HomeMy WebLinkAbout03-01W_SITE PLAN LOTS 6 & 7_SANDRA DRIVE�Ir ��?j PLA L\ N
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SHEET TITLE
Is Mill
SHEET NO.
Cover Sheet- ............................................
-1
of
7
PlotPlan. .................................................
of
7
Topographic Plan .........................................
3
of
7
Landscape Plan .........................................
- 4
of
7
Soil Erosion & Sediment Control Notes .................
5
of
7
Detail Sheet .............................................
8
of
7
Detail Sheet .............................................
7
of
7
Oxbow
LOCATION MAP
1 "=200'
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623-0569
FAX: (860) 623-2485
RECEIVED
JAN 2 2003
South Windsor
INLAND WETLANDS AGENCY
CONSERVATION COMMISSION
�a*0'0 %%slitIM/3�reg0F.,
06 Q
NG.0 48 •:
REVISED 9--18-02
N F N/ F N/ F
Bettylou Cuastamachio Wasyl & Sharon M. Szestakow Gary C. & Leslie M. Lee N/F
15' SAN. SEWER EASMENT Robert J. & Joanne M. Myette
IN FAVOR OF THE TOWN
60 OF SOUTH WINDSOR EXIST. SAN. MH
52 54 58 1 62 64 66 70 74 ,76 TF=77.07
56 ; 68 1 72 1 FL=55,02
1
1�_! N27°._39"E t' N27042'39"E t` _N26°48'S6"EI
! ; 314171' ` , 50.00' 'i 149.30I I -,- WATER EASEMENT /N FAVOR OF
r) CONNECTICUT WATER COMPANY
t 1 r
WET AND '
8 C
#40 Sandra Drive
I' Lot Area :' 155, 535174 s. f.
F , ,
; I
a 3.57 Ac.
O .' ' \ APPROX. LOCA77ON
W I, I O r I Ile IEXST. 12 MAIN
k
I 1 II
\ t iI I Z,0 w
52
_ t
_ 25' REAR`co
L1NE + 75' BUFFER LiNE - -, \ `' ,`• l% i t I t Ii I ���
30' WIDE 50
DRAT .._
r
NAG 1
E & MAINTENANCE __ _ • -kr
EASEMENT IN FAVOR OF \ t
TOWN OF SOUTH WINDSOR UMIT OF'#ETLANDS AS - -
FL`4GGED BY SOIL SCIEDV-77ST - -
46
,
i
a ,
5 � 0
52
t
54 • ' W
NIF
0
� s
� t
56
13
58
i
Bancroft Brook,
ro t L.L.C.
T
.S I '
LINE BEARING DISTANCE
L1 N29'05'41 "E 6.83' " �1
L2 N51'37'54"E 43.05'
L3 N28'38'55"E 20.43' R' 20' DRAINAGE EASEMENT '
IN FAVOR OF TOWN r
L4 N19'58'57"E 44.77' OF SOUTH WINDSOR sl ,� ,�1,.�, ��
L5 S81'37'46"E 4.74' EXIST. TREE LINE (TYP) t4
L6 S08'22'14"W 20 00' 10' SIDE LINE
L7 S81'37'46"E 21.78' 244.33'� - 30" RCP -
L8 S19'58'57"W 32.79' S30°25'53"W ;,77'�=- 64
L9 S28'38 55 W 28.80
L10 S51'37'54"W 40.63' EXIST. DMH
7F 63.2
FL=57.2 15"
FL=49.7 IN 30" N/F
FL=49,4 OUT Andre K. Charbonneau
40 D 20 GRAPHIC SCALE
. 160
( IN FEET )
1 inch = 40 ft.
1540 SULLIVAN AVENUE # SOUTH WINDSOR, CT O6C74
TELEPHOIt: i860i 644-2511
September 17, 2002
Certified #7000 t 670000189221936
I.R. Russo & Associate,
Amu Timothy A. Coon
I Shoham Road
East Windsor, C;.i' 06088
TIE: Appl, 002-371,- Charbonneatt Site - westerly of Sandra Drive, (Assessor's Nap #96,
parcels 960 & 61)1 zoue
Dear Mr. Coots:
At the September 4, 2002 regular meeting, tine Inland Wetlands AgencyiConservation
Corrimissiou approved application r02-37P - Charbonneau Site - Sandra Drive - Inland
Wetland/Conservation Commission application for the construction of a 20,400 so. ft, industrial
building, parking, stor-mwater structures and associated improvements on property located
westerly of Sandra Drive (Assessors Map 996, parcels #60 & 61)1, Industrial zone. This
approval is subject to the following conditions:
I. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be
submitrrd to this Commission. This must be completed wits in 65 days of approval prior
to any construction activity on the site. Plains 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 September 4, 2007. It is the
landowners)/applicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. Ali approvals required must be obtained and submitted prior to any activity on the site,
5. A contact person shalt be identified on the plans.
6. Type ff sediment chamber be replaced with a type of sedimentipoflutant removal
chauuber as approved by Town wetland staff.
t,
�NIF
Andre L. & Andre K. Charbonneau
Rt
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...::.:::::;>::::::.:�.;;:.!.�: f' I C` � � �• •-II-- _.I FL=628 15"
-� 74
FL-63.0 /N 18
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-7
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ELEC.
18" RCP
24.i RCP_ _ %_ _ _�
_ ' _ ^ , _ (— EXIST. SAN. MH
/ �' G� / /_ _ _ _, �' ON PVC pl ton � II 7F=69.0
' ^ ~ r C -}-"n- — FL=57.3
15" R6J
===IF====�
�j
68� EXIST. SAN. MH
FL=567
• ���` �� (�1a PJ / EXIST. SAN. MH
/ 7F=67.3
FL=57.5 L=131.99'
EXIST. CB A = 27030' 00"
�� o �� TF=66.9 R=275.00'
\66y FL=62.3
FL=62.0
`` ...
L=22.39'
\
I EXIST. CB
L-7F=65.7
EXIST. CB
7F=65 8
R=25.00'
L=105.84
FL=60.9
FL=51.6
FL=61.8
A=110 ° 15' 29"
R=55.00'
EXIST, SAN. MH
7F=66,8
FL=57, 8
Clrarborluucnu Site
September 17, 2002
Page 2
7. A drainage easement at least 30' chide to be granted from the outfalI pipe to the property
line in favor of the T oivn,
E. Current conditions of the downstrearn channel and surrounding areas be documented and
three year checks on the stability of the coconut ioas be made.
9. Storinwater treautlent unit to be Ilea ned according to specifications.
I0, We recommend a bond in the amount of S20,000 be submitted to the Planning & Zoining
Commission to ensure stream bank stablization,
11. We recommend a bond in the amount of $5,000 be submitted to the Planning & zoning.
Commission to ensure compliance with the Erosion and Sedimentation Control
Measures.
tirery truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COivII USSION
Elizai r A. Warren, Chairperson
EAVAr
cc: Chief Building Official
Town Engineer
Mr. Andre Charbonneau
x� Y i. 40 SULLIVAN AVENUE . SOUTH WINDSOR. CT 06074
y0a°R cir I EI.EPNONE (860) 644.2511
CERTIFIED MAIL
September 16, 2002
Andre L. Charbonneau
125 Edwin Road
Soutar Windsor, CT 060"r4
Re: Appi 902-37P, Charbonneau, Sandra Drive Lots 6&7
Dear Mr. Charbonneau:
We are pleased to advise you that the Planning & Zoning Commission voted on September 10, 2002 to approve
the above referenced application for a Site Plan of Development. This approval is for the construction of a
20,400 sq ft facility on property located on the southerly end of Sandra Drive, I Zone, as shown on plans
prepared by S.R. Russo,. Job No. 2002-024, dated August 12, 2002, as revised. This approval is subject to the
following modifications:
1. Prior to commencement of any site work, a meeting must be held with 'Town SlatT.
2. No building permit will be issued until the filial mylars have been filed in the Town Clerk's office.
3. This application is subject to the conditions of approval of the Inland Wetlands Agency!Coaservation
Corunission, iucluding two a bonds in the amount ofa20,L'00.00 to ensure; stream bank stabilization and
S5,000.00 for erosion anal sediment control.
4. Au as -built plan is required prior to issuance of a Certificate of Occupancy per Section a.1.10 of the Zoning
Regulations.
S. Landscape bond in the amount of 535,000.00 required and must be submitted prior to filing ofnuylars.
6. All plans used in the field by the developer must brar the stamp and authorizer) signature of the Town of
South Windsor.
7. WPCA approval is required.
S. 'PC building street number must be included on the filial plan.
Reference Map:
"Resubdivision Property Of Andre Charbonneau South Windsor,
Connecticut Owner -Developer Andre L, Charbonneau & Andre K
Charbonneau 125 Edwin Road South Windsor, Connecticut Phone
528-7551" 1"=40' 4-13-87 Rev. 9-1-87 Class A-2 by Palmberg &
Russo, William R. Palmberg, L.S.
Notes:
1. Parcel is not located in a flood hazard zone, Panel No. 090036
0006 B.
2. Portion of the parcel is located in inland wetlands as mapped by
Michael F. Gragnolatti, Soil Scientist.
3. Elevations are based on M.D.C. datum.
4. Coordinates are based on C.G.S. datum.
5. Underground utility, structure and facility locations noted hereon
have been compiled, in part, from record mapping supplied agencby the
respective utility companies or governmental ies, from parole
testimony and from other sources. These locations must be
considered as approximate in nature. Additionally, other such
features may exist on the site, the existence of which are unknown
to J.R. Russo & Associates. The size, location and existence of all
such features must be field determined and verified by the
appropriate authorities prior to construction. Call Before You Dig
1-800-922-4455.
