HomeMy WebLinkAbout01-09P_TOTAL FITNESS, INC._NUTMEG ROAD SOUTHJL & JL %MOP 0
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esig ■
rofessionals, inc.
Civil Engineers • Planners • Surveyors • CIS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
NOTES:
THESE DRAWIN65 ARE THE PROPERTY OF DE516N PROFESSIONALS, INC., AND HAVE SEEN
PREPARM;> SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BL USED FOR ANY OTHER PURP05E OR SY ANY OTHER PERSON OR PER5ON5 NOR
REFROaUGED IN ANY MANNER WITHOUT THE EXPRE-55 WRITTEN PERMISSION OF DESIGN
FROFE55IONAL5, INC.
^V
THESE PLANS ARE INVALID UNLESS THEY SEAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULA"IIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
-TO--THE BEST--z-
RICHAR" .NOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
D P.MARTEL LIC. No.
OWNER
HALE REALTY, LLC, ET AL
275 NEW STATE ROAD
MANCHESTER, CT 06040
TEL. (860) 647-9798
59-
•� i
TOWN OFS(GIMI
wr�w
APPLICANT
NUTMEG ROAD SOUTH, L.L.C.
22 CHAPEL ROAD
SOUTH WINDSOR, CT 06040
TEL. (860) 291-9460
FAX (860) 291-9952
�UALZ,<O> h`r-1".Z00`
TENANT
TOTAL FITNESS, INC
279 NUTMEG ROAD SOUT)01 01 am
SOUTH WINDSOR, CT 06074 C)
TEL. (860) 291-9460
FAX (860) 291-9952
11 MAP LOT N/F ABUTTER LIST fl
47
2
100 CORPORATE DRIVE
CONNECTICUT AVENUE ASSOCIATES, LLC
WINDSOR, CT 06015
127
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, CT 06040
128
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, Cr 06040
59
3
611 DOVE STREET
MAY DEPARTMENT STORES
Sr LOUIS, MO 63f01
60
9A1(A)
PO BOX 300
OSPREY ASSOCIATES
MANCHESTER, CT 06045
60
9 (B)
PO BOX 300
TALBOT, ROGER W.
MANCHESTER, CT 06045
17
100 CORPORATE DRIVE SUIT fO4
NUTMEG ACOUISITION CORPORATION
WINDSOR, Cr 06095
18
611 OLIVE STREET
MAY DEPARTMENT STORES
ST. LOUIS, MS 63101
19
f00 CORPORATE DRIVE SUIT 104
NUTMEG ACQUISITION CORPORATION
WINDSOR, CT 06095
20
611 OLIVE STREET
MAY DEPARTMENT STORE
ST. LOWS, MO 63101
21
611 OLIVE STREET
MAY DEPARTMENT STORE
Sr LOUIS, MS 63101
29
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, Cr 06040
30
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, CT 06040
I
31
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, CT 06040
32
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, CT 06040
33
275 NEW STATE ROAD
HALE REALTY, LLC
MANCHESTER, Cr 05040
1
2
3
3A
Lm >r
APR 5
D CAI CONSTRUCTION CO., INC. L1
48 Stock Place
MANCHESTER, CONNECTICUT 06040 Al —2
(860) 647-7544
Zoning Data Block
ZONE: INDUSTRIAL (1)
ITEM
REQUIRED/ALLOWED
PROVIDED
Lot Area
20,000 s.f. min.
86,188 s.f.
Lot Width
100 ft. min.
210 ft.
Lot Depth
150 ft. min.
248 ft.
Lot Coverage
50% max.
15.2%
Impervious Cov.
65% max.
38.8%
Building H..; ,h+
AA t+
I cTnov
Bidg. Stories
2 max.
1
Front Yard
35 ft. min.
36 ft.
Rear Yard
25 ft. min.
59.6t ft.
Side Yard
10 ft. min.
16 ft.
PARKING REQUIREMENTS:
WAREHOUSE 1 SPACE PER 1250 S.F.
OFFICE 4-1/2 SPACES PER 1000 S.F.
RECREATION 1 SPACE PER 250 S.F.
WAREHOUSE 8056/1250 = 6.44 SPACES
OFFICE 2146*4.5/1000 = 9.65 SPACES
RECREATION/DISPLAY 2560/250 = 10.24 SPACES
26.33 SPACES — 27 SPACES REQUIRED
PROVIDED
23 SPACES REQUEST WAIVER FOR 4 PARKING SPACES.
WAIVER GRANTED BY PZC
v■ 05Mi. ■ go
COVER SHEET
PLOT PLAN
TOPOGRAPHI C
TOPOGRAPHIC
N KEY MAP
PLAN
PLAN (20 SCALE)
SOIL EROSION &
SEDIMENTATION CONTROL
DETAILS
PLANTING PLAN
ARCHITECTURAL PLAN
F: \JOBS\I424\I424-1 ANg
Lo • .,
%
o.
1?EV15ED APF . - 5, 2001
DATE: JANUA,�..Y 25, 2001
SHEET I
" Than 049soutA ?Au�
i� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 05074
a
rye AREA CODE S60 r 614-2611
�aa•G�r
March 30, 2001
Certified #P462497989
Design Professionals
Attn: Peter DeMallie
165 South Satellite Road
South Windsor, CT 06074
RE: Appl. 4101-09P, Total Fitness Corporate Jeadquarters, easterly of Nutmeg Road
South, (Assessor's Map #60, Parcel #32), 1 zone
Dear Mr. DeMaliie:
At the March 21, 2001 regular meeting, the Inland Wetlands AgencyJConservation
Commission approved application #01-09P -'Total Fitness Corporate Headquarters -
Nutmeg Road South LLtr.; Nutmeg Road South. Inland Wetland/Conservation
Commission application for the location of a warehouse/ounce Uutru111161 parrung>
stormwatcr structures, and associated improvements on property located easterly
of Nutmeg Road South (Assessor's Map #60, parcel #32), 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 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
rPAI tirP.r71 P.1'it.
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 March 21, 2006. It is the
landowner(s)/applicant(s) responsibility to tack 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.
4. A contact person shall be identified on the plans.
5. We recommend a bond in the amount of $3,000 be submitted to the
Planning & Zoning Commission to ensure compliance with the Erosion
and Sedimentation Control Measures and establishment of the plantings
;I and swale.
6. Additional habitat plantings to be planted along the southern portion of
the property adjoining the limit of clearing. Tile plantings will be
1_...1,- t: ,. t .i tvcx>n Anff nrinr to the issuance of a
deterirtiitcu uy arc wpp,... - a^- r
building permit.
Very truly yours,
INLAND WETLANDS AGENCY/
r.nnrc+rnvnTti'lN �(11U1MiCCinN
' �a...nA.r•, jd tr,
Elizabeth Warren, Chairperson
EW:dr
cc: Chief Building Official
Town Engineer
Tntal Fitness Corporate Headquarters
ot-j�_{/,''�.7-�. /�./J9z
w 1640 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. OW74
AREA CODE also 1644-2511
April 9, 2001
(:ERTIFIED 1VIAIL
REVISED
Total Vitrvess for Nutmeg Rd. South, LLC
22 Chapel Road
South Windsor, CT 06074
Dear Mr. V;iles:
Re: App101-OP, Total Fitness Site PIan and Special Exce)ttion to Article 6.1.39
We are pleased to advise you that the Planning & Zoning Commission voted on March 27, 2001 to approve
with ramifications the above referenced application for a Site Plan of Development and special Exception to
Section 6.1.3.9. to allow indoor recreational activities.
