HomeMy WebLinkAbout05-42P_BIRCH MOUNTAIN EARTHWORKS SITE PLAN-SPECIAL PERMIT_KIMBERLY DRIVEi
ii
esign
rofessionals, inc.
11 civil engineers • planners • surveyors
landscape architects • gig • gps
165 "- "th Satellite Road
youth Windsor, CT 06074
998 Farmington Avenue
West Hartford, CT 06107
(860) 291-8755 FAX (860) 291-8757
www.designprofessionaisinc.com
NOTMt
THESE DRMIW,9 ARE
ONALS, IW,, AND HAVE BEEN
PREPARED FI �� ��APPL.IGANT FOESICN R THIS PPROX T THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS MITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR,
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-3008-20 OF THE
CONNECTIOCUT" ASCATE ENDORSEDU BY AGENCIESTTHE CONNEC71CUT ASSOCIATION OF LAND SURVEYORS A NPS C! THIS STATE
WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE BEST OF M -ff Aft BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
PLAN/8FEC--,1AL PERM�T
OWNER: APPLICANT:
MACK PROPERTIES, LLC BIRCH MOUNTAIN EARTHWORKS, LLC
1265 JOHN FITCH BOULEVARD 1265 JOHN FITCH BOULEVARD
SOUTH WINDSOR, CT 06074 SOUTH WINDSOR, CT 06074
TEL: (860) 289-1656 TEL: (860) 289-1656
FAX: (860) 289-7316 FAX: (860) 289-7316
���� WIND50R
KWIING pEPT.
1
2
FINAL PLANS 3
TOWN OF SOUTH WINDSOR 4
AUTHORIZED SIGNATURE
5
DATE: Y-)6
Ll
Al
Zonfag Data Block
ZONE: I (INDUSTRIAL)
ITEM REQUIRED/ALLOWED PROVIDED
Lot Area
20,000- S.F.
264,210 S.F.
Lot Width
100 ft.
915.56'
Lot Depth
150 ft.
161.2'
Building Height
2 stories/40 ft.
<40'
Lot Coverage
50%
2.65%
Impervious Coverage
65%
33.0%
Front Yard
35 ft.
46.5'
Rear Yard
25 ft.
N/A
Side Yard
10 ft.
29.3'
PARKING REQUIREMENTS: RETAIL 1/200 S.F. 1,200 S.F. = 6 SPACES
BUSINESS OFFICE 4.5/1,000 S.F. 600 S.F. = 3 SPACES
WAREHOUSE 1/1250 S.F. + 1 EMPLOYEE 4,200 S.F. = 4 SPACES
TOTAL: 6,000 S.F. = 13 SPACES REQUIRED
2 ADDITIONAL SPACES
15 SPACES PROVIDED
* POSSIBLE FUTURE USE OF 2ND FLOOR OVER RETAIL/BUSINESS 1/1,250 S.F.
PORTION OF BUILDING FOR WAREHOUSE 1,800 S.F. TOTAL = 2 ADDITIONAL SPACES
NIF 500' ABUTTER UST
MAP LOT
MAILING ADDRESS
OWNER
96
12
PO BOX 8000
R L R INVESTMENTS, LLC
W11MIN07-ON, OH 45177
58
10 ABBE ROAD
CHARSONNEAV, ANDRE L. & ANDRE K.
59
55 SANDRA DRIVE
CHARBONNEAU, ANDRE K.
60
10 ABBE ROAD
CHARBONNEAU, ANDRE L.
61
10 ABBE ROAD
CHARSONN£AU, ANDRE L.
63
PO BOX 415
SOUTH WINDSOR LAND CONSERVATION TRUST INC.
EAST WINDSOR HILL, Cr 06028
97
i
2
1505 JOHN FITCH BOULEVARD
1519 JOHN F17CH
SZABO, PAUL
j
BOULEVARD
ACK LLC
4
PO BOX 53
COUNTY D1STRI8UT0R5 INC.
5
157 MOODY ROAD
Z£YTOON✓IAN, FREDRICK N.
ENFI£LD, CT 06082
7
1440 JOHN FITCH BOULEVARD
K & F BRICK COMPANY INC.
f0
220 STRONG ROAD
CMS VENTURES LLC
11
1395 JOHN FITCH BOULEVARD
1395 JOHN FITCH BLVD. LLC
f3
PO BOX 16f
TREGLIA, LOUIS
14
308 SANDSTONE DRIVE
MOSHER, RALPH
15
PO BOX 958
K & B REALTY, LLC
MANCHESTER, Cr 06040
I
f6
1265 JOHN FITCH BOULEVARD
MACK PROPERTIES, LLC
17
1265 JOHN FITCH BOULEVARD
MACK PROPERTIES, LLC
18
1265 JOHN FITCH BOULEVARD
MACK PROPERTIES, LLC
19
26 SEA PAVE ROAD
DTE PROPERTIES, LLC
20
10 A88E ROAD
CHARBONNEAU, ANDRE L. & ANDRE K.
108
19
125 EDWIN ROAD
CHARBONNFAU, ANDRE L, & ANDRE K.
36
10 ABBE ROAD
CHARBONNEAU, ANDRE L. & ANDRE K.
37
14 SANDRA DRIVE
ZYLB£RMAN, DAVID
38
80 KIMSERLY DRIVE
LINSOB, LLC
109
13
1535 JOHN FITCH BOULEVARD
MELL£N, RICHARD B. & KELf_Y T
14
7 FITCH MEADOW LANE
MEUNOSKY, DAVID T,
SHEET IuDrEx
COVER SH EETN KEY MAP/LO A T I ON PLAN J
EXISTING CONDITIONS/PROPERTY SURVEY
PLOT PLAN
TOPOGRAPHIC PLAN
SEDIMENTATION & EROSION CONTROL PLAN
DETAILS
LANDSCAPE PLAN 1FMV.8_?
EXTERIOR BUILDING ELEVATIONS PATr=: 6-13-05
SHEET 1
G: /J055/2140/2140-1.DWG
ON
S66'48'16"E
25.00'
o u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
INSTALL PAVED APRON
LTF:71.25
_ CLP 620 '�ECB
'` IF:68.70
HYD CLP 5
�� �' •.. �^ �7�. � ~ "� Z-- W...� "" •+. - WLfi 10" PI
`� • n / S= .6a7_ :4VC SAN S=1.0%
` \ ` `TE -'7"+r. "�+ TF 68.51 r+-y ` ...,. �` +.. ,�,,, „� S �'"�-_ ` �► .,w.
LIGHT 3e POWER COMPANY r
` M .. G �1•• ESMH i ` . W �. !
` 21 ` +•,; .�� .., ,� TF: 68.33 �� �. �' �► \ \r\ r
_ ••. „� FL: 59.73LIZ
�► ECfC r
. ` ` 7� c-= �. °' •• - �- i i 4-1.29'53` r r \
---- - - - - -- -
_ ECB JY
1 .� T t5.1' '`► ` _ �� Ir r TF:65.45 \
'\ 3S' F,Y �~ ---- a ---_ 10' EASEMENT IN _ ` _ _ _ _ ` \ ,-� 71 12- . .. ` _ .` , r FI FAVOR OF CLdcP��'` 7`pv T
` I `10, '----....� - . • i ` M o �` 1 .` `� `i ESMH ♦„ TRA
,/
FAVOR CONINE�'11CUT `` J u�i N '� lS FL�S6 9T
►> 0 i5 ' y - ' - - - 1 LIGHT do POWE$ COMPANY ' \ ♦ `CLP 3 H
/^ `------- ' _- ------ ECB\,_ - 1
`r +"� ` ` ` ♦ ♦ ��
MON WELL L-20 FL: 52.1 2(36"1 T} \ v� r ! _ ` ♦ �` \`
•�n'� jjjjjj \\ � ` _'j4- '- - - .. -- ' G"+8000'00` � L- .94 1.55 52.42(36'IN)
y _ - R 50.00 gi1:45(18"IN) r r ♦ \ ` �C \
V) " - - - ' L 28.87 - �`' �+• 8.36(18"IN) \ \ ` i \ ♦ \
LOT �` ` _ - � � � _ _. _ � � / � \ j S• F� 1 r ! � � \ � \ \ \ \
4 _ ` ` _ r ' , qON� ... s\\ \ R-1,158.12 \ �� ♦ \ ♦ tY
" - - - -�! rr J T-20.38
0 29 t \ \ ♦ ` \ `�\ \WQ�R
I �„" J// / < �`% %7Y c _ r ` t \ ♦ "�� CLP 2100,
68
A $mil ` \`��..10.\ o
wF 31 S7• .5n- \ r \Fq F4 \ s ec
4e" -�. ��� \ 0' DRRINA6 EASEMENT ` �b/� f \ \\ j` \ \ o
PIPE / I / - "'� J��j ! Ik VOR OP THE TOWA ` \ \ T / \ ,/ \ \ \
,42
\ E i // ,/ 30' D IVEktAX EASEMENT ,' s ♦ `OE SO T�WI4161M2 ON t \ �`�AN G ♦I �J \ \ \ pfa
OF U WINDS IN FTOWN to` ,WF
\ r ` ` \ \ a
�R / 1 ' \� j T _ \ a SPEED LIMIT a<n
` i t t i\ `\` \ 1 Y SIGN T yy \ STREET
/,2 WF 44 / - \�. ' `` ` 1 i t ECB SIGN
f ♦ WF 4 \
WF 3 t , / J� `NF 35 ` \ l J 1 1 ` ` `\ \ \ \ `ti \ \ F TFFL': 67 58�
- - - - - _ t - - - 7\ \ \ ` \ / / ` rl ✓? 1 1 \`� ♦ \ ESMH !EC H� CLP 1 \\ \ (1862UT�
\ n ^ FE 3 RQP / / / / 1 t \ \ i TF:68.98 \ 1 NO OUTLET\ ,
IK
RIP RAP / \\ `� , ' ^ `! t \� \ 1 ` d c� 0/4 : EL:51 54 1 1 / f 1 ® FL:62.78 SIGN `� ,
/ \ I WF \42 / vi fin vi rn / / 1 \`. . \ \ ``-� ' ECB
/ \ 1 MON WELL ` \� \ �o 101 l r r f 1 I LOT AREA \ ` \ \ t -- +• "'�' _
TF: ss.l s
I , „ 0 1 r t ! FL:63.57
S67'11 24 E \ �� "'' 'z , r 1 ( l 1 1 264,210 S.F. ,�5, \ 3 r ED H 1
\ I \ t , t 1 6.06 ACRES F ♦ r `r 94 (5" IN)
10.20 \ \ \ WF 361 11REG1,11 O 'AREA t 1 y \\ - \ �O6\ \ i ♦ r t�r ����
41
KdCB REALTY. LLC \ ff f1 ! i 1 + \ \ iNO RIGHT r� a '
, 1 ! - SIGN ECB /,
WF 63 ` � ` � t t �' ,' WF 40 f � J J ✓� 1 ! � 68.. �: ! TF 67.68
3� 1 1 FL: 57.06(15VVF
")
r b-bl
/ \ 36" RCP
/ \ TOP:56.05 r
FL:52.79 r r
/ IV GAS EASEMENT IN W\ r r
CLP 4 FAVORCn- k;oN
�Aor ?WP 6',,� t„ �` J� 11 1.T P 41
--
�, \ 1 1 1 f ff 1 •` ��\ \ ` SJ
WF 39
I ♦ �
WIPI VP 7 j J 5.00
t WF 59. WF 85 \ e / , ' ` ` \s��/ ' / �"' - ` ` �- - �- ?�� \`\\"'� ` \ ` - f 1ECB
T�% �2. 6 0
INF 54 /9fr 56 ♦ t I + ,' �i WF 78 �� �,��0-'' _ `` \ ���/ `\\� `� ! ♦ I
WF 58 t I \ , - WF 76 ` ♦• V� `� �\ . - _ r J Rt'ARD w
j 1
..\WF66\\ �`� 7$'_ �` S�`�� / `� t 11 t1 -- • ��^�.,� f 1 0z 1
Cr
`WF 67 - WF 74
��pd \ `.`....... �� ` ` 1 `�` `1 `' �•�`�►`6A �``_ 4LL:
M� �p 1 BOXWF
M.`.+
?-
\ WF 69 .� �` WF6ZZ�`� \ \
i
82 yy//P
_ , `_ EXIS INGt�1
WF 49 /
rF 48
\ __4 4-
/ -46-
c�
\ �\
N
to
S,64 990
N/F
TOWN OF SOUTH W .!DSOR ♦ A �
RALPH H. MOSHER
REVISIONS
1 09-29-05 ADD PROPERTY ADDRESS
NO. DATE DESCRIPTION
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RAM
BY RICHARD P. MARTEL
12882
LIC. No.
GRAPHIC SCALE
40
so
( IN FEET
1 inch = 40 ft,
Tel. 860.291 • 8755
® �es�gn Fax 860.291 •8757
rlafessiOna!ik inc.
0 civil engineers • planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
S68' 02 2,
15.74'
c��a��NG COMTOOKOI
DESIGN. DRAWN.• MHA/OMG CHECKED. RPM
✓08 NO.. 2140 DA TE,• MA Y 2005
DRAWING NO.: 002S/2140/2140-2.DWG
CHD MON.
NOTES:
11 It i
sl I
LO
O
I. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE.
2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON.
3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001 D MAP REVISED
FEBRUARY 23, 2001
4. WETLANDS FLAGGED BY JOHN IANNI AND FIELD LOCATED BY DESIGN
PROFESSIONALS, INC. MAY, 2005.
MAP REFERENCES:
1. TOPOGRAPHIC PLAN RESUBDIVISION PROPERTY OF ANDRE L� CHARBONNEAU &
ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE
1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO.
2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE
K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1 "=40',
DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES.
3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-'87 SHEET 1 OF 2 BY
PALMBERG & RUSSO.
4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1 "=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1 "=40' DATE:
02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO.
5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN
FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73
SCALE: 1"=40' BY MORTON S. FINE & ASSOCIATES
PROPERTY SURVEY/RESURVEY PREPARED FOR:
MA GK P. "OPER TIES; LLC
RR KEMBER LAY D R EVIE
SOUTH WANDS®}, C®N"NIEt(%TICUT
SHEET
0
J
LEGEND:
■
El
M1
M2
M3
`R= 401�1g - MON. -._- _ :25'
M - 36'�39-07"
N_W
140.00" + -- 25,--.
i
i�
I y
ICO' log 1
to/
f'1(10
LOT 4
f,1 i
WF 61
Y._ �� �- ` 10' EASEMENT INJ
FAVOR OF CL&P
WF 63
WF 62 1
YARD FOR BULK STORAGE OF:
TOPSOIL
MULCH
LANDSCAPE STONE
LANDSCAPE 4ATERiALS SUCH AS
PATIO BLOCKS, RETAINING WALL
UNj-TS.
*TOPSOIL SCREENING FOR
COMMERCIAL USE ONLY. All
MATERIALS STORED IN YARD TO
BE USED FOR COMMERCIAL
BUSINESS USE ONLY. NO DIRECT
RETAIL SALES OF MATERIALS TO
TAKE PLACE.
WF 64
GRAVEL
YARD
s 10' GAS EASEMENT IN
_ FAVOR �O N I
LIGHT & POWER COMPANY
Ef
4 -" ""• "'••••••••.r. __= m 6=1'29'53"
R-1,158.12
-0 -~ _ - .+ J�J'J�g"� T=15.14 '
158,12
10' GAS �
FAVOR OF CONNECTICU
LIGHT &POWER COMPANY
ROPOSED GATE 0=60'00' \
R=20.YJ \ ��
0=60'00'00" =11.55 O
R=50.00
L=52.36 \ \ ♦ /�
T=28.87 MON.
p= 0- 3
c L= 20.38 �.
\ ��� SOG��F*fir 6\ 3011 F ` T=10.29 ♦ ♦ \
SOS To1y r ♦ a j%
30 • WF 310' o/ 20' ORAINAG EASEMEP. � uOR OF FA\ _��
F WF 32 WF 33• IN FAVOR LITHE TOWN C /A
I WF 77 /
WF 60
WF 59 WF 65
WF 78 (0 CO
54 WF 56 WF 58 WF 76 /.,�%g/I^
».0' (
_k/
M WF 66 WF 75 / Z
LOT 5 .
1/2
REBAR
WF 4 WF 57 /
/� WF 79
WF 53 WF 67 WF 74
V
e�-
WF 2 / WF 80
WF 68 WF 73 / /
/ WF 81 WF 83
/ WF 57 WF 69
/ WF 82
/
I WF 72 r WF 50 WF 70
WF 77
WF 49 ,
�\ WF 48
WF 47
46
'ON
25.00
\ N N
0�
S6g4�`
N/F
`- TOWN OF SOUTH IMNDSOR ♦ � � /
IRON PIN TO BE SET
MONUMENT TO BE SET `♦
EXISTING IRON PIN N/F
EXISTING MONUMENT RALPH H. MOSHER
N 369,603.4335
E 640,807.4074
N 369,579.2579
E 640,822.9068
N 369,735.78
E 640,484.41
M4 N 369,820.2746
E 640,112.9433
M5 N 369,828.4508
E 639,973.1822
EASEMENT TABLE
ANDRE
CHARBONNEAU
CL&P(GAS)
GAS
5/10/88(MAP)
ANDRE
CHARBONNEAU
CL&P
CL&P
5/1U/88(MAP)
ANDRE
CHARBONNEAU
SOUTH WINDSOR
20' DRAINAGE
12/5/97(MAP)
ANDRE
CHARBONNEAU
SOUTH WINDSOR
30' DRIVEWAY
7/14/88 &
12/5/97(MAP)
Z - x
II II
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
Z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
REVISIONS
4
1 9-29-05
ADD PZC,WPCA APPROVAL - REVISE PER TOWN
RAM
3
8-9-05
ADD LIGHTING
GBS
2
8-01-05
ADDED LOCATIONS TO M3, M4, M5 N&E & BLBC O/L
RJB
1
7/25/05
ADDED TOWN OF S.WINDSOR IWACC APPROVAL LETTER
RJB
NO.
DATE
DESCRIPTION
BY
SPACES SHOWN FOR ZONING
:. NOT TO BE STRIPED
PIPEOF SOUTH -WINDSOR ON (&A �� ♦ Ra
30' DRIVEWAY EASEMENT a, LOT ,y2 `\ ?S' j � SPEED LIMIT
_ BROW NF IN FAVOR OF THE TOWN ° 34 / I�1 SIGN STREET
OF SOUTH WINDSOR ON 3y Ml \
LOT #2 WF 44WF 4
♦ ♦ `\ \` WF 43 3 WF 35
w
♦ ♦ ter\ y WF 42 �^ C� LOT AREA
264.210 S.F. 3S•
z 6.06 ACRES F
t 567 i i 24 " C* ♦ j ' 80'
10.20 ♦ / WF 36 REGULATED AREA l YARD FOR STORAGE OF TRUCKS
41 ` AND EORTQUIPMENT USED IN
t COMMERCIAL BUSINESS AND
ORT TERM N/F ♦ \ J �/ RO�fSTAiSTORAGE LANDSCAPE
K&B REALTY. LLCUC
TERM
WF 40 o sv WF 37
� .Q� GRAVEL
\ I YARD BITUMINOUS
WF 39 PAVEMENT
9 �@
7� 0_1�es6aa %& S
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
<NDSox. coN� TELEPHONE (860) 644.2511
September 20, 2005 CERTIFIED MAIL
Mr. Daron Rokicki
Bitch Mountain Earthworks
1265 John Fitch Boulevard
South Windsor, CT 06074
Re: Appl #05-42P, Birch Mountain Barthworks Site Plan and Special Exception 6.1.5.2
Dear Mr. Rokdcki:
We are pleased to advise you that the Planning & Zoning Commission voted on September 13, 2005 to approve
with modifications the above referenced application for a Site Plan of Development and Special Exception
6.1.3.2.
This approval is for the construction of a new facility and associated storage yard on property located 11, 23 and
55 Kimberly Drive, Industrial zone as shown on plans prepared by Design Professionals, Inc., Jdl No. 2140
dated 6113105, 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 Staff.
2. No building permit will be issued until the final 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/Conservation
Commission, including a bond in the amount of $10,000.
4. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning
Regulations.
5. Footing drains are required if the building has a basement.
6. A landscape bond in the amount of $5,000. is required and must be submitted prior to filing of mylars.
7. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
S. This approval does not constitute approval of the sanitary sewer, which can only be grained by the Water
Pollution Control Authority.
9. If a State Traffic Commission certificate is required, no building permit will be issued until the certificate
has been issued ( per CGS #14-311).
10. The building street number must be included on the final plan.
11. Pavement markings must be maintained in good condition throughout the site drives and parking areas.
12. Zoning data table should reflect the zoning for the property as a combined lot.
13. Equipment to be offered for rent and/or sale in the approved display area is limited to two pieces with a
maximum of 10,000 pounds each.
Black and white transparent mylars of Sheet # 3 with the above modifications, together with three blueprint
copies of the entire set ofplans (including architectural elevations and landscaping plans) must be submitted to
this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well
as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars.