6. Soil erosion and sediment control contact person: Andre'
Charb -
F
onnea 528 7.,51 .
7. Found
ation dim
ensions as shown on this plan
an are for sit
e design
n
purposes only. Foundation contractor will use Architectural plans for
layout and construction
0 of building
foundation.
8. All soil erosion and sediment control work shall be done in strict
accordance with the latest edition of the Connecticut Guidelines for
Erosion and Sediment Control.
9. Construction shall conform with the Town of South Windsor Public
Improvement Specifications.
10. In accordance with Condition #19 of the original subdivision
approval (#1255) on November 18, 1987, an additional 25-foot
non -disturbance -
Is urbance area has been added to the 50 foot buffer and
25-foot re
ar ar yard g
alon the west
ern property
bo boundary.
.
11. An floor drains
y ra>.ns installed within the building must be connected
to an o>1 gnit se
parator arator P
rIo r to discharge to
the sa
nitary sewer.
LEGEND:
•+-
UTILITY POLE
C
WATER GATE
t➢
GAS GA TE
D
PROP. CA TCHBASIN
DATA BLOCK:
O
PROP. STORM MANHOLE
❑
EXISTING CA TCH BASIN
L Ot Area — 8.f,, 3 57 AC,
-°-
SiGN
I--�"ri--., 1
35' Building Line
-�,-
H'rORAiJT
- - E- -
U.G. ELEC. LINE
10' Side Line
- - c- -
U.G. GAS LINE
25' Rear Line
- - W- -
U.G. WATER LINE
Max. Building Coverage Allowed7.- 50
PROP. STORM SEWER
Prop. Building Coverage % 13
=_____=
EXISTING STORM SEWER
Max. Impervious Coverage Allowed%- 65
s —
PROP. SANITARY SEWER
Prop. Impervious Coverage 27
- -
EXISTING SANITARY SEWER
WETLAND LIMIT
EXISTING CONTOUR
PARKING CALCULATION:
-" —'
PROP. CONTOUR
<'p 7
EXIJTIIVG SPOT GRADE
Use - Warehouse
0
•
PROP. SPOT GRADE
EXISTING I.P.
Minimum Spaces Required -
■
EXISTING MONUMENT
(1 space/1,250 SF) x 20,400 SF
o
PROP. I.P.
+ (1 space) x 9 employees
o
PROP. MONUMENT
= 26
®
WETLAND FILL
- - - -+
GEOTEXTILE SILT FENCE
Spaces Provided = 27
STAKED HAYBALES
9. The Town Engineering's comments dated August 21, 2002 must be addressed to the satisfaction of the
Toxin Engineer.
10. An explanatory note for the increased buffer referencing the previous subdivision approval should be added.
11. Planr•.ing Comments dated August 30, 2002 must be addressed.
r9 'rha snnliraat unmet -I- to the Architectnml I)ecinrt 12evif�w Cnmmittooe fnr final review Iftha annrcin-
has any conceals with the Committee's recommendation, then the applicant must return to the Planning and
7.oning Commission for final resolution.
13. Grading that occurs within the 75 foot non•erreroaciunctu area must be returned to an undisturbed,
landscaped area.
Bla6k and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint
copies of the entire set of pla s must be submitted to this Commission within 30 days to be stamped and signed.
The letters of'approvai of this Commission as well as the Inland Wetlands Ag•ancy/Conservation Commission
must be reproduced on the mylars.
After the mylars have baen signed by the Commission, they will be returned to you for filing in the Office of the
Town Clerk. After filing these plans, a copy of the receipt rnust be submitted to the Planting Department.
Sincerely,
Merin McCann, Chairman
Planning and Zoning Commission
KMcC/kah
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
J.R. Russo
6-19-02
"0-t�'xauz�'z
1540 SULLIVAN AVENUE • SOU114.'NINDSOR, CT 06074
TEI.t=FNONE (860) 644-2.5_1
October 10, 2002
I. R. kws° Associates
I Shoham Road
East Windsor, CT 06n288
Attu: Mr. Lrrseii
RE: Lots 6 8c 7 Sandra Drive-• Approval to Connect
South Windsor, CT
Dear?&. Urseri:
The Souda Windsor Rater Pollution Control Authority, at its regular meeting of0ctobcr 1, 2002, gave
approval for the co wcction to the Town's scwciage s_vst rauf a cuettrercial building to be located at Lot 6
& 7 Sandra Drive, South Windsor, CT, as more specifically shown on plans erti4ed"Topographic plan -
I.ot 6 & 7, -Prepared by J. R. Russo Associates, East Windsor, CT, Project No. 202.024, Dra-Mag Nc(s)3
dated 6.19.02, revised 6.18.02, 8-12.02, 9-18-02, and subject to the following conditions:
I. Approval for fire coareetion of tip to 9 bathrooms.
2. Technical approval of the Town Engintcring Depatvnent.
3. Final Authority approval and acceptance of the sanituy sewerage connection will be given once
The sewer line has been installed and inspected by ibe Town staf{ and based upon the written
Vcri: catiou of the Town staff :hat said sanitary sewer lire, wvs cstalled in substantial
conformance wdth the design plans previously an roved by rile Audrorky, and meeting all Town
regulations and appropriate technical specifications relating to sanitary sewer construction.
Connection charges in trio amount of 59,996.00 (S2,8001acre) bave becu calmlated for this site, and are due
at the tiune of drain sayers permit application.
This approval letter ITMI. be sup dutgosed on the :curl appio,-A plati<.
Very truly yum,
....:t-t�J
Carm, Chairman
%ter pollution Contral Authority
i7C:dd
Cc: iliff.hew Culligan. Town Ma« afer
'Aiubacl J. Gautick, Director of Public Works
fe1T'])oc litlle,'fnwn Eugineer
Marcia Banach, Dirccwr of Planning
John Collins, Chief Building Inspector
Andre Cbarbonueau
This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the
Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of
Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Improvement
Location Survey based on a Dependent Resurvey conforming to Horizontal & Vertical Accuracy Class A-2 &
T-2.
This document and copies thereof are valid only if they bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render any declaration hereon null and void -
LOCATION MAP
1 "=200'
Map Lot
Name & Address
108 18
Douglas Eric Wetherll
55 Oxbow Lane
South Windsor, Ct. 06074
19
Andre L, & Andre K. Charbonneau
125 Edwin Road
South Windsor, Ct, 06074
2111
Rnrl D k �Tnnn+ 11(
µ. re"0
40 Old Parish Drive
South Windsor, Ct. 06074
21
Joanne M. Myette
P.O. Box 538
South Windsor, Ct. 06074
22
Gary C. & Leslie M. Lee
18 Old Parish Drive
South Windosr, Ct. 06074
24
Nancy Allison
11 Old Parish Drive
South Windsor, Ct. 06074
25
Stephen C. & Patrcia A. Roback
44 Oxbow Lane
South Windsor, Ct. 06074
34
Kristina S. & Brian E. Beckwith
21 Edgewood Drive
South Windsor, Ct. 06074
35
Joseph M. Bouffard
1474 Main Street
South Windosr, Ct. 06074
36
Andre L, & Andre K, Charbonneau
10 Abbe Road
South Windsor, Ct. 06074
37
Wojciech Dawidczyk
53 Susan Drive
Tolland, Ct. 06084
38
Linbob, LLC
80 Kimberly Drive
South Windsor, Ct. 06074
k
TO THE BEST OF MY KNOWLEDGE AND BELIEF THiS
MAP IS SUBSTANTIALLY CORRECT AS N07E'D HEREON.
YIs
No. 8048
Map Lot
Name & Address
96 6
Frances D. Bellizzi
1125 Main Street
East Hartford, Ct. 06108
7
Paul F. Barbour
5 Old PArish Drive
South Windsor, Ct. 06074
8
eettyivu Guastaznachio
2 Old Parish Drive
South Windsor, Ct. 06074
9
Wasyl & Sharon M. Szestakow
6 Old Parish Drive
South Windosr, Ct. 06074
11
Bancroft Brook LLC
102 Lakewood Circle
Manchester, Ct. 06040
12
RLR Investments LLc
P.O. Box 271
Wilmington, OH 45177-0271
58
Andre L, & Andre K Charbonneau
10 Abbe Road
South Windsor, Ct. 06074
59
Andre K Charbonneau
125 Edwin Road
South Windosr, Ct. 06074
97 18
Andre Charbonneau
55 Kimberly Drive
South Windsor, Ct. 06074
19
Linbob, LLC
80 Kimberly Drive
South Windsor, Ct. 06074
1 111-13-021 TAC I JRR I ADD WPCA APPROVAL LETTER
NO I DATE BY I APPR. I REVISIONS
Plot Plan
Lot 6 & 7
40 Sandra Drive
South Windsor, Connecticut
Owner/Developer
Andre L. & Andre K.
