HomeMy WebLinkAbout98-40P_OUTPUT TECHNOLOGIES SITE PLAN OF DEVELOPMENT_ELLINGTON ROAD1- 11111111411!,
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prepared by.
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rofessionals, inc.
divil Engineers - Planners - Surveyors - GIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
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ANAIL
ARCHITECTS
800 W. 47TH ST.
SUITE 600
KANSAS CITY, MO
64112
(816) 756-1484
FAX- (816) 531-4679
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PLANNING - ENGINEERING - DESIGN
270 Amity Road
Woodbridge, CT 06525
(203) 397-3600 FAX (203) 397-3642
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LOCATION PLAN
THESE 01RAIII ARE THE FROf�IERTY OF DE51,57N PROFESSIONALS, IW�., AND HAVE BEEN
PREPARED 5PE61FICALL.r' FOR THE OANER/APPLIOANT FOP, THIS FRO-Er-T THEY ARE NOT
TO BE USED FOR ANY OTHER PURP05E 09 BY ANY OTHER PER50N OR PERSONS NOR
REFRODUil IN ANY MANNER JNITHOUT THE EXFRE55 VI PERM15SION OF DEISI&N
PROPE5510N.ALS, INC,.
THESE PLANS ARE IN\/ALID UNLE55 71-� BEAR THE ORI&INAL 916NATURE AND IMPRE55ION 5EAL
OF THE PROFE55IONAL EN67INEER OR SURN/EYOR.
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THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH 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 BE OF MY KNOWLEDGE A BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL\'I" LIC. No.
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Landscape Architects - Development Consulting
Planning 6 Zoning Consulting
136 Simsbury Road
Avon, CT 06001
(860) 677-5267
Fax: (860) 674-2693
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W. 4.14
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*NOTE: A 5% IMPERVIOUS COVERAGE BONUS (CONSOLIDATED PARCEL)
"NOTE: TOTAL BUILDING FLOOR AREA IS 150,000± sq. ft.
***NOTE: NON -CONFORMING LOT OF RECORD. ACTUAL FRONTAGE IS 110.46 FEET &
45.34 FEET & 14.18 FEET, OR 169.98 FEET.
7
PARKING CALCULATIONS: OFFICE SPACE: 52,082 @ 4/1,000 SQ. FT, 208.3 SPACES.
INDUSTRIAL: 65,516 @ 1/700 SO. FT. = 93 6 SPACES
WAREHOUSE: 32,402 @ 1/1,250 SQ. FT. 25.9 SPACES
PLUS 13 EMPLOYEES = 13 SPACES 4,
TOTAL REQUIRED PARKING 340.8
j.
SHEET INDEX
A.,
1 COVER SHEET KEY MAP
2 PLOT PLAN
3 SITE PLAN
4 SOIL EROSION &
SEDIMENT CONTROL PLAN
�5-6 PLAN & PROFILE SHEETS
STC PLANS
9 DETAILS SHEET
1 Ill") ADDOnVAI Q QW17CT
A —A3 ARCHITECTURAL PLANS
L1—L2 LANDSCAPE PLANS
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TENANT
REV: 5EPTEME3ER 15, IcIalb
RE'/: 5EPTEME3ER 11, 111c1i5
OUTPUT TECHNOLOGIES, INC.
RE\/-. AU69IJ57 12, Ill
DATE. AU(SU!BT 4
2534 MADISON AVENUE'�
KANSAS CITY, MISSOURI 64108
SHEET 1
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TEL. (816) 221 -1234 6,%
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SCALIE R111-1001
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APPLICANT NER
DST REALTY, INC. AL ONNECTICUT, INC.
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333 WEST ELEVENTH ST., SUITE 101 333 EVENTH ST., SUITE 101
KANSAS CITY, MISSOURI 64105-1634 KANSAS CITY, MISSOURI 64105-1634
TEL. (816) 435-8260 TEL. (816) 435-8260
z0ft Data Block
ZONE: 1-291 CORRIDOR DEVELOPMENT ZONE (CD)
ITEM
REQUIRED/ALLOWED (CD)
PROVIDED
Lot Area
5 acres
19.38 acres
Lot Width
300 ft. min.
110 ff.***
Lot Depth
N.A.
N.A.
Lot Coverage
N.A.
N.A.
Impervious Coverage
70% mcl
25.2±%
Building Height
60 ft. max
36'2"
Front Yard
50 ft.
212.7 ft.
Side Yard
20 ft.
35 ft,
Rear Yard
20 f t.
599 ft.
Parking Spaces
341 spaces
342 spaces
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REFER TO SHEET 5 FOR NOTES AND DETAILS
3- 0
PERTAINING TO CONSTRUCTION.
00i INO,
rl? x 1. UNLESS OTHERVASE NOTED, EYJSTING UTILITY REVISIONS
0;2 TFOS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRIJ 20-300b-20 860-291-8755 PROPERTY SURVEY RESURVEY PR
4 - LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE EPARED FOR SHEET
0 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
INFORMATION. ALL EXISTING UTILITIES SHOULD
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THE STATE OF CONNECTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIA ON OF LAND SURVEYORS, INC. GR"MC SCM.E
AS T
4� BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 7 AM PARMO ORMNSKM REV= SIOEYARD RAN am AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 0 20 40 so am PLM
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 9/30/" REwK rm oRADEs & PRoposm sroRm sysum EU1 REAL Tir, INC.
esign
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BY A LICENSED LAND SURVEYOR PRIOR TO
4 9/18/ft REV. ORMIN PROP. STOAM SYSTEK MM WATER dc SEM UNES am TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
CONSTRUCTION. 3 8/1m /W ADO OUR*" STMV TWO ELH IN FM rofelissionals, Inc. DESIGN: ELH DRA W.- EL H cHEcKEo: R,1A
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 2 71/ft tw%m immm DEUNFAY104 & AW DUMPSTERS S.ELLINGTON IRMOAD
AS PER TOW STMT OWANTS MH 12882 1 inch 40 ft.
IMPRESSION SEAL AND ORIGINAL SIGNATURE Civil Engineers Planners - Surveyors - CIS NO.: 98-1115 DA TE: 817198
OF THE PROFESSIONAL ENGINEER /SURVEYOR. NO. DA TE DESCRIPTION 6074 SOUTH WINI)SOR to
8Y RICHARD P. MARTEL LIC. No.
165 south satellite road south windsor connecticut 0 CONNECTICUT
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DRY WELLS
SEDIMENTATION AND EROSION CONTROL NOTES:
1. PRIOR TO THE START OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE INSTALLED
IN CONFORMANCE NTH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL" AS PUBLISHED BY
THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN PLACE UNTIL SUITABLE
PERMANENT VEGETATION IS ESTABLISHED.
2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE NTH THE 'GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION
3. HAYBALES AS SHOWN TO BE BUTTED TIGHTLY END TO END AND STAKED IN PLACE USING TWO 2" X 2" X 36"
WOODEN STAKES PER BALE.
