HomeMy WebLinkAbout02-49P_WESTVIEW OFFICE PARK_SULLIVAN AVENUE117es t vie Tv
Office Park
SITE PLAN OF DEVELOPMENT
lO.SI Sullr ���r� A en ue
prepared by:
0
N
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esign
rofessionals, inc.
■
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Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8737
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D 5— AIA H�a STREET rc
'F 194 qall BISSELL y DMM ASH ROAD
& oCOURT
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G LAKE STREET
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P
AYERS IL
MV MMM
tenet WYNOECOURT(PA)
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HERITAGE T•�n s j me 2 � ��F
miwxsxr �� Q��. DRI s��• 0 �;w) .J�'30�( H����/ hfly
LOCATION PLAN NOT TO SCALE
l.r�01&44
THESE DRAWIN65 ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO 5E USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRE55 WRITTEN PMM155ION OF DE516N
PRSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTCUT 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 OF MY KNOWLEDGE _ LIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MAR LIC. No.
1C
OWNER / �
WESTVIEW OFFICE PAR
1050 SULLIV,
SOUTH WIN
.Jo zz tl�
IWI��� c•�s �r
M4P
for
NIF ABUTTER LIST
88
4
11 SHARON DRIVE
GOLANGOS, JOHN JR. & CLAUDIA A.
89
1
1118 SULLIVAN AVENUE
DONAHUE, THERESE M.
89
2
1118 SULLIVAN AVENUE
DONAHUE. THERESE M.
89
3
1118 SULLIVAN AVENUE
DONAHUE, THERESE M.
89
4
1118 SULLIVAN AVENUE
DONAHUE, THERESE M.
89
5
1124 SUWVAN AVENUE
KLEMBA, JANE M.
89
6
20 HILLSIDE ROAD
ADANI, JONATHAN & HINDLE VICKI
89
7
28 HILLSIDE ROAD
DEMING, RAYMOND
89
8
254 SAND HILL ROAD
CHO, JIMMY C. & KYUNG, JA
89
9
63 MOUNTAINVIEW ROAD
CHO, JIMMY C. & KYUNG, JA
100
28
4 WAPPING AVENUE
BABELLA, CHARLES W. & SUSAN E.
100
29
110 LAVENDER LANE
LEONARD, SCOTT
ROCKY HILL, CT 06067
100
30
110 LAVENDER LANE
LEONARD, SCOTT
ROCKY HILL, CT 06087
100
31
1014 SULLIVAN AVENUE
PETRAITIS, ROSE D.
100
32
1024 SULLIVAN AVENUE
HALL, RALPH C. & MARY T.
100
35
189 WEST CENTER STREET
BLANCHARD & ROSSETTO ENTERPRISES
MANCHESTER, CT 08040
100
36
507 TWIN CIRCLE ROAD
BERKOWITZ, JEROME J.
100
37
99 EAST CENTER STREET
SOUTH WINDSOR DEVELPOMENT CO.
MANCHESTER, CT 06040
100
38
1841 KING STREET
LATH, ALBINA ET AL
ENFIELD, CT 08082
101
67
161 NEVERS ROAD
SOUTH WINDSOR, TOWN OF
101
68
6 GRAHAM ROAD
STRONG, HAZEL C.
101
69
14 GRAHAM ROAD
COLON, EPIFANIO & MARIA
101
70
35 GRAHAM ROAD
CUTLER, JOHN K. & IDA J.
101
71
62 AYERS ROAD
TUREK, VIRGINIA C.
101
72
70 AYERS ROAD
LONGO, GIOVANNI & LAURA
101
73
21 SUNSET TERRACE
FRANKLIN, RUSSELL III & MARIA F.
101
74
29 SUNSET TERRACE
THOMAS, BERNARD H. do CHRIS11NA A.
101
86
94 GRAHAM ROAD
BALDWIN, DIANE G.
101
87
86 GRAHAM ROAD
VANDERLINDEN, CLINTON T. JR
101
88
30 DEXTER ROAD
BARG, MICHAEL D.
LEXINGTON, MA 02420
101
89
72 GRAHAM ROAD
RICHARD, ROMEO J. & MARIA P.
101
90
50 AYERS ROAD
RICE, JOSEPH D. & NANCY S.
Zoning Data Block
ZONE: RESTRICTED OFFICE (RO
ITEM
REQUIRED/ALLOWED
PROVIDED
Lot Area
2 Ac. min.
1.89 Ac.
Lot Width
200 ft. min.
487.29 ft.
Lot Depth
200 ft. min.
386.21 ft.
Lot Coverage
30% max.
8.6%
Impervious Coverage
50% max.