After the mylars have been 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 must be submitted to the Planning Department.
The attached Special Exception form must be completed and filed in the Town Clerk's office. The special
exception will take effect upon filing.
Sincerely,
Timothy H. Weritzell, Chairman
Planning and Zoning Commission
THW/rfs
cc Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTiCUT ASSOCIATION OF LAND SURVEYORS, INC. THIS
SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
12882
LIC. No.
WF 38 `\\ 9)
♦ _
,OMM x<•f
%sujn 07-soacth `l!%ind4�ta�z
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
<+Osox•c°"+ TELEPHONE (860) 644.2511
July 21, 2005
Certified # 70020460000197444246
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
RE: Appl, #05-42P - Birch Mountain Earthworks
Dear A49. Schuler:
At the July 6, 2005 regular meeting, the Inland Wetlands Agency/Conservation
Commission approved application #05-42P - Birch Mountain Earthworks - Lots 1-3
Kimberly Drive - IWAICC application for the construction of an industrial building,
grading, utilities, and associated improvements on property located south of Kimberly
Drive and east of Sandra Drive. 1, Industrial zone. This approval is subject to the
foliovAng conditions:
1. One blueprint copy of the entire set of plans and this letter repredured thereon,
must be submitted to this Commission. This must be completed within 65 days
of approval prior to any construction activity on the site. Plans submitted to
Planning & Zoning Commission shall be considered having met this requirement.
2. The application shall indemnify and hold harmless the Town of South Windsor
against any liability, which might re •,.lit from the proposed operation or use.
3. The permit is valid for five years and shall expire on July 6„ 2010. It is the
landowner(sNapplicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required must be obtained and submitted prior to any activity on the
site.
5. A contact person shall be Identified on the plans.
6. We recommend a bond in the amount of $5,000 be submitted to the Planning &
Zoning Commission to ensure compliance with the erosion and sediment control
measures.
7. We recommend a bond in the amount of $5.000 be submitted to the Planning &
Zoning Commission to ensure installation and establishment of the water quality
structures.
8. The biofilter areas must incorporate a clay liner to maintain hydrology.
9. A berm must be constructed along the south side of the interior roadway to
maintain the integrity of the slope.
10. A pre -settling area must be constructed prior to the western blofifter to trap
surface sediments.
Very truly yours,
�e-�..F,
Elizabeth arren, Chairperson
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION
EW:dr
cc: Chief Building Official
Birch Mountain Earthworks, LLC
PROPOSED DUMPSTEIR
WITH PAD
l/ 4SIGN
O NO OUTLET
\ ♦ A s � �' e� � /SIGN �
r \ \34900``�
6
PRO zo + + + ♦ ♦ \ ENO RIGHT /
+ + . + TURN SIGN
++ `4 ` M1
+ + aSp �CAp,�+ + 2 DISPLAY SPACES.
' \\ TO BE USED FOR DISPLAY OF
�` • * • + + ST P SIGN SURPLUS EQUIPMENT FOR
" • •' - "\. . Vim• " ` " +
tf \ BUILDiNGO n IAIN 1,n
s•v�e vuAPPROX. jj + + + +
ERLY 1'800 S.F. SHOWROOM AND 1+ + + +
i RFE � AND 4.200, S.F. SHOP
O + + + + +
.00 RETAIL SALES OF LANDS APE
TYPE PRODUCTS. TO ENTII LESS + + + +
THAN Ox OF GROSS FLOOR,
AREA 'V ROOM'S PRIMARY.
PURPOSE F + + + + + +
OF
COMMERCIAL LANDS T + + +
BUSINESS. SERVING COMMERCIAL + + + + + AND RESIOEN71AL CUSTOMERS. + +
100' + +
PROPOSED WALL MOUNTED
LIGHTS (15' MOUNTING
HEIGHT) -SEE DETAIL
x �
00 �
�\ U. O tD
U. :o ! . In
\\ 00
00
`♦ �� M Q 4
`\ 5
♦ WF 4
CHD MON.
S68'20'23"E
15.74'
7..v. ates-o 21%
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
sox•co� AREA CODE e60 / 644-2611
September 19, 2005
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Attn: Galen B. Semprebron
Re: Birch Mountain Earthworks, LLC
Kimberly Drive, South Windsor, CT
Dear Mr. Semprebron:
The South Windsor Water Pollution Control Authority, at its regular meeting of September 6, 2005, gave
approval for the connection to the Town's sewerage system for Birch Mountain Earthworks, LLC.,
Kimberly Drive, South Windsor, CT as more specifically shown on plans enUUad 'Birch Mountain
Earthworks, LLC., Site Plan/Special Permit, Kimberly Drive, South Windsor, CT", Prepared by Design
Professionals, inc., South Windsor, CT; Job No. 2140, Drawing No. JOBS/214012140-4.DWG., Sheet No.
4/6'Topographic Plan', Dated 6113/05, with revision dates: 6130/05, 8/01/05; and subject to the folio. ing
conditions:
1. Approval of the Planning and Zoning Commission.
2. Technical approval of the Town Engineering Department.
3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once
the sewer line has been Installed and inspected by the Town staff, and based upon the written
verification of the Town staff that said sanitan/ sewer line was installed in substantial
conformance with the design plans approved by the Authority, and meeting all Town regulations
and appropriate technical specifications relating to sanitary sewer construction.
4. The sewer connection charge will be $5,2 83.60.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
seph J.Carino, Chairman
Water Pollution Control Authority
JC:ead
Cc: Michael J. Gantick, Director of Public Works
Jeffrey Doolittle, Town Engineer
Marcia Banach, Director of Planning
Christopher Dougan, Chief Building Inspector
Tel. 860.291 • 8755
GRAPHIC SCALE ® . Fax 860 291 8757
40 0 20 40 80 esign
PWMNJM%" I
IN rofessionals, ins.
( I civil engineers • planners surveyors
1 inch = 40 ft
landscape architects gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
WF 2
WF 1
�
SALE AND FOR RENTAL OF
EQUIPMENT. ACCESS TO
SPACES ViA INTERNAL
0=70.06'$7"
PARKING LOT do OVER LAWN.
R=25.00
r"\
L=30.59
)4/08/2005 M1 11:46 FAX 860 644 7280 Soutb Windsor Town caul_
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NOTES:
1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE.
2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON.
3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001D MAP REVISED
FEBRUARY 23, 2001
4. WETLANDS FLAGGED BY JOHN IANNI AND FIELD LOCATED BY DESIGN
PROFESSIONALS, INC MAY, 2005.
MAP REFERENCES:
1. TOPOGRAPHIC PLAN RESUBDIdi510N PROPERTY OF ANDRE ' CHARBONNEAU &
ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WiNDSOR, CONNECTICUT. SCALE
1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO.
2. SUBDIVISION PLAN RESUBDiVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE
K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1"=40',
DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & A'7SOCIATES.
3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY
PALMBERG & RUSSO.
4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT &POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WiNDSOR, CONNECTICUT
SCALE: 1"=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1"=40' DATE:
02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO.
5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN
FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73
SCALE: 1 "=40' BY MORTON S. FINE & ASSOCIATi-S
PROPERTY SURVEY/RESURVEY PREPARED FOR: SHET
PLacr PLAN MACK' PROPERTIES LLC
DESIGN: GBS DRAWN MHA CHECKED. RPM R�, g��MIBBIERLY DRRVE
JOB NO,: 2740 DA TE.• 6-13- 05
DRAWING NO.: Jn3S/2140/2140-3.lJYYG SOUTH WE `DSM CONNECTICUT
ECTICUT
S66.48'16"E
25.00'
PROVIDE 1 1/2' TALL BERM (,e WIOF a Tno_ 9.1 WE
- OPES
BOTTOM WIDTH) PLANT 6' Wu1TF aiNC• _ ' `'..
ESMH --CLP 6
TF:71.25
FL:61.20
L
WF 63
VIF 62� `
WF 61 '
WF 59, WF 95
,62
54 'WF 56 WF 58
t ,
WF 66
♦ \ // / 4,1
\ \ (� 4V
\ \ N N
b1�j
M ^N
N/F F` �\ �� \/ '
TOWN OF SOUTH WINDSOR
az cx 1. UNLESS OTHERWISE NOTED, EXISTING UTILIT'
II II LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REVISIONS
m INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO Br STAKED IN THE FIELD 3 9/29/05 PER PZC APPROVAL CONDITIONS
BY A LICENSED LAND SURVEYOR PRIOR TO RAM
CONSTRUCTION. 2 8/01/05 CHANGE IN CURB ENTRANCE TO GRAVEL YARD RJB
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 6/30/05 Add test Pit locations do data GBS
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE - DESCRIPTIONI BY
N
RALPH H. MOSHER
m Irm K—u--w m l" TOWN TREE WARDEN.
RESTRICT WORK TO ONLY THAT REQUIRED TO
PROVIDE SIGHT LINE.
TOP— ODE SLOPES
10' BOTTOM WID PLANT 6' WHITE
PM1ES — 15' ON CENTER (12 TOTAL).
36" RCP
TOP:56.05
\W
FL: 52.79 1 1
11
10' (AS EASEMENT IN
I r
CLP 4 N I \
1 1
LIGIG HT & POWER COMPANY
1 !
rr
56"72" Grey Clay
Mottling @ 32"
No water
Test Pit Q
0"-2"
Leaf litter (little to no topsoil)
2"-28"
Loose light brown sand
28"--9'
Slightly compact light brown sand
Possible motting @ 28"
Test Pit #3
0"42"
Topsoil
12"--18"
Lightbrown fine sand
18"--36"
Very compact silty sand
36'=54"
Lightbrown fine sand -mottles throughout
54' .8'
Grey clay
Possible motting @ 18"
Test Pit #4
0"-5" Topsoil
Y"42" Light brown loose sand
12"--80" Light brown very compact fine sand
80'L110" Grey Clay
Possible motdng @ 12"
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
RICHARD P. MARTEL
12882
LIC. No.
INSTALL 18" HIGH BERM
6' V`I AT BASE
2:1 SIDE SLOPES
\ --,/
TRANS,* �\
Qs
CLP 3
♦ �O�IY 4
_♦♦ c N a(4'*'-
1. 3 ® ♦ ♦ ` !N is AV
_ = t_xl5 I ING SANITARY MANHOLE AND PIPE
EXISTING WATER MAIN AND HYDRANT
R.L.
