HomeMy WebLinkAbout05-68P_ADVENTURE QUEST SITE PLAN-SPECIAL EXCEPTION_BIDWELL ROAD��•�q uminlll V
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civil engineers • planners surveyors
landscape architects • gis gps
165 South Satellite Road
South Windsor, CT 06074
860.291-8755 Fax 860-291.8757
www.designprofessionalsinc.com
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FINIAL PL N$
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NOTES:
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR ?ERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE 'ROFESSIONAL ENGINEER OR SURVEYOR.
APPLICANT:
CRAIG DOUGLAS NATION
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 982-7500
v
8
u
N I 0 0' ABUTTER LUST
MAP
LOT
NAME
MAILING ADDRESS
46
8
KARAPANOS CONSTANTINOS, NICHOLAS
855 JOHN FITCH BOULEVARD
46
16
TOWN OF SOUTH WINDSOR
1540 SULLIVAN AVENUE
58
13
PRIOR, JANET S.
1042 MAIN STREET
58
16
SMITH, SHIRLEY W.
580 CLARK STREET
58
19
PRIOR, JANET S.
1042 MAIN STREET
59
1
J E SHEPARD CO.
200 SULLIVAN AVENUE
PO BOX 415
EAST WINDSOR HILL, CT 06028
59
3
MAY DEPARTMENT STORES
611 OLIVE STREET, SUITE 1
ST. LOUIS, MO 63101-1799
59
5
SAFFIR, LEONARD & BEVERLY R.
11 TANGLEWOOD ROAD
WEST HARTFORD, CT 06117
59
6
BRIDGES, ROBIN K. & COLBY E.
240 NEWBERRY ROAD
59
7
KRAHULA, JOSEPH L. & MARTHA M.
214 NEWBERRY ROAD
59
14
DIONNE, NORMAN & ALICE
91 COLONY ROAD
59
15
HEFFLER, PAUL R.
73 COLONY ROAD
59
16
HOLMES, RICHARD N. & LINDA M.
63 COLONY ROAD
59
17
GAINES, ROY S. & SUSAN E.
873 JOHN FITCH BLVD
59
18
KASE, KATHLEEN
17 COLONY ROAD
59
19
LOTZNIKER, ADRIANO
29 COLONY ROAD
59
20
DECARLI, LAWRENCE E. & ANDREA E.
41 COLONY ROAD
59
21
WOODS, GEORGE P.
53 COLONY ROAD
59
22
HOLMS, RICHARD N. & LINDA M.
63 COLONY ROAD
59
23
HEFFLER, JAMES & CAROL ANN
81 COLONY ROAD
59
24
DIONNE, NORMAN & ALICE
91 COLONY ROAD
59
25
KAYE, HOWARD
101 COLONY ROAD
59
26
PRIOR, JANET S.
1042 MAIN STREET
59
27
COHEN, ELEANOR R.
110 COLONY ROAD
59
28
TOCONIS, CAROL V.
102 COLONY ROAD
59
29
HOLMES, EDWARD D. & PAULA S.
92 COLONY ROAD
59
30
WILCOX, JOSEPH M. & MICHELE H.
80 COLONY ROAD
59
31
DELANEY, JOSEPH M. & FRIEND, KATHLEEN
62 COLONY ROAD
59
32
CUSSON, LAWRENCE J. & DENISE MEDIR
50 COLONY ROAD
59
33
BUNISKI, WILLIAM
38 COLONY ROAD
59
34
VARGAS, NICANOR V. JR.
26 COLONY ROAD
59
35
CONACI, ROCCO C. & PAULA
550 STRONG ROAD
59
36
CONACI, ROCCO C. & PAULA
550 STRONG ROAD
59
37
J E SHEPARD COMPANY
200 SULLIVAN AVENUE
PO BOX 415
EAST WINDSOR HILL, CT 06028
59
38
J E SHEPARD COMPANY
200 SULLIVAN AVENUE
PO BOX 415
EAST WINDSOR HILL, CT 06028
59
39
CORK ASSOCIATES A MICHIGAN COPAR
PO BOX 219
MOUNT MORRIS, MI 48458
59
40
KRYSINSKI, JOSEPH
125 BIDWELL ROAD
59
41
0&W HEAT TREAT INC.
1 BIDWELL ROAD
59
42
J E SHEPARD COMPANY
200 SULLIVAN AVENUE
PO BOX 415
EAST WINDSOR HILL, CT 06028
59
43
J E SHEPARD COMPANY
200 SULLIVAN AVENUE
PO BOX 415
EAST WINDSOR HILL, CT 06028
59
44
MAZAK SALES & SERVICE
8025 PRODUCTION DRIVE
FLORENCE, KY 41042
59
45
MARAGLINO, NICHOLAS
7 BROOKFIELD STREET
NORWALK, CT 06851
59
46
J E SHEPARD COMPANY
200 SULLIVAN AVENUE
PO BOX 415
EAST WINDSOR HILL, CT 06028
59
47
CBC REAL ESTATE LLC
70 BIDWELL ROAD
70
14
DALPE. LINDA LEVACK
1090 MAIN STREET
Zoning g Data Block
ZONE: I (INDUSTRIAL) USE: INDOOR RECREATION
ITEM REQUIRED/ALLOWED PROVIDED —LOT 38 PROVIDED —
Lot Area
20,000 s.f.
379,333 s.f.
146,961 s.f.
Lot Width
100 ft.
1076t ft.
513t ft.
Min. Lot Depth
150 ft.
208t ft.
208t ft.
Lot Coverage
50%
30.4%
N/A
Impervious Coverage
65%
64.3%
39.2%
Side Yard
10 ft.
38t ft.
N/A
Rear Yard
25 ft.
294t ft.
N/A
Front Yard
35 ft.
51t ft,
N/A
Buffer along A-40 Zone
50 ft.
38.3f ft.**
N/A
Max. Stories/Height
2 stories/40 ft.
1 story/30 ft.
N/A
Parking Spaces*
328 (8 HC)
112 (8 HC)
169
"PARKING CALCULATIONS FOR 60,000 S.F. BUILDING
RESTAURANT: 1 SPACE PER 50 SO. FT. OF GFA
5,500 S.F. / 50 S.F. GFA = 110 SPACES
PLACES OF ASSEMBLY, AMUSEMENT, RECREATION & EDUCATION: 1 SPACE PER 250 SQ. FT. OF GFA
54,500 S.F. / 250 S.F. GFA = 218 SPACES
TOTAL SPACES REQUIRED FOR FACILITY: 328 (MINIMUM 8 HC REQUIRED)
TOTAL SPACES PROVIDED ON LOTS 37 AND 38 = 281. WAIVER REQUESTED FOR 47 SPACES.
