENIAL RYEGRASS 1.0# / 1000 S.
BE INSTAL
10. ADDITIONAL LRUV(JN QUN1XM MLAWMLZ1 ZIMALL t5L
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER L
11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COMI
12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUI
13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFOF
CONSTRUCTION SEQUENCE
1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND
MEETING WITH THE TOWN OF SOUTH WINDSOR
-OUT THE LIMITS OF CLEARING
2. THE SURVEYOR SHALL STAKE
3. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SH,
CO-ORDINATE WITH THE PROPER AGENCIES FOR RELOCATION
4. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES
5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DEI
6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCK
ON THE PLANS. RING SOIL STOCKPILES WITH SILT FENCE IMI
VEGETATION ON SO4L THAT IS TO BE STOCKPILED FOR LONC
SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS.
7. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE
SEDIMENTATION CHANNEL AS SHOWN ON THE PLANS. IMMED
MULCH OR BY HYDROSEEDING. SEDIMENTA11ON AND EROSI%
MAINTAINED AS CONSTRUCTION PROGRESSES. THE SEDIMENT
PRIOR TO THE INTRODUCTION OF STORMWATER.
8. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASIN�
AS SHOWN IN THE DETAILS.
9. PREPARE SUBGRADE FOR PAMNG AND CURSING AND PREPA
FOR LOAMING AND SEEDING.
10. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH
SCHEDULE.
ESTIMATED START DATE FOR CONSTRUCTION
ESTIMATED COMPLETION DATE FOR THE PRO
SEEDING SCHFDQI F
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 1
OR ECKJIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RA
POUNDS PER 1000 SO. FT,
PERMANENT VEGETATION COVER
SEEDING DATES. APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPT
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
aiEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,ODO SQ. FT. OR 45 POUNDS PER ACRE
AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-2
TEMPORARY VEGETA71VE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OC'
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 % FT. OR 40 POUNDS PER A(
AT 2 TONS PER ACRE.
1. SET POSTS AND
ANGLE POSTS EXCAVATE A 6*x6' TRENCH
5* UPSLOPE UPSLOPE FROM POSTS.
FOR STABILITY' POST FE
AND SELF-
CLEANING.
12" MIN.
3. ATTACH FILTER FABRIC TO
FILTER THE WOODEN POSTS AND EXTEND
FABRIC IT INTO THE TRENCH
4 Co
BA,
_00N OF SYNTHETI
CONSTRUIC
N. T '3.
-0 -<x REVISIONS 860-291-8755 SHEET
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY 6%[MD
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE GRAPHIC SCAU __10L Lmro LAH HELMAR WOLF and ARTURO GUERRA
INFORMATION. ALL EXISTING UTILITIES SHOULD
00
THIS PLAN IS FOR SEDIMENTATION AND 40 0 20 40 80 esign FRD
002 BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 3
ID .
9 Ch OPER T Y a t 970 EL L ING TON R 0-A D
0, (A 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD I qEsnm ELH CHECKED:
BY A LICENSED LAND SURVEYOR PRIOR TO EIJI EROSION CONTROL ONLY, AND IS NOT TO IN FEET &rof essionals, Inc. IDRA WN: SRH
CONSTRUCTION. 2 1 2/25/98 AS PER P&Z APPROVAL CONDITIONS I inch = 40 ft 0 JOB NO: 1212197 5
1 12/31/97 AS PER TOM STAFF COMMENTS ELH
3. THIS PLAN IS INVALID UNLESS IT SEARS THE BE USED FOR UTILITIES CONSTRUCTION. I Civil Engineers - Planners - Surveyors - CIS IDAT SOUTH WRNDOOR CONNECTRICUT
IMPRESSION SEAL AND ORIGINAL SIGNATURE 165 south satellite road - south windsor - Connecticut 06074 DRAwING No.: D.- \JOB \88JI9 �J19S&E.DWG mwmmmmm000
OF THE PROFESSIONAt FNGJNLER/SURVEYOR NO DA TE DESCRIPTION BY I
k-1 �-7K- '��7
77
777 rf r,77K, ��7
F-01
CONCRETE OR
BRICK INVERT
B
J� . i� ]'-� , * ", - r: -!
k.�N:Zj
AI
711,
q.O,
A
01
NOTES:
1 .
ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
fl
AND GROUTED NTH CEMENT.
2.
LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3.
IN SANDY SOILS APPLY DAMP -
FRI
Go
PROOFING ON ALL FOUR WALLS.
L
f
4.
RED BRICK NOT TO BE USED.
5.
N-iERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6.
WHERE MASONARY CONCRETE UNITS
A -
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
4'
4"
NO PROJECTION SHALL EXTEND IN
SIDE OF LIMITS.
PLAN
VIEW
7.
ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8.
PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
9.
PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
APPLICATION OF GRADE-,,
1'- 7 3/8
-1 8
-1--1
5/8" 4--8 3/4
-�VLAT� �PROSS-SLOPE
BRICK LEVELERS -
I
M
Uj
U-1
0:�.
--1 3 8
-2'- 8 3/4:�
3-5/8"
X
U-1
z
04
_ji'
0 in 0
V)
z
Uj
z Z 10
V)
Uj
X
_j U
-jT
<
, "
�-CLASS
'C'
CONC.
�u
Uj
OR PRECAST CONC.
-
BLOCK
'�- - I - I i
8"1- 3'-0" 4'-0.
'�'-CLASS 'C' CONC.
SECTION B-13 SECTION A -A
TYPE 'C' CATCH BASIN
`�,T.S
Fl:g�
gw
F lared End
::: 'o 11
Rlprop
Plipe bedding A
4egondin
2 - 1.5" Dia. 24.50' Dia. 0.75"
Handling ciles 1. 50" 2.125 1 50"
8" 1.50" 21.75" Diu.
0.'75*
6" 36" Dia.
48' Dic.
SECTION B-B
CAST
IRON
FRAME.
1. UNLESS OTHERWISE NOTED. EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DA TE
- FLOW
SECTION A -A
STANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE NTH
MAX. OF FOUR COURSES
OF CONIC. BRICK
14"X10" FORGED ALUMINUM
SAFETY RUNG MANHOLE
STEPS 16"O.C. TOP STEP
TO BE 4 BELOW FRAME
0
Z
0
PRECAST REINFORCED
E16"TYP
CONCRETE MANHOLE
ECCENTRIC CONE
V)
ED �ij
5`
ALUM.
V) of
<
>
STEP REINFORCED CONCRETE
MANHOLE SECTIONS WITH
>
of'v)
Lj Ld
"0 RING" JOINTS
Ln
of I>
5"
U.1
V)
z
A
4'-0" DIA-2 REINFORCED CONCRETE
A
MANHOLE BASE
3-5/8' z
FLOW
F
17'
VM
CONCRETE OR BRICK
MORTAR INVERT
6" 3/4" CRUSHED STONE FOUNDATION
SECTION B-B
PP-1N1P-r)PrP-F)
PPFrAl,'�T rr)N1rPP-TP-
NAANI[-401 F
I \ %--� 1 1 14 \-/ I \ L- I I
I V 1 1 14 1 1 N-1/ I
t J. T. S.
NOTE:
RIPRAP
SIZE
DIMENSION
I A I
MODIFIED
151,
INTFRMEDIATE
24"
ISTANDARD 1
36
4" min.
Filier Fa ric Processed gravel
RIPRAP INSTALLATION DETAIL
N. T. S.
15'
NOTE
1. The lower surface of the cover and the corresponding upper
surface of the frame shall be machine finished to provide a
smooth flat contact of fit, without any tendency for the cover
to rock or rattle.
N
23.875" Dio.