ROOF LEADER
S
SANITARY LATERAL
W
WATER LATERAL
F
FOUNDATION DRAIN
®
DUMPSTER PAD
—�- —
E=XISTING CONTOUR
PROPOSED CONTOUR
x6i,95
EXISTING SPOT GRADE
xbt.9s
PROPOSED SPOT GRADE
0
PROPOSED SANITARY CLEANOUT
EXISTING TREELINE
PROPOSED TREELINE/CLEARING LIMITS
�' --
REGULATED AREA
— `
INLAND WETLANDS
GRAPHIC SCALE
40 0 20 40 so
1 inch = 40 &
Tel. 860.29T 18 55
■ Fax 860.291.8757
rP
esgn ■
Cofssio ls, Inc.
civil engineers . planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
8 PARKING SPACES SHOWN FOR ZONING
COMPLIANCE. NOT TO BE STRIPED
3
CONTRACT08 TO EXCAVATE AND
o
F
z
CONFIRM DEIM 9F LATERAL PRIOR
TO BUILDING CONSTRUCTION
INV:63.00*
< <
a
LF B" PVC
o a
I'llS_1.0,
>�160
\
a
SPEED LIMIT \
SIGN
w\
QI`(0
II STREET
/
ECB SIGN
TF: 67 58�
AFC
ESMH HYD
TF:68.98 CLP 1
FL: 62163 —
(18"UT�
'
a
NO OUTLET
� � J '
\F�1.:62.78 �
SIGN ��
c� ECB
3yt9
TF:68.15
! 1 EDH FL 63.57
r I, %F:8Z.94 (15" IN)
�.
r
♦
%, • +' .. , ♦ ENO RIGHT r r
SIGN I ECB /
T PCJ APH'IC PLAN
(JCTMNi Mi,.+�a+a ORAW. III 01-14,0KEO; RPM
JOB No.: 2140 DA TE 6-13-05
D 1 NG NO.: JOBS/2140/2140-4.DWG
NOTES:
1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE.
2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE C°EPICTED HEREON.
3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001D MAP REVISED
FEBRUARY 23, 2001
4. WETLANDS FLAGGED BY JOHN IANNI AND FIELD LOCATED BY DESIGN
PROFESSIONALS MAY 2005,
MAP REFERENCES:
1. TOPOGRAPHIC PLAN RESUBDIVISION PROPERTY OF ANDRE L. CHARBONNEAU &
ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE
1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERu & RUSSO.
2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE
K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1"=40',
DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES.
3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1"=40' MARCH 1988 MAP No. NG5178017 DATE: 4-13-67 SHEET 1 OF 2 BY
PALMBERG & RUSSO.
4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIG1-7 & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1"=40' FEBRUARY 1988 GRID No. E-N-K04D4-0895 SCALE: 1"=40' DATE:
02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO.
5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN
FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12--3-73, REV. 12-18-73
SCALE: 1"=40' BY MORTON S. FINE & ASSOCIATES
PROPERTY SURVEY/RESURVEY PREPARED FOR:
A ACK PROPER TIES; L1;C
nn KUMBERL dL DRUVIE
tt�> \1t ll(l 1
SHEET
11
19
f
CONSTRUCTION
ENTRANCE PAD
6"-2" STONE ON
PROVIDE 1 1/2' TALL BERM (4' WIDE 0 TOP- 2:1 SIDE SLOPES
ESMH "- `_ CLP 6
TF:71.25
0FL: 6�1.20
LIF G3
' 4
,1JF G2� `
i
A64—
WF 59. '/ �� i 1,'F 65 ` \
.62— - � � � ;�• - I I t �
!F 54 %VF 56 �' > WF 58
i �'4 1 I `
/ 60 s7`' ------ 1 1
(\WF 661
\-
fj
0. �O,
4j �\ 67�� _
SaA
l � '
k68
WF
�111F159 CON ` FE` - / .. tYF 82
VF
� ENERGY DISSIPATOR
(SEE DETAIL) /
WF 49
Vs,
WF 48 ,
a7
\ /
4e ANGLE
e
\
(RON
TOWN OF SOUTH WINDSOR
\ N/F
RALPH H. MOSHER
z - x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
oil[
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
2
09-29-05
ADD PROPERTY ADDRESS
RAM
CONSTRUCTION.
1
8-01-05
ADDED 6' WIDE HIGH BERM
RJB
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR,
NO.
DATE
DESCRIPTION
BY
WITHIN R-O-W WITH TOWN TREE WARDEN.
RESTRICT WORK TO ONLY THAT REQUIRED TO
PROVIDE SIGHT LINE.
PROVIDE 1 1 2' TALL BERM (4' WIDE
TOP- �?.�IDE SLOPES
10' BOTTOM WPLANT 6' WHITE
36"
P,FNES - 15 ON CENTELR (12 TOTAL).
TOP
FL:
W\
10' 6AS EASEMENT IN
LIGHT 6PiRiFdFIEb RC17�
.s. CLP 4 LIGHT &POWER COMPANY
\� \
LEGEND:
0 IRON PIN TO BE SET
■ MONUMENT TO BE SET
O EXISTING IRON PIN
EI EXISTING MONUMENT
� EXISTING UTILITY POLE
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
EXISTING SANITARY MANHOLE AND PIPE
- - - - EXISTING WATER MAIN AND HYDRANT
R.L.
ROOF LEADER
S
SANITARY LATERAL
W
WATER LATERAL
F
FOUNDATION DRAIN
®
DUMPSTER PAD
EXISTING CONTOUR
PROPOSED CONTOUR
x61,95
EXISTING SPOT GRADE
x6i,9s
PROPOSED SPOT GRADE
0
PROPOSED SANITARY CLEANOUT
EXISTING TREELIKE
PROPOSED TREELINE/CLEARING LIMITS
— —•
REGULATED AREA
INLAND WETLANDS
THIS PLAN IS FOR SEDIMENTATION AND
EROSION CONTROL ONLY, AND IS NOT TO
BE USED FOR UTILITIES CONSTRUCTION.
GRAPHIC SCALE
40 0 20 40 80
{ IN FEEL' )
1 inch = 40 it.
INSTALL 18" HIGH BERM
6' WIDE AT BASE
2:1 SIDE SLOPES
TRANS%
♦ eC` 3 �R\�'H \
/ ♦ 04
CONSTRUCTION
ENTRANCE PAD
6"-2" STONE ON
FILTER FABRIC
8 PARKING SPACES SHOWN FOR ZONING
\COMPLIANCE. NOT TO BE STRIPED 3
z
oz
CONT\RACT4D TO EXCAVATE AND v
CONFIRM DEPTH OF LATERAL PRIOR
TO BUILDING CON` IfIL(CTION old
INV:63.00t \ x
160 LF 6" PVC
S=1.0% �\ (L
Q�m
SPEED LIMIT STREET
SIGN \ W\ EC"
SIGN
1 TF: 67 58
Sgy
FL:62 63 �"
' SMH \ eFC HYD CLP 1 `\ (18" �UT)� '
�_UTLET\TF:68.98 NO O
FL6278 SIGN ECB:
�q _J TF:68.15
t 'a r FL: 63.57
VA t t IH
Z.94 (15" IN)
" Tel. 860.291 • 8755 (��(��(�� U!i J 0
Fax 860.291 •8757 SEDORNEN U I]m
■ O ■ e s S I ®n aI S, inc. DESIGN.• GBS Inv WN.• MHA I CHECKED. • RPM
® civil engineers • planners surveyors
JOB ND.: 2140 DA TE.• 6-13— 05
land, architects pis • gps
165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: 106S1214012140-5.DWG
1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE.
2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON.
3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 090036 0001 D MAP REVISED
FEBRUARY 23, 2001
MAP REFERENCES:
1. TOPOGRAPHIC PLAN RESUBDIVISION PROPERTY OF ANDRE L. CHARBONNEAU &
ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE
1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO.
2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT OWNER — DEVELOPER ANDRE L. CHARBONNEAU & ANDRE
K. CHARBONNEAU 125 EDWIN ROAD SOUTH WINDSOR, CONNEC11CUT SCALE 1"=40',
DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES.
3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY
PALMBERG & RUSSO.
4. ELECTRIC EASEL,"'ENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1 "=40' FEBRUARY 1988 GRID No, F-N-K04D4-0895 SCALE: 1 "=40' DATE:
02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO.
5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN
FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73
SCALE: 1"=40' BY MORTON S. FINE & ASSOCIATES
PROPERTY SURVEY/RESURVEY PREPARED FOR: SHEET
MACK PROPER TIES, LLC 5
In Ji0AMB15eRLY JlyRll V !Le 1 6
cJ-1
ANGLE POSTS 1. SET POSTS AND 2. STAPLE THE SILT
5' UPSLOPE EXCAVATE A 6%6- TRENCH FENCING TO THE
FOR STABILITY POST UPSLOPE FROM POSTS. SILT END OF THE POST
AND SELF- FENCING
CLEANING.
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
FJ1115
THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FIT INTO THE TRENCH THE EXCAVATED SC4L
COMPACTED
BACKFILL
�I-
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
N.T.S.
4 13/1,
STANDARD PREI
CONCRETE UNIT
L
-� 8"I^"- 4'-0" -•
I� -- 5'-4" - -
SECTION A -A
10 13/16" m
FINISHED GRADE g« V 3/8" 5" `nt
4 13/15
3" MIN
11'' T
i
PLAN VIEW
TYPE 'C--L'
not to scale
A
4'-4"
APPLICATION OF CY.OE�
V-7 3/8�
PVMT. CROSS -SLOPE
OW
w
T -
X = N
D
I
N �
Z
lV
0 co
L
z'Z
Q w
N U
z
z3
w.
O
"CLASS 'C' CONCRETE
OR PRECAST UNIT
SECTION B-B
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3"
NO PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
B. PROVIDE MINIMUM 2'=0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
CATCH BASIN
NOTES:
1. ALL EXTERIOR WALLS OF CATCH
BASIN WILL BE FACED, PAINTED
AND GROUTED WITH CEMENT.
2. LADDER RUNGS SHALL BE PRO-
VIDED IN CATCH BASIN WHERE
HEIGHT OF STRUCTURE EXCEEDS
8 FEET.
3. IN SANDY SOILS APPLY DAMP -
PROOFING ON ALL FOUR WALLS.
4. RED BRICK NOT TO BE USED.
5. WHERE PRECAST CONCRETE UNIT
IS USED FOR SUMP THE TOP OF
THE UNIT SHALL BE AT LEAST
6" BELOW THE BOTTOM OF THE
PIPE OUTLET FROM THE CATCH
BASIN.
6. WHERE MASONARY CONCRETE UNITS
ARE USED CORBELLING WILL BE
PERMITTED. MAX. CORBEL TO BE 3".
Mn PROJECTION SHALL EXTEND IN-
SIDE OF LIMITS.
