HomeMy WebLinkAbout98-12P_FARMTEK_JOHN FITCH BOULEVARDrF
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Map Lot
85 2
96
97
SOM"WSOR
PLANNING DEPT.
I PLAN AS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHER
�S
SOURCES FINFORMATION. IT IS NOT TO BE CONSTRUEDAS HAVING BEEN
TH
OBTAINED THE RESULT OF AFIELD SURVEY, AN�D IS SUBJECT TO SUCH CHANGE
AS AN ACCURATE FIELD SURVEY MAY DISC'-OSE.
12
59
62
5
7
NO
A
10
11
im
13
14
15
im
Name & Address
John L. & Nila B. Bellody
P.O. Box 185
South Windsor, Ct. 06074
Joseph W. Misky, Jr.
356 Park Avenue
Windsor, Ct. 06095
Preston Trucking Co. Inc.
150 Strong Road
South Windsor, Ct. 06074
Andre K. Charbonneau
125 Edwin Road
South Windsor, Ct. 06074
MJ Lindsey Limited, LLC
170 Strong Road
South Windsor, Ct. 06074
Frederick N. Zeytdonjain
157 Moody Road Box 257
Enfield, Ct. 06082
K F Brick Company Inc.
1440 John Fitch Blvd.
South Windsor, Ct. 06074
John L. & Nila B. Bellody
P.O. Box 185
South Windsor, Ct. 06074
New England Bank & Trust Co.
1390 John Fitch Blvd.
South Windsor, Ct. 06074
CMS Ventures LLC
420 Ledyard Street
Hartford, Ct. 06114
Charles P. Clark, Jr. & Barry Goldsher
1395 John Fitch Blvd.
South Windsor, Ct. 06074
Anthony J. Slusarz
P.O. Box 912
South Windsor, Ct. 06074
Frank & Joseph R. Magnani
1429 John Fitch Blvd.
South Windsor, Ct. 06074
Ralph H. Mosher
308 Sandstone Drive
South Windsor, Ct. 06074
Third Generation Realty III
185 West Service Road
Hartford, Ct. 06101
Fifty 5 Kimberly Avenue Inc.
850 Main Street
Bridgeport, Ct. 06604-491
DATA BLOCK
Zone - I (Industrial)
Lot Area - 5.91 Ac.
35' Building Line
10' Side Line
25' Rear Line
Max. Building Coverage Allowed - 50%
Exist. Building Coverage - 7.9%
Prop. Building Coverage - 14.4%
Max. Impervious Coverage Allowed - 65%
Exist. Impervious Coverage - 50.0%
Prop. Impervious Coverage - 59.0%
40 Parking Spaces Added
FUTURE EXPANSION
Prop. Building Coverage - 18.5%
Prop. Impervious Coverage - 63.9%
41 Parking Spaces
PARKING SCHEDULE
25,420 S.F. Industrial/Manufacturing
25,420 x I space/700 S.F. = 36.3 spaces
OR
18 Employees on largest shift
18 x 2/3 = 12 spaces
13,080 S.F. Business Offices, <50,000 S.F.
13,080 x 4.5 spaces/1 000 S.F. ;-- 58.9 spaces
EXISTING SPACES: 84
TOTAL SPACES REQUIRED: 96 (with 4 HC)
TOTAL SPACES PROVIDED: 124 (with 5 HC)
ADDITIONAL FUTURE SPACES: 44 (with I HC)
SITE LOCATION
1395 JOHN FITCH BLVD.
1000'NORTH OF STRONG ROAD
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
GO N /Vj-'-
0 ..........
co
No. 8048
4
i��. 4-zg-qe
eEv 4 -/- 1?8
REV 2-2-CO-96
IRICEIV [0
U111,Mt1s, rik"s 110-
KEY MAP
PREPARED FOR:
FarmTek
1395 John Fitch Blvd.
South Windsor, CT 06074
(860) 528-1119
J.R. RUSSO & ASSOCIATES
LAND SURVEYORS & PROFESSIONAL ENGINEERS
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
623-0569
BY SCAI F DATE SHEET CHECKED
-F4 J, 2, q83o0j
S 78150'01" E
-;-00:70-
NIF RALPH H. MOSHER
EMERGENCY SPILL WAY
ELEVA T70N = 6Z 7
EXIS T IP )
S 7850`01" E
'78; � M9
__,>0
Rx
--------------------
0 0 0 1
100.00 OP
77;75701 E
DRA INA GE EA SEMEN T IN FA VOR OF
JACQUES R. & IRENE E. GUA Y, PHYLLIS V. &
NICHOLAS R. JACKSTON VOL. 541 PAGE 081
OF SOUTH WINDSOR LAND RECORDS.
EXISTING HEADWALL
WITH STEEL PLATE &
GRATE AT 45' ANGLE
TOP OF WALL = 66.3
FL 62.6 (6" orifice)
Exist. 10' high
Chain Link Fence
NIF IRENE GUA Y
FLARED END
FL = 60. 0
N 74:21,25 W
RIP RA
140.00
is- R.C.P
0 0
OOP
R N 74 21,25 W
140.00
DRAINAGE MH
TF = 70.5
FL - 60.6
DRAINAGE EASEMENT IN FAVOR OF
NICHOLAS R. JACKSTON VOL. 541 PAGE 081
JACQUES R. & IRENE E. GUAY, PHYLLIS V &
OF SOU7H WINDSOR LAND RECORDS.
EMIST ID
8 4b 00 EXIS T US
OCP
140,� 0 or ------ 66 -----------
64
x
F63.0
(A
(Z) C)
Pv X.�l I I rri
___1 I I
F63.0
DETENT70N POND J2
EXIS T. US
DE TEN 77
DB
FLARED END
FL = 65. 0
6 x 0
----------------------------- 0 RIP RA EXIST MS
PROP. CB#4 X
HOODED
P
----------------- TYPE '!GJ 0
OUTLET TF=69.0 t,,-
FL=66.6 E+W \141 14
ST FL=65.2 N ?o
+S
70.5
P MPR 9.5 PROP. BI
PROP. 2 F.
DB FLARED END
L .0
F
Pit I,
65
........... . 5 _ x R
0 %0
T� B#4
Y ,�C,
PE _W�
rH 0 067Dt DO\
.0
6 L9
+ W
+S
r
%SHP
r7PRO
EX1,5 T GRA VELIWEb MIX A REA
ROP..CB#2
//TYPE CL' W/HOODED
1/1OUTLET TF=69.2
FL
1
7 _b
L'U"
EXI:T A VELIWEb MIX AREA
N Ir . OR
P
S 78'43'56' E
50.00
P
U) (0
S 7848'16" E
260.00 -jojj-
& = 00
NIF MARCIA LARUE R = 5629.65
I
L� 7�L48'16- E = zo. U
S 78148'16" E L = 50. OJ
04 - - - - - - - - - -
75. J
TJT51
S 117 1'44" E
2" STAND PIPES 10.06
S 78'43'56" E EXIST MS BUFFER DETAIL
X X 10' SIDE YA
N. T. S.
71,��14
RD
Approximate location of
III ST lunderground gas and
diesel storage tanks, 6000 gal.