1" 1.25" 1.25"
0.75" 0 38" 1.25" 1.1 5 .
1 11 0.875* 1 1
1. 56" A
I
0.75" 1.125"
1.50 0.56 0.75" -1 0.56* 3.6875"
17" Dia.
SECTION A -A
CASTIRON COVER-
SION
DESCRIPTION
M-
M
M
"E"I "G" "H
FLARED END'
SEE DETAIL
4
FILTER F
�BRIC
SECTION X-X 6" GRAVEL (MIRAFI 1�40N O.A.E.)
18" INTERMEDIATE RIP RAP
PIP E
DI,I\M.
A
B
C
D
E
F
G
H
WT Rl�-RAP
IN TONS
15"
10'
7'
1-1,12'
1,
1,
4-1/2'
1-1/2'
3'
6
ENERGY DISSIPATOR DETAIL
R
'�ECTION Y-Y
DETAIL 'A'
D
nts DETAIL 'A' FOR USE WITH COR--
C (BARREL) B
RLIGATED IVIETAL PIPE 54" OR
SIOPE LINE-----'--71 1 MIN.
LARGER.
<
LWALL
(SEE NOTE 2)
SECTION X-X
END MEW
\-POURED CONCRETE CUTOFF WALL
OR PRECAST CATCH BASIN SUMP,
ANCHORED TO CULVERT END
FLARE
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
REINFORCEMENT
ONE LAYER ONLY IN CENTER OF WALL
DIA.
A
B
C
D
E
F
R,
R,
MIN AREA OF
LONOTUID,!NALS
MIN AREA OF
TRANSVERSE STEEL
SQ.IN.PER FOOT
MS0.1N.PER FOOT
-
12" 4" 2'-0' 4'- 3/8' 6'- 3/8" 2'-0' '-715/16' 10 1/4" 9, 0.0413 0.048
15" 6" 2'-3" 3'-10' 2'- 6" 2'-5/16"
V-112- ii, C.054 0.054
FLARED END
SECTION-
Q,
B
CAST IRON HANDLE
I
4 1- 6.5"
A
B
PIPE SIZE
WT.
I�FTTINQ MFTHQQ
22"
16"
12"
2 HOOKS
25"
17"
15 11
H v�,
CATCH BASIN TRAP-
N. T. S.
GRAPHIC SCALE
0
IN FEET
1 inch = 40 ft.
STREETS/
LAWN/
PAVED
AREAS
CROSS-COUNTRY
SEE PAVEMENT DETAIL
i
Min
Approved granular non -organic backfill
in one
0
7-7
material placed and compacted
12"
foot (max.) lifts.
C) 0 0 0
0
Warning tape per Conn. General Statute
0
section 16-345, as amended, placed 12"
(min.) to 24" (max.) above the top of
the pipe.
0
Bank Run Gravel fill
0
Sand Blanket placed and compacted
0
in 6" layers. No stone
larger than 1 1/2".
Material shall meet
Pipe, as specified D.O.T. M.02.05
Q.D
3/4" Broken Traprock
+
PIPE
3/4" Crushed stone bedding material
1 2 0. D.
in rock excavation or as directed by
PIPE
the engineer. The material shall
meet D.O.T. M.01.01.21 for 3/4"
19
6" Min.
stone. Backfill to centerline of
q <
pipe when using Polyethylene or
�7$
A.B.S. pipe.
I- J
00 -1-- 12-
12" Pi
TYPIrAl 1:�Tnr?NA n R.4 I Ni
I,-// Il- %1 1 -/1 NIVI L-.1 1 1.1 %11 It
TRENCH SECTION_
N. T. S.
NOTES:
1. Baffle construction to be of cost material with thru holes above outlet
flowline, or mortared cement blocks with weep holes above outlet flowline
2. See standard details for catch basin frame & grote. manhole frome &
cover, misc. manhole details, and typical trench section.