43.3%
Front Yard
50 ft.
33.7 ft.
Rear Yard
50 ft.
N/A
Side -,'i'b
25 ft. min.
N/A
2,
6
I r!� PARKING REQUIRED:
'* �r-LISTING: 54 (INCLUDING 2 HANDICAP)
'°'` ih PROPOSED: 69 (INCLUDING 3 HANDICAP)
SHEET INDEX
COVER SHEET N KEY MAP
SITE IMPROVEMENT PLAN
TOPOGRAPHIC /EROSION
DETAILS
& SEDIMENTATION CONTROL
REV: SEPTEMBER 4, 2002
DATE: SEPTEMBER 14, 2001
SHEET 1
ZSGCALAG' r 0 900, y%Vjd;"'"3w1T
M: /J055/14I4/I4I4-I .VVi9
...MAW 1,r:,�,�,.,�,,t•�:�.. _ .... .,�r.a _,..._..�.����..�;�. e.::�ti.�,.,�,..��.,>�-��:y�:�.•:. ;;.;,�::��.�s,�: .�;.�r �.N;�:;�.��.�,:�,-a•~..s...:.•.. .. , - :�, ��.:.a-�,:,:::�va�.�.�,��.,�•�a...���.�,r�,,�.:s;,�:>.�:.��:..�r,.�Ay��,.,��.p:.�.n.�.....:��, .- ,. �:-• ,.��. �•�,.ris,t.�t:��. >�,..�,,ara�itaQta®.arrua�mtxa�vran,»x�csntir,inaux•fit�>i'.,vsr_ ..�...-emu..•
/ i �` ♦ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
TELEPHONE (860) 644-2511
/ .,'TYPE CL CB \`� NOTES:
TF 1. THIS MAP IS DEPENDENT ON MAP REFERENCES 1 AND 2.
NV.1160.874 (12"W) \ 2. HORIZONTAL DATUM - NAD 83
INV. 160.89 (12"S) �� CFRTIFIED MAIL VERTICAL DATUM - NAD 29
3. TOPOGRAPHY WAS FIELD VERIFIED IN AREAS OF PROPOSED DEVELOPMENT. ON THE REMAINDER OF THE SITE,
TOPOGRAPHY WAS TAKEN FROM MAP REFERENCE 1.
/ 4. AREA OF THE PARCEL = 82,385 SQ.FT. = 1.89 AC.
' September 16, 2002 5. PROPERTY IS SUBJECT TO A CONSERVATION EASEMENT NORTH OF AND INCLUDING THE UTILIITY EASEMENT TO
THE TOWN OF SOUTH WINDSOR. SEE MAP REFERENCE 3.
Westview Office Park Association, inc. MAP REFERENCES:
1050 Sullivan Avenue / \ South Windsor, CT 06074 1. PROPERTY OF WARREN E HOWLAND ET AL GRAHAM & AYERS ROAD, SOUTH WINDSOR CONN. SCALE 1 ?0-
=20
DATE 2-28-85 REV TO 4-10-87 LUCEK ENGINEERING ASSOC. ,INC.
Re: App11i02-49P, Westview Office Park Site Plan Modification 2• TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM WESTMEW OFFICE PARK BY THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORTATION INTERSECTION IMPROVEMENTS ON SULLIVAN AVENUE AT THE
72 " S I We are leased to advise you that the Planning & Zani Commission voted on September ]0, 2002 to rave
p g 1°'g `F aPP INTERSECTION OF GRAHAM ROAD AND AYERS ROAD SCALE 1:500;1CM=5M DECEMBER 1996 -TOWN 132
RCp i �Crj with / modifications the above referenced application fora Site Plan of Develt Modification.This
opmenP.L.S.
L BARON P 5 SHEET 1 OF 1 ROBERT J 132-123 SERIAL NO.J. . .
approval is to add l4 parking spaces on property located at 1050 Westvicw Office Park, RO, Zone as shown on PROJECT NO.
\
TYPE C CB V-PROPOSED BURNING BUSH plans prepared by Design Professionals, Inc., Job No. 1414dated September i1,2002,asrevised. This 3. PROPERTY OF WARREN E. HOWLAND - GRAHAM AND AYERS ROAD - SOUTH WINDSOR, CONN. SCALE 1 „- =100,
TF 161.09 \ TO MATCH EXISTING (TYP.) ,>> 9� approval is subject to the following modifications: DATE 3-7-85 REV. TO 3-29-85 SHEET 1 OF 8 LUCEK ENGINEERING ASSOCIATES.
INV 156.41 (12"I(1) Gj "Q
INV. 156.22 (J'L"E) ff.