4. ALL EROSION CONTROL MEASURES ARE TO BE INSPECTED, MAINTAINED OR REPLACED ON A WEEKLY BASIS OR
WITHIN 24 HOURS OF A STORM EVENT.
5. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
AGENCY.
6. ANTI -TRACKING APRON SHALL BE INSPECTED REGULARLY TO ENSURE PROPER OPERATION. STONE TO BE ADDED
TO OR REPLACED AS REQUIRED, AND CONTRACTOR WILL BE RESPONSIBLE TO SWEEP EXISTING ROADS AS
REQUIRED.
7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED NTH AIR DRIED WOOD CHIP MULCH
OR SEEDED NTH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
9 ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIATELY RECIEVE MULCH AND TEMPORARY
SEEDING IN ACCORDANCE NTH THE FOLLOWING APPLICATION RATES:
MULCH: RATE
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERRENIAL RYEGRASS 1.0# / 1000 S.F.
10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
11. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT NTH THE GROUND.
12. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION.
13. AN APPROVED EROSION CONTROL BOND IS REQUIRED BEFORE THE START OF ANY CONSTRUCTION ACTIVITY.
14. THE CONTRACTOR SHALL SPRAY WATER AND APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH
CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD WHERE NECESSARY TO PREVENT BUILD UP.
CONSTRUCTION SEQUENCE
1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A PRE -CONSTRUCTION
MEETING WITH THE TOWN OF SOUTH WINDSOR.
2. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRADING.
3. INSTALL ANTI -TRACKING APRONS AS DEPICTED HEREON. THE CONTRACTOR SHALL COORDINATE NTH THE
THE PROPER AGENCIES FOR RELOCATION OF ANY UTILITIES OR SIGNS.
4. INSTALL' EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING AND GRADING.
5. CLEAR AND GRUB AREAS AS SHOWN ON PLANS AND AS DELINEATED IN THE FIELD.
6. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON THE PLANS.
RING SOIL STOCKPILES NTH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT
IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
7. CONSTRUCT RETENTION BASIN SPREADING SUITABLE EXCAVATED MATERIAL IN THE FILL AREAS OF THE PARKING LOT.
8. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS AND CONSTRUCT PROPOSED DETENTION
BASIN INCLUDING OUTLET STRUCTURE AS SHOWN ON THE PLANS. IMMEDIATELY STABILIZE SLOPED AREAS NTH HAY
MULCH OR BY HYDROSEEDING. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND
MAINTAINED AS CONSTRUCTION PROGRESSES. THE DETENTION BASIN IS TO BE STABILIZED PRIOR TO THE DISCHARGE
OF WATER TO IT.
9. INSTALL SANITARY SEWER & WATER MAIN FROM BURHAM STREET.
10. INSTALL STORM DRAINAGE. PROTECT TOP OF CATCH BASINS WITH HAYBALES AND FILTER FABRIC
AS DEPICTED IN THE DETAILS.
11. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS
FOR LOAMING AND SEEDING.
12. PLACE PAVEMENT, CURBING, AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING
SCHEDULE.
ESTIMATED START DATE FOR CONSTRUCTION - FALL 1999
ESTIMATED COMPLETION DATE FOR THE PROJECT - JUNE 1999
HEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SO. FT.
PERMANENT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SO. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
1. SET POSTS AND
EXCAVATE A O'xf' TRENCH
STAPLE THE SILT
FENCING TO THE
i nul�.A
I- POST UPSLOPE FROM POSTS. __
SILT END OF THE POST
FU"4G
CLEANING.
1__,T�
F12" MIN.
4, BACKFILL THE
TRENCH AND COMPACT
THE EXCAVATED SOIL
tmw =
A11F
S TA 7F OF CONNEC TICU T
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REMSIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING U71UTIES 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.
2 9/24/98
80 PACKAGE
F[H
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
1 8/12/98
AS PER STAFF COMMENTS
ELM
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO. DA TE
DESCRIPTION
8 y
4,44
T
%14
41m,
FLOW
STORM SEWER STRUCTURE
ANCHOR WI-Irl Ply-y- "X`X11
`_ um 'j 4 4 0
STAKES IN EACH BALE
HAYBALE INSTALLATION AT CATCH BASINS
NJ S,
A / lr-
/ V/ r
STATE OF CONNECTICUT
7A"
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE NTH 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 CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T--2,
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RlCiiARD P. MARTEL LIC. No.
m
GRAPHIC SCAU
100 0 50 100 20CI
IN FEET
I inch = 100 ft.
-o
'1 vi��
7
860-291-8755
esign
rof essionals, inc.
I Civil Engineers Planners - Surveyors - GIS
165 south satellite road south windsor - Connecticut 06074
. x 4ft
9,:
JL
NIF
MORGAN J BRADLEY* JR.
NIF
DA VID A. CARON &
ROBERT REID, dR.
141
VV,
. Ix
6" CT D.O.T. 2' STONE TO BE PLACED
OVER FILIM FABRIC MATERIAL
SEE SEDIMENT AND EROSION
SHEET FOR PAVEMENT WIDTHS
EDGE OF PAVWENT
THRU STREET
ANTI-TRAMNr. APRnN
% T I fe. _;k
SOILS LEGEND
WuA WINDSOR LOAMY COARSE SAND, (0-3% SLOPES)
WvB WINDSOR LOAMY FINE SAND, (3-8% SLOPES)
NnA NINIGRET FINE SANDY LOAM, (0-3X SLOPES)
WdA WALPOLE SANDY LOAM, (0-3% SLOPES)
n a - SOIL DELINEATION LINE
20' TEMPORARY CONSTRUCTION EASEMENT
IN FA VOR OF DST REAL TY, 11VC
AN-n-TRACKING PAD
(T'yp*) EX. HWRANr
ry f D� GAS VAL W
,.__�A I VE
6'
4 7IF A
A
EX HmRAArr
44,
NN @ 9 11 My, 1 Em
10
M(U* NO Ni Rom- IM I- I
DEsIGIv.. EL H DRA wN.- EL H CHECKED: RJA
JOS NO.: 98- 1715 DA TE: 817198
DRA WNG NO.: C.- UOB k 981115 \ 981115SP. D WG
PROPERTY SURVEY RESURVEY PREPARED FOR -------SHEET
DST REALTY
, INC. 4
125 ]ELUNGTON ROAD
SOUTH WINDSOR CONNIECTMUT
4
10
4
Jim
e--,-
WATF-R
4r U
TIC)
00
619,
4ft- _.-O 1-4W
III I ) I I I
STANDARD GATE E30X
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A
47~ '49-"r
UVr1t 0A hl'r n;7TA I I
Ul I &W I % 1.1 I'll 9 W� 1 —4 �
TYPICAL RETAINING GLAND
INSTALLATION
U x 1. UNLESS OTHERVASE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTIUTIES SHOULD
QD 0)
cc (D BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
:� -4
(d (2 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 SEARS THE 1 1 10/5/98 tEV. UTIL.
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVE.YOR. NO. I DA TE
RENASIONS
PROPOSED BUILDING
150,000± sq.ft.