Charbonneau
125 Edwin Road
South Windsor, Connecticut
528— 7551
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
BY ISCALE
LF/TAC I 1 "=40'
1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623-0569
FAX: (860) 623-2485
DATE Snrrc T l.I• LUKtu NO.
i 9-18-02 I 2 of 7 I JRR 1 2002-024
Reference Map:
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� � . �" � .. ::.�f1. AREA DRAIN
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30 WIDE
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& MAINTENANCE ._ ,.:::.:::.........................:...::.:�.:.�:::.�..:......................::::::.� .:>.:�:::::::::.::.:..:....................::..:::.:::::::::::::::::.�::::..:...�...................::::.,...:. CONCRETE
EASEMENT IN FAVOR \ :::;;:;:::';>:::>:>:>::>::;::<<:»>::>:::<>r;::><:>:::>>.......:................................... I DUMPSTE OF �. `:.. I R PAD
TOWN OF SOUTH WINDSOR A2 - A6 j ;<:<:>:::<><<::>:;:::>::<::: >::>:::<::<:>:: }� ->.� SEE DETAIL
, II
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10 RANCOR F111 , II I TF=66.10 0
.--. •_ .._ .._ .-._ ,�, - -. - ><€:<3>:.:: :..: :>::>:«<:> / S-0.5g , r � = OR EQUAL APPROVED BY ENGINEER
�•' ::<:::; )::::: ............ FL 63.14 _
' _ ._ FLARED END.'' II I & INLAND WETLAND AGENT
42 r.:::.::. t TF=67.20
46 48 - � - - -- �� - ::>�is::
Fz
L 47:8� r3
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-76 _II
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ESUT
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100 STREAMBANK 1«'';>««:>::::>::>::::::::::>:>:::::: BC 67.4 ti 69.0
�-.� ,, \ �; 67.0 / to
STABILIZATION ��: o
BOTH SIDES _ TEMPORARY TOPSOIL ?` 7 a - - r = _ _ - - = - - _ -
„ . � ,_ (� � / �� ,•: _ : � � 18" RCP
(SEE DETAIL) STOCKPILE SURROUNDED `� �, 66 C' V1 �� !i RC _ -G==' ` 3�" I
BY SILT FENCE �` -- �. ,,,, '� ' 00 TC�67.9 _ 2� - R " " , - , - $, (- EXIST. sAly MH
20' DRAINAGE EASEMENT ��i �.. _ _ BC=67.4 '1 - ^ ' pVC pl it ii II 69.0
SELECTIVELY THIN/TRIM TREES ALONG !N FAVOR OF TOWN �� �- -- -- ..�G.� _ - = - , 10� _ _ -0-{- N- I- FL=57.3
OF SOUTH W/NDSOR C .., - ° �I 15" RC
STREAM TO ALLOW LIGHT 6 1_,...� TS - - - _w- L_ _ _ _ _
COORDINATE W/ SOIL SCIENTIST EXIST. TREE LINE (TYP) Ir
AND TOWN WETLAND AGENT -� ' " _ '' �30RCP ti -'��° fZCP' � � � ' - EXIST SAN. MH
TF=682
/2
..times_ _\64 - � j -',- � �., i� FL=56 7
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
160
IV F-AIQ 1. W.^% i r-n LA I C r%ALJ
117'-6" PVC SDR-35 _
S=2.0%
LEGEND:
-a-
Fil
c
m
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O
-
-E--
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-S -
I
UTILITY POLE
WA TER GATE
GAS GATE
PROP. CA TCHBA SIN
PROP. STORM MANHOLE
EXISTING CATCH BASIN
SIGN
HYDRANT
U.G. ELEC. LINE
U.G. GAS LINE
U.G. WATER LINE
PROP. STORM SEWER
EXISTING STORM SEWER
PROP. SANITARY SEWER
EXISTING SANITARY SEWER
WETLAND LIMIT
EXISTING CONTOUR
PROP. CONTOUR
EXISTING SPOT GRADE
PROP. SPOT GRADE
EXISTING L P.
EXISTING MONUMENT
PROP. 1. P.
PROP. MONUMEN T
WETLAND FILL
GEOTEXTILE SILT FENCE
STAKED HA YBALES
EXIST. SAN. MH
- TF=67.3
FL=57.5
EXIST. CB
TF=66.9
FL=623
FL=62.0
EXIST. SAN.
TF=66.8
FL=57.8
CONTRACTOR TO PERFORM TEST PIT
TO CONFIRM LOCATION AND FLOWLINE
OF EXIST. SAN. LATERAL & INSTALL
SMH WITHIN R.O.W. OVER LATERAL
TF=66.6f
ESTIMATED FL=59.0t AT PROPERTY LINE
EROSION & SEDIMENT CONTROL PLAN KEY
PS PERMANENT SEEDING
TS TEMPORARY SEEDING
CE CONSTRUCTION ENTRANCE
G S F GEOTMLE SILT FENCE
H B HAY BALE BARRIER
DC DUST CONTROL
OP OUTLET PROTECTION
6-19-02
26'-15" HANCOR F111
S=0.5%
INSTALL SILTATION
BARRIER ON ALL EXIST.
DOWNSTREAM CB'S (TYP)
CONNECT TO EXIST. CB
NEW FL=62.80
This survey and map has been prepared in accordance with Sections 20-300b-1 thru 20-300b-20 of the
Regulations of Connecticut State Agencies - "Minimum Standards for Surveys and Maps in the State of
Connecticut" as endorsed by the Connecticut Association of Land Surveyors, Inc. It is a Improvement
Location Survev based on a Dependent ResurveX conforming to Horizontal & Vertical Accuracy Class A-2 &
T-2.
This document and copies thereof are valid only if they bear the live signature and embossed seal of
the designated professional. Unauthorized alterations render a nV declaration her eon n u, n -I -;A
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP /S SUBSTANTIALLY CORRECT AS NOTED HEREON.
is p g»3Ek8S:t;�Fbdlt•
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8048 No.7
ram•'• ,y,/ r. ;_
r':. Lam•°'(••''- �3�wb,T����:FX/''�l�Y�17J•:y:r,�.�'•:
"Resubdivision Property Of Andre Charbonneau South Windsor,
Connecticut Owner -Developer Andre L. Charbonneau & Andre K
Charbonneau 125 Edwin Road South Windsor, Connecticut Phone
528-7551" 1"=40' 4-13-87 Rev. 9-1-87 Class A-2 by Palmberg &
Russo, William R. Palmberg, L.S.
Notes:
1. Parcel is not located in a flood hazard zone, Panel No. 090036
0006 B.
2. Portion of the parcel is located in inland wetlands as mapped by
Michael F. Gragnolatti, Soil Scientist.
3. Elevations are based on M.D.C. datum.
4. Coordinates are based on C.G.S. datum.
5. Underground utility, structure and facility locations noted hereon
have been compiled, in part, from record mapping supplied by the
respective utility companies or governmental agencies, from parole
testimony and from other sources. These locations must be
considered as approximate in nature. Additionally, other such
features may exist on the site, the existence of which are unknown
to J.R. Russo & Associates. The size, location and existence of all
such features must be field determined and verified by the
appropriate authorities prior to construction. Call Before You Dig
1-800-922-4455.
6. Soil erosion and sediment control contact person: Andre'
Charbonnea (528-7551).
7. Foundation dimensions as shown on this plan are for site design
purposes only. Foundation contractor will use Architectural plans for
layout and construction of building foundation.
8. All soil erosion and sediment control work shall be done in strict
accordance
an e with the latest edition of the Connecticut Guidelines for
Erosion and Sediment Control.
9. Construction shall conform with the Town of South Windsor Pu
blic
Improvement Specifications.
10. In accordance with Condition #19 of the original subdivision
approval (#1255) on November 18, 1987, an additional 25-foot
non -disturbance area has been added to the 50-foot buffer and
25-foot rear yard along the western property boundary.
11. Any floor drains installed within the building must be connected
to an oil /gTit separator prior
to dischar e to the sanitary sewer.
3 9-18-02 TAC JRR P&Z & WETLANDS CONDITIONS OF APPROVAL, ADD PLOT PLAN
2 8-12-02 TAC JRR MOVE BUILDING 25' EAST
1 6-18-02 TAC JRR ENVIRONMENTAL PLANNER & ENGINEER'S COMMENTS
NO DATE BY APPR. REVISIONS
Topographic Plan
Lot 6 & 7
40 Sandra Drive
South Windsor, Connecticut
Own er/Developer
Andre L. & Andre K.
rhWrbUnneILA,C,
125 Edwin Road
South Windsor, Connecticut
528-7551
J.R. RUSSO & ASSOCIATES
Land Surveyors & Professional Engineers
i�. ' • 1 SHOHAM ROAD
EAST WINDSOR, CONNECTICUT 06088
(860) 623-0569
FAX: (860) 623-2485
BY SCALE DAiE SHEET CHECKED NO.
LF/TAC 1"=40' I 6-19-02 ' 3 of 7 ( JRR I �2002-024
Ak s
105
100
95
m
75
70
60
0
2 PLY 1/2" DIA. REINFORCED
RUBBER HOSE
TREES GREATER THAN 2 1/2" CAL -----
GUY WIRES - THREE SPACED EQUALLY
ANCHORED W/2"x4N2.5' CEDAR STAKE
SET CROWN OF ROOTBALL AT SURROUNDING
FINISH GRADE BEFORE MULCHING
PLANTING SOIL MIXTURE
10 GA. GALV. SOFT STEEL GUY WIRE
y�STAKES NOTCHED FOR WIRE
TREES 2 1/2" CAL. OR LESS HARDWOOD
STAKES -TWO 2"x2"x8' OPPOSITE AND SET
/"-INTO SUBGRADE
TREE WRAPPING TO SECOND BRANCH
HEIGHT W/50% OVERLAP
�— SEE LAYOUT FOR SURFACE TREATMENT
7 -- 3" SHREDDED BARK MULCH
-----ROLL BACK TOP THIRD OF BURLAP
6"
COMPACTED PLANTING SOIL MIXTURE
UNDISTURBED SUBGRADE
TREE PLANTING
NOT TO SCALE
THREE 10 GAL. GALV. SOFT STEEL -
GUY WIRE ANCHORED W/2"x4"x2'-6"
CEDAR STAKE SPACED EQUALLY
SET CROWN OF ROOTBALL AT
SURROUNDING FINISH GRADE. —�
1F IN HEAVY CLAY SOILS SET
AT 1" ABOVE FINISH GRADE BEFORE
MULCHING.