I >9 1. Prior to commencement of any site work, a meeting must be held with Town Staff.
2. Final mylars must be filed in the Town Clerk's office prior to the start ofconstruction.
NA�83 PROPOSED
DRYWELL CB
/ � 3. Landscape bond in the amount of $ i,WU.00 required and must be submitted prior to filing of mylazs.
/
BUSH I \ 4. All plans used in the field by the developer must beat the stamp and authorized signature of the Town of
BOTTOM OELE ./ 155.0 Q PROPLED LIGHT POLE \ South Windsor.
67
BUSH MATCH EXISTING HEIGHT & T PE
PROPOSED /PAVED +' ` • �� 5. The Maintenance Plan for the parking lot drainage should be reproduced on Sbeet 2 90 that it will become a
� r ` permanent record.
�
LEAK OFF/ PROPOSED PAVED 1
/ �• l \ Black and white transparent mylars of Shect #2 with the above modifications, together with three blueprint LEGEND
PARKING (6) \ copies of the entire set ofplans must be submitted to this Commission within 30 days to be stamped and signed.
/ Q •• \ The letters of approval of this Commission as well as the inland Wetlands Agency/Conservation Commission
/ must be reproduced on the mylars.
/ �•� 1 \• \ PROPOSED 4' CONC. WALK
/ � 1 0 IRON PIN TO BE SET
! 4' After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the • EXISTING IRON PIN
/ / ! B/r /1/� �•• I \\ Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. El / 4?ht q�k 1 ern° Sincerely, MONUMENT TO BE SET
/ UTILITY EA EMENT s � EXISTING CATCH BASIN AND PIPE
REMOVE EXIST. Kevin McCann, Chairman
/ CONC. WALK � � i--
/ / I Ls� ��;
Planning and Zoning Commission PROPOSED CATCH BASIN AND PIPE
KMcG'kah
PROPOSED STORM MANHOLE
/ � G
BI CURB \ \ cc: Town Engineer
(T , `,� �• Chiel'BuildingOfficial EXISTING SANITARY MANHOLE AND PIPE
P.)
Assessor
REMOVE CURB \ Superintendent rshalofPollutionControl PROPOSED SANITARY MANHOLE AND PIPE
/ \ SAWCUT EXIST. PAVEMENT. � IZ \ FirereMars(tal
/ \ MATCH GRADE, SEAL JOINT \ Y Q + Y
� � 1 0
3 �W PROPOSED WATER MAIN AND HYDRANT
/ \ PROPOSED PAVED I z !< \ \
/ \ PARKING (1)
F FOUNDATION DRAIN
\ s SANITARY LATERAL
/ � 18" PINE �
- RESTRIPE PARKING ��
/ �`!rn / SPACES (�DD 2ND w WATER LATERAL
/ n !� /-- - I HANDICAP SPACE)
/ "15" PINE EXISTING CONTOUR
C) PROPOSED CONTOUR
\\16" PINE b I_ SURFACE DRAINAGE FLOW DIRECTION
3" TREE I ��� \c�
/ 12" PINE \ / 9��;
- ' MAINTENANCE AND OPERATION: THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO
EXISTING
HT
! \ / ¢ \ ' ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER SYSTEM. THE FOLLOWING
LE 16PINE
/ " \ 2 3 I �, MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND ADDITIONAL INSPECTIONS AND
/ V - \ Q/- Ci - MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE
LIGHT PO
o + \ , DEPOSITION OF EXCESS DEBRIS IN THE SYSTEM.
PIPE OUTLET LOCATION: THE PIPE OUTLET SHALL BE INSPECTED ANNUALLY AND CLEANED OUT SILT
AND/OR DEBRIS. ANY EROSION SHALL BE STABILIZED AS REQUIRED.
14" PINE _ / \/\ �CATCH BASINS/DRYWELLS: THE CATCH BASINS/DRYWELLS SHALL BE INSPECTED ANNUALLY. THE
CATCH BASIN SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS REACHES
BRICK /WALK \ ' ' - \ ` 1'. THE DRYWELLS SHALL BE CLEANED OF DEBRIS AS REQUIRED. NOTE: ONLY QUALIFIED PERSONNEL
12 RCP / \ �' SHALL ENTER THE CATCH BASINS AND DRYWELLS.
---____:-_-_-_ y - - 0 14" PI E / / �� _
' ` � � PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF TWICE PER YEAR. ONCE
/ TYPE C CB - / 17" PINE _ _ ,L b v . \ .16 \ IN THE SPRING SHORTLY AFTER THE END OF THE SNOW SEASON, AND ONCE IN THE FALL AFTER THE
/ TF 148.03 TYPE C CB /\ LEAVES HAVE FALLEN.