FFE=62-75
A ��4 T
V77 !w
Rim
IM
I �V--
r6+00 1PSMHP—
ST"+43.5
I
I IF
3.5
SAN.INV=56.6
-�q 9. B 3'
......... . .
'2-45- BENDS
.... . ......... ...... . _.
7(
6�
6l
6A
6,
6(
5�
51
5,
5:
5(
4�
41
4,
4:
4(
3�
31
DATUM ELEV
35
F
7W
A
A
1 !6.0
_T
zz!ff .0--W/
CONCRETE ANCHORS
FOR USE WITH 16-INCH 8 SMALLER
WATER MAINS
IENT NOTES. ADD GRAM! ACCESS DR ELH
DESCRIP TION �ay
LEGEND
n-, 1, �_n C I � A Ifl- R
uv� --Me
0 IRON PIN TO BE SET
0 EXISTING IRON PIN
m EXISTING MONUMENT
=ET EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
<S)z EXISTING SANITARY MANHOLE AND PIPE
PROPOSED SANITARY MANHOLE AND PIPE
EXISTING CONTOUR
52-- PROPOSED CONTOUR
e PROPOSED WATER GATE
GRAPHIC SCALE
40 0 20 40 ap
IN rm)
1 inch = 40 ft
3+00
CLEAN OUT (TYP.) EVERY 100'
PLAN
QrAl F I" —An'
PROFILE
SCALE 1"=40' HORZ.
1 I)= 4' VERT.
4
4+00 1F?f
0.
r029 1 1.25* BEND
2-45* BENDS
If
1 lo'
0'
r0
r
/FP S�M H 3
S
S T
TA
+20.85
6t
-6 .2
TF
TOPSMH#3
SEE SHEET7
PSM1H#1
STA 14+23.35
TF=58.9
INV.=45.12
11.25' BEND
19 LF 8" PVCP 0 0.011 FPF
-LX CL - C8
INv.7DO'Dz
;Ali
10' GRA VEL ACCESS DRIVE
"' 20' U RL I 77ES EA SEMEN T IN FA VOR
Inf- ne"r nf-Al 7'%,' ^^AJAI1!-^7711111r JAI.,% A-
L/r LIZ) I fT - t� 11 UU 1, [IV(-. 0C
-'04L / f ""'wyr
YETTOPOLIrTAN DISTRICT COMMISSION &
TOM OF SOU77-1 WNDSOR �7
P �2
STS�MP 1+ 70.85
A
TF-59.0
IL IT47.83
SHED
10,
20' TEMPORA R Y CONS TRUC 77ON EA SEMEN T
IN FA VOH UF US ft A L Y UUNNt G- //C;U 7, INU.
r- V
C_ A.
C C
L 8
1A
r------
G 4
_w W-1
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swr PoiE W
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W4 7ER
M. CA 7E*
860-291,8755
PLAN & PROFLE
esign STA 0000 - STA 00431M
ofessionals, inc. Df'9Gm. ELH I DRAw.- ELH I CHECKED: RJA
I Civil Engineers - Planners - Surveyors - CIS " NO,: 98-11115 1 0A 7E.- 9121198
165 south satellite road - south windsor � connecticut 06074 DRA WNG NO.: AA JOB � 981115 )1 It 15y tilprof
FA,
PROPERTY SURVEY RESURVEY PREPARED FOR SHEET
DST REALTY INC.
5
125 IELLRNGTON ROAD
SOUTH WIMSOR CONNEMCUT
wr
10
10)
-It +
:lk (D
PL� Iv)
0)
tl
TF=60.2
L X 1 �5 11.
gTRADE
TF=59.0
PROPOSED
8" WATER
LINE
(C.L.D.I.F.)
'INV=53.51)-
INV=50.52
-----
IN
/=47.83
I
V=45.12
INV=44.91
uj
272 LF
87PVCP G
0.011 FFF
245 L-
8."PVCP
0 0.011 FPF
2415
LF 8"PVCP
0 0.011
FPF
19 LF
PVCI: L
!W=.,
-A-
.97.9.
EF-3034 MR35
NTH RU38ER
- PLY
"0"
—\4NYL(—HLORIDE
RING JOINTS
PVCPIP-A-.
S-.T.V.-D--3034
WITH RJBBER
SDR-35 ROLY
"0"
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RING JOINTS
F—.S.T.M.
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6YI1 CONNj�:C- nCU
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----------------
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ai
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k
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T/,8t RAZED
4 VA
-X. 18 EIVERj�;RLN
UNI,
-FJS OT-HF.RWSE NOTED, ExisTING UTILITY
OCA!iONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION ALL EXISTI�G UTILITIES SHOULD
OR To CONSTR
CC) 4� BE FIELD VERIFIED PRII UCTION.
m �
U'D 2- ALL UPLI rIES ARE TO BE STAKED IN THE FIELD
t_n 0
By A LIUNSED LAND SLRVEYOR PRIOR TO
CON4;TRVCTION.
3, THIS Pt AN IS INVALID� UNLESS IT BEARS THE
IVPRI SFAI ANr) qRIGINAL SIGNATURE
rR0FFS9DNA1. ENGINEER/SURVEYCR.
m
% S-A "ro. 2262
10/13/98
Q/10/98
9/2/98
8/18/ga
OA TE
2262
. ........
LEGEND
m EXISTING MONUMENT FOUND
0 EXISTING PIN FOUND
El PROPOSED MONUMENT TO BE SET
0 PROPOSED IRON PIN TO BE SET
X\
sIvEr No. 2264
C6
K MAILBOX
T No. 226J
4
INSTALL STOP SIGN
--- INSTALL DOUBLE YELLOW LINE
RE\ASIONS
REV. PARKING & BUILDING COWGURATION
RE)A0VE PKG. & CB
LABEL AND REVISE RADII AT ENTRANCE DRIVE
REGRADED & REVISED SOUTHERLY SIGHT LINE
DESCRIPTION
EX
0
S
22.!
kEN
/0
.3
SNET No. 2266S
ye SNErNo. 2265
5
EX. C8
e(:)' SNET No. 2267
<01 SNET No. 2266
12
10' WOE RIPRAP
WWI
T,
4'.
01
lo
i-". lap
'As
X59.9
Nlf
S TA TE OF
BROKEN z
MONUMENT CONNEC TICU T
r
NIF NIF
S TA TE- OF If MORU N LJ.
'?ADLE�
CONNEC TICU T
NI
LIOSEPH W. LJ
t
.....................
%
80'
WA
01 11 IS
S�-
up�'-
%
If
.... ... . J�P.
EX MEADOW I
If 1
PROPOSED RETENTION /XREA
3.3± ac. 4
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860-291-8755 PROPERTYSURVEYRESURVEYPREPARED FOR t�mt.L I
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN I
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. GRAPHIC SCALE STC PLAN
ELH AND CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 AND VER11CAL ACCURACY CLASS T-2. 40 0 20 40 80 DST REALTY
I I I I I esign INC, 8
KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. mr!k� EMN01=1111 of essionals., Inc.