This approval is for the construction of an approximately 11762 sq. $, building on property located at 274
Nutmes Pd. South, I zone as shown on plats prepared by 0csign Professionals, Inc., Job No 1424 and dated
1)2510l as revised. This approval is subject to the following modifications:
1. Prior to commencement of any site work, a meeting must behold with Town Stab:
2- No building permit will be issued until the final mylars have been filed in the Town CierYs office.
3. T w applieWon is subject to the conditions of appraal of the Inland Wetlands Agency/Conservation
Commission, including a bond in the amount of $3,000.
4, An gas -built plan is required prior to issuance of a Certificate of 0ecupancy per Section 9.1.10 of the Zoning
Reguktions.
5. Footing drains arc required if the building Iran a basement.
6. A Undscapo bond in the amount of $3,000 is required and must be submitted prior to filing of nrylats.
7. All plans used in the field by the developer must bear the stamp and authorized signatm of the Town of
South. Windsor.
8. WPCA approval is requbed.
9. AIDRC recommendations must be incorporated into the final plans.
10- Engineering comments of 3/19/01 must be addressed to the Town Engineers satisfaction.
11. A waiver has been granted for 4 paddlig spaces.
12. Hours of operation for recreational activities open to rho public must take place between the hours of8 a.m.
and 9 p.m.
Black sod white transparent mylars of Sheet #2 with the above modifications, togcd=with three blueprint
copies of the entire set of plums 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/Conscrvalion Commission
must be reproduced on the mylats.
Auer the Commission has signed the mylam, they will be retamed 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 crcception
will take effect upon filing,
very truly yowl,
r
Walter J. Mealy, (Amimtan
Planning and Zoning Commission
w>wctif
cc: Town lingineer
Chief Building 0flimal
Assessor
superintendent of Pollution Control
Firo Marshal
Dmign Professionals, Inc.
ASSESSORS 00P 60
LOT 17
N/F
NUM EG
ACQU/S/T/ON CDRP.
I
4
ASSESSORS 4010 60 /I
ll i t® I�/ / 4
LDT 1.7
N/F ll i! q A',
SW29C /NW-57l1EN7- CO. � Iva,
/ 1%
25' STREET TREE EASEMENT
N FA FOR OF THE TOWN OF
>OUTH W/NDSOR
20' SANITARY SEWEfi' EASEMENT
IN FA FOR OF THE TOWN OF
gn11TH WINDSOR
UMIT OF
UPLAND
l L ll ' 3� ° \� AREAW
78"
N /,_IN 4,
:i
r 45
12" WATER MAIN / "'oh a �►
/i /k� O S /t-<-Z47 LR=355.00 r/ \I
L=125.46
R=4/60
L 2.78
-If= .70 r
pc16*06.3
i `
L k
15" RCP /
`v
11011
H
LIMIT OF
U
S REVIEW
i
���---�CL&P
6
II LOT 7
MAIL
BOX N/F
I! HALE REAL 7Y LL C.
II 41
oq
OWNER
HALE REALTY, LLC, ET AL
275 NEW STATE ROAD
MANCHESTER, CT 06040
TEL. (860) 647--9798
APPLICANT
NUTMEG
ROAD SOUTH, L.L.C.
22 CHAPEL ROAD
SOUTH
WINDSOR, CT 06040
TEL.
(860) 291-9460
FAX.
(860) 291-9952
CONTACT
James D. Aldrich
Aldrich Construction Company, Inc.
A O C4....1, 01-cc
40 '310cr% I im W
Manchester, CT 06040
TEL (860) 647 7544
FAX. (860) 645 0138
x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
li
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
o
INFORMATION. ALL EXISTING UTILITIES SHOULD
4
4/25/01
new approval letter
RA
BE FIELD VERIFIED PRIOR TO CONSTRUCTION,
N G7
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
4/17/01
approval letters
RA
BY A LICENSED LAND SURVEYOR PRIOR TO
2
3/14/01
TOWN COMMENTSS
SB
CONSTRUCTION.
3, THIS PLAN IS INVALID UNLESS IT BEARS THE
1
3/os/o1
rowN COMMENTS
sB
NO.
DATE
DESCRIPTION
BY
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
WY
119
W.F.
120
W.F.
118,
W.F.
117
PROPOSED BUILDIN,iG
r
N/F
HALE REALTY LLC.
TOP OF
BANK
NJ.F,
102
W.F.
214
/ F /
/ 215
i /
BANK
/ W.F.
21s
W.F.
7 SWALE PLANTINGS
SEE RIPARIAN ZONE PLANTING DETAIL
X 104 W.F. /
�, ✓ '` b / / 218
N B J
P o es
R 6 sp es 3
1 112 W.F. /
b
W.F. O /
113
C 1N.F. / \
W.F. 106 /
110
tt ' W.F. /
1 I W.F.
109 V /3
WY
10 O �� N
V h �v�
W.F. W.F.
1 W.F. 108
Q.-
o
ROGER `Y TALBOT
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 - "STANDARDS FOR SURVEYS AND MAPS IN THE
STATE OF CONNECTICUT" AS ENDORSED 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.
W.F.
-219
W.F.
W.F.
221
W.F.
222
AREA OF PARCEL �. LOT 5
86,188t S.F. cU/
1 ' 1.97 Ac , N/F
HALE REAL T 1' LL C:
J /
D
O
/ O
GRAPHIC SCALE
40 0 20 40 t�
( IN FEET )
1 inch = 40 ft.
0
vH
0
O
O
CONSTRUCTION SCHEDULE
DUMPSTER PAD (10' x 10') & ENCLOSURt (Stt. Ut IAILS)
BITUMINOUS CURB
15' x 20' SETTLING BASIN (SEE DETAIL)
1' HIGH STONE BERM (TYP.) (SEE DETAIL)
DRAINAGE SWALE (SEE DETAIL)
BOLLARD (SEE DETAIL)
TREES TO BE INSTALLED PER SUBDIVISION PLAN (ACER RUBRUM) (BY OTHERS).
/ncn LIlA TT�
WALL PACK LIGHTING (Lw vvm 1 I
SIGN TO BE RELOCATED FROM 279 NUTMEG ROAD SOUTH
WALL PACK LIGHTING (150 WATT)
LIGHT POLE ALDRICH CONSTRUCTION CO., INC.
48 Stock Place
MANCHESTER, CONNECTICUT 06040
(860) 647-7544
860.291.8755
■
esign rofessionals, inc.