7. ADJUST FRAME ELEVATION
WITH BRICKS 6" TO 12"
8. PROVIDE MINIMUM 2'-0" OF
COVER OVER PIPE AT BELLS
9. PROVIDE 6" OF 3/4" TRAPROCK
UNDER EACH STRUCTURE AT BASE.
1--1 5/8"-
BRICK LEVELERS
o CL
Iuj
la
I »-- 4'-8 3/4" -«
0
ro
"CLASS 'C' CONC. a
OR PRECAST CONC.
BLOCK I r
8" CLASS 'C' CONC
4'-4„. I 5'-4' --I
SECTION B-B SECTION A -A
TYPE 'C' CATCH BASIN
not to scale
o 11 a
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
DDD
DOE
DDD
D
DDD
000
D 13
D D
6" CT D.O.T. 2" STONE TO PE PLACED
z
DDD
DD
OVER FILTER FABRIC MATERIAL
DDD
OD
NOTE:
to
''' '"+''+
•+ u4
SEE GRADIMAND U I ILITY
I
D D D
EET FOR PAVEMENT WIDTHS
DD
0DDElDDD
OD
DDD
DD
DDD
DDD
EDGE OF PAVEMENT
THRU-STREET
ANTI
-TRACKING
APRON
N.T.S.
CLASS 'C' CONCRETE
OR PRECAST UNIT
SURFACE
COURSE
10"
z 1/2" RADIUS
-1
C0
1-1/2"
5.5"
12"
1. CURBING MATERIAL TO BE CONN DOT
CLASS 3 BITUMINOUS CONCRETE.
2. CURBING TO BE LAID ON TOP OF
BINDER COURSE.
BITUMINOUS SLOPE CURBING
-CAPE COC BERM CURBING-
N.T.S.
LAWN/ STREETS/ LAWN/
PAVED AREAS I \
CROSS-COUNTRY PAVED AREAS STREETS/
I. _ CROSS-COUNTRY
4" Min. SEE PAVEMENT DETAIL SEE PAVEMENT DETAIL
Min.
APPROVED GRANULAR NON -ORGANIC
BACKFILL MATERIAL PLACED AND O.
12" O O a COMPACTED IN ONE FOOT (MAX.) LIFTS .'0 ' 12'
O01-
WARNING TAPE PER CONN. GENERAL U C). O
. STATUTE 16-345, AS AMENDED, Q.
�. PLACED 12" (MIN.) TO 24" (MAX.)
APOVE THE TOP OF THE PIPE. O
O. BANK RUN GRAVEL FILL
Q _O PLACED AND COMPACTED a 0.
V . IN 6" LAYERS. NO .0
i
SAND BLANKET STONE LARGER THAN
1-1/2". MATERIAL
12" SHALL MEET D.O.T. 12"
. PIPE. AS SPECIFIED -� M.02.05
1/2 0. D.
PIPE 1/2 O.D.
3/4" BROKEN TRAPROCK PIPE
Q--{-- Q -. -
1/pIpED Q Q Q Q a Q Q Q 3/4" CRUSHED STONE BEDDING 1 P O.D.E
Q Q Q MATERIAL IN ROCK EXCAVATION OR
Q AS DIRECTED BY THE ENGINEER.
6" Min. Q^ 4 - rt Q_ 4 Q Q Q n THE MATERIAL cuALL UPPT D O T- Q n Q ^ Q <I 6" ML
v v Q Q v Q V ...
M.01.01.21 FOR 3/4" STONE.
I BACKFILL TO CENTERLINE OF PIPE i
WHEN USING POLYETHYLENE OR A.B.S PIPE.
12" O.D. 12" 12., O.D. 12"
PIPE PIPE
TYPICAL SANITARY SEWER TRENCH SECTION
NOT TO SCALE
-IR
x
ECTION Y-Y
TYPICAL STORM DRAIN TRENCH SECTION
NOT TO SCALE
PROCESSED STONE
DUMPSTER PAD DETAIL
N.T.S.
FOR USE WITH COR-
GAItD METAL PIPE 54" OR
RGER.
a
;ND VIEW
ONCRETE CUTOFF WALL
ORVPRECAST CATCH BASIN SUMP,
ANCHORED TO CULVERT END
DIMENSIONS FOR REINFORCED CONCRETE CULVERT END
FLARE
REINFORCEMENT
ONE LAYER ONLY R1 CENIM 8F WAU.
DIA.
A
B
C
D
E
F
R1
R2
t"ONNOIT�f1 HAILS
A"A OF
TR'A STm
SQJNM FOOT
SCMPER F00T
16'
9'
2'-3"
X-10'
6'-1'
S-0"
2'-5"
1'-31{2-
1'-0"
0.060
0.060
V-11"
S-2'
6'-1'
V-6"
2'-71/2'
1'-4
1'-1'
0.066
0.0ee
24'
9 1/2"
V-7 1�2'
2'-6'
6'-1 1/2'
4'-0"
2'-.3/IB
'-4 f3/16'
1'-2'
0.72
0.072
30"
1'-0'
V-6
'-7 3/4'
6'-1 3/4
5'-0'
3'-1"
V-6 1/2-
V-3-
0,084
0.084
-3'
'-9'
V-3"
2'-10 3/4'
8'-1 3(4
6'-0'
'-11 tt/15
2'-5/16"
1'-8'
0.096
0.096
42-
1
5'-3'
V-11"
8'-2
W-6"
4'-5 7/8-2'-3
1/2'
V-10'
0.108
0.108
4W
V-0"
6'-0'
2'-2'
8'-2"
7'-0-
4'-6 1/2-2'-4
1/2-
1'-10-
0.120
0.120
54'
60•
2'-3'
2'-8"
5'-5'
5'-0'
2'-11'
3'-3'
8'-4'
8'-3'
7'-6'
8'-0'
5'-5 1/2'
'-9 14
2'-0'
0.132
0.132
12'
4'
2'-0`
4'-3/8'
W-3/8'
2'-0"
6'-7 2'
1'-715/f8
3'-It 76'
101/4"
2'-0"
9'
0.144
0.048
O.I44
0.048
15'
6'
2'-3'
3'-10'
6'-t'
2'-6-
2'-5/16'
1'-1/2'
It"
0.054
0.054
FLARED END
nts
WIDTH VARIES
SURFACE COURSE -BITUMINOUS
CONCRETE, CLASS 2-1 1/2 -\
BASE COURSE -BITUMINOUS
CONCRETE, CLASS 1-1 1 /2'r�
4" * PROCESSED TRAPROCK BASE
8" GRAVEL SUBBASE -/
BITUMNOUS ;ONCIRETE PAVEMENT
N.T.S..
* = USE 2" CLASS i + 2" CLASS 2 AND 6" PROCESSED TAPROCK BASE
IN TRUCK DOCK AND MANEUVERING AREA.
k'
s
IN LINE CLEANOUT
TYPE I
NOT TO SCALE
PIPE SIZE PER PLAN
DUMPSTER
1-1/2"
DETAIL OF TEMPORARY SILTATION BASIN OUTLET
SECTION X-X
18" INTERMEDIATE RIP RAP
8" THICK CON(
-IRUBS
UUMr ZS i 1R tI\JULUSURt Ut "V-
AIL
N.T.S.
6" GRAVEL
FILTER FABRIC
(MIRAFl 140N O.A.E.)
PIPE
DIAM.
B
C
D
E
F
G
H
WT RIP -RAP
IN TONS
15"
10'
7'
1-1/2'
1'
1'
-1/2'
1-1/2'
V
6
18"
12'
8'
2'
1'
5'
2'
4'
8
21"
13,1
9'
2-1/2'
1-1/2'
1'
7'
2-1/2'
4-1/2'
12
24"
17"
10'
2-1/2'
1-1/2'
1
8'
2-1/2'
5-1/2'
15
30"
20'
13'
3'
2'
2'
9'
V
6'
22
36"
22'
16'
3-1 /2'
2'
2'
9-1/2' 13-1/2'
7'
33
ENERGY DISSIPATOR DETAIL
nts
CROSS SECTION
OUTLET PROTECTION DETAIL
mw
RTC"
VISIONS Tel. 860.291 • 8755
w&esw� Fax 860.291.8757 DLS� „ ��
ign
ossionais, Inc.
2 09-29-05 ADD PROPERTY ADDRESS RAM DESIGN: GBS DRAWN.- MHA CHECKED: RPM
1 8-01-05 ADDED RCP FLARED AND DISSIPATOR DIETS RJB Id civil engineers - planners surveyors
landscape architects • gis gps JOB NO.: 2140 DATE.• 6-13-05
NO. DATE DESCRIPTION BY 165 South Satellite Road, South Windsor, Connecticut 06074il DRAWING NO.: I108S/2140/2140-6.OWG
CONSTRUCTION SEQUENCE
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE OWNER SHALL HAVE A
PRE -CONSTRUCTION MEETING WITH THE TOWN OF SOUTH WINDSOR.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. THE SURVEYOR SHALL STAKE -OUT THE LIMITS OF CLEARING AND GRUBBING.
4. INSTALL ANTI -TRACKING APRON AT ENTRANCE DRIVE AS SHOWN ON I PLANS.
5. THE CONTRACTOR SHALL COORDINATE WITH THE PROPER AGENCIES FOR RELOCATION
OF ANY UTILITIES SIGNS. ALL PROPOSED UTILITIES SHALL BE UNDERGROUND.
6. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AT LIMITS OF CLEARING
AND GRUBBING. MAINTAIN ALL CONTROL MEASURES AS CONSTRUCTION PROGRESSES.
7. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS
AS SHOWN ON THE PLANS. RING SOIL STOCKPILE'S WITH SILT FFNCF IMMFf1IATF► Y
AFTER CREATION. ESTABLISH VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR
LONGER THAN 30 DAYS. REFER TO SEEDING SCHEDULE FOR VEGETATIVE COVER OF
DISTURBED AREAS.
8. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO
ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON KIMBERLY AND SANDRA
DRIVE WHERE NECESSARY TO PREVENT DUST BUILD-UP.
9. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM
SITE, NOT BURIED.
10. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION.
THE CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION.
BEFORE EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-300-922-4455.
11. !WIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR
A GENT AAIn TUC nCCIl+Nf CKV11AICC�
nVI�1Y 1 n111V II7G UGJIVI`I GIVVIYGGR.
12. CUT AND FILL ALL AREAS OF CONSTRUCTION TO SUBGRADE ELEVATIONS.
IMMEDIATELY STABILIZE SLOPED AREAS WITH HAY MULCH OR BY HYDROSEEDING.