F
STAKES 90' TO GUY WIRES
ROLL BACK TOP THIRD
OF BURLAP
- INSTALL TREE PLUMB, PRUNE
ALL DAMAGE OR BROKEN BRANCHES
-2 PLY 1/2" DIA. REINFORCED RUBBER HOSE
- 3" SHREDDED BARK MULCH
1-6" EARTH SAUCER
PLANTING SOIL MIXTURE
COMPACTED PLANTING SOIL MIXTURE
- UNDISTURBED SUBSURFACE
EVERGREEN TREE PLANTING
�
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EAR OF BUILDING
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Of
10 20 30 40 50 60 70 80
T YP/ CAL REAR BUFFER PROFILE - PROJECTED 5
N TS
WETLAND PLANTING SCHEDULE
(7)
CLETHRA ALNIFOLIA
SWEET PEPPERBUSH, 18"-24"
(6)
CORNUS FOEMINA RACEMOSA
GRAYSTEM DOGWOOD, 18"-24"
(7)
ILEX VERTICILLATA
WINTERBERRY HOLLY, 18"-24"
(7)
LINDERA BENZOIN
'
COMMON SPICEBUSH, 18"-24"
(6)
VACCINIUM CORYMBOSUM
HIGHBUSH BLUEBERRY, 18"-24"
SHRUB_ PLANTING SCHEDULE
(29) o
JUNIPERUS CHINENSIS
PFITZER JUNIPER
24"-30" CONTAINER
(18) o
VIBURNUM LENTAGO,
NANNYBERRY
24"-30" CONTAINER
(5) o
RHODODENDRON (PJM)
24"-30" CONTAINER
SEEDING SCHEDULE
2:1 SLOPES: FLAT PEA, LATHCO BY NEW
ENGLAND SEED CO. OR EQUAL
40-60 LB/ACRE
OTHER UPLAND AREAS: ATHLETIC MIX BY
NEW ENGLAND SEED CO. OR EQUAL
200-250 LBS/ACRE
MIMED PLAN I INGS OF
WETLAND SHRUBS
SPACED 6' O.C.
(SEE SCHEDULE THIS SHEET)
100' STREAI
STABILI;
BOTH
SELECTIVELY TRIM TREES i
STREAM TO CLEAR OVER:
COORDINATE W/ ENG
AND TOWN WETLAND i
I
.1
YEARS
100
110
NOT TO SCALE
105
100
95
75
70
65
60
0
COMPACTED PLANTING SOIL
MIXTURE TO PREVENT F
SETTLEMENT
1/2" DIA. CRUSHED STONE ADDED
IN AREAS WITH POORLY DRAINED
SOILS
SET CROWN OF ROOTBALL
LEVEL GRADE WITH HIGHEST
POINT OF SAUCER
3" SHREDDED BARK MULCH
NOT TO COVER CROWN OF
BALL AT BASE OF PLANT STEM
PLANTING SOIL MIXTURE
SHRUB PLANTING
NOT TO SCALE
1
-------
------.................... -................. ,..............................................
....................... ..................
° Q ........ ..
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4
4
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REAR OF BUILDING
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........................................... ........._................_...
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10 20 30 40 50
T YP/CAL REAR BUFFER PROF
N TS
i0 5 TREES
C. MIN.
ZSED
RUCE
DUCE
'INE
NE
M
'S
3 ONLY
60 70 80 90
lL E - PROJEC TED MA TURI T Y
LEGEND.
UTILITY POLE
c
WA TER GA TE
e
GAS GATE
0
PROP. CA TCHBA SIN
O
PROP. STORM MANHOLE
❑
EXISTING CATCH BASIN
-n-
SIGN
-¢-
HYDRANT
- - E - -
U.G. ELEC. LINE
- - c - -
U.G. GAS LINE
- - w- -
U.G. WATER LINE
PROP. STORM SEWER
-��
EXISTING STORM SEWER
— s —
PROP. SANITARY SEWER
_ — =
EXISTING SANITARY SEWER
A
WETLAND LIMIT
EXISTING CONTOUR
-v r--
PPnP,r nA/Tni IP
2WxO
EXISTING SPLIT GRADE
26s.o
PROP. SPOT GRADE
•
EXISTING I.P.
•
EXISTING MONUMENT
0
PROP. 1. P.
u
PROP. MUIIIUMENT
WETLAND FILL
- — —
GEO TEXTILE SILT FENCE
STAKED HA YBALES
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON,
GRAPHIC SCALE ao _......(P 1--1/2" TO 2" CAL., B&B ,,'p} daf9dE8818j6Y�BJ
0 20 40 80 160
(1) PICEA OMORIKA, SERBIAN SPRUCE S 2Nl:_?
9-vil3l
100 110
( IN FEET
1 inch = 40 ft.
L
GEOTEXTILE SILT FENCE (GSF)
SPECIFICATIONS
Materials
Geotextile fabric: shall be a pervious sheet of polypropylene, nylon,
polyester, ethylene or similar filaments and shall be certified by
the manufacturer or supplier as conforming to the requirements
shown in Figure GSF-1 in the Connecticut Guidelines For Soil
Erosion and Sediment Control latest edition. The geotextile shall
be non -rotting, acid and alkali resistant and have sufficient
strength and permeability operations. Filamanets in the
geotextile shall be resistant to absorption. The filament network
must be dimensionally stable and free of any chemical
treatment or coating that will reduce its permeability. The
geotextile shall also be free of any flaws or defects which will
alter its physical properties. Torn or punctured geotextiles shall
not be used.
Supporting posts: shall be at least 42 inches long made of either
1.5 inch square hardwood stakes or steel posts with projections
for fastening the geotextile possessing a minimum strength of
0.5 pound per linear foot.
Placement.
For toe of slope: Locate 5-10 feet down gradient from the toe of
slope, generally on the contour with maintenance and sediment
removal requirements in mind. When the contour can not be
followed install the fence such that perpendicular wings are
created to break the velocity of water flowing along the fence.
See Figure GSF-2 in the Connecticut Guidelines For Soil Erosion
and Sediment Control for spacing requirements.
Swales: Locate "U" shape across swale such that the bottom of
both ends of the fence are higher that the top of the lowest
section of the fence.
Catch Basin in Swale on Slopes: Locate 2 "U" shapes across swale
as above: one immediately up slope from the catch basin and
the other immediately down slope from the catch basin.
Catch Basins in Depressions: Encircle catch basin.
Culvert Inlets: Locate in a "U" shape approximately 6 feet from
the culvert in the direction of the incoming flow.
CulvertOutlets: Locate across the swale at least 6 feet from the
culvert outlet.
Installation
Trench excavation: Excavate a trench a minimum of 6 inches deep
and 6 inches wide on the up slope side of the fence location.
For slope and swale installations, extend the ends of the trench
sufficiently up slope such that bottom end of the fence will be
higher than the top of the lowest portion of the fence.
When the fence is not to be installed on the contour, excavate
wing trenches spaces at the intervals given on Figure GSF-2 in
the Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
When excavation is obstructed by an occasional stone or tree
roots, provide a smooth transition between the trench bottom
and the obstruction.
Support Posts: Drive support posts on the down slope side of the
trench to a depth of at least 12 inches into original ground.
Never install support posts more than 10 feet apart. Install
support posts closer than 10 feet apart when concentrated flows
are anticipated or when steep contributing slopes and soil
conditions are expected to generate larger volumes of sediment.
For catch basins in hollows, drive posts at each corner of the
catch basin. Whenever the geotextile filter fabric that is used
exceeds the minimum material specifications contained in this
measure, the spacing of the stakes shall be per manufacturer's
recommendations.
Geotextile Filter Fabric: Staple or secure the geotextile to the
support posts per manufacture's instruction such that at least 6
inches of geotextile lies within the trench, the height of the
fence does not exceed 30 inches and the geotextile is taut
between the posts. When the trench is obstructed by stones,
tree roots, etc. allow the geotextile to lay over the obstruction
such that the bottom of the geotextile points up slope.
In the absence of manufacture's instructions, space wire staples
on wooden stakes at a maximum of 4 inches apart and
alternate their position from parallel to the axis of the stake to
perpendicular.
Do not staple the geotextile to living trees.
Provide reinforcement for the fence when it can be exposed to
high winds.
When joints in the geotextile fabric are necessary, splice
together only at at support posts, and securely seal.
Backfill & Compaction: Backfill the trench with tamped soil or
aggregate over the geotextile. When the trench is obstructed
by a stone, tree root, etc. make sure the bottom of the
geotextile lies horizontal on the ground with the resulting flap on
the up slope side of the geotextile and bury the flap with 6
inches of tamped soil, or aggregate.
MAINTENANCE
Inspect the silt fence at least once a week and within 24 hours
of the end of a storm with rainfall amount of 0.5 inch or
greater to determine maintenance needs. When used for
dewatering operations, inspect frequently before, during and after
pumping operations.
Remove the sediment deposits or, if room allows, install a
secondary silt fence up slope of the existing fence when
sediment deposits reach approximately one half the height of
the existing fence.