** EXISTING NON —CONFORMING STRUCTURE
SPECIAL EXCEPTION TO SECTION 6.1.3.9 OF THE ZONING REGULATIONS ALLOWING INDOOR
RECREATIONAL ACTIVITIES INSIDE BUILDINGS THAT MAY BE READILY CONVERTED TO TRADITIONAL
INDUSTRIAL USES.
1
2
3
WOW L1
Al -A2
COVER SHEET/LOCATION PLAN
ZONING DATA BLOCK
PLOT PLAN/TOPOGRAPHIC MAP
DETAILS
LANDSCAPE PLAN
ARCHITECTURAL DETAILS
DRAWN: RAM
2081—cover.dwg
RECEIVED
A ,G 2 9 2006
DSOR PI.AMM DEPT.
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REV: AUGUST 15, 2006
REV: MARCH 9, 2006
REV: JANUARY 4, 2006
DATE: NOVEMBER 18, 2005
SSW" Sfd`
-run 0slola l2 ` & dAot
m ` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
i�
�'+os.OR-ere AREA CODE 860 / 644-2511
July 31, 2006
Ms. Becky Meyer
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Re: Adventure Quest
South Windsor, CT
Dear Ms. Meyer:
The South Windsor Water Pollution Control Authority,at its regular meeting of Jul 18 2006, approved ro ved the
application as presented for a change of use from industrial to recreational facility located at 100 Bidwell Road,
as more specifically shown on plans entitled, "Adventure Quest, Site Plan/Special Exception, 100 Bidwell Road,
South Windsor, CT," Prepared by Design Professionals, Inc., South Windsor, CT: Sheet No.: 213 "Plot
PlaniTopographic Map" Job No.: 2081, Drawing No.: 2081-base.dwg, Dated: 11-18-05, with revision dates of
1-4-06, and 3-9-06; and subject to the following conditions:
1. Town's staff approval of required automatic grease removal unit.
2. Technical approval of the Town Engineering Department.
3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer
line has been installed and inspected by the Town staff, and based upon the written verification of the Town
staff that said sanitary sewer line was installed in substantial conformance with the design plans approved
by the Authority, and meeting all Town regulations and appropriate technical specifications relating to
sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
�d" t
Joseph J. Carino, Chairman
Water Pollution Control Authority
JC:ead
Cc: Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
4 e% 11. All free standing signs and/or building signs require the issuance of a sign permit before they
1'-Wn Ole 13,0111 IZ u/CI?.C&O/`L are erected.
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
Q�Npgoo `oHz� AREA CODE 860 / W-2511 12. Approval is hereby granted to use off -site parking on two separate lots located at L037
Bidwell Road (main parking) and at 75 Bidwell Road (reserve parking). The applicant is
March 20, 2006 hereby advised that site plan approval for any other use or structure on either of these lots
will not be forthcoming unless and until their use as main or reserve parking lots for
CERTIFIED MAIL #7004 2510 0003 9803 0673 Adventure Quest is no longer necessary.
J.E. Shepard Company 13. Buses may load and unload in the main parking area, but there shall be no bus parking in the
PO Box 415 main parking area. Bus engines shall not idle for longer than 15 minutes after 9:00 p.m.
East Windsor Hill, CT 06028 14. All activities must occur inside the building; no outside activities are allowed,
Re: Appl 05-68P, Adventure Quest Special Exception 6.1.3.9 and Site Plan of Development 15. Any/all site lighting modifications are subject to staffreview and must conform with Section
] 7.20, Outdoor Lighting, of the zoning regulations.
Dear Mr. Nation:
16. No access is allowed, by foot or vehicle, from Colony Road to this facility.
We are pleased to inform you that the Planning & Zoning Commission, at its March 14, 2006
mooting, approved a Special Exception to Section 6.1.3.9 and Site Plan of Development for a 17. Hours of operation are those shown on the "Area Use Chart" Maximum number of special
60,000 sq ft indoor recreation facility in an existing building on property located at 100 Bidwell events is limited to 12 event per year (including holidays). See attached chart.
Road, I zone as shown on plans prepared by Design Professionals, Project No.2081 dated 18. During the first year, a noise monitoring program must be implemented. The pre -opening
11/18/05, revised through 3/9/06. This approval is subject to the following modifications: daytime and nighttime ambient noise levels must be documented and the post -opening yti gh � p pening noise
levels must he taken during the busiest daytime and nighttime hours. The applicant will
meeting must be held with Town Staff.
1. Prior to commencement of any site work, a m g consult town staff before initiatingam to set testing
this program gr g parameters and testing
2. No building permit will be issued until the final mylars have been filed in the Town Clerk's frequency.
office. Black and white transparent mylars of Sheet #2 with the above modifications, together with three
3. A landscape bond in the amount of $5000 is required and must be submitted prior to filing of blueprint copies of the entire set of plans (including architectural elevations and landscaping
mylars. plans) must be submitted to this Commission within 30 days to be stamped and signed. The
letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation
4. All bands must be in one of the forms described in the enclosed Bond Policy. Commission must be reproduced on the mylars.
5. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 The attached Spacial Exception form must be completed and filed in the Town Clerk's office.
of the Zoning Regulations. The special exception will take effect upon. filing.
6. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor. Sincerely,
7. This approval does not Constitute approval of the sanitary sewer, which can only be granted
/ by the Water Pollution Control Authority.
I I---j(j----- ------ J
8. If a State Traffic Commission certificate modification is required, no building permits will be Patrrck Kennedy, Cha�
issued until the certificate has been issued (per CGS § 14-3 11). Planning & Zoning Commission
N/F
_ II 9. The building street number must be included on the final plan. p�� „
MANCHEM LIMITED RESERVED AREA FOR X� I ^�1 I I I I IIaP I l l l l f ADDITIONAL PARKING 10.Pavementmarkingsmustbemaintainedingoodconditionthroughoutthesitedrivesand Attachments
PARTNERSHIP IF NECESSARY parking areas.