0. Civil Engineers • Planners • Surveyors • CiS
165 south satellite road • south windsor • connecticut 06074
PLOT PLAN
DESIGN. RA DRAWN.• RA CHECKED. GBS
IoB No.: 00-1424 DA TE,• 1-25- 01
DRAWING NO.: F.• /JOB/1424/1424-SH2
sow" �4
sou V V&1..45.& V
4 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
a,�rr� TELEPHONE (860) 644-2511
March 22, 2001
Design Professionals
165 South satePite Road
South Windsor, Cr 06074
Attn: Ga1cn Scmprcbon
RE: Total Fitness Corp.
Dear Mr. Semprebon
The south Windsor Water pollution Control Authwr4, at its regular abct5og of Match 13, 2001, gave
approval for the connection of a commercial building to the Town's sewerage system located At Nutnog
Road South. as more specifically shown on Drawing No.1 onfided "Site Plan of Development', Dmwing
No. 2 erditied "Plot Plea, and Drawing No. 3 erdtled "Topographic Plan" prepued by Design
Professionals, Inc., South Windsor, Cr.. Project No. 00.1424, Dated 1-25-01, with no revisions and subject
to the following conditions
1. Any changes made to the map that affect the sewer line will require the applicant to return io the
WPCA for further approvaL
2. Subject to the approval of the Town of South Windsor Planning and Zoning Commission-
3. A cofi iec6oa charge in the tunount'of $2,540 based on 1 acre is Payable at the time the pewit is
. issued.
4. Subject to the technical approval of the Town of South Windsor Engineering DePwbrtent
5. Final Authority approval and acceptance of the sanitary sewerage amncchon will be given once the
sewer Ime has been insbdled and ingsectedby the Town staf9l; and based u the writkn verification
ofthe Town staffthat said Sanitary sewer tile was installed in rAmUtdial cond'ou nmoc with the design
plans previously approved by the Authority, and meeting all Town regulations and appropriate
technical speed cations relating to sanitary sewer cOnstr IMM.
This approval letter 1m»x be sups kVosed on the roar approval plans.
very truly yours,
Tt,o q '3 L'frairrnan
Water Pollution Quitrot Authority
TfUd
CC: Matthew Galligan,Town Manager
Michael Jr. Gantick, Durecinr of Public Wodts
Jerry Iaacetta, Town Engineer
Marcia Banacb, Director of Planning
John Collins. Chief Brdiding Inspector
Total Fitness Corporation
LEGEND -
0
IRON PIN TO BE SET (By Others)
EXISTING IRON PIN
a
MONUMENT TO BE SET
■
EXISTING MONUMENT
e
EXISTING UTILITY POLE
CO..)
PROPOSED UTILITY POLE
_ =
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
PROPOSED STORM MANHOLE
= s� =
EXISTING SANITARY MANHOLE AND PIPE
- --
DpnpOSED CANITARY MANHOLE AND PIPE
1 .1-1
.rY 0
PROPOSED WATER MAIN AND HYDRANT
®
DUMPSTER PAD
ROOF LEADER
- S -
SANITARY LATERAL
- w -
WATER LATERAL
-3-340--
EXISTING CONTOUR
--}-
PROPOSED CONTOUR
X61,95
EXISTING SPOT GRADE
76.4
PROPOSED SPOT GRADE
CIIRFA(.F DRAINAGE FLOW DIRECTION
-- --
REGULATED AREA
-
INLAND WETLANDS
- - - - -
SILT FENCE
- -
CONSTRUCTION LIMIT
DRAINAGE SWALE BOTTOM
DRAINAGE SWALE TOP
MAP REFERENCES:
1. CONSTITUTION LANDING PREPARED FOR HALE REALTY, LLC.
NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TALBOT
LANE SOUTH WINDSOR, CONNECTICUT SCALE 1 "=100' DATE
8/99 REV. TO 6-12-00 SHEETS 3 AND 4 OF 8.
2. PROPOSED SANITARY SEWER INSTALLATION PREPARED FOR HALE
REALTY, LLC NUTMEG ROAD SOUTH - SOUTH WINDSOR, CONNECTICUT
Z) .intern nAI oI AAIC nATCrl 17_nn ql-IEFT 1 nF 1
SCALE - - IVVICV VIv rt_t•%Iva r. viw
BY MESSIER & ASSOCIATES, INC.
NOTES:
1. THIS MAP IS DEPENDENT ON THE MONUMENTATION FOUND IN THE FIELD
AND THE MAP REFERENCED HEREON.
2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
3. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE #1 AND BASED ON MDC
DATUM.
4. VERTICAL DATUM BASED ON A BENCH MARK SUPPLIED BY MESSIER & ASSOCIATES.
5. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT WAS FIELD VERIFIED BY
DESIGN PROFESSIONALS, INC.
6. WETLANDS DETERMINATION TAKEN FROM MAP REFERENCE #1.
7. LOCATION OF PROPOSED SEWER TAKEN FROM MAP REFERENCE #2.
8. AREA OF PARCEL IS 86,188f S.F. 1.97 Ac.
9. PARCEL IN AREA "C" (AREA OF MINIMUM FLOODING) PER
FIRM COMMUNITY PANEL # 090036 - 0007B DATED MAY 1, 1980
10. DRAINAGE RIGHTS TO BE ACQUIRED. (SEE PLANS).
11. MONUMENTATION TO BE INSTALLED BY OTHERS. (BY SUBDIVIDER).
Dependent Resurvey Prepared for: SHEET
Nutmeg Road South LLC.2
2,7,4 Nutmeg I�.Old �o���
O
South Windsor CC®>mml�e��ns�t>r ---- �
18" RCP
TF 75.5f
INV 62.27
s
ASSESSORS IVAP 60 /
/
% /CL&P
LOT /9 4
Ir l o.' LOT 5
"/F l I I N F
SWOC /NI/ESTil1ENT CD. ! 7P �$ '
o ! t
i AV ./ ! r I25• STREE! TREE EASEMEWT HALE REALTY LLC.
v l r IN FAVOR bF TYE TOWN 6,F 71$
SOUTH WJ DSOR
P. + + 72
/ 1 20' SAN/7`� RY $EWER EAS MENT I I
l / 1 /N FA VOR OF E TOWN F
/ I I
I
souTt/ WINDso� I +
LIMIT bF
3`
I AREA10
co
75.93r + 101
�7 O ' ' �' / / +r TOP OF �0 \
ilf 7►8
M '' �' 8b r 7� 7� f / W.F.
EXIST. SMH / ' j I rr 76. 68.A 214
TF INV761 3 % �' Q� �' 65, PR POSED B r ILDI r �'� /
l Q r / I
Tr2 INV. + FF 77.0/ :� 71.9
763 / 1.5� / e ,' ! / /2i5 /
12" WATER MAIN . i :f f % S
ASSESSORS h/AP 60 _ s -
L OT %% R -3 ,5.0 / / / I X 5s 75. 6 po /' TOP OF
L-12 46 � '• '
T-63.39 / // 7 s / '� ' Nr
NSF , �=20•1 •�5�» �
// / W.F.•
R=34o'DO i / / / / 73.5 73.0 " 21s / x 71.00 deW.F.
s
Nl1Til�1EG , ' L 2.78 - - - - -- N f
i4'�.70 / //•d
ACOU/S/T/ON CORP. � Q�16*06'31" /� / � � ' �/ / � 7 /
L--- -- --_- / `� K H 7. K r102r
W.F.