ELH ( IN FM ) &r DESIGN: ELH 7DRA WN.- ELH CHECKED: RJA ELLINGTON ROAD
ELH I inch - 40 ft. 1 '/08 No.: 98-1115 DA 7E.- 8117198
12882 1 Civil Engineers - Planners - Surveyors - CIS
BY RICHARD P. MARTEL LIC. No. 165 south satellite road - south windsor connecticut 06074 ORA WNG No.: C.- UOB k,981115 k 981115bid. WG SOUTH WINIAOR CONNECTICUT
11�' 'jx
Tr.
j
tr�.4..
W
4.' '316m^ A; 2 1:1LU 'A
22.5'
BEND
GENERAL NOTES:
1 ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND
SPECIFICATIONS.
2. ALL PROPOSED CATCH BASINS ARE TO HAVE 2 FT. SUMPS.
3. THE ENTRANCE DRIVE TO THE PROPOSED PARKING LOT SHALL HAVE A 1 112" LIP AT ROUTE 30.
4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5. FIELD CHANCES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
6. CATCH BASIN TOPS SHALL NOT BE CEMENTED DOWN UNTIL FINAL GRADES ARE SET.
7. ALL. PROPOSED UTILITIES ARE TO BE UNDERGROUND.
8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STORM DRAINAGE
CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE STATE OF
CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL
CONSTRUCTION, FORM 814", OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION
DETAILS IHAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFORM TO THE STATE
OF CONNECTICUT, DEPARTMENT OF TRANSPORTATION STANDARD ROADWAY DETAILS.
9� MAXIMUM
SLOPE OF FILL To BE 3: 1. ALL FILL MATERIAL TO BE CLEAN MATERIAL.
"CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE , OF POLLUTION
10 SURFACE WATERS OR GROUNDWATERS. MOREOVER, CLEAN TYPICALLY EXCLUDES,
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION WASTE MATERIALS
OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, INCLUDING CONCRETE, ASPHALT, PAVING
MATERIALS OR BY-PRODUCTS, YARD WASTES, INCLUDING BRANCHES, LIMBS, BRUSH, SHRUBS,
1REES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR EMINATING
FROM LAND; NONPUTRLSIBLE SOLID WASTES, COMBUSTIBLE OR NON -COMBUSTIBLE; AND
BULKY RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
10 ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED
WOM
'3'11i N01 BURIED.
U-I[:T:ES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
1H[ CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EYCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
12 THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
COI`JTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON
C) ACCOMPLISH
[ROAD WHERE NECESSARY TO PREVENT DUST BUILD UP.
115. NE P.Al'iDS LIMITS DEPICT D HEREON WERE DELINEATED AND FLAGGED BY REMA
C0'LOGIC,'AL ASSOCIATWAND FIELD LOCATED BY DESIGN PROFESSIONALS, INC.
I
3 JLY 20, 1998.
PARC-FL 14,/F UNDER THE CONTROL OF DST REALTY-CONNECTICUT, INC.
PARCEL ZONE 15 THE 1- 91 CORRIDOR DEVELOPMENT (CD).
0PAINACE PIPES WITHIN PROPOSED PARKING LOT SHALL BE
��[-R�OkAITD ADS �,112 PIPE.
PROPO`�ED RETAIN11113 WAILLS TO BE DESIGNED BY QUALIFIED STRUCTURAL ENGINEER.
IRAID HOODS ARE PROPOSED FOR CB'S #5, 11, 13, 19, 22, 26, & 28.
SPFCIFS PROPO S D ALONG ANTICIPATED WATER LINE FOR THE OPEN WATER OF
7FNTION BASIN is TO BE DETERMINED.
I
[�AL DESIGN OF THiE CROSS-COUNTRY WATER AND SEWER LINES ARE SUBJECT TO
il-'000[JAN DISTRICT tOMMISSION'S REVISION /APPROVAL.
�)fjf'Ri IT CURB SHALL OE INSTALLED WHERE THE SIDEWALK ABUTS THE PAVEMENT EDGE
)rPICIED ON THE PL�NS. BITUMINOUS CURB SHALL BE USED THROUGHOUT
REM'AINDF'R 01' THE PARKING AREAS AND DRIVES.
PAVEMENT 5- THICK 4000 f CONCRETE SUB —
PLAN FOR DIMENSIONS
BARS 0 112"O.C.
7
C, 0
0 0 0 0 0 0 COMPACTED SUBGRADE
711vl—l\��1-1\ 0 0
xx,xxx�,�,X,
1�\
9" THICK
PROCESSED STONE
DUMPSTER PAD DETAIL
N T S
X X
L R,
DETAii, 'A'
>- SECTION Y-Y
i
PLAN VIEW
D DETAIL 'A'
- N.T.S,
C BARREL B DETAIL 'A' FOR USE NTH COR-
RUGATED METAL PIPE 54" OR
--LINE -�_71" MIN. LARGER.
T
WA(L I'SFE NOTE 2)
END VIEW
SECTIONI X-X t;
POURED CONCRETE CUTOFF WALL
OR PRECAST CATCH BASIN SUMP,
A 1 4 1^1 H 0 M cc DU ^V C%, V11 I_ IV' ru- R T rL N Du
DIMENSIONS FOR RE
DIA
A
8
2, - 3
Y
q-
2' 11
4'
Ij 1 '2-
3' -- 7 1,2"
2
'35'
4'- 6-
1- -
2*-
42
5'-1:
2
4A
2' C-
6'- 0
2
',4—
2- 3-
1 5:-6:
1 2
60'
2 -.6
5 -- 0
�
1 12
4
2 -q-
4
-
2 3
3
INFORCED CONCRETE CULVERT END
FLARE
REINFORCEMENT
OW LAYER ONLY IN CENTS OF WALL
MIN AREA OF
MIN AREA OF
C
1)
E
F
R,
R,
LONGITUDINALS
TRANSMIM STEEL
SO.ftKR FOOT
SQ.N.MA MOT
-10"
3, - C),
2'-5"
V-3 112'
1'- 0"
0.060
0,060
X- 2"
51-1
3,-6,
2'-71/2'
V-4-
V-1.
0.068
0.0"
'-6-
6'-1 1,12'
4'-0'
T-9 3116-
V-4 13/16'
V-2*
0.72
0.072
1 3/4'
6'- 11 3/4
Y-0'
3'- 1'
V- 6 1 /2'
1'- 3-
0.084
0.084
10 3/4'
8*-1j 3/4"
6'-: 06:
V-8-
0.096
0.096
'.-11:
8:j-2:
6'-
/2
-3 112"
V-10*
0.108
0.108
-2
8
7'-0-
4_
'-6 1/2
4-
2' 1/.2"
V-10'
0.120
0.120
'- 11"
' 4"
L
1':-60:
--4
2'--9 1/8-
2'-0-
0.1132
a132
*-� .