1 _I.1 _I_ 1 _1=1-I_ 1 _I.1 _I_ 1 � cc: Town Engineer
/ I
70 BIDWELL ROAD f 'EC 65 SPACES Chief Building Official
I
LOT 3 TF: 0.22 gyp- Assessor
c ` U FL: 7.52 195.69' Superintendent of Pollution Control
"J.E.S. INDUSTRIAL PARK" - R�Y}� . �/ N5o"2s'oo"w Ex IP
Fire Marshal
ENCE -- EXISTING
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Design Professionals, Inc.
CHAIN -LINK _ 21 43 I
EWER
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0.73
N/F' CONTR - - - f r = - = D>_ FL(E):66.7 -
- I
FL
95.5 ECL-Cl3 - _ ` 5
J.E. SHEPARD CO. - GTEWWV _ - - - - ,\FL(W):6 . CHD
s'
LOT 10 coNc.D�9" Wv _ 21° RCP = S58; o OnE �\ I N/F
M M CHAIN -LINK .;, �� -TELEPHONE
NE s s 27y9...+� -.�� r �T \ &P I
J.E.S. INDUSTRIAL PARK \ ENCE CL&P _- - - - - 176 " \` '� 143
�-� �83'04'48 t CORK ASSOCIATES
ECL-CB 30° RCP SSS..� fD E� _ ' 10 S.Y. - I a
_ \ 273i o f = 50 n
_ - - r R=25.o0; \ `\\ �. 101 BIDWELL ROAD
y` 50)_16'37"�__,,� - - '�-'' PROP. STOP_SIGN L=36.25: ` \ ,�� ��t \ ( LOT 6
351.64 i�--\I" - �' I AND STOP BAR PROP. 5 - - sT=22.15 T �0 " "
- R=32 _
µ - 2 CHAIN�LINK \ ` \
o' S.Y. -I - -24 4l"�� FENCE - - - - \ \ \ ? I J.E.S. INDUSTRIAL PARK
,. PROP. PVMT CO IC.
WALK �t\t ,
6 GAS LINES �,I CONCRETE MARKINGS ` tt \ \ L - J EX. CLCB
IF: 67.66
BOLLARDS 1 1� ` r - EX. DMH
\YY INV=63.64
% � ¢ 12 Vt ' � n
(TYP.) ECB-- - \ t� 28'40'�48 N N� _ �nl TF:70 )
Wv
I INV 36 62.7
' SPRINKLER STAND ?b TF:65.37 u.� ADD HC t\� �� \ R=390. D' I I /F 15' �24 ADS N-12 11
M TAL I o�i A 24" �C !\ , BITUMINOUS PARKING AREA �\ UT XIST \\ L=195.2' 6° SANIT R Y RAILS VALVE (PIPE LOCATION \ \ ( JOSEPH KRYSINSKI
999 ! 0 do W HEAT TREAT, INC. ®1D� Nv�24"�-63.5
DHAGASNLINESER I UNDETERMINED) y6, N 1g. 22 TOTAL SPACES (2 HC) •r P T \ 1 •.Ec6 T=99.70 L _ _ _ - J 1 BIDWELL ROAD It,
y� PROP. \' R z.o7 1 125 BIDWELL ROAD
y0- , I ` ISLAND p PROP. HC tt
I IEtECTRICQ ` , , F PARKING SIGN ` L:67.62 LOT 2
'i TRANS. { � / � CONCRETE � EXIST. MEN \° E B � -�' POP FREE - " " u
yI II STRIPING :6 .52 \ �\,L: STANDING sIGN � - - -- - LOT 7 J.E.S. INDUSTRIAL PARK
4- T T T -I -I -- I- I- i- i- �� T + /' �j, NO PARKING�A W NDSCAPE BER `` "J.E.S. INDUSTRIAL PARK" EXIST. FULL CUT-OFF - - - 11
-1 I I L' - - - - - \ ``,`� / - (TYP.> r IP 21 s.72' 1 IP
SERVICE AND \ I l 'SHOEBOX' LIGHT FIXTURES S50'25'53'E u
I I I I I I I DELIVERY AREA - f z 1
12"x18" SIGNS _ \� ., r
0 -- L� U�HTED \\C�
/ I o REMOVE EXIST. RAMP BOLLARDS #8114 ?:, �`\ -_ - J -- _ twl+ h 10' S.Y. 111 /•�
�` / UJl SANITARY SEWER 11
REPLACE WITH ADA ��. _ - _ ar I \
EXISTING BITUMINOUS PARKING AREA �i l o - - - " EASEMENT II
ii 1 I APPROVED RAMP w . - .- .- .� \ CL&P �\ . ECB \1� W
/ FOR UTC O 1 / 11
„ { PROP. D RAMP (MAX 8.33X W/HANDRAILS) ; o FLO'0 LIGH S �� \ TF:73.OD n Il \ C
`� � 1 MAX GRADE 8.33 � REMOVE SECTION EX. CONC 0., T ----
'/ , yr BIT. Ct1R6 I \ �� ' . L: 70.30 I 7a , r n
\ I WITH HANDRAILS SIDEWALK 9;, /
P NTRANCE YARD GL& �� \ _ S50)_26 00 E __ -I- I (p
\ I EX. CANO Y E --� i
EX. PED. DOOR N I �. I DRAIN #2898 202.47' 11 G,
I S INSET B -- E\ �` I II
I �( -I \ 6' HIGH CHAIN I A 1_ EXISTING PROPOSED I g i\ \ ' /te. \ 15 ECB , n 10' S.Y. T- EX. INFILTRATION 11 0
- + T \4 - -I �I- I� t� T� + -I h -f -I ` LINK FENCE CONCRETE i 4 pp� TF: 72 BB - ✓: 4=89'05 20 BASIN \ I II 7-
4- Z p } SURFACE MOUNTED RAMP RESTAURANT .�/ TRANS. .y Ft IN 70.13 / R=70.QQ' 11
1 \ I LIGHTING ON WALL W/4' WIDE GATE o 6630 ps t11.6%' CONC. PA gN' ( )' �--�,, i / _ p '�i Z
N „�I, I I I I I I I I I GAS D\ FL(OUT); 68.68 --
/ ) METERS I EX.. &' o� 4 E-X,. WHITE 0=46'S5 TAPER 6" BIT. / \
t ' « L=108.84' /
(TYP. �❑ I9,80 - - \ RIPE R=175.D0' CURB AT T=68.90' ,!j NO CURB III = �i
coNc.. PAD EMovE END OF ISLANDS / u
- _ �:. � \ EX. WHITE -' r t I
O H