�: / � ✓ � ��,/ � ...::'69. 7 SWALE PLANTINGS
,/ L i ' k' - - - - - - - x (}� ^. . SEE RIPARIAN ZONE PLANTING DETAIL
g
/ 15" RCPi -An,,d� l l ,r 74 a ��„ t'� 104 wk.10
/
co
6 SP219
68
' ..LIMI OF, / / �71.3 .3 7 ,6 69.9 1 5
' 1_ TF 76.5f REl E4Y0 '/ 12 7t /�
S INV 60.23 REA 11i �/ 220
O 113 \
7a
c W.F. ts9.
/ , , , W.F.
X 71} W.F. 11 D 106 21
114
® r
6 / / / \ W. c� V
7 / rj jj \ 10 J /�`
CONSTRUCTION SCHEDULEW.F. X 69.54 W.F. /� d
A DUMPSTER PAD 10' x 10' & ENCLOSURE SEE DETAILS ' , - - /' W.F. 17 115 108
O ( > C � 7�1 � m
W.F.
222
LEGEND
0
IRON PIN TO BE SET (BY OTHERS)
•
EXISTING IRON PIN
a
MONUMENT TO BE SET
■
EXISTING MONUMENT
-�
EXISTING UTILITY POLE
`b
PROPOSED UTILITY POLE
_ =
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
�=
PROPOSED STORM MANHOLE
_ =
EXISTING SANITARY MANHOLE AND PIPE
PROPOSED SANITARY MANHOLE AND PIPE
BYO
PROPOSED WATER MAIN AND HYDRANT
®
DUMPSTER PAD
ROOF LEADER
- S -
SANITARY I ATFRAI
- W -
WATER LATERAL
--33v--
EXISTING CONTOUR
-EaZD-
PROPOSED CONTOUR
X61.95
EXISTING SPOT GRADE
75.4
PROPOSED SPOT GRADE
SURFACE DRAINAGE FLOW DIRECTION
- -
REGULATED AREA
INLAND Wt ILANOS
- - - - -+
SILT FENCE
- -
CONSTRUCTION LIMIT
EXISTING TREE LINE
PROPOSED TREE LINE
DRAINAGE SWALE BOTTOM
DRAINAGE SWALE TOP
OB BITUMINOUS CURB v 11 Box Lv� ?.�
LIGHT JJ N/F W.F.6P /
POLE �I / 118
c I HALE REALTY LLC. Z 6�3 MAP REFERENCES:
O 15 x 20 SETTLING BASIN (SEE DETAIL) � AREA OF PARCEL �
OD N ' LOT 5 1. CONSTITUTION LANDING PREPARED FOR HALE REALTY, LLC.
1 HIGH STONE BERM (TYP.) (SEE DETAIL) �' ` 86,188t S.F. ��NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TALBOT
1.97 Ace. N/F LANE SOUTH WINDSOR, CONNECTICUT SCALE 1 =100 DATE
TDRAINAGE SWALE (SEE DETAIL) W.F. �,�,5 a 8/99 REV. TO 6-12-00 SHEETS 3 AND 4 OF 8.
HALE REALTY LLC.
O p� 2. PROPOSED SANITARY SEWER INSTALLATION PREPARED FOR HALE BOLLARD (SEE DETAIL) / / REALTY LLC NUTMEG ROAD SOUTH - SOUTH
> 0 TH WINDSOR, CONNECTICUT
x.1 / SCALE - AS NOTED ON PLANS DATED 12-00 SHEET 1 OF 1
G TREES (ACER RUBRUM) PER SUBDIVISION PLAN ACTUAL LOCATION TO BE DETERMINED W.F. / /
O /
BY MESSIER 8c ASSOCIATES, INC.
(MUST BE INSTALLED OUTSIDE SANITARY EASEMENT) NOTES:
�H MEDIUM BASE HIGH PRESSURE SODIUM SECURITY LAMP ~�./ CONTACT 1. THIS MAP IS DEPENDENT ON THE MONUMENTATION FOUND IN THE FIELD
/
„ AND THE MAP REFERENCED HEREON.
O SANITARY LATERAL 86 N6 PVC ®11.7% ` ,lames D. Aldrich
' / i/ Aldrich Construction Company_, Inc. 2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HF_R_Fn_N__
INFILTRATION SWALE SET TOP OF SWALE @ ELEV. 76.0 % 48 Stock Place
O / Manchester, CT 06040 3. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE #1 AND BASED ON MDC
BOTTOM OF SWALE ® ELEV. 74.5 `� / TEL 860 647 7544 DATUM.
FAX. (860) 645 0138
O ROOF LEADER (TYP) / 4. VERTICAL DATUM BASED ON A BENCH MARK SUPPLIED BY MESSIER & ASSOCIATES.
4 OWNER 5. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT WAS FIELD VERIFIED BY
O EARTHEN DRAINAGE BERM (SEE DETAIL) / HALE REALTY, LLC, ET AL DESIGN PROFESSIONALS, INC.
SET TOP OF BERM Q ELEV. 75.8 / 275 NEW STATE ROAD
MANCHESTER, CT 06040 6. WETLANDS DETERMINATION TAKEN FROM MAP REFERENCE #1.
O EARTHEN DRAINAGE BERM (SEE DETAIL) �t/�c- TEL. (860) 647-9798
SET TOP OF BERM Ca? ELEV. 76.0 7. LOCATION OF PROPOSED SEWER TAKEN FROM MAP REFERENCE # 2.
clr_nl Tn RI- Dr -I n(-ATF-n I=Dr)NA 0-70 NII ITAA�(-_ rnAn cnl ITu ROGER `Y TALBOT "�` APPI ir'eMT 8. AREA OF PARCEL IS 86,188f S.F. 1.97 Ac.
� \�JIIIIV 1\J LLVVV� 1\/l1l-L/ 1 I.IVI ,� IVIIIIVILV I.VnIJ III NUTMEG ROAD SOUTH, L.L.C. 9. PARCEL IN AREA "C" (AREA OF MINIMUM FLOODING) PER
T WALL PACK LIGHTING (150 WATT) ` SOUTH CHAPEL
HAP R, COAINDST06040 FIRM COMMUNITY PANEL # 090036 - 0007B DATED MAY 1, 1980
O APR TEL. 860 291--9460 10. DRAINAGE RIGHTS TO BE ACQUIRED. SEE PLAN) 2 7 RCC'0 LIGHT POLE �� TEL. (860) 291-9952 11. MONUMENTATION TO BE INSTALLED BY OTHERS.BY SUBDIVIDER) ALDRICH CONSTRUCTION CO., INC.