'B F71.0 (See Reference Map f2)
TO BE REMOVED
tX 218,14
CONC, PAD'WITH FUEL
PUMP ISLAND IN CENTER
TO BE REA40 VED
E
1 ?Xnt CA� - ._�C�
_ _ � - I
141.4'
ED
5
PROP. CB#5
TYPE C" W/HOODED OUTLET
TF=69.5
FL=67.0
LEGEND:
-0-
UTILITY POLE
9
WA TER GA TE
G
GAS GATE
W
PROP. CA TCHBA SIN
(111111
PRoPn.<zFn MAA11-101 F
0
;E�[�TING MANHOLE
0
EXISTING CA TCH BASIN
--Ir-
SIGN
EXISTING LIGHT
Q�
MONI TORING WELL
E - -
U. G. ELEC. & TELE, LINE
G - -
U. G. GAS LINE
w--
U. G. WA TER LINE
PROP STORM SEWER
EXISTING STORM SEWER
EXISTING SANITARY SEWER
EXISTING CONTOUR
--M-
PROP. CON TOUR
M-0
C'VIC"rIA111 Cn,-%r 11MAnr"
Or-L/l OrNMUr-
F70-0
PROP. SPOT GRADE.
0
EXISTING I.P.
0
EXISTING MONUMENT
0
PROP. I. P.
a
PROP. MONUMEN T
17.7-7.
EXIST LANDSCAPE AREA
5 TA KED HA YBA L ES OR SIL T FEN CE
EROSION & SEDIMENT CONTROL PLAN KEY
PV PERMANENT VEGETATIVE COVER
RR RIPRAP
DB DETENTION BASIN
J
=
�.
CK_ PARKING
1EMOf EXIST P R3
EXIS T ITMH NIF ANTHONY J. & MARGARET A. SMIM04T BARRIERS
TF = 1 Q)
1.0 FUTURE BUILqWG 4D SLUSARZ
FL =IP6.2 IN I R
FL 165.7 OUT EXPANSION op OUTLET PROTECTIOIIIill
GRA VEL I U)
Qi ,S
RFACE
F70.5 P4 Remove Ick.
PHASE 11 1
Exis t. C8 00 Relocated
0 153 LF Lights
18" HI-Q A. D. 3
121 0
U.) S=0.5%
0 :70
PROP..0 W PROP. CPB�3 CN I I I
TYPE CIIJ r, 1
Q . /I L W/HOODED TYPE "CL W/HOODED Proposed BuIlding
OUTLET TF-69.6 OUTLET TF;--69.1 Ligh t
00 Mounted
11 FL=67.1 FL=66.0 I rr,
C) 175W Metal Hallide
F707.2 - I 1 :;6
PR6P
PROP. A BI N 368562.4611
X Or 14,140 S. F. E 640670.8207
�0-
P cote Lights to End
S I
!�-�OSED BIT. PA Of Phase Addition
LO R Ve
COD/ S :-.7s"to
PHASE I V I C6
CO VA
C C. ern
w 'Ir
*,WE
OG qve
--I to C�
F70.5 DR S EXIS T IP
.5 /L 72x5 S 7,8*48'16" E EX�ST US
.260.00 5" Hemlocks
BI T. PA V�MEN T 70 )w of Pines 10" Did. Holl ush
10' SIDE YARD
510 1 1.3 -Ekist_ IQ� h�qh AT.* Alli, iu I
(n 0 v Chain Link Fdn_&a�- ........ . .....
1 '0 J -
0 A - �,-1 .............
. ......................... ................................................ o.;� V.
D 4: ....... ....... .... I ...............................
......................... .................. I
... ..... . ........ ................
...... ... 8 2 Relocated
........... I ........ 4 Hemlock
....... .... .. ....
......
..... ...
......... START
ROO. DMH#1 ............. CURB L - - - - - - - 8 W Pines
P T 4t Hemlo
=7 ................ .'DOOR. - I ............
-Z WO T�= 7 1 ........................................................ . 2" Mopl TELE. Ox
,;( / -61 11-Z ..... 111,1111*1***''*****''''**'',*,''''*'',*11*1*''''*I -
FL_ 5.7 15" IN 50' BUFFER Ai DETAIL
#
FL--67.2 8" RL Cd .................................................................................................. -SIGN ON FACE OF BUILDING
r -2-Zelkova Serra
FL=66.4 18" OU ................................ EXIS37NG.'.BUIMNG.*.*.'.*.*.'.'.*.*.*.'.* ................... ... - .. _E
.......................... N "Village Green*
------------- L-1 - I - _K U ................................. ............................
J4 T # ...................... is ..............
0 8S -4�.2' I GUY
........................................ .....
....................... .............................. .............................................................
Zj Z SPRI
CONT�OL VAL\V
Jap. Zelkova Reloctte
I
x -
E
DATA BLOCK
Zone - I (industrial)
Lot Area - 5.91 Ac.
35'Building Line
10'Slde Line
25' Rear Line
Max. Building Coverage Allowed - 50%
Exist. Building Coverage - 7.9%
Prop. Building Coverage - 14.4%
Max. Impervious Coverage Allowed - 65%
Exist. Impervious Coverage - 50.0%
Prop. Impervious Coverage - 59.0%
40 Parking Spaces Added
FUTURE EXPANSION
Prop. Building Coverage - 18.5%
Prop. Impervious Coverage - 63.9%
41 Parking Spaces
Proposed
7-Pinus Strobus
White Pine
5'-6' B&B
RELOCATED *PJM" RHODODENDRON
SN T 5216
W UNDERGROUND WRES
K
,
............ 2� ......
0
)0ST,.PLAS77C.%,.,.,., ...................................................................................... : ��?-
............ . . . . . R
....... .................................................................................................... 2-1/2 -3" B&B
'
I"AV 6' CHAIN LINK FENCE .............................................................................................................
............. FU7URE',61T ARd W7H ADD17701VAL-44 L 200. 1
........ ........ ........ ........ ................................... Q
........................ + ............................................... ......... . . TYP.\ N \
....................... Relocate 2
P. L
P1118;kE-411E 8 thus
........ GA TF ................... ... ..........
- - __ e ............. 7 x-4, #
............. ........................... ................ . ..
................................. (TYR) LIGHT
...................