Replace or repair the fence within 24 hours of observed failure.
Failure of the fence has occurred when sediment fails to be
retained by the fence because:
(a) the fence has been overtopped, undercut or bypassed by
runoff water,
(b) the fence has been moved out of position (knocked
over), or
(c) the geotextile has decomposed or been damaged.
Maintain the fence until the contributing area is stabilized.
After the contributing area is stabilized determine if sediment
contained by the fence requires removal or regrading and
stabilization. If the depth is greater than or equal to 6 inches,
regrading or removal of the accumulated sediment is required.
No removal or regrading is required if sediment depth is less
than 6 inches.
Remove the fence by pulling up the support posts and cutting
the geotextile at ground level. Regrade or remove sediment as
needed, and stabilize disturbed soils.
HALE BALE BARRIER (HB)
SPECIFICATIONS
Materials
Nay Bales: shall be made of hay or straw with 40 pounds
minimum weight and 120 pounds maximum weight held together
by twine or wire.
Stakes for Anchoring Hay Bales: shall be a minimum of 36 inches
long and made of either hardwood with dimensions of at least
1.5 inches square or steel posts with a minimum weight of 0.5
pound per linear foot.
Placement
Toe of Slope: Locate 5-10 feet down gradient from the toe of
slope, generally on the contour. When the contour can not be
followed, stagger the bale installation and install perpendicular
wings (spaces as shown in Figure HB-1 in the Connecticut
Guidelines For Soil Erosion and Sediment Control latest edition)
to break the velocity of water flowing behind the bales. The
barrier should be located with sufficient distance from the toe
of the slope to allow access by equipment for removal of
accumulated sediments.
Catch Basins in Depression or Low Spots: Encircle catch basin or yard
drain.
Installation
Trench excavation: Excavate a trench as wide as the bales and at
least 4 inches deep. Each end of the trench should be winged
upslope so that the bottom of the last bale is higher than the
top of the lowest hay bale in the barrier.
Hay Bale Placement: Place bales in a single row in the trench,
lengthwise, with ends of adjacent bales tightly abutting one
another and the bindings oriented around the sides rather than
along the tops and bottoms of the bales (to avoid premature
rottinq of the bindings).
Staking Hay Bales: Anchor each bale with at least 2 stakes, driving
the first stake in each bale toward the previously laid bale to
force the bales together. Stakes must be driven a minimum of
18 inches into the ground. Fill any gaps between the bales with
hay or straw to prevent water from escaping between the bales.
Backfill & Tamped: Backfill the bales with the excavated trench
material to a minimum depth of 4 inches on the uphill side of
the bales. Tamp by hand or machine and compact the soil.
Loose hay or straw scattered over the disturbed area
immediately uphill from the hay bale barrier tends to increase
barrier efficiency.
MAINTENANCE
Inspect the hay bale barrier at least once a week and within 24
hours of the end of a storm with a rainfall amount of 0.5
inches or greater to determine maintenance needs. For dewater
operations, inspect frequently before, during and after pumping
operations.
Remove the sediment deposits or install a secondary barrier
upslope from the existing barrier when sediment deposits reach
approximately one half the height of the barrier.
Replace or repair the barrier within 24 hours of observed failure.
Failure of the barrier has occurred when sediment fails to be
retained by the barrier because:
(a) the barrier has been overtopped, undercut or bypassed
by runoff water,
(b) the barrier has been moved out of position, or
(c) the hay bales have deteriorated or been damaged.
Maintain the hay bale barrier until the contributing area is
stabilized.
After the upslope areas have been permanently stabilized, pull
the stakes out of the hay bales. Unless otherwise required, no
removal or regrading of accumulated sediment is necessary.
The hay bales may then be left in place or broken up for
ground cover.
TEMPORARY SEEDING (TS)
SPECIFICATIONS
Site Preparation
Install needed erosion control measures such as diversions,
grade stabilization structures, sedimentation basins and grassed
w"lU%%lreTIU«rwaJ il .,vluulYIll1 11Ic upvlvvcu IV1.
Grade according to plans and allow for the use of appropriate
equipment for seedbed preparation, seeding, mulch application
and mulch anchoring.
Seedbed Preparation
Loosen the soil to a depth of 3-4 inches with a slightly
roughened surface. If the area has been recently loosened or
disturbed, no further roughening is required. Soil preparation
can be accomplished by tracking with a bulldozer, discing
harrowing, raking or dragging with a section of chain link fence.
Apply ground limestone and fertilizer according to soil test
recommendations (such as those offered by the University of
Connecticut Soil Testing Laboratory or other reliable source).
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.
Seeding
Apply seed uniformly by hand, cyclone seeder, drill, cultipacker
type seeder or hydroseeder at a minimum rate for the selected
seed identified in Figure TS-2 in the Connecticut Guidelines For
Soil Erosion and Sediment Control latest edition. Increase
seeding rates by 10% when hydroseeding.
Mulching
See guidelines in the Mulch For Seed measures.
MAINTENANCE
Inspect temporary seeding area at least once a week and within
24 hours of the end of a storm with a rainfall amount of 0.5
inch or greater for seed and mulch movement and rill erosion.
Where seed has been moved or where soil erosion has occurred,
determine the cause of the failure and repair as needed.
TEMPORARY SOIL PROTECTION (TSP)
SPECIFICATIONS
Materials
Mulcheswithin this specification include, but are not limited to:
1. Hay: The dried stems and leafy parts of plants cut and
harvested, such as alfalfa, clovers, other forage legumes and the
finer stemmed, leafy grasses. The average stem length should
not be less than 4 inches. Hay that can be windblown should
be anchored to hold it in place.
2. Straw: Cut and dried stems of herbaceous plants, such as
wheat, barley, cereal rye, or brome. The average stem length
should not be less than 4 inches. Straw that can be windblown
should be anchored to hold it in place.
3. Wood Chips: Chipped wood material from logs, stumps, brush or
trimmings including bark, stems and leaves having a general
maximum size of 0.5 inch by 2 inches and free of excessively
fine or long stringy particles as well as stones, soil and other
debris. No anchoring is required. If seeding is performed where
wood chips have been previously applied, prior to the seeding
the wood chips should be removed or tilled into the ground and
additional nitrogen applied. Nitrogen application rate is
determined by soil test at time of seeding.
4. Bark Chips, Shredded Bark: Tree bark shredded as a by product
of timber processing having a general maximum size of 4 inches
and free of excessively fine or long stringy particles as well as
stone and other debris. Material use is the same as wood
chips.
If subsequent seeding is performed where cellulose dense
mulches (e.g. leaves, excelsior, woodchips, barkchips) have been
applied, then prior to seeding either remove the mulch or till it
into the ground with the application of nitrogen.
Cellulose fiber is not recommended for use, except as a tackifier
for other mulch materials.
Tackifiers within this specification include, but are not limited to:
Water soluble materials that cause mulch particles to adhere to
one another, generally consisting of either a natural vegetable
gum blended with gelling and hardening agents or a blend of
hydrophilic polymers, resins, viscosifiers, sticking aids and gums.
Emulsified asphalts are specifically prohibited for use as tackifiers due to
their potential for causing water pollution following its application.
Nettings within this specification include, but are not limited to:
Prefabricated openwork fabrics made of cellulose cords, ropes,
threads, or biodegradable synthetic material that is woven,
knotted or molded in such a manner that it holds mulch in
place until temporary soil protection is no longer needed.
Site Preparation
Prior to mulching, complete the required grading and install
and/or repair other sediment control measures needed to
control water movement within the area to be mulched.
Application
Spreading: Spread mulch material uniformly by hand or machine
resulting in 100% coverage of the disturbed soil.
When spreading hay mulch by hand, divide the area to be
mulched into approximately 1,000 square feet and place 2 to 3
bales of hay in each section to facilitate uniform distribution.
(Hay/Straw 2-3 tons/acre)
When spreading woodchips on slopes, it is particularly important
not to spread the chips too thick. Excessive application tend to
slip or slump when saturated. (Wood Chips/Shredded Bark 6 cu.
yds./1,000 s.f.)
Anchoring: Apply tackifiers and/or netting either with the mulch
or immediately following mulch application. Expect the need for
tackifiers or netting along the shoulders of actively traveled
roads, hill tops and long open slopes not protected by wind
breaks.
When using netting the most critical aspect is to ensure that
the netting maintains substantial contact with the mulch and
the mulch, in turn, maintains continuous contact with the soil
surface. Without such contact, the material is useless and
erosion can be expected to occur. Install in accordance with
manufacturer's recommendations.
MAINTENANCE
Inspect temporary soil protection area at least once a week and
within 24 hours of the end of a storm with a rainfall amount of
0.5 inch or greater for mulch movement and rill erosion.
VYnere soil protection fails below 1 VU%, reapply soil protection
within 48 hours. Determine the cause of the failure. If mulch
failure was the result of wind consider applying a tackifier or
netting. If mulch failure was caused by concentrating water,
install additional measures to control water and sediment
movement, repair erosion damage, reapply mulch with anchoring.
DUST CONTROL (DC)
SPECIFICATIONS
Mechanical Sweeping
Use mechanical sweeping on paved areas where dust and fine
matarinlg ncrliml�lrlta ns n recl�lt of tnirk trnffir� nnvement Snw
cutting spillage, and wind or water deposition from adjacent
disturbed areas. Sweep daily in heavily traveled areas.
Water
Periodically moisten exposed soil surfaces on unpaved travelways
to keep the travelway damp.