O.H. DOOR TO BE �' EX. PIED. DOOR L=143.30 PA E ( ` LT3
1 REMOVE EXIST. �CPI
W.G. 8" WATER- MAIN) I r I
REPLACED WITH 1 ` c - - - r
_ PEDESTRIAN DOORS MEETING 3 5' ABOVE GRADE EXIST. FENCED CONC, PAD. T-75,$4''- REMOVE 1a°' 31 r t II
\P ROPII C OSSWAL'K - - - __T I + + , j �,'� I II' C
FIRE SAFETY REGULATIONS CONCRETE PAD. erei n 1 1 C (7t
+ FOR TRASH .COMPACTOR . r II d- �" ..`�-' >� _ ' 7°E `- BITUMINOUS PARKING AREA 1 II iT►
. . . . . . . . 4� - �\ 6 PROP. ST SIGN 169 SPACES (LOT 37) 18
�.. t . . . CONC. W. \ % 108.1 T m IX, 1 4 S ANDS P BAR , 1 \ I 11
IL I -I i� L -I 1_t 1_ I- I L I� I 90 BIDWELL ROAD I' �-1
UTC-�1 13 24' INV: 63.37 ` \ I'l 0
I. V■ I� ■ i 1 I I I I I I I It N
s _u I. 1.00. BIDWELL ROAD... ........ I �, \ , e r� I It 1 w
LIGHTING FIXTURE . . . . LIGHTED I 13 I 13 a - - 11f N � 1 O1
TT
ION BUILDING WALL . . ADVENTURE QUEST7F I 1
\ \ \ \ ( ) I BOLLARDS F' ECL-CB li P 0 C RB 1i POP. CUB o I t JJE.-SHEPARD CO. V6
BITUMINOUS, PARKING AREA n 5T-24' RCP��I t \ 11�
STOPS STOPS I IL I LOT ------
6 \\\ \ . . . . . . . . . . . . . . . a ISLANDS T
N rA REMOVE PROP. LANDSCAPED s N 1 0 S= .6i „
o ROP. LANDSCAPED BITUMINOUS PARKING AREA 1 l J.E.� (INDUSTRIAL PARK II
. . . . . Ex, 5' X.8'. a DE PR . STRIPING ISLANDS 90 SPACES/6 HC (LOT 38) 06 M�' j ll 11
N , t I I J.E: SHEPARD CO. ENTRANCE ► S, LK o 1 I I 46 961 S.F. "
"_, n io i/�
. " 1 N j ( 2a' - �0�2 MAP 59, LOT 3 ill
t I LOBBY (+� r � �j ,. 13 I - -
1 I LOT 9
J.E.S. INDUSTRIAL PARK --1
�u
13 A SES
UNDERGROUND { 379;333 S.F.. 24 13 1 13 ' I, /INV:64.9p II / 111 1
POWER & SECURITY CABLES I RESTRIPE STALLS 11 r I I H
l I + �70� 6 \ U
IN SEPARATE CONDUITS ASSESSOR MAP 59, LOT
38 SEE INSET A -- �� I Ib
10' S Y. \ I i LANDSCAPED ISLAND 18' I II
PR LANDSCAPED I 11
/ ACCESS STAIRWAY TO I z PSEE NDETAILSS ISLANDS AP No ai CONCRETE( CURB (TYP.) f ISLANDS ` 2 I l
` �s 62 I
PR ED .:
. . . . . I r ( I I I HDP
ROOF LEVEL � �1 � 1
REPLACE WITH ADA
APPROVED RAMP
(MAX 8.33%, W/HANDRAILS)
I
SE INSET- B
ADA EXIT
El
9,80
0. �H. O.H. 3.H.
PROP. PED. DOOR
3.5' ABOVE GRADE
INSET B SCALE: 1 "=20'
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LOT' 4 _ -
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' "J.E.S. INDI. S-NAL PARK" '
-
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SIDENTIAL ZONE \®I I . . . . . . . . . PROP: 6 1 I 1d I{ 10) 10
-I.
10 S.Y. . . . . . . ONC. -WALRr - - - - = _ - _ _
- - - - - - - - - - - - - - - _ _ - - - _ - - - \\ °o oo� - 1 _ _ - - -66 -T TF 68.3R9C�
- - - - - - - - EA-PE6 .15Z501�pPROP: PED. DOOR .R. _ - - _ - - - _ - - - - - - - - - - _. _ - - - - - - -
_ _ _
•�- �+ L_ 3.961
- - - - - - - - - - PROP. PED. ,DOOR . - - - - - • - - - - - - - - / \ i' - - - - _ - - _ _ - - - - - - - - - - - - - - - - -_ _ -- - - A MAXIMUM WATER FL(12"HDPE 663.94
NRR - _ _ OUTLET
�� g8S8$$� _ 6s STORM WATER
-a RETENTION ARE EX.
- - - - - - - tvTONITORIPTG / REMOVE SECTION - `- - - - - - - - 84- - - - - - -_ _ - - �t INFILTRATION LEVEL FOR TFR67.42RE
a I� - - fi -' .- - - _ _ _ - - - _ _ _ - - I - - _ _ �� _ 50' BUFFER ALONG FL(5"HDPE):64.22 ( )
- -- EI=L�- BIT. CURS �o � �z- _ _$¢ - - _ RESIDENTIAL ZONE BASIN 100-YEAR STORM
_ -�
O - - �T�ALI�- - - - - - '� MODIFIED1 ELEV. 67.50 FL(12"HDPE):64.28 I
i M p °o c _ SWALE - - - - - - - - - - - RIPRAP IN- - - - - EASEMENT
0 r7 PROP, 4' XISTING 8� HIGH \ \ \ F %O�%� % 15' STORM DRAIN
Z 4 BIT. WALK ONC. PAD ° ---_i° _ STOCKADE FENCE _ I/ ` • `
_
N50'20'42"W - N51'21 "W I N51'21 w N ZONE A-¢0
CAROL V. TOCONIS N/F N/� N \ \ �N/F- --- _ - - - N/F I N' ROCCO C. & PAULA NACI
EDWARD D. & PAULA S. HOLMES JOSEPH M. & MICHELE H. WILCOX JOSEPH M: bE1ANEY (LIFE USE) LAWRENCE J. CUSSON do DENISE WILLIAM BUNISKI NICANOR V. VARGAS, JR.