O RETAINING WALL TO BE DESIGNED AS PART OF BUILDING PERMIT. 4RStockplace
MANCHESTER, CONNECTICUT 06040
(860) 647-7544
o n x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 860.291 • 8755 Dependent Resurvey Prepared for: SHEET
III LOCATIONS T SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS TI UT" AS ENDORSED
STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN ■
INFORMATION. ALL EXISTING UTILITIES SHOULD THE STATE OF CONNECTICUT" A5 ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. GRAPHIC SCALE ■ �j Qpppp�p� p�p�
N°N' BE FIELD VERIFIED PRIOR TO CONSTRUCTION. AND CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND VERTICAL ACCURACY CLASS T-2. 40 n zo an an �C�iiii N�rtmpo� Rnad
-- - �I/�I■ ■ ■ s T %.E6iLLw,b i Vii6.s VVKf.LA[ AwfL./V1
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD 3 4-25-01 town comments RAofessionals �n�
BY A LICENSED LAND SURVEYOR PRIOR TO TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ( IN FEET) , DESIGN. I?A DRAWN.• RA CHECKED: GBS 2,74 Nutmeg Road South
CONSTRUCTION. 2 3/14/O7 TOWN COMMENTS SB ■ av
IMPRESSION
THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/8/01 TOWN COMMENTS SB 12882 1 inch = 40 ft. Civil Engineers • Planners • Surveyors ' CIS 1IoB NO.: 00-1424 DATE.• 1-25-01
IMPRESSION SEAL AND ORIGINAL SIGNATURE � ,ram
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION By RICHARD P. MARTEL LIC. No. 165 south satellite road • south windsor • connecticut 06074 DRAWAf,' Nn.- F• /./f-IR/i-d2.d/1d2.d-S'f-/3 South Windsor Connecticut
MAP REFERENCES:
1. CONSTITUTION LANDING PREPARED FOR HALE REALTY, LLC.
NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TALBOT
LANE SOUTH WINDSOR, CONNECTICUT SCALE 1 "=100' DATE
8/99 REV. TO 6-12-00 SHEETS 3 AND 4 OF 8.
2. PROPOSED SANITARY SEWER INSTALLATION PREPARED FOR HALE
REALTY, LLC NUTMEG ROAD SOUTH - SOUTH WINDSOR, CONNECTICUT
SCALE - AS NOTED ON PLANS DATED 12-00 SHEET 1 OF 1
BY MESSIER & ASSOCIATES, INC.
NOTES:
1. THIS MAP IS DEPENDENT ON THE MONUMENTATION FOUND IN THE FIELD
AND THE MAP REFERENCED HEREON.
2. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
3. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE #1 AND BASED ON MDC
DATUM.
4. VERTICAL DATUM BASED ON A BENCH MARK SUPPLIED BY MESSIER & ASSOCIATES.
5. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT WAS FIELD VERIFIED BY
DESIGN PROFESSIONALS, INC.
6. WETLANDS DETERMINATION TAKEN FROM MAP REFERENCE #1.
7. LOCATION OF PROPOSED SEWER TAKEN FROM MAP REFERENCE #2.
8. AREA OF PARCEL IS 86,188t S.F. 1.97 Ac.
9. PARCEL IN AREA "C" (AREA OF MINIMUM FLOODING)
FIRM COMMUNITY PANEL # 090036 - 0007B
10. DRAINAGE RIGHT TO BE ACQUIRED.
11. MONUMENTATION TO BE INSTALLED BY OTHERS.
O
0
0
0
O
O
O
O
CONSTRUCTION SCHEDULE
DUMPSTER PAD (10' x 10') & ENCLOSURE (SEE DETAILS)
BITUMINOUS CURB
15' x 20' SETTLING BASIN (SEE DETAIL)
1' HIGH STONE BERM (TYP.) (SEE DETAIL)
DRAINAGE SWALE (SEE DETAIL)
BOLLARD (SEE DETAIL)
J I/ / r IN f A VUK P/- I NL / U WN Us - 74
SOU TH WInrDS0M ,
// 11 P. 20' SA NI 44 R Y .SEWER EA SEMEN T
i JJ l .
! I 11 l IN FA VOR,' OF TkE- TOWN CIF
SOU TH WXNOSOI�%
li �A, JI 11 ,l i ,�� l __- `\ i IAAIT Cl
X�� 2� UPLAND
REVIEW
AREA ,
' li 11 lV/70
cv ' ,X j 7 5.9,30
\
S
,y
/ r
EXIST. SMH
TF 74.9-I- 6.5 r
INV 61.3, ►I % ,� / _ _ ,�� PRbPOSED BUILDN"t
DATER MAIN
R=355.00' //
L-125:46
T=,6 3.3 9 // ;
0 = 2 0 °14r 54-
R=3 0,:00
L�92:78 r
T/=446.70
16 06 31,,
/,,30L 8c�2.
UPLAND
76.5± REVIEW
\/ r-n n7 A rn,f-A
I V CCU. GJHt~Ctf-� v'
TREES (ACER RUBRUM) PER SUBDIVISION PLAN ACTUAL LOCATION TO BE DETERMINED
(MUST BE INSTALLED OUTSIDE SANITARY EASEMENT)
WALL PACK LIGHTING (250 WATT)
SANITARY LATERAL 86'N8" PVC @ 11.7%
INFILTRATION SWALE SET TOP OF SWALE @ ELEV. 76.0
BOTTOM OF SWALE @ ELEV. 74.5
ROOF LEADER
EARTHEN DRAINAGE BERM (SEE DETAIL)
SET TOP OF BERM @ ELEV. 75.8
EARTHEN DRAINAGE BERM (SEE DETAIL)
SET TOP OF BERM @ ELEV. 76.0
SIGN TO BE RELOCATED FROM 279 NUTMEG ROAD SOUTH
WALL PACK LIGHTING (150 WATT)
LIGHT POLE
o p x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
PP
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
N o'
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.
NO. I DATE
r
r
r
r
r
4
r
W. F.
7,'2 117
r
r
W.F.
118 n
11 �
TOP OF I ��
BANK
6 8.88
SWALE PLANTI
SEE RIPARIAN
fell, ao--C�
o a
113
C I •7 3 X IN \
W. 69178
1� \
W 0 106
X 71.05 F.
114 a
W. F.
109
10 IV-
107
OWNER
/rr °� HALE REALTY, LLC, ET AL
7/0 \�� Q / / �J/ / 275 NEW STATE ROAD
X 69.54 / / MANCHESTER, CT 06040
W• F. 1 W. F W' F• / / / TEL. (860) 647-9798
11 115 108
IN. \ I APPLICANT
I NUTMEG ROAD SOUTH, L.L.C.
/ I 22 CHAPEL ROAD
SOUTH WINDSOR, CT 06040
'41(9 / 6 1 TEL. (860) 291-9952
O 0)
REVISIONS 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.
DESCRIPTION
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
BY I RICHARD P. MARTEL
12882
LIC. No.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
860.291.8755
■
esign
rofessionals, inc.