TF 148.04 PROPOSED 6'x8' 6" BIRCH\ CLEAN
/ ; DUMPSTER PAD / \ LEAKOFFS: THE LEAKOFFS SHALL BE INSPECTED 4
INV. 143.45 1 TAPE C CB OUT � . � TIMES/YEAR AND DURING HEAVY SNOW FALL EVENTS
/ TF 154.47 _ TO INSURE THEY ARE CLEAR OF OBSTRUCTIONS. LEAVES AND OTHER DEBRIS ARE TO BE CLEARED
/ INV. 151.71 / - \ FROM THE LEAKOFFS PRIOR TO THE BEGINNING OF WINTER.
W F.F. 162.56 - \ i - - - � ` � \ 16p \
PROPOSED ENCLOSURE 15 PI E / \ , \ `�• SNOW PLOWING: SNOW PLOWING SHALL BE DONE SO AS NOT TO OBSTRUCT THE LEAKOFFS. SNOW
SHALL BE PLOWED AND PILED AWAY FROM THE LEAKOFFS. IN GENERAL, SNOW SHALL BE PILED ALONG
IST. V PROPOSED PAVED / \ \ . \ `•� \\ THE OUTSIDE (NORTH AND WEST SIDE) OF THE EXISTING PARKING AREAS.
% I x gUMP TER PARKING (8)OT
AD
r+
15" PINEXISTING
E
-
\
PROPOSED
DRYWELL CB
W , TF=149.5 / /. BUILDING
BOTTOM ELEV. =145.5
+' 1 'PINE • �� �' +' `
d-
®`
PROPOSED BU KIING BUSH �` / TYPE CL CB
TO MATCH XISTING ) ' `` T� �T TF 151.18 \\
N ` tt Y� INV. 148.58 \
„ /V �� 50 F.Y. 0 c'� - - - 2�
Z I 15 PINE � t ________ ___-
PROPOSED LIGHT OLE x • / 1�tt '' - -\I 7 \ 2 '
MATCH EXISTINCy EIGHT &TYPE REMOVE CURB
SAWCUT EXIST. PAVEMENT.
MATCH GRADE, SEAL JOINT \
PROPOSED PAVED tip' n / / / �t1
/ I LEAK OFF
18" F.E.
d DRYWELL CB @ INV, 145.06 / • �� \ ,�' I I ! j / I I + j i'1
TF 142.74
BOTTOM ELEV. 138.58 ' - -18'= RCA
_0 TREE--__ 15 RCP I I I tltl I I I I I I I I \
- --- - --- 15°' CP
1_- �--
EXISTING PARKING = 54 SPACES (2 HANDICAP) SPAIy POLE 0 INV. 145.50 (18")INV. 145.47 (15"S)CH D
N 25°25�3q w -0' pg 4
PROPOSED PARKING = 69 SPACES (3 HANDICAP) ��'A TRANS INV. 145.58 (15"N) REMNANTS _ °
DBL TYPE CCB SNET#180 I INV. 145.55 (15"E) SULLIVAN AVENUE Tan -� 2.97
R=474.68
TF 141.33 rj
INV. 137.43 I/-� L=26. 1 g
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 DEPENDENT RESURVEY PREPARED FOR: SHEET
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE , ��; SSE ONPROdI�fi� ENT PLAN WEST VIE OFFICE PARK ASSOCIATION, INC.
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 20 0 10 20 40 a
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 2
&rofessionals ins
BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET) , i . DESIGN. DRAWN: RJN CHECKED: GBS/PRLYltD1lr17i VD 10,50 G AN\ AVENUE
Z'dN\ U15D
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE t 9/4/02 TOWN COMMENTS MHA 12882 1 inch = 20 ft. _9 Civil Engineers • Planners • Surveyors C�S JOB NO.: 1414 DATE.• 9114101 4
IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH V UNDS`®Ity CONNE1�11I(�ttJ 1!.
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No. 165 south satellite road south Windsor • connecticut 06074 DRAWING NO.: F.' 1414 1414-2.DWG
MWIM4 "41 "W6aw�...:,s
r,."rs..r .•-••. - _ ,..........:�s�""'-�y1,y,ate'.: �'Aiiii".�^"~eiAEE,•F.�f9iN.rLdWE!'�Gi74�'i9tGL..iriTfta:yi3�Wai'.790.Af,iiYL..�Gib+&Y'ar1,N�1ki1iVM�'�'i•G iY416..'..II,aa.L"gCiv .+r Y,i1M.{SFFC.�Er'Y..l1AX..b'!'a.<uTeM„itlllrYtEIILUZCiCF{.i.�..6.w..AdK'.i F:AEFtr .'S rY.:Y'iF :A.�'•ifi .sYr..v ;,:+°w4i31ddi;i3'.A,."G •.1+�i7ffi'7..