102 COLONY ROAD STOCKADE
92 COLONY ROAD 80 COLONY ROAD71 - dt KATHLEEN FRIEND MEDEI OS - CUSSON 38 COLONY ROAD - - 26 COLONY ROAD FENCE END RAS OP.ECOMM RECOMMENDED IN
- 62 COLONY ROAD 50 C ONY ROAD POLICE SECURITY REPORT
BEGIN PROP. 8'
STOCKADE FENCE AS
RECOMMENDED IN POLICE
SECURITY REPORT
x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
4
08-15-06
ADD WPCA APPROVAL LETTER
RAM
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
03-31-06
ADD PZC APPROVAL LETTER
RAM
BY A LICENSED LAND SURVEYOR PRIOR TO
2
03-09-06
ADD FENCE, NO PARKING AREA
RAM
CONSTRUCTION.
1
01-04-06
ADD ISLANDS, REVISE PER TOWN COMMENTS
RAM
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
ND.
DATE
DESCRIPTION
BY
NOTES:
1. DESIGN PROFESSIONALS, INC. DID NOT PERFORM ANY FIELD SURVEY FOR
THIS PLAN. COMPILATION PLAN BASED ON A-2 CERTIFIED MAP REFERENCE #1
ON FILE AT THE TOWN OF SOUTH WINDSOR.
2. PROPERTY LOCATED IN ZONE I - INDUSTRIAL.
3. PROPERTY LOCATED IN FLOOD ZONE X - AREAS DETERMINED TO BE OUTSIDE
500-YEAR FLOODPLAIN - PER FIRM COMMUNITY PANEL NUMBER 090036 0005 D
MAP REVISED: FEBRUARY 23, 2001.
4. NO INLAND WETLANDS ON SITE PER TOWN OF SOUTH WINDSOR WETLANDS MAPPING.
5. AREA OF LOT 8 (MAP 59, LOT 37): 146,961 S.F. (3.37 AC.)
AREA OF LOT 9 (MAP 59, LOT 38): 379,333 S.F. (8.70 AC.)
TOTAL AREA OF PARCEL: 526,294 S.F. (12.08 AC.)
6. PORTION OF TOPOGRAPHY IN UTC PARKING AREA TAKEN FROM MAP REFERENCE #3.
REMAINING TOPOGRAPHY TAKEN FROM MAP REFERENCE #2.
MAP REFERENCE:
1. RESUBDIVISION PLAN J.E.S. INDUSTRIAL PARK, SUBDIVIDER: J.E. SHEPARD CO.
200 SULLIVAN AVE. S. WINDSOR, CT 06074, BIDWELL ROAD, SOUTH WINDSOR, CT.
SHEET NO. 1 OF 1; SCALE 1"=100'; DATE 9-13-93; MAP NO. 61785
BY GARDNER & PETERSON ASSOCIATES.
2. SITE DEVELOPMENT PLAN PREPARED FOR: ONSI CORPORATION 100 BIDWELL ROAD
SOUTH WINDSOR, CONNECTICUT, SHEET 1 OF 2 DATE: 09/00 REVISED
THROUGH.11-08-00, SCALE:1"=40 FT. PROJECT NO. 93-106, 3
PLAN NO. 93-067SD PREPARED BY MESSIER & ASSOCIATES, INC.
3. SITE IMPROVEMENT PLAN PREPARED FOR J.E. SHEPARD CO. SOUTH WINDSOR, CONNECTICUT
SCALE 1"=20'; DATE 12-18-84 REVISED THROUGH 2-7-85; SHEET NO. 1 OF 2
MAP NO. 6178-0; BY GARDNER & PETERSON ASSOCIATES.
THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THROUGH 2O-30OB-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC.,
SEPTEMBER 26, 1996. THIS PLAN WAS COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES
OF INFORMATION. IT IS NOT TO BE CONSTRUED AS ' NAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND
IS UBJECT TO SUCH CHANGE AS AN ACCURATE FI D SURVEY MAY DISCLOSE.
T HE BEST OF MY Khl D&D BELO THIS MA IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12327
LAWRENCE R. GEISSLER, JR., L.S. LIC. No.
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
LEGEND
EXISTING UTILITY POLE
===k===
EXISTING CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
P+_!- - - -
EXISTING CONTOUR
-
EXISTING PROPERTY LINE
v
PROPOSED SIGN
EXIST. FULL CUT-OFF "SHOEBOX" LIGHT
0
EXIST. DRAINAGE MANHOLE
O
EXIST. IRON PIN
Tel. 860.291 • 8755
Fax 860.291.8757
_
_I �'J=rJIJ
civil engineers • planners surveyors
landscape architects • gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
495 LF 1
PROP. 8' STOCKADE FENCE
AS RECOMMENDED IN
POLICE SECURITY REPORT
GRANTOR
GRANTEE
TYPE OF EASEMENT
DATE FILED
VOL/PG
N/F J E SHEPARD CO.
TOWN OF SOUTH WINDSOR
SANITARY SEWER EASEMENT
2/4/94
TOWN CLERK MAP #2246B
N/F J E SHEPARD CO.
UNKNOWN
15' STORM DRAIN EASEMENT
2/4/94
TOWN CLERK MAP #2246B
PLOT PLAN/
40P0Qmn 1Paf1G MAP
DESIGN.RAM DRAWN.' RAM I CHECKED.' RPM
✓oB No.: 2081 IDA TE.- 11-18-05
DRAWING NO.: 2081-base. dwo
OWNER:
J.E. SHEPARD CO.
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 289-1507
APPLICANT:
CRAIG DOUGLAS NATION
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 982-7500
COMPILATION PLAN PREPARED FOR:
ADVENTURE QUEST
ROO TIBI yWEls L IRW AD
SOUTH ',YV Ili 1 SOR9 C0NNIEC JL IC lV Ji
SHEET
2,
12" SIGN 'ASIGN 'C'
a
WHITE TEXT AND
HANDICAPPED, -'BORDERS PASSENGER
PARKING LOADINGBACKGROUND ZONE
STATE PERMIT STATE PERMIT
REQUIRED VIOLATORS REQUIRED VIOLATORS
WILL BE FINED SIGN 'B' WILL BE FINED
12"
NOTE:
SIGNS SHALL BE 13 GAUGE
FLAT SCREENED STEEL
VAN ACCESSIBLE DESIGNED FOR LONG TERM HANDICAP LOADING
OUTDOOR USE AND MOUNTED
ON U-CHANNEL POSTS, BLACK
PAINTED STEEL POST. MOUNTED
AT PROPER HEIGHT PER STATE
ADA PARKING SIGNAGE REGULATIONS
PARKING SIGNS
N.T.S.