........... . .................. . C8
'POST I XX E� I
0' SIDE RD-72 - - - TF =
J:A_ -146.51 CONC. WALF ONC. 70.8
LZ LANDSCA
N 80*03'05' W T - - - - - - - - - - - - - - - - C) PA5 1C 8 FL = 68.4 7 J
EXIS T /P I = = = = = = �= = = 8. --72- C Jopaw N (TYP.)
NO TES. ca REL OCA TE
END OF BIT CURB I PVC 6" P( T ODENDRON
:: = = = Z = ZZ Z I )S11 /:I, RHOD
1) St TE NO T L OCA TED IN A FL OOD HAZARD ZONE EXIS77NG 24 REGULAR zl�D�FO� R,4R_KLN4SPACES 4� HANDICAP SPACES
B/ T CUR W
REMOVE EXIST /!3!.AND FLARED END
PANEL No. 090OJ6 0006B. EXIS T BI T PA VEMEN T == Z;, BIT DRIVE
SAN. SEWER MH REL OCA 7E GA 7E POS r S ----- -- 8" P.VC. FL = 68.2-
2) SITE IS NOT LOCATED IN INLAND WETLANDS 7F =
72.1 AND REPLACE GATE.
FL = 66. J EXIS77NG 27 REGULAR 20'xlO' PARKING SPA ES
AS SHOWN ON THE TOWN OF SOUTH WINDSOR WETLANDS MAP. CB G------ S 7�EEL GUIDE RAIL
G_ G
CB FL 68.2 FL = 64.8 -70- - - .. .....
r(I TF 70.5 SAN. SEWER MH 4-\ --------- ----
3) CONTRACTOR SHALL VERIFY LOCATION OF ALL 15" A.D.S. TF = 71.5
ROOF LEADERS PRIOR TO CONSTRUCTION AND 15" A.D.�.\ 15" R. X6 6k2 DETSV77ON POND J16SX1 68z
TF = 70. 4 V.7
- - - - - - - - - - 7
SIVALL RECONNECT ANY DISTURBED LEADERS FL = 67.3�_ 61 T CURB _\ - - - - - - - - - -
TO THE STORM DRAINAGE SYSTEM. 10' SID 551.48 W _L - - -- - --L - -W
EXISTING UNDERGROUND UTILITY LOCATIONS EXIST /P N 78*51'J4" W FLARED END EXIST IP SNET J025 +
SHOWN ARE APPROXIMATE, BASED ON REFERENCE C6 68.2.±
MAPS 1 & 2, AND MAY NOT BE COMPLETE. THE TF = 70. 6
FL = 68.2-& 6-Euonymus Alatus Compact
CONTRACTOR SHALL VERIFY THE UTILITY SIZE AND (F
ll of
te
) Dwarf Burning Bush I
LOCA TION PRIOR TO AN Y EXCA VA TION.
"
"
(CALL BEFORE YOU DIG.- 1-800-922-4455)
5) ELEVATIONS BASED ON USC & GS DATUM
6) BEARINCS BASED ON CGS DATUM
7) ALL UTILIT)�' CONNECTIONS FOR THE PROPOSED
BUILDING ADDITION ARE TO BE MADE WITHIN
THE EXISTING BUILDING
GRAPHIC SCALE
40 0 20 40 so
IN FEET
I inch = 40 ft.
160
NIF IRENE GUA Y
MAP REFERENCES.
1. "AS -BUILT PLAN PREPARED FOR: HIGHLIFT INC., JOHN FITCH BLVD.
(US RTE #5), SOUTH WINDSOR, CONNECTICUT', PALMBERG & RUSSO,
BLOOMFIELD, CT SCALE 1"=40' DATED 8-17-89.
2. "TOPOGRAPHIC MAP - PLOT PLAN, HIGHLIFT INC., JOHN FITCH BLVD.
(US RTE. 5), SOUTH WINDSOR, CONNECTICUT 06074, PREPARED FOR
HIGHLIFT INC., 245 EAST BARBER STREET WINDSOR, CONNECTICUT 06095,
PHONE (203) 247-0881'. PALMSERG & RUSSO, SCALE 1"=40', DATED
8-20-87. REV. TO 12-29-89.
RESTRIPE AREA AS SHOWN AND
OVERLAY BIT PAVEMENT TO BE
I'LL1,91 Wf 7H CURB AT HANDICAP SPACES
TOTAL SPACES MLL REMAIN AS 15
This survey and map has been prepared in accordance with Sections 20-300b-I 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. It is a Property Survey
based on a Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 & T-2.
This document and copies thereof are valid only if the7 bear the live signature and embossed seal of
the designated professionaL Unauthorized alterations render an7 declaration bereon null and void.
24
-30
B&B
APPROX. LOCA77ON OF' 6" FIRE
AND DOMES77C WATER SERVICE
6-Euonymus Alatus Compactus
Dwarf Burning Bush
24N-30* B&B
BENCH MARK.
CATCH BASIN TOP OF FRAME
AT BACK OF THROA T
01
EL E V. 70.
15" R-C-P-
DRAINAGE MH
kc)
TF 71.0
d
EXIS77NG HEADWALL
WITH STSEL PLATE &
GRA TE AT 45'
HW ELEV. = 71.5
FL 6Z9 (6- ORIFICE)
Exis t. CB
TF = 70.4
FL = 6Z2
d
2- Maple
Relocate
SAN. SEWER MH
TF = 71.6
FL = 62. J
1540 SULLIVAN AVENUE S.U1. WINDSOR. CONN. 06074
'SOR-C AREA CODE 860 / 644-2511
April 20,1998
Certified Mail
Chuck Clark. Manazing Director
Farm.Tek
1395 John Fitch Boulevard
South Windsor, CT 06074
Dear Mr. Clark:
Re: AppI 498-12P, FarmTek Site Plan of Development
We are pleased to advise you that the Planning & Zoning Commission 'voted on April 14,
1998 to approve with modifications the above referenced application for a Site Plan of
Development for an addition (± 14,000 sq. ft. in Phase I and ± 10,000 sq. ft. in Phase 2)
as shown on plans prepared by J. R. Russo & Associates, No. 98001 and dated March
19, 1998. Thisapproval is subject to the following modifications:
1 . Prior to commencement of any site work, a meeting must be held with Town Staff.
- --- be
:Z. L40 bulicLing permits win issued until the final mylars have been filed in the Town
Clerk's office.
3. An as -built plan is required prior to issuance of a Certificate of Occupancy per
Section 8. 1. 10 of the Zoning Regulations.
4. All variances granted should be noted on the plans.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of $3,000 is required and must be submitted prior
to filing of mylars.
U by the developer MUSL Dear Me Stamp anO alltnonzea
7. All plans used -11-1 the fiCeld _ -1 - 1__
signature of the Town of South Windsor.