._::���+'mat^a�raer.�a�'xr�ssa+�tu::s��zs-:t�;�c,�� .. ..smax-:a,� enna,ays.�svw•a:.,:,sa�u��wer�:saroc:.:..nr��a:.�¢w.��awcmm:.v.roraamyracartarc- �;.�+.ror+�'_•..•^._� .. � .
TYPE CL GB NOTES:
/
TF 165.68 � 1. THIS MAP IS DEPENDENT ON MAP REFERENCES 1 AND 2. �Q 2. HORIZONTAL DATUM - NAD 83
INV. 160.74 (1,2' VERTICAL DATUM - NAD 29
/ N INV. 160.89 02'S) 3. TOPOGRAPHY WAS FIELD VERIFIED IN AREAS OF PROPOSED DEVELOPMENT. ON THE REMAINDER OF THE SITE,
% TOPOGRAPHY WAS TAKEN FROM MAP REFERENCE 1.
SILT FENCE (TYP.) / %T \ 4. AREA OF THE PARCEL = 82,385 SQ.FT. = 1.89 AC.
I 5. PROPERTY IS SUBJECT TO A CONSERVATION EASEMENT NORTH OF AND INCLUDING THE UTILIITY EASEMENT TO
\ THE TOWN OF SOUTH WINDSOR. SEE MAP REFERENCE 3.
6. NO WETLANDS OR FLOODPLAIN ARE PRESENT ON THE SITE.
'. 1, MAP REFERENCES:
PROPERTY OF WARREN E HOWLAND ET AL GRAHAM & AYERS ROAD, SOUTH WINDSOR CONN. SCALE 1"=20' DATE
2. 2-28-85 REV TO 4-10-87 LUCEK ENGINEERING ASSOC. ,INC.
TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM WESTVIEW OFFICE PARK BY THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORTATION INTERSECTION IMPROVEMENTS ON SULLIVAN AVENUE AT THE
INTERSECTION OF GRAHAM ROAD AND AYERS ROAD SCALE 1: 500;1 CM=5M DECEMBER 1996 -TOWN 132
\ Cp
\ \ I� `� /�` PROPOSED BURNING\QUSH �� ' �` 3, PROJECT NO. 132-123 SERIAL NO.5 SHEET 1 OF 1 ROBERT J. BARON P.L.S.
TYPE C CB
TF 161.09 \ \ �c TO MATCH EXISTING (TYP.) �j 9- PROPERTY OF WARREN E. HOWLAND - GRAHAM AND AYERS ROAD - SOUTH WINDSOR, CONN. SCALE 1"=100'
INV 156.41 (12 "1(!)
\ DATE 3-7-85 REV. TO 3-29-85 SHEET 1 OF 8 LUCEK ENGINEERING ASSOCIATES.
INV. 156.22(WE)
"8d PROPOSED -�
DRYWELL CB /
TF=159.0
BOTTOM ELEY./ 155.0
PROPOSED /PAVED
LEAK OFF"
BUSH 77
I PROPLED LIGF�T PaL I I \
BUSH w @TCH EXISTING HEIGHT 8i' PE `
®/ 2 PROPOSED PAVED��
PARKING �6) .tib ' LEGEND
TING ` fib ��� �• ��` I �\ PROPOSED 4' CONC. WALK IRON IN TONET
EXISTING IR
ON OPIN
BASIN
MONUMENT TO BE SET
EXISTING CATCH BASIN AND PIPE
0-0131s PROPOSED CATCH BASIN AND PIPE
/ / \ LIM, EA �EME _0- PROPOSED STORM MANHOLE
/ > REMOVE EXIST. EXISTING SANITARY MANHOLE AND PIPE
/ CONC. WALK --0 - PROPOSED SANITARY MANHOLE AND PIPE
G PROPOSED WATER MAIN AND HYDRANT
/ E\ BI CURB �- II `
_t
REMOVE CURB (T P) \` t I I I\ - F - FOUNDATION DRAIN
/ \ SAWCUT EXIST. PAVEMENV. I I Ilz \\ S - SANITARY LATERAL
\ , MATCH GRADE, SEAL JOINT \ I I I \ 1 \ - W - WATER LATERAL
131�w +--32r:1- EXISTING CONTOUR
PROPOSED CONTOUR
\ PROPOSED\ PAVED I z I \
PARKING (1) \
/ \ _ I I N \ SURFACE DRAINAGE FLOW DIRECTION
18 PINE ' I II RESTRIPE f PARKING \
�yC ` , SPACES (k,DD 2ND
I � f I H DICAPI SPACE)
(0 CO '4 5" PINE i
MAINTENANCE AND OPERATION: THE FOLLOWING MAINTENANCE OPERATIONS WILL BE REQUIRED TO
ENSURE THE PROPER AND EFFICIENT OPERATION OF THE STORM WATER SYSTEM. THE FOLLOWING
MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND ADDITIONAL INSPECTIONS AND
oil `� I \ MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING LARGE STORM EVENTS THAT COULD CAUSE THE
16" PINE ' \ .J I II#� - - - - - - - - - DEPOSITION OF EXCESS DEBRIS IN THE SYSTEM.