ADA VAN ACCESSIBLE ADA ACCESSIBLE
SIGN 'A'-ADA PARKING SIGN
& SIGN 'A' SIGNNV-HANDICAP LOADING ZONE SIGN
ADA PARKING SIGN 'B' F&I
f—ALUMINUM PANEL SIGN
SIGNAGE
MODEL DA-3
AS MANUFACTURED FINISHED GRADE
BY TAPCO OR X
APPROVED EQUAL
2" U CHANNEL POST
COLOR: BLACK
12"xC'
VAN ACCESSIBLE' z
ADA SIGNAGE
MODEL DA-24
AS MANUFACTURED
BY TAPCO OR
APPROVED EQUAL
O
I
M
1/2" EXPANSION JOINT
ONCRETE WALK OR PAVEMENT
12" SO. CONCRETE
FOUNDATION
COMPACTED SUBGRADE
ACCESSIBLE SIGN POSTS
N.
9"
N
Q
HANDICAP PAVEMENT MARKING
NOT TO SCALE
6'-0"
"beige" color
18'-O"
18'-0"
- X-0"AISLE
HANDICAP ACCESSIBLE
18'-0" WIDTH
HANDICAP
PARKING SYMBOL
4" MADE
PAINTED LINE (TYP.)
4" WADE PAINTED
LINES O 18" O.C. 45'ANG.
PRECAST CONCRETE
WHEEL STOP
EDGE OF
ASPHALTIC CONCRETE
u HANDICAPPED SIGN
TYPE 'A' REFERENCE
CENTER ON SPACE
CONCRETE WALK
W/BROOM FINISH
SEE PLAN FOR WIDTH
VAN ACCESSIBLE PARKING STALL
N. T. S.
S-G"AISLE
HANDICAP ACCESSIBLE
18'-0" WIDTH
12'-0"
CCESSIBLE
HANDICAP
PARKING
SPACE
PARKING SYMBOL
4- WADE
PAINTED LINE (TYP.)
4" WIDE PAINTED
LINES O 18" C.C. 45'ANG.
PRECAST CONCRETE
WHEEL STOP
EDGE OF
ASPHALTIC CONCRETE
HANDICAPPED SIGN
TYPE 'A' REFERENCE
CENTER ON SPACE
CONCRETE WALK
W/BROOM FINISH
SEE PLAN FOR WIDTH
HANDICAP ACCESSIBLE PARKING STALL
DESIGN NOTES
1. CONCRETE, 4000 P.S.I., 28 DAYS.
2. WEIGHT 300 LBS.
3. REINFORCEMENT, (2) #4 R.R. BAR.
4. (2) 3/4" HOLES CAST IN FOR ANCHORING.
9 3 4"
6" 6.0' O
7 �>�11�1►
G
TYPICAL CROSS SECTION STRAIGHT SECTION
PRECAST CONCRETE CURB STOP
NOT TO SCALE
8" font type I(black)
est
II gburnamen&-sl
FREE-STANDING SIGN
N TS
s
"taupe" color
"beige" color
6" font type
(black) °
6" font type
(black)
"taupe" color
SEE PLAN FOR WIDTH 6"
6" 1 /4" R
1 /4" R
4 "d 144444 .Q 1',,
4" TOPSOIL \ \— 5" CONC. SIDEWALK
8" PROCESSED STONE
TYPICAL SIDEWALK SECTION
N. T. S.
BITUMINOUS CURB
NEW LANDSCAPE ISLAND
N.T.S.
OWNER:
J.E. SHEPARD CO.
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 289-1507
4" TOPSOIL
IL
JRB
,T
APPLICANT:
CRAIG DOUGLAS NATION
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 982-7500
n
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
Tel. 860 291 8755
PREPARED FOR:
SHEET
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATIOIN'. ALL EXISTING UTILITIES SHOULD - __._
Fax 860.291 • 8757
^���n�
I�J uu �
ADVENTURE QUEST
I BE FIELD VERIFIED PRIOR TO CONSTRUCTION. '
- _
2. ALL UTILITIES ARE T, BE STAKED IN THE FIELD �—
gn
11111mcd:b
3
DESIGN. RAM
DRAwN RAM
CHECKED: RPM®®
BY A LICENSED LAND :; 'VFfOR PRIOR TO -- - ---- -----
CONSTRUCTION. ' __,
civil engineers • planners surveyors
�UDWE�,�, ®AD
r�.
�F.APS THE
landscape architects • gis • gps
✓OB NO.: 2081
DATE 11-18-05
3. THIS PLAN IS INVt,LID WI,-ESS !T �
IMPRESSION SEAL AVID ORIGINAL SIGN4"rURF � j -�
165 South Satellite Road, South Windsor, Connecticut 06074
SOUTH WINDSOR, �'®���������
�-
OF THE PROFE.�SIONAL. EN ., NE,=../SI,RVEYO,'- = NO. I :SATE �ESCRIPTIOM 8Y
DRAW/NG NO.: 2081—base.dw
LI HTED
BOL ARDS i
TRANS. SIGN
CONC. PAS.., g'�' GH
4-HE
2-CA
I-�
O \
EX. 4
LIGHTED (HONEY LOCU
BOLLARDS
EX, 8' X 8' 8• IDE
,ENTRANCE ` SIDE LK
N/F
0 & W HEAT TREAT, INC.
1 BIDWELL ROAD
LOT 2
"J.E.S. INDUSTRIAL PARK"
I v' 'SHOEBOX' LIGHT FIXTURES IIP — IP
y =� n (TYP.) I " I — — — —
72
10' S.Y.