8. WPCA approval is required.
9. All new catch basins should have trap hoods and should be so noted on the plans.
10. The key map should reflect the complete phase proposal.
arent mylars of Sheet 2 with the above modifications, together
with three blueprint copies of the entire set of plans must be submitted to this
Black and white transp
Connnission within 30 days to be stamped and signed. The letters of approval of this
Com:mission must be reproduced on the mylars.
After the Commission has signed the mylars, they will be returned to you for filing in the
Office of the Town Clerk by August 1, 1998. After filing these plans, a copy of the receipt
must be submi ted tn thn P1.qnniT,.a T')PnnrfmPnt
Very truly yours,
PLANNING & ZONING COMMISSION
Frank A. Castro, Chairman'
FAC/pmm
Cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
J. R. Russo ASsociates, 1 Shoham Road, East Windsor, CT 06088
PARKING SCHEDULE
25,420 S.F. Industrial/Manufacturing
25,420 x 1 space/700 S.F. = 36.3 spaces
OR
18 Employees on largest shift
18 x 213 12 spaces
13,080 S.F. Business Offices, <50,000 S.F.
13,080 x 4.5 spaces/1 000 S.F. 58.9 spaces
EXISTING SPACES: 84
TOTAL SPACES REQUIRED: 96 (with 4 HC)
TOTAL SPACES PROVIDED: 124 (with 5 HC)
ADDITIONAL FUTURE SPACES: 44 (with 1 HC)
REV. 4-29-98 CONDITIONS OF APPROVAL APPROVAL LETTER ADDED
REV. 4-2-98 LIGHTS ADDED
REV. 3-26-98 STAFF COMMENTS
SITE PLAN
PREPARED FOR:
FarmTek
1395 John Fitch Blvd.
South Windsor, CT 06074
(860) 528-1119
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
.&UPTED HEREON.
MAP IS SUBSTANTIALLY CORREC TIA
"..%%%
0%%J1111111111" 0
,%%� � CON/%�� '*4,,
0 J.R. RUSSO & ASSOCIATES
gpl :� CON/V _"'Z, 00 ......... C.;'.
0 R.
e4, - %A R S* LAND SURVEYORS & PROFESSIONAL ENGINEERS
A� IP '..;A -� -
0
T C6
1 SHOHAM ROAD
0.
EAST WINDSOR, CONNECTICUT 06088
06048
N
623-0569
�V' ..CC- S....
BY SCALE DATE SHEET CHECKED NO.
A--- 9=93lr_- C
DPS
3- 2 OF 4 JRR 98001
4-0, 1 19-98 1 1
SEDIMENT BARRIERS (aT
TEMPORARY MULCHIN
PERMANENT VEGETATIVE COVER (PV
CONSTRUCTION NARRATIVE
SEEDING SCHEDULE
*Permanent seeding shall be accomplished with one of the following seeding mixtures:
KIND OF AREA
BORROW AREAS, ROADSIDES, DIKES, LEVEES,
POND BANKS AND OTHER SLOPES AND BANKS
Seed Mixture LbsZAcre Lbs./'1,000 S. F.
Kentucky Bluegrass 20 .45
Creeping Red Fescue 20 .45
Perennial Ryegrass 5 .10
Total 45 1.00
LAWNS AND HIGH MAINTENANCE AREAS
Seed Mixture LbsZAcre Lbs./1,000 S. F.
Kentucky Bluegrass 20 .45
Creeping red fescue 20 .45
Perennial ryegrass 5 .10
Total 45 1.00
Temporary Seeding Rates and Dates
SEEDING RATES (pounds) DATE1,3 DEPTH2
SPECIES Per Acre Per 1,000 S. F. 8/1 — 10/1 (inches)
Annual ryegrass 40 1.0 3Z1 — 6/15 0.5
1Z May be planted throughout summer if soil is adequate or can be irrigated.
2 Seed at twice the indicated depth for sandy soils.
3/ The fall seeding dates may be extended 15 days in the coastal towns of New London, Middlesex,
New Haven and Fairfield counties.
Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut.
Organic Mulch Materials and Application Rates
RATES
MULCHES Per Acre -Per 1000 sq.ft. NOTES
Straw or hay 11/2 — 2 tons 70-90 lbs. Free from weeds and course matter.
Must be anchored. Spread with
mulch blower or by hand.
Source: Virginia Erosion and Sediment Control Handbook 1980.
-SOIL EROSION AND SEDIMENT CONTROL NOTES
All soil erosion and sediment control work shall be done in strict accordance with the
Connecticut Guidelines for Erosion and Sediment Control including the latest date from
the Connecticut Council on Soil and Water Conservation.
Any addl.ionul erosion /sedim en tation control daerned necessary by town staff during con—
struction, shall be installed by the developer. In addition, the developer shall be
responsible for the repair/replacement/maintenance of all erosion control measures until
all disturbed areas are stabilized to the satisfaction of the town staff.
Sediment Barriers shall be placed as indicated immediately after a cut slope has
been created. Sediment deposits should be periodically removed from the upstream sides
of Sediment Barriers. This material is to be spread and stabilized in areas not subject to
erosion, or to be used in areas which are not to be paved or built on. Sediment Barriers
are to be replaced as necessary to provide proper filtering action. Sediment Barriers are
to remain in place and be maintained to insure efficient siltation control until all areas
above the erosion checks are stabilized and vegetation has been established.
In all areas, removal of trees, bushes and other vegetation as well as disturbance of the
soil is to be kept to an absolute minimum while allowing proper development of the site.
During construction, expose as small an area of soil as possible for as short a time as
possible.
The contractor shall notify the town engineer at the beginning and end of each step of the
construction rocedure and shall not proceed with the next step until the town engineer
has inspecteT the work.
Topsoil is to be stripped and stockpiled in amounts necessary to complete finished grading
of all exposed areas requiring topsoil. The stockpiled topsoil is to be located as indic—
ated on the plans and temporarily seeded and ringed with a Sediment Barrier to prevent
erosion if it is to remain more than 30 days.
There is to be no stockpiling of soil within a ten foot limit of adjoining properties.
Any and all fill material is to free of brush, rubbish, timber, logs, vegetative matter
and stumps in amounts that will be detrimental to constructing stable fills.
Maximum side slopes of exposed surfaces of earth to be 3:1 or as otherwise specified by
local authorities.
All fill areas shall be compacted sufficiently for their intended purpose and as required
to reduce slipping, erosion or excess saturation.
All soil erosion and sediment control operations shall be in place prior to any grading
operations and installation of proposed structures or utilities and shall be left in place
until construction is completed andZor area is stabilized.
All entrances to the project site are to be protected by stone tracking pods of ASTM C-33,
size no. 2 or 3, or Ct. D.O.T. 2" crushed gravel. The stone tracking pod is to be main—
tained at all times during the construction period.