13. INSTALL STORM DRAINAGE. PROTECT TOP OF EXISTING CATCH BASINS WITH
HAYBALES AND FILTER FABRIC AS SHOWN IN THE DETAILS. UNLESS OTHERWISE NOTED
OR SPECIFIED, ALL STORM DRAINAGE CONSTRUCTION SHALL BE CONSTRUCTED IN CONFORMANCE
WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS AND THE
STATE OF CONNECTICUT "STANDARD SPECIFICATIONS FOR ROADS, BRIDGES, AND INCIDENTAL
CONSTRUTION, FORM 814" OR MOST CURRENT ISSUE. PERTINENT CONSTRUCTION DETAILS
THAT ARE NOT INCLUDED WITH THESE DRAWINGS SHALL CONFO!�M TO THE STATE OF
CONNECTICUT DEPARTMENT OF TRANSPORATION STANDARD ROADWAY DETAILS.
14. PLACE Pk'7MENT, CURBING, AND LOAM, SEED AND MULCH OR HYDROSEED ACCORDING
TO SEEDING SCHEDULE.
15. AFTER ALL SITE WORK IS COMPLETED, INCLUDING SPREADING OF TOPSOIL AND SEEDING,
THE CONTRACTOR SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES,
PIPES SHALL BE CLEANED BY WATER -JETTING AS NEEDED AND CATCH BASIN SUMPS
SHALL BE CLEANED BY MANUAL EXTRACTION OR SUCTION LINES AS NEEDED.
16. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS AND SPECIFICATIONS.
i.InTC. f`nA1CTD1 I/TInAI nC BUILDINGS DINGS "r' i+nuu"C" nr.Inr nn A ING nn
IVV 11_. �.vlva nwv I lulu yr Lj\., Unvvo 10 COMMENCE UNTIE GR/1UIIVV VY'CRA IIVIVS IN
AREAS OF FOUNDATIONS ARE COMPLETE. CONSTRUCTION OF FOUNDATIONS TO BE
COMPLETED AS PART OF OVERALL SITE WORK. COMPLETION OF PHASE II TO BE DONE
AS ECONOMIC CONDITIONS DICTATE.
ESTIMATED START DATE FOR CONSTRUCTION - FALL 2005
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2006
SEDIMENTATION AND EROSION CONTROL NARRATIVE
1. PRIOR TO THE STAPT OF CONSTRUCTION, FILTER FABRIC BARRIERS OR HAYBALES SHALL BE
INSTALLED IN CONFORMANCE WITH "GUIDELINES FOR SOIL EROSION AND SEDIMENTATION CONTROL"
AS PUBLISHED BY THE SOIL CONSERVATION SERVICE. SUCH MEASURES SHALL BE MAINTAINED IN
PLACE UNTIL SUITABLE PERMANENT VEGETATION IS ESTABLISHED.
2. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE
"GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR
SOIL AND WATER CONSERVATION.
3 HAYBALES AS
-4-TINCL1r111ftI Tn QC- QIITTCn TI/YUTI V Cnln TfN Cnln AAIn CcrAf/rn 1.1 nl Anr I1 Ir\.rn
•-4-TIN Iv - uv 111-v 11V111L.I LG INU IV IVU Y1PIU JI/1RGU ITV rLiAl.0 VJIVto IYYV
2" x 2" x 36" WOODEN STAKES PER BALE.
4. HAYBALES TO BE PLACED SO THAT STRING DOES NOT COME IN CONTACT WITH THE GROUND.
5. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION
AS NECESSARY.
6. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION
CONTROL MEASURES SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION
AS WELL AS MAINTENANCE. ANY PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY
THE ENGINEER AND/OR THE PROPER LOCAL TOWN AGENCY.
7. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION,
WHEREVER POSSIBLE.
8. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD
CHIP MULCH OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION
1S T V TAKE PLACE.
9. ALL DISTURBED SLOPE AREAS IN EXCESS OF 3:1 SHALL IMMEDIAI ELY RECEIVE MULCH AND
TEMPORARY SEEDING IN ACCORDANCE WITH THE FOLLOWING RECOMMENDED APPLICATION RATES:
MULCH: RATE:
HAY OR STRAW 90# / 1000 S.F.
TEMPORARY SEEDING: RATE:
PERENNIAL RYEGRASS 1.0# / 1000 S.F.
10. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF
DEEMED NECESSARY OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN
AGENT.
11. CONTRACTOR SHALL PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING
CONSTRUCTION.
12. AN APPROVED EROSION CGrITROL BOND IS REQUIRED BEFORE THE START OF ANY
CONSTRUCTION AC "VITY.
13. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED
ON FROZEN GROUND.
MAINTENANCE AND OPERATION
THE FN LOWING MAINTENANCE OPEF' • 'CIS WILL BE REQUIRED TO ENSURE THE
PROPER AND EFFICIENT OPERATION Ur THE STORM WATER TREATMENT SYSTEM.
THE FOLLOWING MAINTENANCE SCHEDULE IS INTENDED TO BE A MINIMUM GUIDE, AND
ADDITIONAL INSPECTIONS AND MAINTENANCE MEASURES MAY BE REQUIRED FOLLOWING
LARGE STORM EVENTS THAT COULD CAUSE THE DEPOS11ION OF EXCESS DEBRIS IN
THE SYSTEM.
CATCH BASINS: THE CATCH BASINS SHALL BE INSPECTED AT A MINIMUM BI-ANNUALLY.
THE SUMPS SHALL BE CLEANED WHEN THE DEPTH OF MATERIAL WITHIN THE SUMPS
REACHES 1'.
PAVEMENT SWEEPING: THE PARKING LOT SHALL BE SWEPT AT A MINIMUM OF ONCE
PER YEAR, IN THE SPRING BETWEEN APRIL 1 AND MAY 1.
6" DIA. METAL PIPE
w16
M
4" DIA. METAL PIPE
'HASP & LOCK
GATE DETAIL
NOT TO SCALE
1
0.'.
'..0 ..'...'.'.'. :.:.:.
6. 9.'o'.'..'..'f5.'.'..'.'.'.'.'.... Q.'. . 0. .
WIDTH OF GRAVEL DRIVE TO BE
AS SPECIFIED ON PLANS.
GRAVEL YARD DETAIL
NOT TO SCALE
-6" PROCESSED GRAVEL
SUB GRADE
PREPARED FOR:
MAC."C PROVER VIES; LLC
R1 ll� l�lEli Rlle 11, I D�UVtl.i
SOUTH WINDS®I9 CONMCTI CtCTT
SHEET
6
311
WETLAND PLANTINGS TO CONSIST OF THE
FOLLOWING: TUSSOCK SEDGE (CARER
STRICTA), THREE SQUARE (SCIRPUS
PUNGENS), SOFTSTEM BULRUSH (SCIRPUS
VAUDUS), AND NARROW -LEAF CATTAIL
PLACEMENT
AND PLANT QUANTITIES OFFIN�WETLANDS
PLANTINGS TO BE COORDINATFD WITH
LANDSCAPE ARCHITECT. GROUPINGS WILL BE
BASED ON PLANTINGS 24-36" ON CENTER
WITHIN THE WET BOTTOM BASIN. BASIN
BV 1 TOM 1 V BE ALSO J DED WI n NEW
ENGLAND WETMIX BY NEW ENGLAND WETLAND
PLANTS, INC. BOTTOM OF BASIN TO CONTAIN
6' CLAY LAYER OVER LAYERING 12' OF
TOPSOIL WITH 30R ORGANIC SOIL AMENDMENT.
PROVIDE 1 1/27 TALL BERM (4' WIDE O TOP- 2.1 SIDE SLOPES
�0'-BOTTOM DTH PLANT 6' WHITE PINES - 15' ON CENTER (10 TOTAL). TRIM VEGETATION TO PROVIDE 350' MIN, SIGHT
INSTALL PAVED APRON
- `- .c
-� PROVIDE 1 1 r TALL BERM 4' WIDE WITHIN R-O--W WITH TOWN TREE WARDEN.
RESTRICT WORK TO ONLY THAT REQUIRED TO
CLP 6 '-- - ' PROVIDE SIGHT LINE.