J A 1 _- — — - L- — - -
C SANITARY SEWER �
-- -- - o J- - - EASEMENT
�c
w w 74, RENOVATE
cn I — ---- `� — — — — - I.P.EXISTING LAW � C
0 ) O
SEE INSET C \ 0 10' S.Y. T— Z O
Ills EXISTIN THUJA THE IN EX. EVER BEEN -4
DA I EX. WHITE U_ EXIST NGNG
T LAWN NO CURB 1' TREE SCR EN = 0
Hs. ,I PAINT STRIPE - M rrr 31 I I t
'. m EX. WHITE - r I I 11 G
\ 8' WATER MAIN PAINT STRIPE I �, r tt t O
1
IT
un tG"" tl�
EX, 3" CAL. 18,it1
FLOWERING CRAB t t
PC (TYP.) I t EX. ORN ENTAL
` 18" MAPLE 18" MAPLE z� BO15 I rr i SHRUB P ANTINGS 0
18' MAPLE -- I 13
IT -et RB _ — - a �� 12 24 I
_ -- -
13 N/F '
PARKING AREA o J E_ —SHEPARD C
t t r PC BITUMINOUS, ` LOT
PC Ex. 3" CAL. f N 1 "J.E.S� (INDUSTRIAL Rho"
r I N HONEY LOCUST i I
C I PC' (TYP.) 1 PC , 46,961 S.F.
LOBBY 13 I ASSESSOR MAP 59, LOT 3
a
--- 6
D
C)
o
O 8.
X I'
Ld
- -- — F_
j, Ii I
PROP. FREE C -- - - -- -
STANDING SIGN
W/LANDSCAPE BERM
N/F
JOSEPH KRYSINSKI
125 BIDWELL ROAD
LOT 7
"J.E.S. INDUSTRIAL PARK" EXIST. FULL CUT-OFF
13 f
10 I I I 24
- ! I I I 1 --
r i 13 (13,1L 0
I LANDSCAPED ISLAND C ' 18 I r 1 1 EX. EVERGREE
r 18 WITH 6" BITUMINOUS 1 I T SOREEN
RENOVATE C 0 r CONCRETE CURB (TYP.) I r C ( I I
EXISTING LAWN C
P PCo o ("10 /
P � 10 '� 12 — — _
-CU
- - _ - EX. ORNAMENTAL
` AK _ - - - - - SHRUB PLANTINGS
50 BUFFER ALONG
r: - - - - - -s — OAK RESIDENTIAL ZONE RENOVATE 1
___8 ' - ��XISTING OAKS, CHERRIES AND BLACK LO UST - _ EXISTING LAWN
QW XISTING 8' HIGH
0 STOCKADE FENCE
EXISTING WHITE PINE TREELINE
IJ _
N F
JOSEPH M. DELANEY (LIFE USE) LAWRENCE
& KATHLEEN FRIEND MEDI
62 COLONY ROAD 50
EXISTING 50'
ALTERNATE
LANDSCAPE
BUFFER
Lam- EXISTING HEMLOCKS
N/F_ _ _ — — N/F
J. CUSSON & DENISE WILLIAM BUNISKI
7 OS — CU SSON 38 COLONY ROAD
C ONY ROAD EXISTING 50'
BEGIN PROP. 8' INTERPLANTED
LANDSCAPE
STOCKADE FENCE AS
BUFFER
RECOMMENDED IN POLICE
SECURITY REPORT
5-RP / 6'�TO�',.\ \-8-PS
9-TO
N,/F\\
NICANOR V. VARGAS, JR.
26 COLONY ROAD
495 LF I
PROP. 8' STOCKADE FENCE
AS RECOMMENDED IN
POLICE SECURITY REPORT
N/F \
ROCCO C. & PAULA
Z01VE A o4t
ACI
END PROP. 8' STOCK�,.�
-FENCE AS RECOMMENDED IN
POLICE SECURITY REPORT
EXISTING MATURE 50'
INTERPLANTED
LANDSCAPE BUFFER
EXISTING
MAPLES
I�
a:
LI J
_
- -
a
Z
� 4
-
PROPOSED CLEVELAND SELECT PEARS
o
-
o
EXISTING BIRCHES
EXISTING BIRCHES
EXIST.
HEMLOCKS
-
EXIST.
STOCKADE
FENCE
B
-
- ----
82
88
(
a
❑
Ff
N
76
72
II
LANDSCAPED
-
I
DATUM:70
ISLAND
Z ~
BIDWELL
2_
0-
a
0
0
w 0 ROAD
o
LLI
LL I
a- Ld
LLI
A
A'
PLANTING
CROSS—SECTION
SHOWING
ENHANCED
BUFFER
SCALE: 1 "= 20'
SCALE: 1 "= 40'
NOTE:
INTERIOR PARKING LOT LANDSCAPING
LOT 8 LOT 9
PARKING LOT AREA = 60,823 S.F. PARKING LOT AREA = 32,624 S.F.
PARKING STALLS: 169 PARKING STALLS: 90
INTERIOR TREES (1/10): 17 INTERIOR TREES (1/10): 9
INTERIOR LANDSCAPING: 3949 S.F. = 6.49% INTERIOR LANDSCAPING: 1776 S.F. = 5.4%
PLANT LIST
SYM.
QTY.
TECHNICAL NAME
COMMON NAME
SIZE
COMMENTS
MATURITY
HEIGHT/SPREAD
TREES
PC
15
PYRUS CALLERYANA
CLEVELAND SELECT PEAR
2 1/2-3" CAL.
B&B
30'/20'
"CLEVELAND SELECT"
PS
8
PINUS STROBUS
EASTERN WHITE PINE
6' HT.
B&B
60'/40'
TO
15
THUJA OCCIDENTALIS
MISSION ARBORVITAE
6' HT.
B&B
15'/5'
'TECHNY'
SHRUBS
RP
GROUNDCOVERS
5
RHODODENDRON 'PJM'
PJM RHODODENDRON
6' HT.
CONT.(6' O.C.)
81/6,
CA
2
CALAMAGROSTIS X
'K. FOERSTER' FEATHER
1 GAL.
CONT.
36" O.C.
ACUTIFLOA, VAR.
REED GRASS
HS
6
HEMEROCALLIS
STELLA DE'ORA DAYLILY
1 GAL.
CONT.
24" O.C.
'STELLA D'ORA'
HE
4
HOSTA SIEBOLDIANA
ELEGANS HOSTA
1 GAL.
CONT.
24" O.C.
'ELEGANS'
PA
8
PENNISETUM
'HAMELN' FOUNTAIN GRASS
#2
CONT.
24" O.C.
ALPOECURIODES 'HAMELN'
LANDSCAPE NOTES:
1. ALL EXISTING TREES TO REMAIN SHALL BE SHAPED AND PRUNED WITHIN THE DEVELOPMENT AND ALONG THE PERIMETER OF THE EXISTING PARKING
AREA AS REQUIRED BY OWNER'S REPRESENTATIVE.