Fill intended to support buildings, structures, conduits, etc, shall be compacted
in accordance with local requirements or codes.
Topsoil is to be stripped and stockpiled in amounts necessary to complete finished
grading of all exposed areas requiring topsoil. The stockpiled topsoil is to be
located as designated on the plans and ringed with hayboles. Temporary seeding of
the stockpiled topsoil shall be completed within 15 days of its formation.
Topsoil shall not be placed while in a frozen or muddy condition, when the subgrade
is excessively wet, or in a condition that may otherwise be detrimental to proper
grading or proposed sodding or seeding.
Straw/Hay Bales — Installation Requirements
Sheet Flow ADDlications
Bales shall be placed in a single row, lengthwise on
the contour, with ends of adiacent bales tiahtIv
abutting one another.
All bales shall be either wire —bound or string —tied.
Bales shall be installed so that bindings are oriented
around the sides rather than along the tops and
bottoms of the bales to prevent deterioration of the
bindings.
The barrier shall be entrenched and backfilled. A
trench shall be excavated the width of a bale and the
length of the proposed barrier to a minimum depth of
4 inches. After the bales are staked and chinked,
the excavated soil shall be backfilled against the
barrier. Backfill soil shall conform to the ground
level on the downhill side and shall be built up to
4 inches against the uphill side of the barrier.
Ideally bales should be placed 10 feet away from toe
of slope.
Each bale shall be securely anchored by at least two
stakes or rebors driven through the bale. The first
stake in each bale shall be driven toward the
previously laid bale to force the bales together.
Stakes or re —bars shall be driven deep enough into
the ground to securely anchor the bales.
The gaps between bales shall be chinked (filled by
wedging) with straw to prevent water from escaping
between the bales. (Loose straw scattered over the
area immediately uphill from a straw bale barrier
tends to increase barrier efficiency).
In sloping areas where surface flow follows the bale
line, perpendicular bale checks shall be installed at
appropriate intervals (100 feet maximum).
Inspection shall be frequent and repair or
replacement shall be made promptly as needed
Bale barriers shall be removed when they have served
their usefulness, but not before the upslope areas
have been permanently stabilized.
Channel Flow Applications
Bales shall be placed in a single row, lengthwise,
oriented perpendicular to the contour, with ends of
adjacent bales tightly abutting one another.
The remaining steps for installing a bale barrier for
sheet flow applications apply here, with the following
addition.
The barrier shall be extended to such a length that
the bottoms of the end bales are higher in elevation
than the top of the lowest middle bale to assure that
sediment laden runoff will flow either through or
over the barrier but not around it.
Catch Basin Ar)c)lication
Bales shall be placed in a square or rectangular
shape around depressed catch basin inlets.
Catch basins constructed on sloping areas shall not be
encircled by bales.
The areas immediately around the catch basin may be
excavated slightly to increase ponding of runoff
water around catch basin.
The remaining steps for installing a bale barrier for
sheet flow applications apply here.
Maintenance
Inspection shall be made after each storm event and
repair or replacement shall be made promptly as
needed.
Cleanout of accumulated sediment behind the
bales is necessary If 1Z2 of the original height of the bales
becomes filled in with sediment.
Silt Fences — Installation Requirements
Sheet Flow Applications Qn�v
Synthetic filter fabric shall be a pervious sheet of
propyiene, nylon, polyester or ethylene filaments and
shall be certified by the manufacturer or supplier
as conforming to the requirements of the guidelines.
The height of the barrier shall not exceed 36 inches.
Ideally the barrier should be placed 10 feet away
from the toe of slope.
When joints are necessary, the filter cloth shall be
spliced together and securely sealed at a support
post or overlapped according to the manufacturer's
recommendation.
Posts shall be spaced a maximum of 10 feet apart
along the barrier and shall be driven securely into
the ground (12 inches minimum).
A trench approximately 6 inches wide and 6 inches
deep shall be excavated along the line of posts and
upslope from the barrier.
The toe in fabric flop shall be extended into the
trench. The trench shall be backfilled and the soil
compacted over the filter fabric.
Filter barriers shall be removed when they have
served their useful purpose, but not before the
upslope area has been permantly stabilized.
The fabric shall be preassembled with hardwood posts
or with pockets for use with wood or metal posts.
The fabric shall be attached to the posts according
to the manufacturer's recommendation.
Maintenance
Filter barriers shall be inspected immediately after
each rainfall and at least daily during prolonged
rainfall. Any required repairs shall be made immed—
lately.
The barrier shall be replaced promptly, should the
fabric decompose or become ineffective prior to
the establishment of permanent vegetative cover.
Sediment deposits should be removed when they
reach approximately one—half the height of the
barrier.
Any sediment deposit remaining in place after the
silt fence or filter barrier Is no longer required
shall be dressed to ;onform to the existing grade
prepared and seeded.
INSTALLATION REQUIREMENTS
Areas which have been temporarily or permanently seeded shall
be mulched immediately following seeding. Mulch Anchoring will
be used on slopes greater than 3 percent and concentrated flow
areas such as diversion and waterway channels.
Areas which cannot be seeded with in the seedling dates should be
mulched to provide temporary protection to the soil surface.
An organic mulch other than wood fiber alone shall be used, and
the area than seeded as soon as seeding dates permit.
Mulch shall be used when tree, shrub, and ground cover plantings
do not provide adequate erosion protection.
-Organic Mulches
Organic mulches may be used in any area where mulch is
required, subject to the restrictions noted on page of
Organic Mulch Anchoring
Straw or hay mulch must be anchored immediately after
spreading to prevent windblowing. Other organic mulches
do not require anchoring. The following methods of
anchoring straw or hay may be used.
(a) Mulch anchoring tool
This is a tractor —drawn implement designed to punch
mulch into the soil surface. This method provides
maximum erosion control with straw. It is limited to
use on slopes no steeper than 3 to 1 (3 horizontally
to 1 vertically), where equipment can operate safely.
Machinery shall be operated on the contour.
(b) Tracking
Apply mulch and drive tracked equipment up and down
slope over entire surface so cleat marks are parallel
to contour.
Liquid mulch binders
Application of liquid mulch binders and tackifiers
should be heaviest at edges of areas and at crests of
ridges and banks to prevent windblowing. The
remainder of the area should have binder applied
uniformly. Binders may be applied after mulch is
spread or may be sprayed into the mulch as It is
being blown onto the soil. Applying straw and binder
together is the most effective method.
The following types of binders may be used:
Asphalt
Apply in accordance with CT DOT Standard
Specification Form 812, Spec. 9.4503 Sec(4a).
Synthetic binders
Chemical binders such as Petroset, Terratack,
Hydra Mulch and Aerospray may be used as
recommended by the manufacturer to anchor mulch.