3. Aluminum steps sholl be installed at 12" vertical intervals from 12" (mox)
below top of frame elevation to 12" (max) above inside bottom elevation
at each access point.
4. Structure shall meet H-20 loading criteria.
PL.�N VIEW-
4" 1 Beam (9.5#/ft�- STD. TYPE "C" C.B. ADJUST TO GRADE WITH MAX
P FRAME AND COVER OF TWO COURSE OF BRICK
-7p CURB LINE
STD. M.H. FRAME
AND COVER OD 2'-8 3/4"
MIN L
2
j-
-10))
_1 t' 2f-1 5/8"t
L.Li
2'�l 3 8'-��o 1 - --� -i
M
1'- 1 <
1 DIAM. BUTYL >
T RUBBER SEAL
---\./OR EQUIV.
8" Li
HEIGJHT OF BAFFLE T: ALUM
EVEN WITH CL OF LLJ STEP
in
OUTLET PIPE U)
3'- 8"
1-00
8'- 0 6
91-0�1 71-0#
SECTION A -A- SECTION 13-13
SEDIMENTATION STRUCTURE.
T
860-291-8755
DETALS
esign
ofessionals, inc. Df -Slay.- EL H DRA W.- El H CHICKED.-
0. Civil Engineers Planners - Surveyors - GIS JOB A10.: 88-J19 I DA TE.- 1212197
1 65 south satellite rood south windsor - connecticut 06074 DRAWNG NO.: J19-DETAILS.DWG
HELMAR WOLF and ARTURO GUERRA
PROPERTY at 970 ELLINGTON ROAD 4
SOUTH WINDSOR CONNECTICUT
Z��
BALL DIAMETER + 24"
REINFORCED RUBBER HOSE AT
FIRST BRANCHING
#12 WIRE - NEW GALVANIZED
ANNEALED
CREPE PAPER TREE WRAP TO
SECOND BRANCHING
FLAG
2"x2"x8'-0" TREATED STAKE
FOR TREES LESS THAN 3" CAL.
2 OPPOSITE
2" SHREDDED BARK MULCH
TURNBUCKLES - 1 EACH STAY
WIRE FOR TREES 3" CAL. AND
OVER
REMOVE BURLAP AND TIES FROM
TOP 1/3 OF BALL
3 2 " x2%30" WOOD STAKES FLUSH
WITH GRADE FOR TREES 3" CAL.
AND LARGER
BALL DIAMETER
+ 12"
PLANTING-
N. T. S.
Y2..
I CONC' tZERT STANDARD 14-
THW-AD. FLAT HEAD SOL T. RECESSED
IN PLATE COVER 25 Y4" O.C. 27"
IN!SCRTS TO HAVE CLEANOUTS L A' 4
12-N3 RzEtWOKING RECES FOR PLATE
DARS RED C".T WW ADAPTER
J'A
M -
'A r!X,
"Y
4
CCE
'V� 11
L
E
CRUSKO vw
r r I
Ys- mm�
24' MA)L
7' L NON S—KID FLOOR PLATE
GAL
_VANQED STEEL
12"
DLA. C3 REQO)
CONCRETE HANCHOLE TYPE X
CLASS "C" CONCRETE REC(MZED
LOCKM
OEVIrE
30" se BMTS 24*-
211- S.
T__ L
23 y2" Sq" CAST IRON KMOHOLE COVER
.MCESS
R.ikr— SVIELP
PLAN VIEW 2 3 f/4
1/2" REMS FOR
NA40HXE COVER1 A
4- P.V.C. (WWRE-
RrQtmtcD) INSULATMG RONOM BUSIOC
PAVEMENT-i HANDHOtE COVER
NON SKM rLOOR PLATE
CALV^IAZED STEEL
24' HANDHOLE NOTES-
114- mm.