2. ALL DESIGNATED LAWN AREAS TO BE RENOVATED AND RE -SEEDED WITH NECESSARY SOIL AMENDMENTS, MULCH, WATER AND MAINTAINED
UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. pH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5.
3. LAWN GRASS SEED MIXTURE:
A. SEEDING MIXTURE TYPE 1 (LAWN AREA):
BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE
CHEWINGS RED FESCUE 30% OF MIXTURE
PERENNIAL RYEGRASS 20% OF MIXTURE
APPLICATION RATE: 4.50 LBS PER 1000 S.F.
B. TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
PERENNIAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. WITH WOOD HYDRO -MULCH AT 1200 LBS. PER ACRE.
4. ALL TREES AND SHRUBS SHALL MEET THE AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1 BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION.
5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10
FALL - SEPTEMBER 15 TO NOVEMBER 15
6. PLANTING SEASON VARIANCE: kF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT
IN WRITING FOR PERMISSION BY THE OWNER'S REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE PERIOD.
7. SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
8. PROVIDE A MINIMUM OF 12 OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS.
9. PLANTING SOIL MIXTURE (BY >. ;_UME) SHALL BE EQUAL TO:
A. BAR(' MULCH- 10 0 i
B. COURSE SAND- AS NECESSARY
C. CLAY LOAM TOP SOIL- AS NECESSARY
D. SOIL AMENDMENTS- AS RECOMMENDED BY TESTING
SOIL MIXTURE SHALL CONTAIN THE ABOVE TO ACHIEVE THE FOLLOWING GRADATION RANGE:
A. GRAVEL -LESS THAN 10%
B. COARSE/MEDIAN SAND- 55%-65%
C. FIND TO VERY FINE SAND- 15%-25%
D. SILT- 10%-20%
E. CLAY- 15%-20%
10. SOIL AMENDMENTS:
A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND CONTAIN A MAXIMUM OF 60% OXIDE.
(I.E., CALCIUM OXIDE PLUS MAGNESIUM OXIDE). PROVIDE AND INTEGRATE INTO SOIL PER SOIL TESTING RESULTS RECOMMENDATIONS.
B. FERTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM OF ONE POUND OF NITROGEN PER 1000 S.F.
OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM OF 50% ORGANIC SLOW -RELEASE COMPOSITION.
0 SIGN LIGHTING (GROUND —MOUNTED)
1. SIGN LIGHTING SHALL INCLUDE FIXTURE AND ACCESSORIES FROM
GREENLEE 'SLS' SERIES BY LSI INDUSTRIES, INC. W/ 50W MH
HORIZONTAL FLOOD W/LOUVER SHIELDS AS REQUIRED.
COLOR: POLYESTER POLYCOAT BLACK. SETBACK: 4 FEET.
BALL DIAMETER I
+ 12"
FREE-STANDING SIGN [24 S.F. MAX.]
INSET C SIGN
\ /-LIGHTING
8-PA
6 - H S
4-HE
2-CA
SCALE: 1 "=10'
3" HIGH EARTH SAUCER (TYP.)
3" 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.)
DEPTH - 12"(MIN.)
SHRUB PLANTING BEDS
N.T.S.
LEGEND
e EXISTIN. UTILITY POLE
$ EXISTING CATCH BASIN AND PIPE
�`. EXISTING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
EXISTING CONTOUR
EXISTING TREELINE
-- EXISTING PROPERTY LINE
--� PROPOSED SIGN
DO NOT HEAVILY PRUNE THE TREE AT PUNTING
PRUNE ONLY CROSSOVER LIMBS 00-DOMINANT
LEADERS AND BROKEN OR DEAb BRANCHES.
SOME INYERIOR TWIGS AND LITERAL BRANCHES
MAY BE PRUNED: HOWEVER DO NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT
IDMD TO THE EDGE OF THE CROWN.
STAKE TREES ONLY UPON THE APPROVAL
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT. -
MARK THE NORTH SIDE OF THE TREE
IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT
TO FACE NORTH AT THE SITE WHEN EVER THE TRUNK FLARE IS VISIBLE AT THE TOP
POSSIBLE. OF THE ROOT BALL TREES WHERE THE TRUNK
MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED.
SET TOP OF ROOT FLUSH TO 1$00 MIA (� FT.)_ _DIAA. MIN. DO NOT COVER THE TOP OF THE ROOT
GRADE OR 25-50 NM i-2 IN. 400 MM 8 uwN PREFERRED �LI• WITH SOIL
HIGHER IN SLOWLY D ING S�LS.
200 MM (8 IN.)
- 100 MM (4 IN.) HIGH EARTH SAUCER
50 MM (2 IN.) MULCH. DO NO PLACE,', BEYOND EDGE OF ROOT BALL
MULCH IN coFIfACT WITH TREE TRUNK. ,REMOVE ALL TWINE, ROPE AND WIRE, AND
MINIMUM OFNONEHYEWARR AFTER
FOR .... BURLAP FROM TOP HALF OF ROOT BALL
PLANTING.
IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
AND ROOT
DON 200 MM (8RIN. INTO PLANTTIING HO E.
NOTE: FOR DIMENSIONS OF PLACE ROOT BALL ON UNEXCAVATED
PLANTING AREAS, TYPES OF SOIL OR TAMPED SOIL.
AMENDMENTS, OR SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL
SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY
R00T WITH
F DOEPRESSUSHIFi.
NOTES
1. NO MULCH WITHIN 3" OF TREE. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL.
2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.)
SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING.
B&B TREES IN ALL SOIL TYPES
OWNER:
J.E. SHEPARD CO.
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 289-1507
N.T.S.
APPLICANT:
CRAIG DOUGLAS NATION
200 SULLIVAN AVENUE
SOUTH WINDSOR, CT 06074
TEL. (860) 982-7500
x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
I 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 A..D ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
RICHARD L. BOSTON
LICENSED LANDSCAPE ARCHITECT CONNECTICUT LICENSE NO. 568
Tel. 860.291 • 8755
Fax 860.291 • 8757
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civil engineers • planners . surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
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COMPILATION PLAN PREPARED FOR:
ADVENTURE QUEST
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ADVENTURE QUEST
100 BIDWELL- SOUTH WINDSOR, CT
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