Non Asphaltic Soil Tackifier
Non -asphaltic soil tackifier consists of an emulsified liquid soil
stabilizer of organic, inorganic or mineral origin, including, but
not limited to the following: modified resins, calcium chloride,
complex surfactant copolymers or high grade latex acrylics. The
solutions shall be non -asphaltic, non toxic to human, animal
and plant life, non corrosive and nonflammable. Materials used
shall meet local, state and federal guidelines for intended use.
All materials are to be applied according to the manufacturer's
recommendations and all safety guidelines shall be followed in
storing, handling and applying materials.
MAINTENANCE
Repeat application of dust control measures when fugitive dust
becomes evident.
MULCH FOR SEED (MS)
SPECIFICATIONS
Materials
Types of Mulches within this specification include, but are not
limited to:
1. Hay: The dried stems and leafy parts of plants cut and
harvested, such as alfalfa, clovers, other forage legumes and the
finer stemmed, leafy grasses. The average stem length should
not be less than 4 inches. Hay that can be windblown should
be anchored to hold it in place.
2. Straw: Cut and dried stems of herbaceous plants, such as
wheat, barley, cereal rye, or brome. The average stem length
should not be less than 4 inches. Straw that can be windblown
should be anchored to hold it in place.
3. Cellulose Fiber: Fiber origin is either virgin wood,
post-industrial/pre-consumer wood or post consumer wood
complying with materials specification (collectively referred to as
"wood fiber"), newspaper, kraft paper, cardboard (collectively
referred to as "paper fiber") or a combination of wood and
paper fiber. Paper fiber, in particular, shall not contain boron,
which inhibits seed germination. The cellulose fiber must be
manufactured in such a manner that after the: addition to and
agitation in slurry tanks with water, the fibers in the slurry
become uniformly suspended to form a homogeneous product.
Subsequent to hydraulic spraying on the ground, the mulch shall
allow for the absorption and percolation of moisture and shall
not form a tough crust such that it interferes with seed
germination or growth. Generally applied with tackifier and
fertilizer. Refer to manufacturer's specifications for application
rates needed to attain 80%-95% coverage without interfering
with seed germination or plant growth. Not recommended as a
mulch for use when seeding occurs outside of the recommended
seeding dates.
Tackifiers within this specification include, but are not limited to:
Water soluble materials that cause mulch particles to adhere to
one another, generally consisting of either a natural vegetable
gum blended with gelling and hardening agents or a blend of
hydrophilic polymers, resins, viscosifiers, sticking aids and gums.
Good for areas intended to be mowed. Cellulose fiber mulch
may be applied as a tackifier to other mulches, provided the
application is sufficient to cause the other mulches to adhere to
one another. Emulsified asphalts are specifically prohibited for use as
tackifiers due to their potential for causing water pollution following its
application.
Nettings within this specification include, but are not limited to:
Prefabricated openwork fabrics made of cellulose cords, ropes,
threads, or biodegradable synthetic material that is woven,
knotted or molded in such a manner that it holds mulch in
place until vegetation growth is sufficient to stabilize the soil.
Generally used in areas where no mowing is planned.
Site Preparation
Grade according to plans and allow for the use of appropriate
equipment for seedbed preparation, seeding, mulch application
and mulch anchoring.
Application
Timing: Applied immediately following seeding. Some cellulose
fiber may be applied with seed to assist in marking where seed
has been sprayed, but expect to apply a second application of
cellulose fiber to meet the requirements of Mulch For Seed in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
Spreading: Mulch material shall be spread uniformly by hand or
machine resulting in 80%-95% coverage of the: disturbed soil
when seeding within the recommended seeding dates.
Applications that are uneven can result in excessive mulch
smothering the germinating seeds. For hay or straw anticipate
an application rate of 2 tons per acre. For cellulose fiber follow
manufacture's recommended application rates to provided 80
%-95% coverage.
When seeding outside the recommended seeding dates, increase
mulch application rate to provide between 95% 100% coverage
of the disturbed soil. For hay or straw anticipate an application
rate to 2.5 to 3 tons per acre.
When spreading hay mulch by hand, divide the area to be
mulched into approximately 1,000 square feet and place 1.5-2
bales of hay in each section to facilitate uniform distribution.
For cellulose fiber mulch, expect several spray passes to attain
adequate coverage, to eliminate shadowing, and to avoid
slippage.
Anchoring: Expect the need for mulch anchoring along the
shoulders of actively traveled roads, hill tops and long open
slopes not protected by wind breaks.
When using netting, the most critical aspect is to ensure that
the netting maintains substantial contact with the underlying
mulch and the mulch, in turn, maintains continuos contact with
the soil surface. Without such contact, the material is useless
and erosion can be expected to occur.
MAINTENANCE
Inspect mulch for seed area at least once a week and within 24
hours of the end of a storm with a rainfall arnount of 0.5 inch
or greater until the grass has germinated to determine
maintenance needs.
Where mulch has been moved or where soil erosion has
occurred, determine the cause of the failure and repair as
needed.
PERMANENT SEEDING (PS)
SPECIFICATIONS
Time Of Year
Seeding dates in Connecticut are normally April 1 through June
15 and August 15 through October 1. Spring seedings give the
best results and spring seedings of all mixes with legumes is
recommended. There are two exceptions to the above dates.
The first exception is when seedings will be made in the areas
of Connecticut known as the Coastal Slope and the Connecticut
River Valley. The Coastal Slope includes the coastal towns of
New London, Middlesex, New Haven, and Fairfield counties. In
these areas, with the exception of crown vetch (when crown
vetch is seeded in late summer, at least 35% of the seed
should be hard seed (unscarified), the final fall seeding dates
can be extended and additional 15 days. The second exception
is frost crack or dormant seeding, the seed is applied during
the time of year when no germination can be expected, normally
November through February. Germination will take place when
weather conditions improve, mulching is extremely important to
protect the seed from wind and surface erosion and to provide
erosion protection until the seeding becomes established.
Site Preparation
Grade in accordance with the Land Grading measure which is in
the Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition.
Install all necessary surface water controls.
For areas to be mowed remove all surface stones 2 inches or
larger. Remove all other debris such as wire, cable tree roots,
pieces of concrete, clods, lumps, or other unsuitable material.
Seed Selection and Quantity
Select a seed mixture appropriate to the intended use and soil
conditions from Figure PS-2 and Figure PS-3 in the
C nnnarticl It C;I Iiriplinps Fnr Soil Frnsinn and SPriirrzent Cnntml
_-....-.,...._. __.__....__ -• _-.. _. _-.-.. _.._---...._.._ --.._. _.
latest edition or use mixture recommended by the NRCS.
Seedbed Preparation
Apply topsoil, if necessary, in accordance with the Topsoiling
measure which is in the Connecticut Guidelines For Soil Erosion
and Sediment Control latest edition.
Apply ground limestone and fertilizer according to soil test
recommendations (such as those offered by the University of
Connecticut Soil Testing Laboratory or other reliable source).
Where 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 and limestone at 4 tons per acre or
200 pounds per 1,000 square feet.
Work lime and fertilizer into the soil to a depth of 3 to 4
inches with a disc or other suitable equipment.
Inspect seedbed just before seeding. If the soil is compacted,
crusted or hardened, scarify the area prior to seeding.
Seed Application
Apply selected seed at rates provided in Figure PS-3 (in the
Connecticut Guidelines For Soil Erosion and Sediment Control
latest edition) uniformly by hand, cyclone seeder, drill,
cultipacker type seeder or hydroseeder (slurry including seed,
fertilizer). Normal seeding depth is from 0.25 to 0.5 inch.
Increase seeding rates by 10% when hydroseeding or frost crack
seeding. Seed warm season grasses during the spring period
only.
Mulching
See guidelines in the Mulch For Seed measures.
MAINTENANCE
Inspect temporary soil protection area at least once a week and
within 24 hours of the end of a storm with a rainfall amount of
0.5 inch or greater during the first growing season.
Where seed has been moved or where soil erosion has occurred,
determine the cause of the failure and repair as needed.
SOIL ERSOION & SEDIMENT CONTROL NOTES
1. All soil erosion and sediment control work shall be done in strict
accordance with the Connecticut Guidelines For Soil Erosion and Sediment
Control latest edition.
2. Any additional erosion/sediment control deemed necessary by town
staff during construction, shall be installed by the developer. In addition,
1_ _ I I _ 1 LI_ _ /.__ , t /_
the developer shall be respon3iDle Tor the repair/replacement and/or
maintenance of all erosion control measures until all disturbed areas are
stabilized to the satisfaction of the town staff.
3. The contractor shall notify the town engineer at the beginning and
the end of each step of the construction procedure and shall not
proceed with the next step until the town engineer has inspected the
work.
4. 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 and/or
area is stabilized.
5. All entrances to the project site are to be protected by construction
entrance (CE) pads, conforming to the Connecticut Guidelines For Erosion
and Sediment Control latest edition. Stone shall conform to Ct. D.O.T.
Fnrm R14A� Integt erlitrnn� U 01 n1 Wn 4 gtnne Thn f(`,.F rnnrl ig to he
maintained at all times during the construction period.
6. 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 all area of soil as possible fVl Us JIIVI l U 1il I uo pVJQluly.
7. All fill areas shall be compacted sufficiently for their intended purpose
and as required to reduce slipping, erosion or excess saturation.
Fill intended to support buildings, structures, conduits, etc., shall be
compacted in accordance with local requirements or codes.
8. 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 hay bale barrier or geotextile silt fence. The stockpiled topsoil shall
be temporarily seeded if it is to remain more than 30 days.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.