/ ►�, '� ` \ ' 13 TREE �� \� PIPE OUTLET LOCATION: THE PIPE OUTLET SHALL BE INSPECTED ANNUALLY AND CLEANED OUT SILT
/ L - - - - - -\ 0� k_�� Q, AND/OR DEBRIS. ANY EROSION SHALL BE STABILIZED AS REQUIRED.
�J \9 ,57��' CATCH BASIN S/DRYWELLS: THE CATCH BASINS/DRYWELLS SHALL BE INSPECTED ANNUALLY. THE
/ 12" PIRA CATCH BASIN SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS REACHES
H WELLS SHALL BE THE CATCH BASINS ANDDRYWE CLEANED OF DEBRIS AS REQUIRED. NOTE: ONLY QUALIFIED PERSONNEL
SHALLENTER
3 a PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF TWICE PER YEAR. ONCE
v,j I EXISTING �� \ J
\ �, IN THE SPRING SHORTLY AFTER THE END OF THE SNOW SEASON, AND ONCE IN THE FALL AFTER THE
/ LIGHT POLE \16" PINE I ` , ` . \ LEAVES HAVE FALLEN.
/
,Vj \ /�� �� X i z,16 LEAKOFFS: THE LEAKOFFS SHALL BE INSPECTED 4 TIMES/YEAR AND DURING HEAVY SNOW FALL EVENTS
\ U I ` , sr TO INSURE THEY ARE CLEAR OF OBSTRUCTIONS. LEAVES AND OTHER DEBRIS ARE TO BE CLEARED
FROM THE LEAKOFFS PRIOR TO THE BEGINNING OF WINTER.
(0/ SNOW PLOWING: SNOW PLOWING SHALL BE DONE SO AS NOT TO OBSTRUCT THE LEAKOFFS. SNOW
/ + 14" PINE �/ / ��\ I I \ SHALL BE PLOWED AND PILED AWAY FROM THE LEAKOFFS. IN GENERAL, SNOW SHALL BE PILED ALONG
THE OUTSIDE (NORTH AND WEST SIDE) OF THE EXISTING PARKING AREAS.
BRICK /WALK
12" RCP
/ TYPE C CB - 17" PINE '�Sp� _` r / \\ y \ ' ` ` ` • 16�
/ TF 148.03 TYPE C CB PROPOSED 6'x8' \\ CLEAN
i \
/ TF 148.04 6 BCHDUMPSTER PAD ' YPCB` / OUT
/ INV. 143.45 TF 1 47-` ` ./ /
INV. 51.71 `�/�
= ` w ; i - F.F. 162.56 `
PROPOSED ENCLOSURE S6� /
PROPOSED PAVED \ ` . J
w + E IST. ` PARKING (8)
/ GPM ER
W
w toyrin
> +r 1S&
' ' ` 13
15' PINE / ` ` ` / r' `�
(D EXIST.
' 'PROPOSED �p '� ' -154 `%(` - - -
SILT FENCE (TYP.) W I�DRYWELL Cr Sj., / BUILDING
t OTTOM Eft ?.144.� 1 "SPIN ''
'10 r--:SVR S \®r / ` , / TYPE CL CB
Tj / TF 151.18
CH r IS YP. `y y ry INV. 148.58 ,S O
QD
F _
y • \ `s gSFMF� / --J 50' F.Y. - - - - - - _
Z' / 15;/PINE ' - - - -152- - - - -`-I r----,r--_ D - 02.POS
' � ATCH EX NCB SIGH -4 TYPE Q �� '' / REMOVE CURB
- SAWCUT EXIST. PAVEMENT.