8 _
3--1 /16-
2*-0'
0.1 44
0 * 144
- - 3,, e
6'p-", I
13/8
2' -0:
1' -7 i5/ial
10 11/4'
9'
0.048
0048
' 10'
2'--6
V-5/16'
V-1/2"
11,
0.054
0.054
EL6REQ END DETAIL
N. T. S.
-n
I uN--(SS Or�if`PWISE NOTED, EXISTINq
UTIUTY
�.00ATICNI) A', SHOWN, ARF BASED ONJAVAILABLE
iNFORMATiON ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFiED PRIOR TO CONSTRU
TION.
ALI J11LITiES ARIT tO BE STAKED IIII
THE FIELD
BY 4, LICENSED LAND SURVEYOR PRIOR
TO
CONSIRuC FION�
3, 7).I.:� :ILAN s'S INVALID UNLESS IT BEARS
THE
V PPI z"-!i,DN `,f AL AND ORIGINAL S!GNAPJRE
'NA, INGINE;R , `
-Sl AN A
YOR.
3 8"
4000 PSI
CONCRETE
_5�
(SEE SIDEW LK
DETAIL)
6'
LJ -
ZZZZZI
15"
ij Q..M
M<
M 6" Min
-j 0
V)
H
W 5
0 a-
ID 'e�ts
0 0,
Of 1.-
a- 0
0. < 0
0
00
NOTE: USE PROCESS GRAVEL UNDER CURB
TYPICAL
CONCRETE
CURB DETAIL
N. T. S.
LAWN/
STREETS/
STREE7117S/
LAWN/
CROSS-COUNTRY
PAVED AREAS
PAVED AREAS
CROSS-COUNTRY
SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL
4- Mi
Min.
0
Approved granular non -organic backfilll
material placed and compacted in one
0
12"
01�
0
12'
foot (max.) lifts.
0 0
0 0
0 0.
T
Warning tape per Conn. General Statute
16-345, amended, 12'
0
section as pieced
(min.) to 24" (max.) above the top of
0
the pipe.
0
0
Bonk Run Gravel fill
0
0
Sand Blanket placed and compacted
in 6' layers. No stone
forger than 1 1/2".
1
12"
",,—Pipe,
Material shall meet
as specified DOT M0205
12'
1/2 O.D.
If
21
1/2 O.D�
//P2
PIPE
1
3/4" Broken Traprock
Ip
PIPE
1/2 O.D.
<
1;7
3/4" Crushed stone bedding material
1
1/2 O.D.
PIPE
10
<
in rock excavation or as directed by
PIP
PIPE
i
<
the engineer. The material shall
D.O.T. M.01.01.21 for 3/4"
i
6* min.
11
meet
stone. Backfill to centerline of
6" Min.
pipe when using Polyethylene or
A.B.S.
pipe.
12" Oh
PI
12'
O.D. 12"
PWE
PIPE TRENCH SECTION
1`4 T. S.
FINISH GRADE STANDARD M.H.
FRAME AND COVER
—ADJUST TO GRADE WITH
CONCRETE MANHOLE BLOCK
0 12
5
a0 C�j [�D D�� FtQ ff] 0 0
r,� 1--9 4' DEPTH -10
2�S a 0 C�j C��o [�Q D�� Q C
V
*q am C�2 DQ C�K I�K] Q 0 a AN
�;, ep
0�7
f5l 1:�J! DQ I�Q DQ EQ 00
ff9 PQp a 0 MJ DQ C�Q DQ Q 0 a
17
i�vl 4\ 4-
-8'-0' DIA.
8'-0" DIA.
All Aroundl
NOTE:
DRYWELL TO BE ROTONDO 8 FOOT DIAMETER PRECAST HEAVY DUTY
OR APPROVED EOUAL
DRYWELL INSTALLATION DETAIL.
N. T. S.
PLAN VIEW
2" BROKEN STONE
7- 144
CASTIRON HANDLE
8.5-
< 10"
L
8 .5"
6.5'
A B PIPE SIZE WT. LBS. SETTING METHOD
16" 12' TO 6" 70 lb 2 HOOKS
18" 12* a, 75 lb 2 HOOKS
20" 12" 1 85 lb 2 HOOKS
22" 16" 12" 100 lb 2 HOOKS
25" 17" 135 lb 2 HOOKS
1 28" 1 20" 155 lb 2 HOOKS
CATCH BASIN TRAP HOOD DETAIL
N. T. S.
1 /2": 1'
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 & grate, manhole frame &
cover, misc. manhole details, and typical trench section.
3. Aluminum steps shall be installed at 12" vertical intervals from 12" (max)
below top of frame elevation to 12" (max) above inside bottom elevation
at each access point.
4. Structure shall meet H-20 loading criteria.
STD. TYPE "C" C.B.
4" 1 Beam (9.5#/ft)- ADJUST TO GRADE WITH MAX
F— FRAME AND COVER OF TWO COURSE OF BRICK
—21-7,f) CURB LINE
STD. M.H. FRAME
AND COVER 1 2'-8 3/4"
1-101, MIN L
V-10
M
<
-1" DIAM. BUTYL >
RUBBER SEAL
OR EQUIV. T-
0
Gj
HEIGHT OF BAFFLE T-
10
EVEN WITH CL_OF LLJ
OUILEI PIPE
0
Z:
3'- 8"
2'- 1 5/8"
8'- 0 10 6'-0'
9 71-00
1 /—\ K a A A r--\ r--%
�:)LU I I UIN A —A I I UIN b— b
SEDIMENTATION STRUCTURE DETAIL
N.T.&
A L U M
STEP
R 1/4' R
1/4
1/4": 1' 1
-4144
�4 4
4" TOPSOIL 5" CONC. SIDEWALK
8" PROCESSED STONE
TYPICAL SIDEWALK SECTION
N. T. S.
IN —LINE CLEANOUT (TYPE 1) DETAIL
N. T.S.
RE\ASIONS
GRAPHIC SCALE
40 0 20 40 Do
4
10/7/98
ADO DuMPSTER PAD & DRYWELL DETAILS
ELH
3
0/24/98
810 PACKAGE
ELH
FE
IN M
I inch 40 ft.
2
9/16/98
ADD MDC UTILITIES & CURB NOTES
ADD GONCRETE CURB DETAIL
ELH
1
5/12/98
AS PER TOV&4 STAFF COMMENTS
ELH
NO.
DA TE
DESCRIPTION
BY
�?,
��A40"
4" TOPSOIL
"M�.3,4,
MOO
04 MAX)
Pi E
P
DIAM.
A
8
C
D
E
F
G
H
RIP -RAP
TONS
24-
1 17'
1 10-
12 1/2'
11 1/2-1
1
1 8-
12 1/2-15
1/2-1
15
ENERGY DISSIPATOR DETAIL
N. T. S.
50' RIGHT OF WAY
24' PAVEMENT
4'-4 . ...........