They are useful in residential areas where
asphalt may be a problem.
(d) Mulch nettinqs
Install in accordance with manufacturer's
recommendations.
(e) Peg and twine
Drive 4— to 6—inch wooden pegs to within 3 inches of
the soil surface every 3 feet in all directions.
Stakes may be driven before or after straw is spread.
Secure mulch be stretching twine between pegs in a
criss— cross— within —a— square pattern. Turn twine 2 or
more times around each peg.
Chemical Mulches
Chemical mulches may be used alone in the following situations:
From May 1 to June 15 and September 15 to October 15, provided
that they are used on areas with slopes no steeper than 4 to 1
(4 horizontally to 1 vertically), which have been roughened.
If rill erosion occurs, another mulch material shall be applied
immediately.
NOTE: Chemical mulches may be used to bind other mulches or
with wood fiber in a hydroseeded slurry at any time.
Manufacturer's recommendations for application of chemical
mulches shall be followed.
Mats
Install In accordance with manufacturer's recommendations
MAINTENANCE
All mulches must be inspected periodically, in particular after
rainstorms, to check for rill erosion. Where erosion is observed,
additional mulch should be applied. Net should be inspected after
rainstorms for dislocation or failure. If washouts or breakage
occur, re —install net as necessary after repairing damage to the
slope. Inspections should take place until grosses are firmly
established. Grosses shall not be considered established until a
ground cover is achieved which is mature enough to control soil
erosion and to survive severe weather conditions. Where mulch is
used in conjunction with ornamental plantings, Inspect periodically
throughout the year to determine if mulch is maintaining coverage of
the soil surface; repair as needed,
-TEMPO-RARY VEGETATIVE COVER (TV)
Site PreDaration
Grade as needed and feasible to permit the use of
equipment for seedbed preparation, seeding, mulch
application, and mulch anchoring. All grading should be
done in accordance with the measura for Land Grading.
Install needed erosion control measures such as
diversions, grade stabilization structures, sediment
basins and grassed waterways.
Seedbed Prep.q.ration
Apply limestone and fertilizer according to soil test
recommendations su�-.h as those offered by the University of
Connecticut Soil Testing Laboratory. Soil sample mailers are
available from the local Cooperative Extension Service office.
If soil testing is not feasible on small or variable sites, or
where timing is critical, fertilizer may be applied at the rate
of 300 pounds per acre or 7.5 pounds per 1,000 square feet of
10-10-10 or equivalent. Apply limestone (equivalent to
50 percent calcium plus magnesium oxide) as follows:
Soil Texture Tons/Ac, Lbs_Z1OQQ sq. ft,
Clay, clay loom and high 3 135
organic soil
Sandy loom, loam, silt loom 2 90
Loamy sand, sand 1 45
Refer to county soil survey report for soil textures at the site.
Where the soil has been compacted by construction operations
tions, loosen soil to a depth of 2 inches before applying
fertilizer lime and seed.
Apply seed uniformly by hand, cyclone seeder, drill,
cultipacker type seeder or hydroseeder (slurry including
seed and fertilizer). Hydroseedings, which include mulch,
may be left on soil surface. Seeding rates must be
increased 10 percent when hydroseeding.
Muiching
See guidelines in the Temporary Mulching measure.
Site Preparation
Grade as needed and feasible to permit the use of conventional
equipment for seedbed preparation, seedling, mulch application
and anchoring, and maintenance. All grading should be done in
accordance with the measure for Land Grading.
Seedbed Preparation
(1) Apply limestone and fertilizer according to soil tests such
as those offered by the University of Connecticut Soil
Testing Laboratory. Soil sample mailers are available from
the local Cooperative Extension Service Office. If soil
testing is not feasible on small or variable sites, or
where timing is critical, fertilizer may be 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) as
follows:
Soil Texture Tons/Ac. Lbs/1000 sq. ft.
Clay, clay loom and high 4 180
organic soil
Sandy loam, loam, silt loam 3 135
Loamy sand, sand 2 90
Refer to county soil survey report for soil textures at the
site.
(2) Work lime and fertilizer into the soil as nearly as
practical to a depth of 4 inches with a disc, spring tooth
harrow or other suitable equipment. The final harrowing or
discing operation should be on the general contour.
Continue tillage until a reasonably uniform, fine seedbed
is prepared. All but clay or silty soils and coarse sands
should be rolled to firm the seedbed wherever feasible.
(3) Remove from the surface all stones two inches or larger in
any dimension. Remove all other debris, such as wire,
cable, tree roots, pieces of concrete, clods, lumps or
other unsuitable material.
(4) Inspect seedbed just before seeding. If traffic has left
the soil compacted, the area must be retilled and firmed as
above.
Seeding Dates
Spring seedings usually give the best results. Spring seedings
of all seed mixes with legumes is recommended, however late
summer seedings prior to September 1 can be made. When crown
vetch is seeded in late summer at least 35 percent of the seed
should be hard seed (unscarified). The recommended seedling
dates are:
April 15 through June 15
August 15 through September 15
With the exception of crown vetch, the final seeding date may be
extended 15 days in the coastal towns of New London, Middlesex,
New Haven and Fairfield counties.
Seeding
(1) Select a mixture from the Seeding Schedule or use mixture
recommended by'the Soil Conservation Service. Inoculate
all legume seed with the correct type and amount of
inoculant.
(2) Apply seed uniformly by hand, cyclone seeder, drill,
cultipacker type seeder or hydroseeder (slurry including
seed or fertilizer). Normal seeding depth is from 1Z4 to
1Z2 inch. Hydroseedings which are mulched may be left on
soil surface.
(3) Where feasible, except where either a cultipacker type
seeder or hydroseeder is used, the seedbed should be firmed
following seeding operations with a roller, or light drag.
Seeding operations should be on the contour.
(4) Frost crack seeding can be used. Frost crack seeding must
be done in late winter or early spring. Suitable weather
conditions are freezing nights and thawing days with little
or no snow cover. Seeding rates must be increased
10 percent when using this method.
(5) Hydraulic application (hydroseeding), is a suitable method
for use on critical areas. When hydroseeding, a seedbed is
prepared in the conventional way or by hand raking to
loosen and smooth the soil and to remove surface stones
larger than six inches in diameter. Slopes must be no
steeper than 2 to 1 (2 feet horizontally to 1 foot
vertically). Lime and fertilizer may be applied
simultaneously with the seed. The use of fiber mulch on
critical areas is not recommended (unless it is used to
hold straw or hay). Fiber mulch does not provide adequate
seedbed protection. Better protection is gained by using
straw mulch and holding it with adhesive materials or
500 pounds per acre of wood fiber mulch. Seeding rates
must be increased 10 percent when hydroseeding.