36- 'L UNUSED OPENINGS Or HANDHOLE To BE
MIN. SLOCKED ON THE OUTSIDE InTH PLYWOOD
1AP-f 12- z GROUT AROUND ALL COMM73
CONNECTICUT
WIERE CALLM CRUSHM STONE
FOR ON PLM ONLY DEPARTMENT OF TRANSPORTATION
BUR- OF ENGINEERING & HWY. OPERATIONS
CONCRETE HANDHOLE DIVISION OF TRAFFIC ENGINEERING
CLASS "A7 CONCRETE RECUIRED TYPICAL CUNCRETE
HANDHOLES,
DATE: 2/95
SCALE - M04E L.. .—I 1— 9--
Fx� --m - I
U x I UNLESS OTHERWISF NOTED, EXISTING UTILITY
I, C, LOCATIONS AS SHOM, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
"164111111,., OF THE PROFESSIONAL ENGINEER/SURVEYOR.
PLANTED AREA:
BAYBERRY &
WINTERBERRY
3" HIGH EARTH SAUCER (TYP.)
2" SHREDDED BARK MULCH
REMOVE BURLAP AND TIES
FROM TOP 1/3 BALL
1" SHREDDED BARK MULCH
GROUND COVER BEDS
COMPACTED SUBGRADE (TYP.)
PLANTING SOIL MIXTURE (TYP.)
,9GN A
I
x
STANDARD TRAFFIC SIGNAL TO BE YELLOW 8" (200 rrm)
1V2 f40) "Lr' BOLT CLAMPS (TYP.) LED LAMP W/TUNNEL VISOR. (HCJSING 70 BE 14IN710UM
OF 12" (300) FROM NFARF13T Ff)rF OF SICK)
�In�_ I V2" (40) R161D METAL CONDLAT, 14/3
-,,—ELBOYi FiTTNG
ENO CAP---"
"T" FI'TING
(100) 14/3 CABLE IN Y4" (19) SEALTIGHT
— — — — — — 11-IT —
'T t
t
A- I '13"FOR 60"X 60"SIGN
C460 FOR 1500 X 1500 SIGN)
15,1 FOR 48"X 481, SIGN
(385 FOR 1200 X 1200 SIGN)
A A FOR OTHER SIZE SIGNS- TO BE
DETERMINED BY THE ENGINEER.
TYPICAL WARNING SIGN (41-2217)
48" (1200) X 30" (750)
SCE TYPICAL SIGN
SUPPORT & SIGN
PLACEMENT DETAIL
SHEET FOR
MINIMUM OFFSETS
12"
6'
CATTAILS SPACED 18" O.C. RECESSED
DOWN 6 BELOW RIP RAP LEVEL
CHANNEL SHALL BE A
F-50% TOPSOIL AND
50% COMPOST MIXTURE
10,
2" 11 CRUSHED STONE�
6'
SEDIMENTATION CHANNEL DETAIL.
N. T. S.
DIMENSONS ARF IN FNGLISH I%")
ANC IN METRIC UN17S (mm)
(1500)
0.9 Ii r'(25) R'GIC METAL CONDUIT. FILENAME
7'-Cl. 11 2-08 SERVICE #8 ARMORED
(2100) 5POLIND CABLE CONNECTICUT
DEPARTMENT OF TRANSPORTATION
*AX IC-015 X .3000) RUR. CF ENGIW.ERING & HWY. OPERATIONS
GROUND ROD DIVISION OF TRAFFIC ENGINEERING
TYPICAL FLASHING SIGNAL
EDGE OF SHOULDER SCALE - NONE FOR WARNING SIGN - TYPE A
AT MID BLOCK
AND UNSIGNAL17ED
INTERSECTIONS (EXCEPT
ALL -WAY STOP
CONTROLLED
INTERSECTIONS)
STA"DARD —7
CROISSWALK
low W LENGTH
16"" WOE SM
161, WOE SPACE
2' Typ.