PLAN \4EW
APPLICATION OF GR,
V-7 3/8"
-FYMI. gkoqS-SILOPIE
12'
BITUMINOUS CONCRETE R8
1 4"PER FOOT
SUBBASE: 8" GRAVEL (DEPTH SHALL BE INCREASED TO 12"
WHERE LEDGE OR ROCK IS PRESENT)
BASE COURSE: 4"BROKEN STONE OR 6" PROCESSED AGGREGATE
WEARING SURFACE: 2 1/2* BITUMINOUS CONCRETE PLACED IN TWO LAYERS
NOTE: THE MAIN DRIVE AND DRIVE TO LOADING DOCKS SHALL HAVE A 4' BITUMINOUS CONCRETE
"
co
T
-j
-j
X <, 110
0
-
I-
U73 z 0
'Z�dld
Uj
.:tip
rm
N07ES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED k.�j Nt-�
; I ��,
AND GROUTED WITH CEMENT. r, 'r", -1
2. LADDER RUNGS SHALL BE PRO�-11'1`
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEED
8 FEET.
M 3. IN SANDY SOILS APPLY DAMP
PROOFING ON ALL FOUR WALLS.'
4. RED BRICK NOT TO BE USED.
5. WHERE 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
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMrM
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0' OF
COVER OVER PIPE AT SELLS
9. PROVIDE 6' OF 3/4' TRAPROCK
UNDER EACH STRUCTURE AT BASE.
V-1 5/8- 4'-8 3/4"
_—BRICK LEVELERS
lo
a. 3-5/8--
W
3-5/8'
Z
X
00
-
N'
'-CLASS 'C' CONC.---.
IC
OR PRECAST C C
(a I BLOCK A,
Ij
3'-0*
'
4'-0'
CLASS C
CONC.
4'-4* 5'-4'
SECDON B-.a SECTION A -A
TYPE V CATCH BASIN DETAIL
N.T S
3'
2
WEARING SURFACE PLACED IN TWO LAYERS AND AN 8
STONE BASE COURSE.
FLOW
24 WIDE PAVEMENT CROSS SECTION 4" STONE
N. T. S.
BITUMINOUS CURB DETAIL
N.T.S.
CONCRETE OR
RICK INVERT
B E3
SECTION A -A
STANDARD M.H.
FRAME AND COVER
ADJUST TO GRADE NTH
MAX. OF FOUR COURSES
OF CONC. BRICK
-0 Lij
I ZO
4 0 1
c 16"TYP
C
I
IV)
Li 5
uj ALUM
STEP
V.
V)
1 A'j
I[m-- 4'-0- DIA
I co a
FLOW
PRECAST REINFORCED
CONCRETE MANHOLE
ECCENTRIC CONE
REINFORCED CONCRETE
MANHOLE SECTIONS WITH
U mm, juini,
-5-
�EINFORCED CONCRETE
ANHOLE BASE
FLOW
CONCRETE OR BRICK
MORTAR INVERT
CRUSHED STONE FOUNDATION
SECTION B-B
REINFORCED PRECAST
MANHOLE DETAIL
N. T. S.
14"XlO* FORGED ALUMINUM
SAFETY RUNG MANHOLE
STEPS 16"O.C. TOP STEP
TO BE 4* BELOW FRAME
6.11,
4.0*
Flared End NOTE.
Rliprap, RIPRAP D(MUCION
Pipe bedding A SIZE 'A'
MODIFIED 150
INTERMEOIATIE 20
STANDARD 36"
min.
Filter Fabric frocessod gravel
RIPRAP INSTALLATION DETAIL
N. T. S.
HANDICAP MARKING DETAIL
N. T. S.
39AIr @I%! &8X
11 Varies
(nom. 1 meter)
-- ------------------ P.C-
CHANNEL SECTION
SIDE VIEW OF CHANNEL
a 19.70" Pint VrWAj14 CtWAWNCt
H`EA,V-Y-D,UTY IN -LAY GRATE
L*CK DOWN BOLT
6.1" SED0114G CONCRETE
H
PLAN VIEW
i e% -7t%" —
-1
<
-----------
9.4"
19.1"
22.5"
4" Min. �q
A,
1
4,
-- 1� ----- --
4"PREFORMED
CUTOUT OUTLETS SIDE VIEW PREFORMED INSTALLATION
CUTOUT OUTLETS
CATCH BASIN
TRENCH DRAIN DETAIL
N. T. S.
860-291-8755
esign
&rofesslonals, Inc.
1 Civil Engineers - Planners - Surveyors - Cis
165 vouth satellite rood south Windsor - connecticut 06074
DETAM
DST REALTY INC,
125 ELLRNGTON ROAD
SOUM WINDSOR C014NECMCUT
DEYGN.- ELH IDRAW:
CH
EICKED: RJA
jos No.: 98-1115
IDA X 817198
DRA WNG NO.: D.- IdW198 115DETAILS.DWG
SHEET'
A
'ON S&4 '7
41
W4 Tlowf_t 0 Ile soam. ?VLq�
1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 060714 1540 SULUVAN AVENUE - SOUTH WINDSOR, CONN. 06074
AREA CODE 860 Y 6"-2511 AAEA CODE 860 / 644-2511
C
August 24, 1998
Certified Mail
Thomas R. McGee, Jr., Vice President
DST Realty, Inc.
333 West 11 th Street, Suite 101
K
ansas City, MO 64105
Dear Mr. McGee:
Re. Appl #98-40P, DST Realty, Inc. Site Plan/ 119 Elling ton Road, South Windsor
At the August 17, 1998 special meeting, the Inland Wetlands Agency/ Conservation
Commission approved appl #98-40P, DST Realty, Inc. - IWA/CC permit for the
construction of a 160,000 sq. ft. building and associated improvements on property
located at 119 Ellington Road, 1-291 CD zone (Assessor's map #5 & 6, parcels 25, 26,
27) as shown on plans prepared by Design Professionals, Inc., Job. No. #98-1115 and
revised through August 12, 1998. This approval is subject to the follouring conditions:
1. One blueprint copy of the entire set of plans and this letter reproduced thereon,
must be submitted to this Commission. This must be completed within 65 days of
approval prior to any construction activity on the site. Plans submitted to Planning
& Zoning Commission shall be considered having met this requirement.
2. The application shall indemnify and hold 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 on August 17, 2003. It is 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.
CERTEFIED MA1L
August 24, 1998
W-own ayeSauM ?da-zd,4&,r
1540 SULLIVAN AVENUE * SOUTH WINDSOR. CONN. 06074
AREA CODE 203/644-2511
Mr. Thomas McGee, Jr., Vice President
DST Realty, Inc.
333 W. I I th Street, Suite 10 1
Kansas City, MO 64 05
September 2. 1998
1640, 5ULLIVAN AVENUE SOUT04 WINDSOR. CONN, OrYO74
AREA CODE 2031644-21511
semmber 12"A'L 1998
Mr. 11iomas Nk-Cree, Jr,, Vicc Prc�ident
RE: Output Technologies, Inc. DST Realty, fnc.
333 W. I I th Street, Suite 10 1
-, - � V4, Iv,
125 Ellington Road
� me"
DST Realty, lnc�'. Kansas City, M 0 641 D5
SOUTH WINDSOR, CT
c/o Thomas R. McGee, Ir., Vice res dent
4,
333 West I VI` Street, Suite 10,
RE: Output Technologim Inc.