♦� ��, _6f� Q MATCH GRADE, SEAL JOINT / ++
1, / `� �" --_ _ i I �►
RYWEL
�
BOTTOM ELEV. 138.58' PROPOSE�,�AVED� �"
/ LEAK OFF
II �15
\ `��i / i� `�r`�!\`�� ., 18"\F`i•��'�• � > �ii�� - 1x � P _ 'cso o`�
1
II �'4I"'
SEED &MULCHGRASS BERM
12" LOAM -/DRYWELL\/i'-,INV. 145.0E
8 JRC2►183.5�BOTOT4M -- - _-61.it
TREE I '
PROPOSED SILT FENCE C_15" RCP 1RCP
SETTLING
\-
INSTALL HAY BALES OR` SPAN. )LE , \ ` - - ' INV.TF .5 50 ( - - - ` - - - - - - - - '
WRAP CATCH BASIN (TYP.)P_ _ O -~ '- �• •�
/1 ~ IN 1L. 145_47 � 1.�"S) CHD
Qc TRANS. SNET#180 INV. 145.58 (15"N�j - - - - - N 25°25'34" W REMNANTS 03 09 4
__
R-474.68
INV.-145.55-(15'E) Tan=1 2.97
DBL TYPE CCBA - _ _ _ SULLIVAN AVENUE
TF 141.33 L=26.1 9
INV. 137.43
z _< x
Z O�+ ��
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
12882
RICHARD P. MARTEL LIC. No.
1
9/4/02
TOWN COMMENTS
MHA
NO.
DATE
DESCRIPTION
BY
� 860.291 • 8755 � O p O A p (�. /� �jj�(� DEPENDENT RESURVEY PREPARED FOR:
e�J Gil t! U�uv
20 GRAPHI 0 scA 0 40 esi n o M0800b C�OMMOL pLAmr WESTVIE W OFFICE PARK ASSOCIATIQN, INC.
( IN FEET) rofessionals, inn. DESIGN.• DRAwN•RJN CHECKED: GgSIFRL n050 SULLUVAN AVENUE
I inch = 20 ft. 0 JOB NO.: 1414 DA TE 9114101
Civil Engineers • Planners • Surveyors • CISSOUTH WIINDS®R4 iC® `NN ECTEC TIC
165 south satellite road • south windsor • connecticut 06074 DRAWNG NO.: F.• 11414 i 1414-3.DWG
SHEET
3,
.V ._ .. , .. .-.., », .... ..._ .,. - ira.'iaGte�a:ntir7a.6i8`�&.;::_.s:+'.mz.:s:9t.5usiwtu' xr»..•,taGSSf4.':'sn't:ea:'x:r'aei::l3,u>.a'*.'AUws:se['-.,atL 71F7.'3i••,•.:..5't7R�1'^tnec:'MtA9aino?ge7r:'.diPnaelO.W"astax-=x«v(+�
�tolf'..' •',7.'^31LZAIfiA7KMlO°•'�"•�••b•eI.YG'R'xACS'�i:;:5er�':,�i.;i7O941i;.�Pilafilf^.Pdtl!il•AlIA�dRShcs v�:�eW91Rik. T':�eM:.w:II"':h7fCRitiit9�7JlNi.ffi.T'C'Anv►a1Lrt'.aae.. 2tvaL�Yafus.,VLi..naAEais,7rraiv�_axt..iW.-L.xurl�:t•ltta..rca s..ali;.Y7Pk.aMw.,..'s......tea;€7�iF'us:.ufS�,Adt&f:-tA^f 'Si..os.SF,. .�67T,.lE.'R. �d:'+T"�',,.r. �G..fiZ....S.:C;.'.87'76:'.'9'r..Yv7,F';:S'i.,5�;..x�.'R�St..,'.,..:s..:nai:e6�"�.'.[a.�wd:'..s�a'K,?H+
PAM
HEM
E
Fixture shall be by Kim Lighting, Inc.:
rite Archetype", AR model.
OR APPROVED EQUAL
Color, Black
250 watt High i'ressure Sodium
Dlatribution: type Ili
FULL CUT—OFF FIXTURE
4" square aluminum pole,
18' heiSht.
MATCH EXIST. HEIGHT.
Poured Concrtte Footing
Fixture must be grounded In
y� accordance with local code.
1 7-._0.311
Sk •
3SOIL & SEED
® ® ® ® Storm Sewer Structure
Flow Flow
Anchor with two 2"x2"x3'
Stakes in each bale.
1 JI
� J 1
�1 1" BITUMINOUS CONCRETE CLASS II SURFACE COURSE
2" BITUMINOUS CONCRETE CLASS I BINDER COURSE
Q 6" PROCESSED STONE BASE, MEET GRADATION M05.01-1.
® 6" PROCESSED GRAVEL SUBBASE, MEET GRADATION OF M2.06 GRADING B.
ALL MATERIALS ARE TO MEET CONN. D.O.T. SPECIFICATIONS FORM 814A AS AMENDED.