�6� Apply mulch according to the Temporary Mulching measure.
7 If seeding cannot be done within the seeding dates, use the
Temporary Mulching measure to protect the site and delay
seeding until the next recommended seeding period.
MAINTENANCE
0. Lime according to a soil test or at a minimum of every
five years using a rate of two tons per acre (100 pounds per
1,000 square feet).
b. Where grosses predominate, fertilize according to a soil test or
broadcast biennially, 300 pounds of 10-10-10 or equivalent per
acre (7.5 pounds per 1,000 square ffet).
C. Where legumes predominate, fertilize according to a soil test or
broadcast every three years 300 pounds of 0-20-20 or equivalent
per acre (7.5 pounds per 1,000 square feet).
This project is located on the west side of John Fitch Boulevard approximately
1,000 feet north of Strong Road, South Windsor, Connecticut. The proposed
activity is the construction of a 14,140 S.F. addition, 2-2,400 S.F. sheds and
parking.
The suggested schedule of construction activities is as follows:
1. Install silt fence as shown on the plan.
2. Sawcut and remove existing storm drainage as shown on the plan.
3. Excavate and install the building foundation and construct the proposed
sheds.
4. Rough grade parking area and around the building. Install storm drainage.
5. Complete grading of parking area and pave binder course.
6. Complete construction of the building and complete paving.
7. Fine grade remaining disturbed areas and establish vegetation or
landscaping as shown on the plan.
8. Remove silt fence after permanent vegetation has been established.
Construction of this site is anticipated to begin after the approval of these plans.
All soil and erosion control measures shall be installed and maintained in
accordance with these plans and the "Guidelines for Soil Erosion and Sediment
Control." The contractor shall notify the Engineer of any discrepancies.
CHECKLIST FOR EROSION CONTROL PLAN
PROJECT: FarmTek
LOCATION: 1395 John Fitch Boulevard South Windsor, Connecticut
PROJECT DESCRIPTION: Construction of a building addition, sheds, and parking.
PARCEL AREA: 5.91 Ac.
RESPONSIBLE PERSONNEL: Chuck Clark 528-1119
EROSION AND SEDIMENT CONTROL PLAN PREPARER: J. R. Russo & Associates
CHECKLIST:
Work Description
Erosion & Sediment
Control Measures
Location
Date
Installed
Initials
Date
Removed
Initials
As
Install silt fence or
shown
haybales
I on plan
MAINTENANCE OF MEASURES:
Location
Description or Number Date Initials
Project Dates:
Date of groundbreaking for proJect:
Date of final stabilization:
Rev 4-Z-9- 98
REV, 4-/-9E5
P-ev, -2-2(p-`78
SOIL EROSION & SEDIMENTATION CONTROL NOTES
PREPARED FOR:
FarmTek
1395 John Fitch Blvd.
South Windsor, CT 06074
(860) 528-1119
J.R.
RUSSO & ASSOCIATES
LAND SURVEYORS & PROFESSIONAL ENGINEERS
�A
1 SHOHAM ROAD
0
EAST
WINDSOR, CONNECTICUT 06088
No.08048
< E. N
623-0569
BY
SCALE
DATE
SHEET
4
CHECKED
NO.
_2
1 90,a>/
straw balc
trench stake
cs� 1. Excavate a trench Z. Place and stake
4" decl) and like I traw bale -
width of a s I raw binding two stake is lies-
f ba wire or bale.
width c bale. twin
L'
1 0
P -c
satc�aw 3. Wedge loose straw co�pacted 4. Backfill and
plan bet cen bales to Wck(I I I copac I t he
t a c ontinuous excavated soil
crewa e
barrier. a, hown on the
s de of
III s
up Is
the barrie to
prevent piping.
IQ, i :_� IT
I !P:"I
jj jr
T
U
E:"Q view
5.0f- vlrvj
_110 IIE A I rL 1 1, 6 �11.
s rcs
Q E.-rA I L_
BALF 0 HAY Ev_0_,G ioti /' 5 Cot milijTATIOM COMT;ZOL PAM
T. S.
5416 6
,��J&Ml ox,
Pa. As7
Filter Ang
F b le 10
a He upslope for
stabil Ily and
self clearing.
W, , 1�.�
P1IZT_T;_
7111
Bottsx� of
Drainageway
U�,
PLAN VIEW
Source: U.S. Department of Agriculture,
Connecticut.
Placemnt and Constructl6n of
�\N NxN�� c-,5. - -
6,C47hr 7-4XIIV6 a4R,6'
1 ^10r 40 9AA-14c5,5_ 154e%EIC
FILTER FABRIC SILT BARRIER AT TYPE laccl C.B.
AIXS,
NOTES:
506 C1,944,045
Backfill the
trench and
compact Ile
exca�a �d .1 1.
CW acted
-ILI �? DO J!
0= -
-41
ELEVATION
Points
o;At should be higher
than
p n 01.
Soll Conservation Service, Storrs..
a Synthetic Filter Barrier
�4
-Wq or RIs, C.
Ole
An- 4;.
.... .........
ZE&10V�5 co
- - __ _ i\\ Is,-
C4,q4'
!/�'Or rO OAIII�qs-e 540ZIC
FILT'ER FABRIC SILT BARRIER AT C.B.
SOUTH WINDSOR
C"r A k I r% A Mn 17-171 A L A I
5 1 AN DARD r RAMI
AND COVER
ADJUST FRAME I
WITH BRICK Q 2'
(SEE PAGE 73)
STANDARD STEP�
(SEE DETAIL PAC
ALL JOINTS TO
OnINITC7)
I �.j I I It I I- Lj F L U S us
FU LL.
PRECAST CONCF
CONCRETE MASC
CONCRETE OR E
INVERT.
C OF 3/4- CRUSHED
STONE
is
'94t
I , . "0 *
"a 040001
Few
mmmmm
AW W
-
_
NOTES:
1 . MINIMUM COVER OVER TOP OF PIPE.
SHALL BE 2'-0".
2. WALL THICKNESS FOR PRECAST UNITS
LESS THAN 10' HIGH 15 6".
3. WALL THICKNESS FOR STRUCTURES OVER
10' HIGH IS 12" FOR BOTH CONCRETE
BLOCK AND PRECAST UNITS. INSIDE
DIMENSIONS REMAIN THE SAME
[a 10=0 I m x -4 1 Mal "Gi I I
PRECAST CONCRETE UNIT
ADJUST FRAME ELEVATION
I 6"to 12"
Vy I ri LJ m U K z)
RECAST CONCRETE OR
ONCRETE MASONRY UNITS
DURED CONCRETE DR
Z) C7 s`1 A Q T Q I I k A 0
1 �t_l Ivi I
OF 3/4" CRUSHED
TONE-
1
mINIMLIM COVER OVER TOP
SHALL BE 2'-0".