jF I
SHOULDER L114E I
12
A —
PLANT LIST
SYM. QTY. TECHNICAL NAME
DECIDUOUS TREES
BID
2
BETULA PLATYPHYLLA 'WHITESPIRE'
ms
1
MALLS 'SPRING SNOW'
PB
1
PYRUS CALLERYANA 'BRADFORD'
EVERGREEN
TREES
PS
65±
PINUS STROBUS
DECIDUOUS SHRUBS
EA
50±
EUNOYMUS ALATUS
IV
30±
ILEX VERTICULLATA
MID
30±
MYRICA PENNSYLVANICA
EVERGREEN
SHRUBS
JSG
50 ±
JUNIPERUS CHINENSIS 'SEAGREEN'
is
40 ±
JUNIPERUS CHINENSIS 'FITZER'
PERRENIALS
/GROU N D COVERS
HSO
30±
HEMEROCALLIS 'STELLA DE ORO'
- I _ --
TYPICAL SIDEWALK SECTION
N.T S
COMMON NAME SIZE
COMMENTS TIME TO MATURITY MATURITY
HEIGHT/SPREAD
MITESPIRE BIRCH
8'- 10' H T.
B&B
10 YRS.
30'/20'
SPRING SNOW CRABAPPLE
2"-2 1/2" CAL. MIN.
B&B
15 YRS.
22'/22'
'BRADFORD' CALLERY PEAR
2 1/2"-3" CAL. MIN.
B&B
20 YRS.
30'/20'
WHITE PINE 5' HT. MIN. B&B 40 YRS. 90'/35'
WINGED EUONYMUS
24" HT. MIN.
CONT.
WINTERBERRY
30"-36" HT. MIN.
CONT. 8 YRS.
9'/7'
BAYBERRY
18"-24" HT. MIN.
CONT. 10 YRS.
6'/8'
SEAGREEN JUNIPER 24" SPD. MIN. CON T.
FITZER JUNIPER 24" SPD. MIN. CONT.
STELLA DE ORO DAYLILY 1 GAL. CONT. 2 YR S.
DSOIL & SEED
(D1" BITUMINOUS CONCRETE CLASS 11 SURFACE COURSE
2" BITUMINOUS CONCRETE CLASS I BINDER COURSE
6" PROCESSED STONE BASE
6" PROCESSED GRAVEL SUBBASE
BITUMINOUS CURB AND
PAVEMENT CROSS-SECTION
N.T.S.
REVISIONS
8 6 0 2 9 1 - 8_7 5-fi
esign
&rof essionals, inc.
0
I Civil Engineers - Planners - Surveyors - CIS
165 -south satelUte road - south windsor - connecticut 06074
DETAOLS
4
10/28/99
PER CONN. DOT COMMENTS
KMI
3
3/10/98
AS PER LANDSCAPE CONSULTANT REC.
ELH
2
2/25/98
AS PER P&Z APPROVAL CONDITIONS
ELH
DE.51ov.- El-H
DRA wN.- EL H
CHECKED:
1
12/31/97
AS PER TOWN STAFF COMMENTS
ELH
JOB NO.: 88—J19
DA TE: 121219 7
NO.
I DA TE
DESCRIPTION
8 Y
DRAWA(G NO.. J19—DETAILS.DWG
9'-5"
T4'- 5[
- 1, -11, � I
— 3'- 2"
—7 �jJJJJJJJj.L Jill Illtil I I I I
Nil 111 7'-9"
4'- 1111 IN I I IFIIIII
MfTFF----
REFER TO ADJACENT VIEWS FOR DIMENSIONING
PAVEMENT ARROW DETAILS- N. T. S.
C�WH I TE�
ARROWS TO BE N TERE IN TRAVEL LANE
9
15*
6--
2
c"I
04
3" 1 YP
-7"
-MARKING FOR -
HANDICAP PARKING
N.T S
SHEET
BELMAR WOLF and ARTURO GUERRA 5
PROPERTY at 970 ELLINGTON ROAD 5
Z
SOUTH WRNWOR CONNECTRCUT