BITUMINOUS CURB AND
PAVEMENT CROSS—SECTION
FINISH GRADE STANDARD CL BASIN TOP
FRAME AND COVER
ADJUST TO GRADE WTH
rTo CONCRETE MANHOLE BLOCK
0
®®�
--"
T1
�t'60 °
D❑ ®®
®
® 131 ❑0
ad�
2" BROKEN STONE
e®
®
017®®9
® ®❑a
°
in®®®
e® ®
®®
A
1
4'
o
y°
o®®®®®®❑o
0 ® ®
®
®
❑®®
®
® ®❑0
0
rp
e®®®®®®®®®CIO
®
o a ® ®
ND
® ®CIO
8'-0" DIA.
8'-0" DIA.
2'
AJI Around
DRYWELL INSTALLATION DETAIL
NOT TO SCALE
NOTE:
DRYWELL TO BE ARROW 8 FOOT DIAMETER PRECAST — HEAVY DUTY
OR APPROVED EQUAL
o li a 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
rn 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 1 9/4/02 TOWN COMMENTS MHA
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY
Haybale Installation at Catch Basins
9"
a
15•
HANDICAP PAVEMENT MARKING
NOT 70 SCALE
;ADE
5" THICK CONC. DUMPSTER PAD--"
(SEE PLANS FOR DIMENSIONS) lY
DUMPSTER ENCLOSURE DETAIL
N.T.S.
PLAN
SECTION X-X
18" MODIFIED RIP
ANGLE POSTS 1. SET POSTS AND
A
A GLE O EXCAVATE A 6"x6" TRENCH
FOR STABILITY POST UPSLOPE FROM POSTS. SILT
AND SELF— FENCING
CLEANING.
]1L_ _ t,r r 12" MIN
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPACTED
TTT 1 TT� 7T�7T� BACKTFTITLL
--
�� I I I iI 11-11 i-n I l l l I I►-111-111=
I.� � �=� I Ill
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
M
FILTER FABRIC
\ (MIRAFI 140N O.A.E.)
6" GRAVEL
A
B
C
D
E
F
G
H
WT RIP -RAP
IN TONS
10'
10'
3'
1'
1'
5'
1'
3'
1 12
SETTLING BASIN
nts
1/2' SMOOTH STEEL BARS
4'X8' ❑PENINGS
SPOT WELD @ EACH J❑INT
TOP
PAVEMENT
5" THICK 4000 # CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
0 ° ° ° ° ° ° ° o\
COMPACTED SUBGRADE
9" THICK
PROCESSED STONE, MEET GRADATION M05.01-1.
DUMPSTER PAD DETAIL
N.T.S.
Q RAMP
CURB 1" PER FT. MAX SLOPE
SIDEWALK
PLACE EXPANSION JOINT
AT BACK OF CURB LINE RAMP
SIDEWALK OR AT SIDEWALK LINE.
GUTTER LINE
4 ' jl� i SECTION A —A
GRASS / \ GRASS
B B
L. - J
Q-.--j
PLAN VIEW
GUTTER LINE
SECTION B—B
SIDEWALK RAMP
NOT TO SCALE
TP -1
Depth Description Notes
0-6" Topsoil Roots to 7.5'
6"-40" Misc. Sandy/Gravel fill Sample @ 50"
40-102" Light Brown Sandy very fine loam
DT Ledge: ND
DT Water: ND
DT Mottling: ND
TP - 2
Depth Description
0-6" Topsoil
6"-24" Light Brown fine sandy loam
24"-80" Red Sand with Gravel
DT Ledge: ND
DT Water: ND
DT Mottling: ND
TP - 3
Depth Description
0-6" Topsoil
Type "C-L" Top
6"-20" Yellow Compact Silty Loam
with Type "A" grate 20"-28 Dark Brown Old Topsoil
28"-76" Light Brown Fine Sand
DT
Ledge:
ND
DT
Water:
ND
DT
Mottling:
ND
Notes
Sample @ 80
Notes
Sample @ 76
)EWALK
CURB
860.291 • 8755 DEPENDENT RESURVEY PREPARED FOR: SHEET
DC TALS
esign WEST VIEW OFFICE PARK ASSOCIATION, INC.
rofesslonals, inc. DESIGN: DI?AWV.•RJN CHECKED: GBS/PRD 1050 SULLRVAN AVENUE 4
0
Civil Engineers •Planners •Surveyors CIS ✓oB No.: 1414 DATE.• 9114101
165 south satellite road south Windsor • Connecticut 06074 DRAWING NO.: F.- 1141411414-4.DWG SOUTH ����`��� ®���������