2. WALL THICKNESS FOR PRECAST UNITS
LESS THAN 10' HIGH IS 6".
3. WALL THICKNESS FOR STRUCTURES OVER
10' HIGH IS 12" FOR BOTH CONCRETE
BLOCK AND PRECAST UNITS. INSIDE
DIMENSIONS REMAIN THE SAME.
TYPE "C-L" CATCH BASIN
Ab WS.
PROPOSED GRADE
AVEMENT SECTION OR
LANDSCAPING (SEE PLANS)
WARNING TAPE MIN. 12"
MAX. 24* ABOVE PIPE
APPROVED BACKFILL PLACED
AND COMPACTED IN 12* LAYERS
(OR AS OTHERWISE APPROVED
NO STONE LARGER THAN 3'
WITH BRICKS 6"t012"
BEDDING ON SUITABLE NATIVE MATERIAL
_N\—SANO BEDDING PLACED AND
m
-k
P&T
IL ADJUST FRAME ELEVATION
Our -ro ��-aAue ICID OR COMPACTED IN 6* LAYERS
#'
3
/
.
STORM MANHOLE
2—' BIT. el'o"'r- C(_'A'-65. I
LC0tA?AC:M0
2" /,,7�2�11-08" V-08" 7�2'// 2#*
/ / 21# 2*
IZ' GgAVC4 54-cE 2—#4x4'—O" LONG 7/
,-��CDPAPAcmf_o 5L*6k6&
6AS TOP OF FRAME APPLIES
1VT
3 5/, P C
7`
394 21 us
y.
PRECAST CONCRETE UNIT
A. 7
PM66
1-
;OIL & SEED
1. TACK COAT TO BE �%.FPUED
PRIOR TO CURB PLACEUENT AS
REQUIRED BY TOWN.
COATING TO BE APPUED PER
M 04.01.1d4.
BITUMINOUS CONCRETE
UP CMRS SECTION
N.-T:5.
se-r
AT L-EVE-:L- C-*ZAPC-' WITH H1(_-Hr='51
Orr 4_414_�SFL
5"6j-P,e00e0 644ZK HUI-Crt
NOT' -M COVE:R� C1201,4i4OF DAL�L- AX
f5s�IF_ or P"4j-j-r c�)-rEl,-j
"�ATINCO 5cm— mI)0VI2r_
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a4Aq-%A,9 wmi Fbvv4_Y
TRAP HOODS SHALL BE INSTALLED
IN AH CATCH BASINS, WERE
REQUIRED BY TOWN ENGINEER TO
SATISFY ENVIRONMENTAL CONCERNS.
TRAP HOOD INSTALLAMN
ot
2
2'--83/4" 12" V) 2 1 —1
/8- 3/4* CRUSHED STONE BEDDING MATERIAL —
NO STONE LARGER THAN
IN ROCK EXCAVA11ON OR IN UNSUITABLE
W 1 1/2. MATERIAL SHALL
5 ee- MATERIAL AS DiRECTED BY THE ENGINEER MEET D.O.T. M2.05
7Yj < 7 13 MATERIAL SHALL MEET D.O.T. M.02.01.1
2 71 FOR 3/4"STONE.
BACKFILJL TO CENTERLINE OF PIPE
PRECAST CONCRETE OR Cl) WHEN USING POLYETHYLENE OR
CONCRETE MASONRY UNITS A.B.S. PIPIE
111 C..
Q
1 2� 0
_04 z EXI IQD 2/4":SIONE Rmbisa&-
Uj - P-P"LOW FP�047-_LwE
W
7-- (n I
d I, .: . 4 N
6"
"P_ —POURED CONCRETE OR
**
": - A
FRONT ELEVATION
NEENAH TRAP HOOD
MODEL NO. R3701 0
EQUAL W17H HOOKS
1 1
.
CAST SUMP �D_
221 STQRM DRAIN TRENCH DETAIL
OF 3/4" CRUSHED on le 3s—Ons 1VjX5,
iNE /I /I 7--7f
JIMUM COVER OVER TOP OF PIPE
btiALL BE 2
-0
.
2. WALL THICKNESS FOR PRECAST UNITS
LESS -THAN 10' HIGH IS 6".
3. WALL THICKNESS FOR STRUCTURES OVER
10' HIGH IS 12" FOR BOTH CONCRETE
BLOCK AND PRECAST UNITS. INSIDE
DIMENSIONS REMAIN THE SAME.
TYPE "C" CATCH BASIN
Al IT'. S.
OF BASIN
_ET PIPE
40-41'
SIDE ELEVATION
EVERGRIMN TREE PLANTING
P.Or -ro
owrab goo To c-Aff wifta�
lmejm��
fKU11W AL4_ PAMAL560 OIL
mVCA<WA
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L Hil
uKIt-
SIDE ELEVATION
TREE PLANTING
NCT -TV 42eALe,
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No. 030,48
41
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XCV 4-/-98
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PREPARED FOR:
FarmTek
1395 John Fitch Blvd.
South Windsor, CT 06074
(860) 528-1119
_rES
J.R. RUSSO & ASSOCIA]
LAND SURVEYORS & PROFESSIONAL ENGINEERS
1SHOHAM ROAD
EAST WNDSOR, CONNECTICUT 06088
623-0569
BY SCALE DATE SHEET —FCHECKED NO.
A .4 OF 4- �gz Is
lo 3
THIS DRAWING IS THE PROPERTY
OF PELLETIER BUILDERS. INC. THE
USE. RE-U5E OR REPRODUCTION OF
THIS DRAWING FOR ANY PURPOSE
WHATSOEVER WITHOUT AN
EXPRESSED WRITTEN AGREEMENT
BETWEEN LDERS. INC.
10
0
'-0
II IOOI- 0,
AND THEP USERS ISUIPROHIBITED.
— RIGHTS TO USE THE INFORMATION
ON TH15 SHEET ARE NOT
2 5 L O I 15f-O I I _ O C I II I II I TRANSFERRED UNTIL PAYMENT HAS
2� -D 25 �c) 2 5 --O BEEN RECEIVED FOR SERVICES
RENDERED. ANY RIGHTS 50
GRANTED ARE NON-
TRANSFERRABLE TO OTHER
PARTIES WITHOUT THE PRIOR
EXPRESSFf�
—__.__-_---__-._ _--...__.__._...__..-....-____...............-.-_._....-.._....... ...._ -_ _ _ WRITTEN rQN(-,ENT nK
PEIETIER BUILDERS, INC.
(2> 8' x al O.H. DOop-S -�
O L956 PELLETIER BUILDERS, INC.
I
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JOB NO.
1 1 F11,AN DRAWN BY B. L
DATE DRAWN 2-16-06