9. There is to be no stockpiling of soil within a ten foot limit of
adjoining properties. Any and all fill material is to be free of brush,
rubbish, timber, logs vegetative matter and stumps in amounts that will v%%
be detrimental to constructing stable fills. Maximum side slopes of0&
exposed surfaces of earth to be 3:1 or as otherwise specified by localm qV
authorities. wj
CHECKLIST FOR EROSION CONTROL PLAN
PROJECT: Lot 6 & 7 Sandra Drive
LOCATION: South Windsor, CT
PROJECT DESCRIPTION: Construction of a 20,400 sf warehouse building with associated parking and utilities.
PARCEL AREA: 3.57 acres
RESPONSIBLE PERSONNEL: Andre' Charbonneau, 528-7551
EROSION AND SEDIMENT CONTROL PLAN PREPARER: J.R. Russo & Associates
CHECKLIST:
Work Description
Erosion & Sediment
Control Measures
Location
Date Installed
Initials
Date Removed
Initials
Install haybales and
As shown on
silt fence.
plan.
Install siltation
As shown on
barriers at CBs.
plan.
Install construction
As shown on
exit pad.
plan.
MAINTENANCE OF MEASURES:
Location Description or Number Date Initials
Project Dates:
Date of groundbrealang for project:
Date of final stabilization:
NARRATIVE
This project is located on the west side of Sandra Drive south of the intersection with Kimberly
Drive in South Windsor, Connecticut. The proposed activity is the construction of a warehouse
building with associated parking and utilities. The project also includes repairs at an existing
storm drain outfall on the southern portion of the property.
The suggested schedule of construction is as follows:
1. Install perimeter sedimentation barriers and silt barriers at catch basins.
2. Install construction exit pad.
3. Clear and grub.
4. Strip stockpile topsoil and stockpile sufficient quantities for landscaping and lawn areas.
Ring stockpiles with silt fence (CST) and stabilize with temporary vegetative cover (TS).
5. Import required fill, compact and rough grade site.
6. Excavate and install building foundation. Begin construction of building.
7. Install drainage and utilities as shown on the plans, including improvements to existing
stormwater outfall.
8. Complete grading of pavement areas, pave binder course. Install curbing.
9. Fine grade remaining disturbed areas and establish vegetation. Plant landscaping
vegetation, mulch and fertilize.
10. Pave surface course of pavement, apply line striping and install signage.
11. Remove silt fence after permanent vegetation has been established.
Construction of this site is anticipated to begin after the approval of these plans.
The contractor shall keep the area of disturbance to a minimum and establish exposed soils as
soon as practical. 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.
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 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.
All fill areas shall be compacted sufficiently for their intended purpose and as required to reduce
slipping, erosion or excess saturation. Fill intended to support buildings, structures, conduits, etc, shall
be compacted in accordance with local requirements or codes.
All entrances to the project site are to be protected by stone tracking pads of ASTM C-33, size no. 2
or 3, or Ct. D.O.T. 2" crushed gravel. The stone tracking pad is to be main- tained at all times during
the construction period.
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 Sediment Barrier. The stockpiled topsoil shall be temporarily seeded if it is to remain more
than 30 days. 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.
There is to be no stockpiling of soil within a ten foot limit of adjoining properties_. Any and all fill
Iilal.cll�l IS I.V livu VI uluorl, luvvioll, uIlluvil IV1JQ1 veY�,LUUVC IIIULLUf urfU slurrlps In arnounts that Will De
detrimental to constructing stable fills. Maximum side slopes of exposed surfaces of earth to be 3:1 or
as otherwise specified by local authorities.
2 9-18-02 TAC I JRR I P&Z & WETLANDS CONDITIONS OF APPROVAL, ADD PLOT PLAN
1 7-18-02 TAC JRR ENVIRONMENTAL PLANNER & ENGINEER'S COMMENTS
NO I DATE I BY APPR. REVISIONS
Erosion & Sediment Control Notes
Lot 6 & 7
4,4Sandra Drive
Cni 1'I k ` tr-t,4,_,^r t�rlYtr%,n^4-i,,r ,'i'
VVu1 L1 1 TV If 1%,A%J%.JI , %.IVI 11 IGV 1.I%.-U l
Owner/Developer
Andre L. & Andre K.
har b Conne au
125 Edwin Road
South Windsor, Connecticut
528- 7551
J.R. RUSSO ASSOCIATES
{fi-
r S Land Surveyors & Professional Engineers
8..
�.
Y-y.- 1 SHOHAM ROAD
EAST WiNDSOR, CONNECTICUT 06088
1.
(860) 623-0569
FAX: (860) 623-2485
BY SCALE DATE SHEET CHECKED NO.
TAC/LF AS SHOWN 6-19-02 5 of 7 JRR 200,2-02a
1. EXCAVATE A TRENCH STRAW BALE
4" DEEP & THE WIDTH
OF A STRAW BALE, STAKE--,,,
G
TRENCH
1--j{i:.l `•: ��t_ji�� li� j�i.i:.�ii
PACKED
F',1V
STRAW
/
3. WEDGE LOOSE STRAW
PLAN
BETWEEN BALES TO CREATE
A CONTINUOUS BARRIER.
r,
COMPACTED
IA
2. PLACE & STAKE STRAW
BALES, TWO STAKES PER
BALE.
4. BACKFILL & COMPACT THE
EXCAVATED SOIL AS SHOWN
"J Tug UPHILL SIDE OF THE
TO PREVENT PIPING.
ROUND
END VIEW SIDE VIEW
NOTE: HAYBALES TO BE EMBEDDED 4" IN EXISTING GROUND
BUTTED END TO END/STAKED SECURELY.
S TAKED HA YBALE SEDIMENTATION BARRIER
NOT TO SCALE
Q �r-t�FS'•t.t•
Stone On Filte
Fabric
Marafi 140(N)
4" Thick Min.
ANTI -TRACKING EXIT PAD DETAIL (CE)
SUBGI
NOT TO SCALE
am*
REMOVE CS GRATE. PLACE
FILTER FABRIC REPLACE GRATE
TAKING CARE NOT TO DAMAGE
FILTER FABRIC, ANCHOR W/STONE
OR EARTH PILE.
STONE
_E
FI L TER_ FABRIC SILT BARRIER AT CATCH BA SI N
NOT TO SCALE
GENERAL NOTE REGARDING DETAILS:
ALL MATERIALS SHALL (;UN1-ORM T O
CT DOT FORM 814, LATEST EDITION,
UNLESS OTHERWISE NOTED.
ANGLE 10' UPSLOPE
FILTER FOR STABILITY AND
FABRIC SELF CLEANING.
FLOW COMPACTED
100' BACKFILL -
BACKFILL THE TRENCH
AND COMPACT THE
EXCAVATED SOIL.
BOTTOM OF
DRAINAGEWAY
I I
LLL LLL
0p LLLLLMLLLEB BA LLLLLLLLLLL LLLLLLL A
Li. 1 LLLLLLLLLLLLLLLLLLLLLL LL
I I
LLLLLLL
POINTS "A" SHOULD BE
HIGHER THAN POINT "B"
I I
I L
ELEVATION
PLAN VIEW
SOURCE: U.S. DEPARTMENT OF AGRICULTURE, SOIL CONSERVATION SERVICE, STORRS, CONNECTICUT
SEDIMENTATION BARRIER (SIL T FENCE) DETAIL
INLET, See notes 8, 9
A
11"
NOT TO SCALE
10'-0"
Sealant
Aluminum angle flange
with neoprene gasket
Wei_ r
t /
Sealant Baffle Wall'
�A
PLAN VIEW B - B
6" Concrete Typ
OUTLET,
See note 9
f: 4' 0"
-Flow Control Wall
Rim elevations to
match finished grade
Cuncicte
ic reiniuiccu
for HS20-44 loading ADJUST TO GRADE W/
COURSES OF CONC. BRICK OR
' GRADE RINGS
FB
Top and sides B
sealed to vault
Butyl rubber Weir Weir
sealant and
Orifice
Plates
7' IO" O OrrficeINLET Invea OUTLET Invert
4' 44'
4
o0p0 � oq o0 O ogo0 O oCi'o0 O ogc0 O opu0 O o000 O
SECTION A - A
Minimum 6" compacted gravel
-T
NOTES:
1. Stormwater Treatment System (SWTS) shall have: 5. SWTS inverts in and out shall be at the some elevation
Peak treatment capacity: 2.8 cfs 6. SWTS shall not be compromised by effects of downstream tailwater
Sediment storage: 1.25 cu yd 7. SWTS shall have no internal components that obstruct maintenance access
Sediment chamber dia: 4' min 8. Inlet pipe must be perpendicular to the structure
2. SWTS shall be contained in one rectangular structure 9. Pipe orientation may vary; see site plan for size and location
3. SWTS shall remove 80% of annual TSS loading 10. Purchaser shall not be responsible for assembly of unit
4. SWTS shall retain flootables and trapped sediment up to and 11. Manhole frames and perforated covers supplied with system, not installed
including peak treatment capacity 12. Purchaser to prepare excavation and provide lifting equipment
13. Contact Vortechnics 0 (207) 878-3662 Ext. 123 for ordering information
IMPTFr�I Mnl)Fl lonnn
V V1 ( L v1 1 1 1VLLL. f..VVV
NOT TO SCALE
DEPTH TO INVERT
I.D.+2'
12"
12"MIN.