ESMH 10, BOTTOM WIDTH) PLANT 6' WHITE
TF: 71.25 - ECB PINES - IV ON CENTER (12 TOTAL). Z 1 /2' TALL BERM (}' WIDE O
FI 61.20 _ TF: 68.7E
\ - FL: 65.2E TOP- 2: om -W! SLOPES
HYD 10' BOTTOM -WI PLANT 6' WHITE 36" RCP
+....,� .•,r `\ .... �� :W W- -� P 5 ELEC P ES - 15' ON TEl 112 TOTAL). TOP:5.79 i
F �-
�,...... FL: 52.79 r
F 1 " PVC SAN II S=1. . W - W y� ' __ / t0' GAS EASEMENT IN
S= .s . t-` - -
ECB II �s CLP 4 FAVOLIGHTSOF
CON COMPANY \ 11
TF 68.51 6 V✓
T 8�
- - _ _ - TF:68.33 INSTALL 18" HIGH BERM
WIDE AT BAS
Vr-`� 4 ��� a.G'4�'_` �-_ ..'''^-•�_ _ "� �. R-t�9'S3` i rr \ 2:1 SIDE SLOPES
1: N dv �m vim'- ��S•�.rc+�. �_ 1 a. L �0.2$� a t ECB K
1"tL �';JLAWNS-'\ '1��.i1-.= �-- T=tS.ia �... r t TF: 65.45
FL: 58.88( \ %
\ `' \ l,, - .. „� ma c"- _ y 2'• 1 733,,�7. 1�i3 .,G •�T..vlr,.. �.,�w� .JL., \ "--� lf'�.� •� T �" p�... $ -7 ` -
IN
�- - - - FA v0 OF CL&P _ _ - - - - - ' �c 'rm`1:p �: 3 V ,�^.�; _ - G , 6�t H� �� TRANS ^\
10-- - �� �,m o V~ _ - - - 1 r :06.15 Q \
t " -`"' ! ' >7 �� �/ w �' _ -66- 1 rr FLi ii0 97
10' GAS E `;Fhs TIN T O t . CLP 3
CONCRETE BLOCK ^ FAVOR OF CONIJ CTICUT �"�`' ``\ N t\ o `B_�U �` ' _ `� ` ® 10
-STORAGE BUNKERS ' (� LIGHT & POWER COMPANY
Wv =60' 0' .45
MOAN WELL R=2p ♦ OM jy1Q
Z PROPOSED GATE i �� FL:52. T �� _ :� ♦ 4r
_ _ _ - Y " 4_� S 52.42(36„IN) \ f�
t - - - - - - - - - -� - - ' _ 12-PS 8_0000'�0" 58. 5(18.1 ) I r' ♦ ` �C ® '�lrVrs�4' jypf
` YARD FOR BULK STORAGE OF. -74- - r _ _ _ Rt50.00 \ ��� �8,36(18"IN) r � ® �7F O
I TOPSOIL
_ L 28.87 ` �� t ! \ a G ♦ ♦ ® p7N4 7�7 S/0,-
CONCRETE j - BLOCK �� s• \
_1 0= 0" ` 3 �' ® ON S4Q W
' p 0 -- c MATERIAL _ SUCH As ' I STORAGE BUNKERS
° \Q:r� ! i R=t,tSB. �.>�\ A ♦ ♦ ®__ �H�L'FS_
0 PNITS. B S. RETAI ING WALE - - , 4 OF '0, L ° , - - - � L� _ 10.29 t \ ♦ ♦ `� CLP 21'v rA \MAl 8 PARKING SPACES SV' "'JR ZONING
LOT 4 r - \ 3(/ Oc9 _ 6' t�fi y T-,o�\.29 •� ® ♦ �, c}
�TOPS01 SCREENING OR ry _ ♦ _ _ -68- COMPLIANCE NOT TO BE +ti21PED
COMME qAL USE LY, au TREE LINE SOS R O�Fy� `� , e - \ F
Q -MATERI "TOR YARD YARD TO NEW , _ y� V �60-! ^ ` i '�.� \ CONTRAC TO EXCAVATE AND ¢6
SEEDING MIXTURE TYPE II ' - L% BE U 0 FOR COMM qAl GRA / O ll j T
BUSINESS USE ONLY. NO'DIRECT YAR I STALL 18 -HIGH BEM \ i , 'S\�¢2 - \ _ 58j-i ~ 3�Vm` 3� ` O A \ f(FC TO BUILDING
DEF C S LATERAL PRIOR o'd
RETAIL SALES OF MATERIALS TO \ / ' r 4•s\ - r \ M,r TO BUILDING CON CTION I„
6 WIDE AT BASE ' /� °s,• 56'- _ ' • ` �,. \ INV.63.00t - '
TAKE PLACE. \ \ / r , ' / / J70 WF 31�0' ` DRRI AG SEAdE `` `�` 160 LF 6" PVC
a13
\ � SIDE SLOPES 1 , , ! -wF 32 -r-j«�IFA,roR THL WA �� �!� c s-1.Dx \ a'
, , r , 9 Ld SObT •t, R m v Ra a SPEED LIMIT a `O
30' D�IVEWAY EASEMENT � � . _ LOT�J,,;Z t ? , ?5' I STREET
\ ` ROV, T . ' IN FA Oft, 5F THE TOWN <r WF 34 I \� ` " ~ 3�am wt L j SIGN H ECB SIGN
'KING MIXTURE TYPE III SEEDING MIXT3a�?F TYPE II + + OF�nUTH VnNDSOjZ ON 3g S 1�� COIV U. TR6755
25'x20' CONCRL . BLOCK �� r + r LpT frz WF 44 , >< EL52.0 1 I t r ;' ♦ f< \ FL:62[63
NEW TREE UNE-� 1 ` ` - _ n STORAGE BUNKERS V �\ ! + r / �- WF 4 • `/, \ �' I ` R ;' ESMH �FC� HYD CLP 1 \ (18" WcT>� _
.�. - - _ ♦ t n� p , - --�- �J ti _ : _ �• !" t i 5trey'� C. IF: 6$.98 - �r-�e` IN0 Ov iL" T \
RIP RA 9p v t NO MIXTURE �� 'S. FL• 62.78 /SIGN ECB
r r, FE 7Sh Np F r r I TYPE " CB 'A) TF: 68.15
;tivk' - - - C \� ` \ FL:63.57
• P +'F" �c A _ _ �O' \ . . i✓ o> o R1A s+ ry ! ! EO�v1H
TF:63. /
'tL'��_'.a�Th 'i`?,c,c!�rcX. ♦ ` ` ` \ S• y WF Y32 ^ �� �^ I r efQ Sid INV:59.00-TD f \�� .94 (15" IN)
ti'
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Y'•.,-a•Y �,j�K.?�Y'y�.,.`Vtr..t:�.'S.s� t �l � + r 1 BQ
WF 36, ,REGI�LAI AREA YARD FOR S AGE OF TRUCKS ry 7 �8' `� G
41 S [ ] A ' r I I AND EQUIPMEN USED IN r 9• � - ♦ ♦ � .� NO RIGHT I !
�\ , , I COMMERgAL BU ESS AND PROP ED GATE C. . Ab 7 - _ SIGN
ORT TERM STOR OF + + ' + + Mt TUtiN + 8
(� New-, � - N F ry r r i + - FL: 57.06 15„
t t ,.w��a�;. / r T+ +I I s•a AALLEUTCS�CONTAiNIN DSCAPE �"� + � . n�+_ + `68 _ ! � TF.67.6
KdcB REALTY, LLC TYPE "c" c6
` �/ r + , I I TF. R�rpCgUOF + + + + \ ( ) 2 DISPLAY SPACES.
" . TO BE USED FOR DISPLAY OF
x•,.at r. •. WF 40 ?o. 37 + - + + • + + ST P $id
, � - _ INW.82.50 SURPLUS EQUIPMENT FOR
++ . ' + + + . ` , + SALE AND FOR RENTAL OF
/ �^� P / INSTALL MODIFIED RIPRAP SWALE (� `GRAVEL 9-I �'�� + , + ! I ` EQUIPMENT. ACCESS TO
WFi3 0 Q TO EXISTING RIPRAP ENERGY t I f , r V LJ YARD PAVE-MBITUMINE < 6� + + +' + • + + p + ° +
,14F 62 ` - t _ _ TO EXISTING
WF 39 t �� I r t ACE:' LOT
INTERNAL
~ , I Ir 1 a TP 3 TP 404� +++ +_ t6E«- • .- +E . `+ M2 / P G LOT &OVER LAWN.
.•-�,,.
/ G o WF 6j \ \ �� - - _ / VYF 38 I` I • ` \ y . °2 + I
/ F' / c3� -h g 00 ♦il = _
' f / WF\64` \ ° t ` J ' / \ t. I r - �h - KIMBERLY 18.U800 SFTO tiJ(,`IUpOM APPROX ' �+ + 1 rl 1
DRIVE OFi ICES AND SHE AND + + '� + IE
- \ WT 77 \ �'�,. / `\ _ AREA 4,200• S.F. SHOP + + + ++ 6 °
/ WF 60 \ _ \ - 7 ` -58.00 RETAIL SALES OF + • + + I FL:52, 6(36")
/64- TF:S5.00 b Ox OF GROSS D� APE / NEW IIV:G9ARITYPE,C" csFIRooUCTs. TO ENT�I( Lt.ss _ " \ 6�_ SEEDING MIXTURE 'TYPE ill `� �. v:61.50 AREA R FLOOR° + + r R IL W
WF 85 / �\ / - .� t OOM'S PRIMARY, +
WF 59. \ ^ - PURPOSE F T OF ' �► PO D FLEE - r�,.�
/ 62- - - i ' ' - ' - - w - WF 78 \60,� /� _ _ ` ` \ ` - - - - - BUSINESS MERCIAL LANDS + + + + + , ETA Dz G SIGN
' a \ .1 1_ _ ` 8oQ AND-REBIDpl" CUsrOAAERaAL- + + + + I ` O z ,
% 54 ,-WF 56 WF 58 I WF 76 / / ~ - �� 100' ERS. I t a' O
WF 66` WF 75' 15" CmN'C. FE I r 1 0
1 t
LOT s
' 4' WF ° PROPOSED DUMPSTER
H` �70• S Y wN #~ ..3•: I + ' c �/ I�1
' - WF 79 Sy J WITH PAD M1
\ ' ~ L' �•. f I i TEL CIO
_ 1 BOX
WF 53 `� 77 �� o \ WF 67 - _ _ WF 74 . \ _ _ _ 20 LF 5" HDP �"�"t t D
1-
WF 60WF 2
�\ I 48 : / \ WF.68 WF'73' S0� _� / LANDSCAPE NOTE (SEE DETAIL) ` WF/6 z ` ,
/ Exls IGt " ►-••� LANDSCAPE DISPLAY AREA
o \ 8 �g8\ WF 83
/ ,,4 _ \ 1. ALL EXISTING TREES TO REMAIN SMALL BE SHAPED OR PRUNED WITHIN THE DEVELOPMENT AND ALONG CHD ANON. r ` SEE OWNER'S LANDSCAPE
�'JP 69 THE PERIMETER OF CONSTRUCTION LIMIT AS REQUIRED BY LICENSED ARBORIST. 36" y: 5 4 r r DESIGN CONCEPT (1 OF 1)
/ \ 15" CON \ E` __WF 82 2. ALL AREAS DESIGNATED AND ALL AREAS DISTURBED NOT RECEIVING A SPECIFIC SURFACING, SHALL BE SEEDING MIXTURE TYPE III
/ \ EL. 44,00 - SEEDED SHALL RECEIVE FOUR (4) INCHES OF TOPSOIL, SOIL AMENDMENTS AM MULCH, WATER AND DO NOT HEAVILY PRUNE THE TREE AT PLANTING
2 ~-- / PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT
I + I + NEW TREE LINE
MAINTAIN LAWN AREA UNTIL ALL AREAS ARE STABILIZED AND ACCEPTED BY OWNER'S REPRESENTATIVE. LEADERS AND BROKEN OR DEAD BRBRANC
SOME INFERIOR TWIGS AND LATERAL BRANCHES II r i o
• _ / TOPSOIL SHALL BE LOAMY FRIABLE SOILS FREE OF SUBSOILS & ROCKS GREATER THAN 3/4" AND OTHER RAY BE PRUNED; HOWEVER. 00 NOT REMOVE
THE TERMINAL BUDS OF BRANCHES THAT 3 II 1
WF 5D \ \ WF 70 �A DELETERIOUS SUBSTANCES, PH OF TOPSOIL SHALL BE BETWEEN 5.5 & 6.5. EXTEND TO THE EDGE OF THE CROWN. ,
3. LAWN GRASS SEED MIXTURE:
STAKE TREES ONLY UPON THE APPROVAL
1/2"
REBAR
ENERGY DISSIPATOR A. SEEDING MIXTURE TYPE 1 (LAWN AREA).