McGee: V.
Dear Mr
Kansas City, MO 64105
IZ5 EXacton Road h�i
so
The South Windsor Arater Pollution Control Authority, at its special mee n of Augu 20 1
UTH WINDSOR, CT
ti 9 st 998, gave approval v �v
WP
Dear Mr. McGee: for the connection to the Burnham Street sewer of a commercial building at 125 Ellington Road, as more
Ali.
, -T�� -4 'r��,,,,
specifically shown an plans entitled "Output Technologies Site Plan of Development 125 Ellington Road !,k
Re: Appl #98-40P, DST Realty/Output Technologies Site Plan
South Windsor, Connecticut," Sheet No. 215. Plot Plan labeled "Property Survey Resurvey prepared for DST
Realty, Inc. — Ellington Road -- South Windsor, Connecticut " by Design Professionals, Inc., South Windsor, The South Windsor Water Pollutioit Contra] Authority, at its regular nreting of September 15, 1998, ;ave
We are pleased to advise you that the Planning & Zoning Commission voted on Augiist 18, 1998 to approve,
Connecticut, Job No. 98-1115, dated 8/1/98, no revisions, and subject to the following conditions: aprav�J tbr the connection to the 13=ham Strftt sewer of a conumrcial buildirig at 125 Ellington Road, as
with modifications, the above referenced application for a Site Plan of Development. more specifically shown on Drawing 215, Plot Plan emitled "Property Survey Resurvey prepamd for DST
1. Technical approval of the Town Engineeiing Department.
This approval is for the construction of a 160,000 sq ft building on property located on the southerly side of Realty, Inc. — Ring= Road -- South Windsor — Connecticut" by Design Professionals. Inc,, dated
Ellington Road, CD zone, as shown on plans prepared by Design Professionals dated August 7, 1998, as Final Authority approval and acceptance of the sanitary sewemge connection will be given once the U7/98, ro-vision no, I dated 9/1V98, job -no. 98-1115; and a1w in 3=0rd=Ce with "Orthophoto'Klxpof
revised. This approval is subject to the following modifications: sewer line has been installed and inspected by the Town stafL and based upon the written verification of TOIR'n Of SOUth WiD450T - - HardOM COUnty -- Cozavcdcut" hvra the South Wiadwr A.�*�Saes Offloc�,
the Town staff that said sanitary sewer line was installed in substantial conformance with the design prepared by Quinn Associates; and subjcct to the following Conditions:
1. Prior to commencement of any site work-, a meeting must be held with Town Staff. plans previously approved by the Authority, and meeting all Town regulations and appropriate technical
specifications reiating to sanitary sewer construction. I Tehnical approvai of the Town Engineering Deparanent.
2. No building permit will be issued until the final mylars have been filed in the ToAm Clerk's office.
'U and ==Pau= Of theSwiMY Mwc 9C COOMCWR will begiven "we the
3. The WPCA shall make a determination as to whether the sewer line is a building lateraLfbuliding sewer Final Authority approv,
3. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation or a crm-couritry main lint� sewer. 3twcT line Nu bt,�n j%WW and impAftd by ft Towa,�taff, and based upon -ftr written venfication of
Commission, including a bond in the amount of $10,000. the Town YWTthsi saiJ &vitary sewer line wa3 misuilled in substqntial i;,Onforrnance with the design
4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning 4 This approval letter must be superimposed on the final approval plans. ptam previously approved by the Authority. and mwting all Town regulatimm and Rpprapyiate technical
speefficanons relating to sanitary sewer construction.
Regulations. Very y yours,
3. The proposed Output Ttchwlogies, Inc., sewer lirm to Bumham Sticet $hall 1�e
5. Footing drains are required if the building has a basement. Town -owned cross-country lint.
5. A contact person shall be identified on the plans.
6. A landscape bond in the amount of $5,000 is required and must be submitted prior to filing of mylars.
Thom —as Hindson, Ch&irman
4. The prc�ent easernont (or equivalont thcrcofl, In a f0M accelgabic to the Town .11 forne�, vh4dJ
6. We recommend a bond in the amount of $10,000 be submitted to the Planning &
7. All plans used in the field by the developer must bear the stamp and authorized sipanwe of the To,.vn of
Water Pollution Control Authority
he. tr;insferzwd to the Town of South Wiadsur,
Zoning Commission to ensure compliance with the Erosion and Sedimentation
South Windsor.
TH:rt
5. A proper gavel base shaJI be provided for Town ar-cess to the Awer itne
Control Measures.
8. WPCA approval is required.
cc: Matthew Galfigan, Town Manager
Michael J. Gantick. Director of Public Wo&q
he ine
6. Manholesshafl bein5taUedevery 300 lineal feet 41009t scwcrl*
IFI-1 ��'
7. The basin that is being constructed for this project will be treated as a regulated
Jerry lazzetta, Town Engineer
area after construction is finished.
9. Show dumpster locations (on c-oncrete pad & screened).
Marcia Banach, Director of Planning
7, 7bis approval letter must be wpenrnposed an the final approval plam.
John Collins, Chief Building Inspector
3
A.,
8. A dust control plan shall be submitted because of the amount of land that will be
open during construction.
EAW/pmm
Cc: Chief Building Official
Planning & Zoning Commission
Town Engineer
Design Professionals, Inc.
1 UNLESS OTHERNSE 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 FNGINFER/SURVE_Y0R
t "t,
A161UP"?
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
Elizabeth A. Warren, Chairman
REVISIONS
1 It) /I ADD WPCA APPROVAL LETTER (9/22/98)
NO. DA TE DESCRIPTION
ELH
BY
10. As reconunended by the Architectural and Design Review Committee. additional evergreen shrubs to be
added to the front entrance area; a note to be added to the plans regarding maintenance of the wildflower
planting area; and applicant to return to ADRC for review of site signage when designs are completed.
11. Engineering items included in the memorandum dated August 10, 1998, from the Town Engineer to the
Director of Planning must be addressed. Sight line to the south on Route 30 to be impmved by site gmding.
12. All sediment struchires to be inspected and maintained two times per year.
13. The northeast perimeter of the retention basin should not be mowed; instead, it should be allowed to
naturalize with monitoring to manage mivasive species, in order to provide a sheltered corridor for wildlife
to utilize the pond.
Black and white twisparent mylars of Sheets # 2 & 3 with the above modifications, together with three
blueprint copies of the entire set of plans must be submitted to tWs Conimission within 30 days to be stamped
and signed. The letters of approval of this Commission as well as the Wand Wetlands Agency/Conservation
Con=ission must be reproduced on the mylars.
After the mylars have been signed by the Commission, they will be retumed to you for filing in the Office of the
Town Clerk, After filing these plans, a copy of the receipt must be submitted to the Planning Department.
FAC/dlw
cc. Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
A_�
Very truly yours,
PLANNING & ZONING CONMSSION
Frank A. Castro, Chainnan
GRAPHIC SCALE
40 0 20 40 80
IN FEET
1 inch = 40 ft.