RAI 12"
I I
7�o
D,. ri
) 1§ �"
PROPOSED GRADE
n AITt•['A!T CC/N77,nA/ /10
c" rrt vcmcry a, rwiv L ri
LANDSCAPING (SEE PLANS)
APPROVED BACKFILL PLACED AND
COMPACTED IN 12" LAYERS
(OR AS 07HERKISE APPROVED)
NO STONE LARGER 7HAN 3"
WARNING TAPE - MIN. 12"
MAX. 24" ABOVE PIPE
SAND BEDDING PLACED AND
COMPACTED IN 6" LAYERS
MATERIAL SHALL MEET
CT -DOT M2.06-GRADING C
BACKFILL TO SPRINGLINE OF PIPE
W/7H 3/4" CRUSHED STONE (CT -DOT M.02.01)
S T ORM DRA IN TRENCH DE TA IL
NOT TO SCALE
PRE CAST CONCRETE UNIT
ADJUST FRAME ELEVATION
KITH CONC. BLOCKS OR
BRICKS, 6" TO 12"
ALL JOINTS TO BE W
POINTED FLUSH & FULL
PRE CAST CONCRETE OR
CONCRETE MASONRY UNITS
PRE CAST SUMP OR
SLAB (OR EQUAL) 3500 PSI
6" OF 3/4" CRUSHED
STONE
FRONT ELEVATION SIDE ELEVATION
NOTES:
1. MINIMUM COVER OVER TOP OF PIPE SHALL BE V-6".
2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING.
3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR
CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME.
4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS.
5. ALL BRICKS SHALL BE CONCRETE
T YPE "CL " CA TCH BASIN
NOT TO SCALE
w • w w w a • w �� .� �.� Imo. • • •ter A • 1 !� A • • f /�
B/ T UMI NUU,5 (; UNC HL I t L It C,-UH&l NV
NOT TO SCALE
ADJUST TO GRADE WITH COURSES-�
OF BRICKS OR Cv^NC. GRADING RINGS
(MAX. 4 BRICK COURSES) 8"
ALUMINUM STEP
SEE JOINT DETAILS
BELOW
BITUMASTIC
DAMP PROOFING
FOR SANITARY _._I6
23' 3/4" STANDARD FRAME & COVER
CONFORMING TO TOWN SPECIFICATIONS
MANHOLES OUTSIDE OF PAVEMENT
TO HAVE LOCKING COVERS
VARIES 6" TO 12"
2'-2" 8" 4„
12" T)P. 3' OR 4'
CONE SECTION
48" DIA.
BRICK SHELF
SLOPED 1"/FT.
6" _
Min.
CONCRETE OR BRICK
MASONRY SELF-
CLEANING INVERT SECTION
ROUND RUBBER
GASKET JOINT
COLD APPLIED
BITUMINOUS
SEALER
SPIGOT & BELL
REINFORCEMENT
GASKET JOINT ALTERNATE JOINT
N. T. S.
N.T.S.
5"
4"
VARIES
RISER SEC710N(S)
AS REQUIRED
3' OR 4'
BASE SECTION
3/4"
CRUSHED STONE
6" ]HICK
NOTES:
1. TOP STEP TO BE A MAXIMUM OF 24"
BELOW TOP OF MANHOLE FRAME & COVER
ELEVATION.
2. IF TOTAL DEPTH IS TEN FEET OR GREATER,
CERTIFICATION OF H-20 LOAD BEARING
CAPACITY SHALL BE SUBMITTED TO THE
TOWN ENGINEER FOR APPROVAL PRIOR TO
INSTALLATION.
PRECAST REINFORCED CONCRETE MA NH OL E
NOT TO SCALE
1 1/2" BIT. CONCRETE CLASS II (CT -DOT M.04)
1 1/2" BIT. CONCRETE CLASS I (CT -DOT M.04)
�- 4" PROCESSED AGGREGATE BASE (CT -DOT M.05.01)
12" GRANULAR BASE (CT -DOT M.02.03)
COMPACTED SUBGRADE
RETE PAVEMENT SEC Tl ON BITUMINOUS CONC
NOT TO SCALE
^ AC•T IRON
DUTY
ROVIDE 8" ADAPTER
ROM PVC TO CPEP
UTLET PIPE
NSTALL PER
4ANUFACTURER'S
ZECOMMENDATIONS
END CAP
3/4" CRUSHED
STONE
PVC YARD DRAIN DETAIL
N.T.S.
"NEENAH" R-7506 SERIES —
FLOOR BOX FRAME AND LID,
OR EQUAL W/S.S. CAP SCREW
LID CLOSURE
CLASS "B" CONCRETE
BIT. CONCRETE PAVEMENT
CONC
24" SQUARE
13"
.40
11.5"
01
CLEAN—OUTW/
SCREW —IN PLUG
DIRECTION OF FLOW
'T WYE' IN —LINE OR
45' ELBOW AT END OF LINE
6"
N
CD
DEGREE BEND
3/4" BROKEN 77?APROCK
UNDER BEND
SANITARY CLEAN -OUT DETAIL
NOT TO SCALE
Reflective Paint
Irking Space
T YPI CAL HANDI CAP SYMBOL
NOT TO SCALE
FINISHED GRADE
BRICK LEVELING
COURSE (TYP.)
6" DIA.
INLET
SCH.
Varies 80 PVC
1
1�
2" VENT PIPE
8' HIGH MIN.
6" A41n
eYi
STATIC WATER LEVEL
INTERIOR 42" MIN. SS PIPE
PROTECTIVE SUPPORT
COATING I STRAP I-
6" —� 12"
6" DIA. OUTLET
SCH. 80 PVC
EXTERIOR PROTECTIVE
COATING
6" Min.
6" Min.
1 /2" or 3/4"
Crushed Stone
NOTES:
All joints & pipe penetrations to be made watertight with non —shrink waterproof grout.
No structural joints shall be allowed below inlet & outlet elevations.
Provide 24 hour detention time.
Minimum 1000 gallon capacity tank
OIL/WA TER SEPARA TOR DETAIL
NOT TO SCALE
PLAN
3" BIT. CONC. CLASS "A" CONC.
4" PROCESSED STONE BASE 6"x6" #6 WIRE MESH
(CT -DOT M.05.01) IF i
18"
"' 8" COMPACTED
12" GRAVEL BASE
frT_nnT ne n,) nzl
• w,- vv, ,n.v�.va�
SEC TION A A
CONC. DUMPSTER PAD DETAIL
NOT TO SCALE
12'
� I �
18'
HANDICAP PARKING SPACE
NOT TO SCALE
Ct
PLANT SHRUBS 6' O.C.
1' OFF BACK SIDE OF KOIRLOG
(SEE LANDSCAPE PLAN FOR SPECIES)
2"X2"X36" OAK STAKE
2' O.C.
PLACE EXCAVATED MATERIAL -/ A
12" KOIRLOG
BEHIND KOIRLOG AND TAMP t 4� - �- �___�_ BY NEDIA ENTERPRISES OR EQUAL
1, SECURED TO STAKES W/ TWINE
HAND EXCAVATED TRENCH
EXIST. STREAM 1' BACK FROM EXIST. BANK AND
BOTTOM 4" BELOW STREAM BOTTOM
N
SLEEVES
ENCE
'RIVACY SLATS
PAVEMENT
STREAM BANK STABILIZATION
NOT TO SCALE
A
O.D.
1' PIPE 1'
TYPICAL SECTION
APPROVED GRANULAR NON —
ORGANIC BACKFILL MATERIAL
PLACED AND COMPACTED IN
ONE FOOT (1') (MAX.) LIFTS.
WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
16-345, AS AMENDED, PLACED
12" (MIN.) TO 24" (MAX.) ABOVE
TOP OF PIPE.
CULVERT END
1I MIN
PIPE, AS SPECIFIED �— ~} ^
4� s
SAND BLANKET
3/4" BROKEN TRAPROCK A°
< G /
6" MIN. `<
A1
J
PLAN VIEW
END WALL
EXTEND RIPRAP ADDITIONAL 3'
UP THE SLOPE OPPOSITE
OF OUTLET PIPE
3 3
1 a nc1 �il'
1.5' INTERMEDIATE
RIPRAP
NONWOVEN FILTER FABRIC 6" GRANULAR FILL
MIRAFI 140N OR EQUAL
SECTION A- A
PREFORMED SCOUR HOLE
SAND BLANKET
-FILTER FABRIC
(SEE NOTE)
PIPE, AS SPECIFIED
•3/4" BROKEN TRAPROCK
O.D.
1' PIPE 1'
PIPE - IN GROUND WATER
NOTE:
1. INSTALL CLAY STOPS WHERE NECESSARY.
2. FILTER FABRIC SHALL BE NONWOVEN CLASS 2,
WITH PERMITTIVITY OF 0.5 TO 0.1 SEC-1 AND
ADS OF 0.43 mm TO 0.22 mm AND SHALL MEET
AASHTO M288-96.
T YP/ CAL SAN/ TAR Y SEWER TRENCH SECTION
NOT TO SCALE
---12'----I
o �
,1
Q 4Ei HANDICAPPED 21"
r > PARKING
CO (L STATE PERMIT
REQUIRED
VIOLATORS
SUBJECT TO
PENALTY
White
4"x4" Steel Tube with Welded Top
Cap Anchored 24" in Solid Concrete
TYPICAL HANDICAP SIGN
NOT TO SCALE
NOT TO SCALE
GENERAL NOTE REGARDING DETAILS
I► ALL IVIJ"%I IALS SHALL COIF-vR,Yi T v II
CT DOT FORM 814, LATEST EDITION,
UNLESS OTHERWISE NOTED.
Il II