/ (SEE DETAIL) / BLUEGRASS BLEND (3 VARIETIES) 50% OF MIXTURE
CHEWINGS RED FESCUE 30% OF MIXTURE
WF 49
/ PERENNIAL RYEGRASS 20% OF MIXTURE
\•' APPLICATION RATE: 4.50 LBS PER 1000 S.F. WITH WOOD HYDRO -MULCH 01200 LBS. PER ACRE,
WF 48 B. SEEDING MIXTURE TYPE 11 (LOW MAINTENANCE)
WF 47 TALL FESCUE 10% OF MIXTURE
PERENNIAL
\ OF MIXTURE
46 A % CREEPING RED FESCUE 10% OF MIXTURE
ION \ / ALSIKE CLOVER 5% OF MIXTURE
REDTOP 5% OF MIXTURE
\
/A4, ` APPLICATION RATE: 3.50 LBS PER 1000 S.F.WITH WOOD HYDRO -MULCH ® 1200 LBS. PER ACRE. � C. SEEDING MIXTURE TYPE III (BASIN BOTTOM)
�f �46- } / NEW ENGLAND WETMIX BY NEW ENGLAND WET PLANTS, INC.
WITH APPLICATION
APP APPLICATION RATEPOUND
OFPER
NURSE CROP OF WINTER WHEAT
0.46 POUNDS PER 2 500 S.f
D. TEMPORARY VEGETATIVE COVER
t / SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOCER 1
PERENNIAL RYEGRASS 100%
/ APPLY ONE POUND PER 1,00E SQ. FT. WITH WOOD HYDRO -MULCH AT 120E LBS, PER ACRE.
4. ALL TREES AND SHRUSHALL MEET THE THE AMERCAN NURSERY AND LANDSCAPE SSCATION. ALL RICANNTR ESSSHARLL HAVERA CENTRAL LEADER.SIOCK, ANSI1 AL
TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO THE PROJECT SITE.
5. PLANTING SEASONS: SPRING - MARCH 15 TO JUNE 10
/ �\ 1/ FALL : SESPECIAL O TO NOVEMBER 15
N F \\ � \ � \, 6. PLANTING SEASON VARIANCE: IF SPECIAL CONDITIONS EXIST TO REQUIRE PLANTING OUTSIDE THE ABOVE
-�� SOUTH W1Np5� ♦� �\\ /\ SPECIFIED DATES, THE CONTRACTOR SHALL SUBMIT IN WRITING FOR PERMISSION BY THE OWNER'S
REPRESENTATIVE. ANY VARIANCE IN THE PLANTING SEASON WILL NOT AFFECT THE ONE YEAR GUARANTEE
\` ` �• PERIOD.
7, SUBSTITUTION OF PLANTS WILL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE OWNER.
8. PROVIDE A MINIMUM OF 12" OF PLANTING SOIL MIXTURE IN ALL PLANTING BEDS.
`♦ \ \ \ 9. SOIL AMENDMENTS:
\ N/ 1 A. LIME SHALL BE PELLETIZED LIME MANUFACTURED TO MEET AGRICULTURAL STANDARDS AND
\ RALPH H. MOSHER CONTAIN A MAXIMUM OF 60% OXIDE. (I.E. CALCIUM OXIDE PLUS MAGNESIUM OXIDE).
RTILIZER SHALL BE OF A FORMULA INDICATED BY THE SOIL TESTING TO ACHIEVE A MINIMUM
o{x
z
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
2. ALL U iILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
2
09-29-05
ADD PROPERTY ADDRESS
RAM
1
8-02-06
ADDED LNDSCP OA - STORAGE LAYOUT
RJB
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
13Y
B. FE
OF ONE POUND OF NITROGEN PER 1000 S.F. OF LAWN AREA. FERTILIZER SHALL BE A MINIMUM
OF 507 ORGANIC SLOW -RELEASE COMPOSITION.
10. DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE DEVELOPER DURING THE FOLLOWING
PLANTING SEASON OF THE FIRST YEAR WARRANTY.
LAMOSCAPE UGHTM NOTES:
1, SITE AND LANDSCAPE LIGHTING PROVIDED SHALJ. BE WALL PACKS AS SELECTED BY ARCHITECT, SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE
OF THE LANDSCAPE ARCHITECT
SEE STAKING DETAIL
WRAP TREE TRUNKS ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT.
MARK THE NORTH SIDE OF THE THE ROOT FLAIR SHALL BE A MINIMUM OF 2" ABOVE THE FINISH GRADE
IN THE NURSERY, AND ROTATE TREE EACH TREE MUST BE PLANTED SUCH THAT
TO FACE NORTH AT THE SITE WHEN EVER FTHE TRUNK FLARE IS VISIBLE AT THE TOP
POSSIBLE. OF THE ROOT ML. TREES WHERE THE TRUNK
MULCH RING FLARE IS NOT VISIBLE SHALL BE REJECTED.
SET TOP OF ROOT BALL FLUSH TO 1800 NM (6 FT. ODO N0T COVER THE TOP OF THE ROOT
GRADE OR 2+-50 AILS I-2 IN.T 400 MM (8FT.) D PREWA. MIN. FERRED BALL WITH SOIL.
HIGHER IN SLOWLY D ING IL$.
2fM MM (8 IN.)
100 MM 4 IN.) HIGH EARTH SAUCER
50 MIA (2 IN. MULCH. DO PLACE , ,',',' ',', '; ; ; ,, BEYOND EDGE OF ROOT BALL.
MULr" -! CO TACT Nb TACT WITH TREE TRUNK. "" +' "REMOVE ALL TWINE, ROPE AND WIRE. AND
W%i• THE MULCH WEED -FREE FOR ',',',' � ,' ' e , , , , , , ,
A MINIMUM OF ONE YEAR AFTER , , + + '''+'+� '''+'+'+ '+,'' ''' + + + + + + + + + BURLAP FROM TOP HALF OF ROOT BALL
PLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND
THE ROOT BALL CU7 THE WIRE BASKET IN FOUR PLACES
AND REMOVE
UPPER TWO-THIRDS OF BASKET.
NOTE FOR DIMENSIONS OF PLACE ROOT BALL ON UNEXCAVATED
PLANTGsG AREAS TYPES OF SOIL OR TAMPED SOIL.
AMENDMENTS, Ok SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL
SEE "SOIL IMPROVEMENT DETAILS." BASE FIRMLY SVITH FOOT PR' ;SURE
SO THAT ROOT BALL DOES IJOT SHIFT.
NOTES
1, NO MULCH WITHIN 3" OF TREE.
2. THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MIA (8 FT.)
SQUARE, OPEN TO THE SKY. AND NOT COVERED BY ANY PAVING OR GRATING.
3. TREE PITS SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE PLANT's ROOT BALL .
4. WATER SHALL BE APPLIED AS REQUIRED TO MEET SOIL CONDITIONS THROUGHOUT CONSTRUCTION AND WARRANTY PERIOD..
B&B TREES IN ALL SOIL TYPES
N.T.S.
QTY.
KEY
BOTANICAL NAME
COMMON NAME
SIZE
TYPE
REMARKS
TREE
4
PLANTING
AL
fl F
SCHEDULE
AMELANCHIER LAEVIS
ALLEGHENY SERVICEBERRY
1 1/0 CAL
B&B
PLANT AS SHOWN (20'HT-15'W)
2
PC
PYRUS CALLERYANA
ARISTOCRAT PEAR
2" CAL
B&B
PLANT AS SHOWN (30'HT-20'W)
32
PS
PILAUS STROBUS
EASTERN WHITE PINE
V-6' HT.
B&S
PLANT AS SHOWN (50'HT-40'W)
8
TO
THUJA OCCIDENTALIS, VAR.
DARK AMERICAN ARBORVITAE
5'-6' HT.
B&B
PLANT AS SHOWN (10'HT--4'W)
9
IC
ILEX CRENATA
JAPANESE HOLLY
2e HT
B&B
3.0' O.C.
GRAPHIC SCALE
40 0 20 40 80
(INS)
1 inch = 40 ft.
Tel. 860.291 •8755
� Fax 860.291 • 8 7 ,�7 ������� � n nn
esign ww
rofessionals, inc,- DESIGN.• RLB DRAWN.• MHA CHECKED.- RLB
civil engineers • planners surveyors
landscape architects • gis • gps JOB NO.: 2140 DATE.• 6113/05
165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: J0851214012140-L 1.DWG
NOTES:
1. PROPERTY IS IN ZONE I - INDUSTRIAL ZONE.
2. ALL IRON PINS AND MONUMENTS FOUND OR SET ARE DEPICTED HEREON.
3. FLOOD ZONE TAKEN FROM FIRM COMMUNITY PANEL 09GJ36 0001 D MAP REVISED
FEBRUARY 23, 2001
MAP REFERENCES:
1. TOPOGRAPHIC PLAAKI r'ESUBDIVISION PROPERTY OF ANDRE L. CHARBONNEAU &
ANDRE K. CHARBONNEAU, 125 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT. SCALE
1"=40', DATE 4-13-87, REV. 2-11-88, SHEET 4 OF 11. BY PALMBERG & RUSSO.
2. SUBDIVISION PLAN RESUBDIVISION PROPERTY OF ANDRE CHARBONNEAU SOUTH
WINDSOR, CONNECTICUT OWNER - DEVELOPER ANDRE L. CHARBONNEAU & ANDRE
K. CHARBONNEAU i25 EDWIN ROAD SOUTH WINDSOR, CONNECTICUT SCALE 1"=40',
DATE 1-10-95 SHEET 2 OF 3 BY J.R. RUSSO & ASSOCIATES.
3. GAS EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTICUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE, SANDRA DRIVE SOUTH WINDSOR, CONNECTCUT
SCALE: 1"=40' MARCH 1988 MAP No. NG5E8017 DATE: 4-13-87 SHEET 1 OF 2 BY
PALMBERG & RUSSO.
4. ELECTRIC EASEMENT MAP SHOWING EASEMENT AREA TO BE GRANTED TO THE
CONNECTCUT LIGHT & POWER COMPANY ACROSS PROPERTY OF ANDRE
CHARBONNEAU KIMBERLY DRIVE SANDRA DRIVE SOUTH WINDSOR, CONNECTICUT
SCALE: 1 "=40' FEBRUARY 1988 GRID No. E•-N-K04D4-0895 SC. '_E: 1 "=40' DATE:
02-25-88 SHEET 1 OF 2 BY PALMBERG & RUSSO.
5. PROPERTY LAYOUT PROPERTY OF PETER DUNN & MELVIN J. BARON 1149 JOHN
FITCH BLVD U.S. RT. #5 SOUTH WINDSOR, CONN. DATE: 12-3-73, REV. 12-18-73
SCALE: 1 "=40' BY MORTON S. FINE & ASSOCIATES
PREPARED FOR: SHEET
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PROJECT TITLE I
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Orlando Annulli
and Sons, Inc.
147 HALE ROAD MANCHESTER. CT
TEL(860)644-2427 FAX(860)6444W5
REVISILyS
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PROJECT NO.
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SCALE
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DATE ro-1 —05
DRAWN BY
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CHECKED BY
DRAWING TITLE
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