,� jA
-
aa-
Very I ly youn.
Thorno Hihd�wn. Chw'rman
Water Pollution Contrui Authonity
TH:rt
CC. Malthew Galligan. Town Manager
Michael J Cxmtick, Director of Public Work-s
JtM 1=tna. Town Eagincei
ML=la Bai)a0i. Director of Planning
Jolin Collins, Chief Building Inspector
-291 - 8-11,
APPIPP"n"DWAL LIETTEMSI
esign —7 DRAWN EL H—THL-CKED.- PRD
rof essionals, inc. DEIGIV.-
Civil Engineers Planners - Surveyors - GIS JOB NO.: 98-1115 DA r,'.- 9122198
165 south satellite road south windsor - connecticut 06074 DRAWNG NO.: C.- �AAJO,9�987115�1115cprvl.dK
_DS_T REALTY, INC.
RZ5 1ELUNGTON ROAD
SOUTH WUNDSOR CONNECTUCUT
SHEET
10/
41
��1_111tv -�A
aw
399'-10"
1 2 3 4 5 7 8 9 1 1
36'-0" 36'-0" 36'-0" 36'-0' 36'-0" 36'-0" 10M- 36'-0" 36'-0" 36'-0" 36' -0" 36'-0" V-6"
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Planting Notes
I. he con',ractor shall provide a minimum of 6" screened topsoil to all proposed lawn areas.
2. All areas disturbed by corstnuction shall be seeded with seed rriix (see "Lawn Seeding' below)
3 There shall be no substitutions of plan', material without prior approval of the landscape architect. The landscape architect shall
approve the placerrpnt of all plant material before installation The contractor sha*l give at least 48 hours rolica to the
landscape architect of the expected date of Jnvallation.
4. Plantirg of trees and shrubs sheli be as follows,
Soil rnix shall be carefully worked around ball.
Soak the soil mix below and around bottom of bell. When hole is halt full of soil mix, soak again.
Fill holis comp)ately with soil nlix and soak again
5. Soil preparation of perennial beds shall be as follows
The contractor shall remove twlgs ard roots, and stones over 2' in diameter and shall incorporate composted manure to a
depth of at (east 12".
BtAb planting areas shall be treated with 'Bulb Booster' for equal) per manufacturer's Instrucions.
Pere,inials and bulbs shall be mulched with 2' of flneiy shfadded pine bark mulrh
Maintenance Notes:
1. The Wildflower planting area shall be mowed once a year in late autumn,
around November 15. This area should be mowed to a height of 12 inches.
2. The northeastern perimeter of the retention basin shall not be mowed.
This area shall be allowed to naturalize and monitored to manage invosive specie:
Z
Wqwbol
Bafan" Mom
Common Nune
Size
Quilinfity
Corifirnentg
AC
Acer rubrum
Red Maple
2 Yz"-3" cal.
5
S&B
AS
Acer saccharum 'Green Mountain'
Green Mountain' Sugar Maple
21,12 -T cal.
3
B&B. specimens
AR
Aluga reptws"JuVe Beauty'
'Jungle Beauty'Ajuga
800
In flats
BG
Buxus rrkrophylls 'Green Velvet'
'Green Velvet' Korean Boxwood
24'-30" spread
135
container
CAS
Comusailba'sibince!
Siberian Red -twig Dogwood
2 1/2-3'ht.
130
oont.
CK
comus kouss
Kousa Dogwood
T- 3 1/2" cal
3
B,&S matched
specimens
GTS
Gleditsia thacarAhos'ShademaI
'Shademaister' Honeylocust
2 111 cal.
47
B&B
HN
Hosta"Norith Hift
'North Hills! Hosta
5 pt
110
cont.
HA
Hydrangea aroorescens'Annabelle'
'Annabelle' Hydrangea
24"-30" spr.
3
cont.
IM
Ilex meserveae'Blue Princess'
'Blue Pnncess� Holly
24'�-30' spr.
33
cont,
IV
Ilex veftIciRsta 'Sparklebarry"
Sparkifterty Winterberry
2 %'-Tht.
65
cont. (indude 3 mate
pollinators
MB
Malus baocata
Siberian Crablapple
T-31/2" Cal.
9
B&B, matched
specimens
NS
Narcissus, Salome'
'Salome' pink -cupped Daffodil
-
2000
bulbs, fall planting only
Pi
Pleft Ripoinica
Japanese Andronneda
2 '/;-3'ht.
31
cont.
PN
Pinuls nigra
Austhan Pine
7*-8'ht.
21
B&B
PS
Pinus strobus
Easitern White Pine
7'-FV ht
14
B&B
PA
Platanus x acerifolia'Bloodgood'
'Bloodgood' London Planetree
2 %"-3* cal.
12
B&B, matched
PF
Pollentilla trubcosia'Abbottgwood
Abbottswood' Potentilila
24"-30* spr
80
Writ.
SAT
Salix alba Iristis'
Golden Weeping Willow
2 W-21" cal.
4
B&B
VIC
vaccinlum coryw&sum
Highbush Blueberry
2 '/2'-3' tit.
50
0ont.
VPS
Viburnum plicaturn *Via"
'Shasta' Viburnum
2 W-Tspr.
140
ont.
I
-UTIL
I ITY
UNLESS MERWSE NOTEID. t G
LOCATIONS AS SHO"I ARE BASED ON AVA
LC
ABLE
INFORMATION. ALL EXISTING'UTILITI SHOULD
INI
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ALL UTILITIES ARE TO 8� STAKED IN THE
FIELD
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3 3 . THIS PLAN IS INVALID, WILESS IT SEARS
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REVISIONS
9-18-98 AS PER LANDSCAPE ARCHITECT COMMENTS MHA
1 8-12-98 ADD MEADOWMIX SHADING MHA
NO. DA TE DESCRIPTION BY
1111171
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Creeping red fescue 35 parts
ChevAngs red fescue 20 parts
Kentucky 31 tall fescue 15 parts,
Baron bluegrass 20 parts
Rougt�, bluegrass 10 parts
2. All areas to be seeded shall be limed and fertilized as follows
Ground limestone: 100lbs/1000 S.F.
COrnmeTcial fertilizer: 20lbs/1000 S.F.
Nitrogen 10%*
Phosphoric acid 611/0
Potash 4%
"At least 50% of the nitrogen shall be from organic sources
3. Seeding shall occur upon completion of planting and construction no matter the tirne of year The cortractor maV
be required to re-seed-unfil the lawn is established
GRAPHIC SCALE
100
0 50 100 200
"t ij
IN FEET
4's", 4
1 in ch 100 ft.
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LAND"IMPE PLAN
DESIGN.- RA -- 7D1?A WN.- 1VHA I cHEcKm- RA
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INFORMATION. ALL. EXISTING UTILITIES SHOULD
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2 ALL UIILITIES ARE TO BE STAKED IN THE FIELD
B� A LICENSED LAND SURVEYOR PRIOR TO
2 9-18-98 AS PER LANDSCAPE ARCHITECTS COMMENTS MHA
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