Civil Engineers • Planners • Surveyors • CIS
165 south satellite road • south windsor . connecticut 06074
TOPOGRAPHIC f°POGRAP IC PLAN
DESIGN.- RA I DRAWN.RA I CHECKED: GBS
✓o,6 No.: 00-1424 IDA TE: 1-25- 01
DRAWING NO.: F.• /J0B/1424/1424-SH3
LEGEND
®
IRON PIN TO BE SET
r
EXISTING IRON PIN
o
MONUMENT TO BE SET
■
EXISTING MONUMENT
EXISTING UTILITY POLE
`a
PROPOSED UTILITY POLE
_ =91-- =
EXISTING CATCH BASIN AND PIPE
=-=
PROPOSED CATCH BASIN AND PIPE
D0nDnQrn CTnPhA AAAI\lWr)l Fi� 1 1\VI VJI-V J,vl♦Iv. ,.,.., .,v,..�
_ =S =
EXISTING SANITARY MANHOLE AND PIPE
- -OS- -
PROPOSED SANITARY MANHOLE AND PIPE
\xYo
PROPOSED WATER MAIN AND HYDRANT
®
DUMPSTER PAD
ROOF LEADER
- S -
SANITARY LATERAL
- W -
WATER LATERAL
--358-
EXISTING CONTOUR
-f]90-
PROPOSED CONTOUR
x61.95
EXISTING SPOT GRADE
754
PROPOSED SPOT GRADE
SURFACE DRAINAGE FLOW DIRECTION
-- --
REGULATED AREA
.-
INLAND WETLANDS
- - - - -+
SILT FENCE
-- -
CONSTRUCTION LIMIT
EXISTING TREE LINE
PROPOSED TREE LINE
DRAINAGE SWALE BOTTOM
_ DRAINAGE SWALE TOP
ALDRICH CONSTRUCTION CO., INC.
48 Stock Place
MANCHESTER, CONNECTICUT 06040
(860) 647-7544
Dependent Resurvey Prepared for:
Nutmeg Road South LLC.
274 Nutmeg Road South
South Windsor
Connecticut
SHEET
5
CONSTRUCTION NOTES
1. 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. 18" RCP
2. ALL. EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
3. 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. S
4•. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
5j 1�
. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH 14SSZSSORS IWAP 60 &/
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. / O C L&P
6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY LOT 19 // j /
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
7 FRO?EN MATFPIAI CI-IAI I I\lr)T TO RE IIcEn G'nD C'II I MnD cuAl i rn I or ni Ar+cn nn nn\Ar,A..T�n Lv/ J
�cc FILL oc rLNI GLl V l VIVIrHI I CV ViV FROZEN N/F
GRCJND / �/ / 1
Es. COPI7RACTOR TO PERIODICALLY CLEAN CATCH BASIN SUMPS AS REQUIRED DURING CONSTRUCTION. I SW190 /N!/ESrA1E/VT CO. 7P �$ /V / F
-IINSFA OREOF r E TO�YNE�F 714 H.9LE fi'EALTY LLC.
SOUTH YY/r�OSOR.
20' SAAY7' I RY $EWER EAS�MENT I 12
1 r /N FAVOR OF 7HE TOWN F 1
/ 1 SOUTH WINDSO1r; + 1
� + UMIT OF '
_ 7 '` + RD
REVIEI ,
N i 4.v r/ \~ I /iREA
STO IL 75.9Y
^a, / %� 9 7 ` .I► ' ,+ TOP OF \
Maintenance and Operation: The following maintenance operations will be required \ �' , ,' ' / 8 , 7b 7� ♦ ♦ \ W.F.
to ensure the proper and efficient operation of the Storm Water Swale. The / �� / �� , ,r ' 76 ♦ / �, 6g•g 214
following maintenance schedule is intended to be a minimum guide, and PR POSED B ' ILDI `G 7,
additional inspections and maintenance measures may be required following large / r _ 7 Q Y
storm events that could cause the deposition of excess debris in the system. j` / (•� ° I j II I
r� l P 82 I // 71.9 r % F.
Pipe Outlet Locations: The pipe outlets and associated riprap shall be inspected + r / 06 /
annually and cleaned of silt and/or debris. The riprap shall be reshaped and 12" WATER MAIN j U a rs ,'
replenished as required. ASSESSORS IWAP 60 /�� °° /
/ / // C ' 75.
i
Pavement Sweeping: Parking areas shall be swept a minimum of once in the LOT 17 �/ N °o° °°o°° x 75�5�
Y N11F � /� ° a o° 0 ,' - H
spring, short) after the end of the snow season.
I
Swale: the Swale shall be inspected twice annually and all debris and ,' /:/ 7 9 ° °° �' - - 73.5 7 ao ,X 71.00 p01 _ / W.F. silt shall be removed. The discharge point from the swale shall be inspected /VUTWO �j / �/ H , 216
also, and all silt and debris shall be removed. All silt and debris shall be
disposed of at a suitable location. ACOU/S/T/O/V CORP.4. /
Sedimentation Basin: The Sedimentation Basin shall be inspected �i �, - - w.F.
/ g / e ` , t S 0. 5 17 SCALE PLANTINGS
annugllly. The basin shall be cleaned when the depth of material within / , 1 / J
the basin reaches two (9) fePt ""`'' 69'
\-, _� /' / �� L / ' / k' �- _ _ _ - - _ v X _ O ;' / SEE RIPARIAN ZONE PLANTING OFTAII_
/ J
/..
F.
15" RCP / �' 30'° C ,/ No .' X 71 8 a 71 104/ / / Wk.
/
N '
6 sip es 3 72
71.0
1.6C70.3 / 68.83 // W.F.
.- 71. 219
UMIT OF, �' , 71.18 70.3UP
REVkEW �' A 12 71 \ W.F.
f�REA �, 111 / < 220
fa i
3-0�� RCP -= - -- / 73 6
�/ . 'o
_.. r , 113
�-- 1 _ W.F. �'69. 8 66
106
110
X 715 W.F.
OL&P '� r os
' J -//
10
a a ) 7,4 r �' 76
' W.F. X 69.54 \ /
+ W.F. \ W.F. /
W.F. 1 115 108 /
LT 7'�
O
II MAIL ,`
LIGHT BOX N/F W.F.' 1 /
POLEI 118 / 1 62
+� HALE REALTY LLC. 694`
3
II AREA 4F PARCEL � / LOT 5
86 188f S F
W.F.
221
CONSTRUCTION SEQUENCE 1.97 AC N F
1. CONSTRUCT AND STABILIZE SWALE PRIOR TO CONTRUCTION OF STORM DRAINAGE SYSTEM. w.F.68 / 92
NO STORMWATER SHALL BE DISCHARGED TO THE SWALE UN11L THE SWALE IS STABILIZED. 719 ��ZI HALE REALTY LLC.
AT A MIMINUM, THE SWALE SHALL BE STABILIZED WITH LOAM AND SEED, OR EROSION CONTROL MATTING.
2. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN.
3. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD. W.F. ' X/669.12
/
4. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATIONS AS SHOWN ON 120 /
THE PLAN. RING SOIL STOCKPILES WITH SILT FENCE IMMEDIATELY AFTER CREATION. ESTABLISH
VEGETATION ON SOIL THAT IS TO BE STOCKPILED FOR LONGER THAN 30 DAYS. REFER TO SEEDING
SCHEDULE FOR VEGETATIVE COVER OF DISTURBED AREAS. NO STORMWATER SHALL BE DISCHAR(I.Fr) �\ ' /
TO THE BASIN UNTIL THE BASIN IS STABILIZED. `
5. GRADING AND FILLING OF SITE, AND INSTALLATION OF STORM DRAINAGE CAN BEGIN. /
6. PREPARE SUBGRADE FOR PAVING AND CURBING AND PREPARE DISTURBED AREAS FOR
LOAMING AND SEEDING.
7. PLACE PAVEMENT, CURBING AND LOAM. SEED AND MULCH OR HYDROSEED ACCORDING
TO SCHEDULE.
8. 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. OWNER
9, NOTE: CONSTRUCTION OF BUILDING TO COMMENCE ONCE GRADING OPERATIONS IN AREA OF , / HALE REALTY, LLC, ET AL
FOUNDATION IS COMPLETE. CONSTRUCTION OF FOUNDATION TO BE COMPLETED AS PART OF OVERALL / 275 NEW STATE ROAD
S1'i t WORK.
ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2001
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2002
r,rvvttr W /14LL7U/
I+nANCHES T ER, C T 06040
TEL. (860) 647-9798
APPLICANT
NUTMEG ROAD SOUTH, L.L.C.
22 CHAPEL ROAD
SOUTH WINDSOR, CT 06040
TEL. (860) 291-9460
TEL. (860) 291-9952
W.F.
222
ALDER
WILLOW
DOGWOOD
�j
DITCH
LEGEND
IRON PIN TO BE SET (BY OTHERS)
•
EXISTING IRON PIN
El
MONUMENT TO BE SET
■
EXISTING MONUMENT
�-
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
_ =M= =
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
PROPOSED STORM MANHOLE
_ =0-- =
EXISTING SANITARY MANHOLE AND PIPE
- -0- -
PROPOSED SANITARY MANHOLE AND PIPE
BYO
PROPOSED WATER MAIN AND HYDRANT
®
DUMPSTER PAD
ROOF LEADER
- S -
SANITARY LATERAL
- w -
WATFR I ATERAI
--
EXISTING CONTOUR
PROPOSED CONTOUR
X61.95
EXISTING SPOT GRADE
yr~
f-KUI VJtU SPOT GRAUE
SURFACE DRAINAGE FLOW DIRECTION
-- -»
REGULATED AREA
INLAND WETLANDS
- - - -+
SILT FENCE
- -
CONSTRUCTION LIMIT
EXISTING TREE LINE
PROPOSED TREE LINE
DRAINAGE SWALE BOTTOM
DRAINAGE SWALE TOP
ALDER
PLANT IN GROUPS 5-6'
BLUEBERRY ON CENTER, TYPE OF
PLANT TO BE USED
.RANBERR DEPENDS ON EXISTING
PLANTS AND WILL BE
COORDINATED WITH S.W.
UPLAND WETLANDS AGENT.
\j
PLANT SPEC/ES (BARE ROOT STOCK)
HIGH BUSH BLUEBERRY (VACCIMIUM CORYMBOSUM)
SILKY DOGWOOD (CORNUS AMONUM)
HIGH BUSH CRANBERRY (VIBERIUM TRILOBUM)
BLACK WILLOW (SALIX NIGRA)
SUCTION SPECKLED ALDER (ALNUS SERRULATA)
)WARANZ01WPLAl1/ 7NO SChE 1AW
NOT TO SCALE
MAP REFERENCES:
1. CONSTITUTION LANDING PREPARED FOR HALE REALTY, LLC.
NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TALBOT
LANE SOUTH WINDSOR, CONNECTICUT SCALE 1 `100' DATE
8/99 REV. TO 6-12-00 SHEETS 3 AND 4 OF 8.
2. PROPOSED SANITARY SEWER INSTALLATION PREPARED FOR HALE
REALTY, LLC NUTMEG ROAD SOUTH - SOUTH WINDSOR, CONNECTICUT
SCALE - AS NOTED ON PLANS DATED 12-00 SHEET 1 OF 1
BY MESSIER & ASSOCIATES, INC.
NOTES:
1. THIS MAP IS DEPENDENT ON THE MONUMENTATION FOUND IN THE FIELD
AND THE MAP REFERENCED HEREON.
2. ALL IVIVIVUIVII- NIA\ I u V FOU ND ^vR SE 1 IS UEPIC IED HEREON.
3. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE #1 AND BASED ON MDC
DATUM.
4. VERTICAL DATUM BASED ON A BENCH MARK SUPPLIED BY MESSIER & ASSOCIATES.
5. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT WAS FIELD VERIFIED BY
DESIGN PROFESSIONALS, INC.
6. WETLANDS DETERMINATION TAKEN FROM MAP REFERENCE #1.
7. LOCATION OF PROPOSED SEWER TAKEN FROM MAP REFERENCE #2.
8. AREA OF PARCEL IS 86.188± S.F. 1.97 Ac.
9. PARCEL IN AREA "C" (AREA OF MINIMUM FLOODING) PER
FIRM COMMUNITY PANEL # 090036 - 0007B DATED MAY 1, 1980
10. DRAINAGE RIGHTS TO BE ACQUIRED. SEE PLAN
11. MONUMENTATION TO BE INSTALLED BY OTHERS. (BY SUBDIVIDER)
12. SOIL TYPE FOR THE PARCEL IS UDORTHENTS SMOOTHED APR 2 7 RICO
ALDRICH CONSTRUCTION CO., INC.
48 Stock Place
MANCHESTER, CONNECTICUT 06040
(860) 647-7544
o Ii jj
I� to
w cn
co�
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. A _L 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
THIS PLAN IS FOR SEDIMENTATION AND
EROSION CONTROL ONLY, AND I S NOT T O
BE USED F 0 R UTILITIES CONSTRUCTION,
GRAPHIC SCALE
40 O 20 40 80
860 291 8755
`�'gn
� .
ro essionalsa inc.
■ Civil Engineers • Planners • Surveyors • CIS
165 south satellite road • south windsor • Connecticut 06074
Sediment a Erosion
Control Flan
Resurvey Prepared for:
.Nrrtinceg' .Road South LLC
�
774 Nuttmer, Road South
South WiLn oor Connecticut
SHEET
( IN FEET)
1 inch = 40 ft.
2
3/13/01
TOWN COMMENTS
SB
DESIGN.•RA
DRAWN•RA
CHECKED: GBS
1
3/8/01
TOWN COMMENTS
GBS
JOB NO.: 00-1424
DATE.• 1-25-01
NO.
DATE DESCRIPTION
BY
DRAWING NO.: F.' ✓OB 1424 1424-SH4
I
N0
CONSTRUCTION NOTES
1. 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.
2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
3. 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.
4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
5. 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 IS TO TAKE PLACE.
6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
7. FROZEN MATERIAL SHALL NOT TO BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN
GROUND
8. CONTRACTOR SHALL INSTALL SOD WHERE REQUIRED TO STABILIZE BASE OF SWALES ON SITE.
SEEDING SCHEDULE
ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANENT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE.
WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
JwALL
USE 100% TALL FESCUE AT A SEEDING RATE OF 5 LBS/1000 S.F.
GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S)
STANDARDS AND SPECIFICATIONS.
2. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED .
3. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED TO ACCOMPLISH
CONTROL, AND MECHANICAL SWEEPERS SHALL BE USED ON NUTMEG ROAD SOUTH WHERE NECESSARY TO
PREVENT DUST BUILD UP.
4. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
5. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE
DESIGN ENGINEER.
6. 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 1-800-922-4455,
7. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
8. UNLESS OTHERWISE NOTED OR SPECIFIED, ALL ROADWAY AND STORM DRAINAGE CONSTRUCTION SHALL BE
CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF SOUTH WINDSOR PUBLIC IMPROVEMENT SPECIFICATIONS
9. MAXIMUM SLOPE OF FILL TO BE 3:1. ALL FILL MATERIAL
TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE; OF POLLUTION TO SURFACE WATERS
OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION
OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE,
INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES,
LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES,TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR
EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY
RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2001
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2001
EXISTING
PAVEMENT
+I
RESPONSIBLE PERSON(S) FOR IMPLEMENTA I7ON I OF SEDIMENTATION AND EROSION CONTROL:
JAMES D. ALDRICH
ALDRICH CONSTRUCTION CO., INC.
48 STOCK PLACE
MANCHESTER, CT 06040
TEL. 860 647-7544
FAX. (860) 645-0138
1. SET POSTS AND
ANGLE POSTS EXCAVATE A 6"x6" TRENCH
5• UPSLOPE POST UPSLOPE FROM POSTS. SILT
FOR STABILITY FENCING
AND SELF-
CLEANING.
ib i31L-ll' sl li// V}_ 12" MIN. -n -
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
FABRIC3. ATTACH FILTER BACKFILL THE
FILTER - THE WOODEN POSTS AND EXTEND III THE CHA D COMPACT
FABRIC \ IT INTO THE IKENGH THE EXI:AVAILU SOIL.
COMPACTED
BACKFILL
' 11-11 11 I� 11=111_I� I- I k IJ=1 I I `::::: 11=1 I I- I 1=1 I I- 11-
TI -I I 1T(-1 I [ III- I- Tf-I I =-I I. , ,l .. 1I=
T-1 TI I-1 I _ I -I I �-"
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
0'
Lj
00 0 0 0
00000
0 0 ❑ R 0 0 6" CT D.O.T. 2" STONE TO BE PLACED
z u u u H u IJ L -OVER FILTER FABRIC MATERIAL
0000o0
000000
,0 000 3001
13003001
00030131
❑0❑ 3 0❑
000300
0000130
EDGE OF PAVEMENT
ANTI -TRACKING APRON
N.T.S.
LAWN / STREETS
CROSS-COUNTRY I_ PAVED p
Tnpmn b mn DR SEED -
APPROVED GRANULAR NOW
BACKFILL MATERIAL
d < ° ' ° , • . PLACED AND COMPACTED IN
<' .. ONE FOOT (1') (MAX.) LIFTS.
° • °
d WARNING TAPE PER CONN.
GENERAL STATUTE SECTION
• 16-345, AS AMENDED, PLACED
Q'• °. �.: If (MIN.) TO 24' (MAX.) ABOVE
TOP OF PIPE.
" SAND BLANKET
12" MIN,
Y'>s kw t:t��' �f•�-4`l;}�4H �:` PIPE, AS SPECIFIED
1/2 r
-3/4" BROKEN TRAPROCK
i/2 FILTER FABRIC
(SEE NOTE)
O.D.
PIPE V
12" SAND MIN. '
a•'
SECTION STONE
"�
NOTE:
1. SEE STANDARD DETAIL FOR CLAY STOPS WHERE V MIN. ,v N ••
NECESSARY PG. VI-46
2. FILTER FABRIC SHALL BE NONWOVEN
!'I ACC 2_ WITN PFPMITTIViTY OF
0,5 TO 0.1 SECI AND AOS OF
0.43 mm TO 0,22mm AND SHALL PIPE - IN GROUND WATER
MEET AASHTD M288-96
TYPICAL SANITARY SEWER
TRENCH SECTION
NOT TO SCALE
W CUT AND SEAL J❑INT WITH TACK COAT M 04.01
1' OR 1 1/2' (COMPACTED) CLASS 2 BITUMIN❑US
-CONCRETE SURFACE COURSE (OR
MATCH EXISTING, IF GREATER) M 04
2' OR 1 1/2' (COMPACTED) CLASS 1 OR 2 BITUMIN❑US
CONCRETE BINDER COURSE ( OR
MATCH EXISTING, IF GREATER) M 04
I M-M
d• °'_ 6' (COMPACTED) PROCESSED TRAPROCK
BASE.- M 05.01,
7. 6' (COMPACTED) PROCESSED GRAVEL
'+,r:•. t' '' _''` SUBASE OVER COMPACTED SUBGRADE
I KENCH tsAL K FILL) M.U2- L7KA11t, B
❑R PR❑CESSED TRAPROCK)
• •1• •�
NOTES
12, 12' 1, ALL SAW CUT AND SEALED J❑INTS TO
MIN• TRENCH MIN, BE EITHER PARALLEL WITH, OR PERPEN-
WIDTH DICULAR TO, THE CENTERLINE OF
VARIES THE PIPE.
c•rr
TYPICAL 2. ALL MATERIALS ARE TO MEET
TRENCH FORM 814A, AS AMENDED
SECTION
CF-f TTnNJ
PERMANENT PAVEMENT
PATCHING DETAIL
PA V
12' 12,
MIN, TRENCH MIN
WIDTH
VARIES
SEE
TYPICAL
PLAIN
SECTIO!
O 12"O.C.
PAVEMENT 5" THICK 4000 # CONCRETE SLAB
SEE PLAN FOR DIMENSIONS
TOPSOIL & SEED °00 0 0 0 00 0� 00 0
(D1 1/2" BITUMINOUS CONCRETE CLASS II SURFACE COURSE PER CT DOT M.04
02 1 1/2" BITUMINOUS CONCRETE CLASS I BINDER COURSE PER CT DOT M.04 DUMPSTER PAD DETAIL
(3 6" PROCESSED AGGREGATE BASE PER CT DOT M.05 NOT TO SCALE
® 6" PROCESSED GRAVEL SUBBASE PER CT DOT M.02.02
BITUMINOUS CURB AND
PRIVATE PAVEMENT CROSS-SECTION
I 1 S 6" SCH. 40 STEEL PIPE
FILLED W/ CONC.
WITH TOP ROUNDED.
0
1
2'-0"
PAVEMENT OR
FINISHED GRADE,
0(n
. d
% W
0
=o ��
FILL POST w/ CONCRETE
3" m z
Z
3
.
2500 PSI P.C.
CONCRETE MINIMUM
(TYP.)
/
\'
dd
NOTE:
1'-6"
ALL PIPES SHALL BE
PAINTED TRAFFIC YELLOW
BOLLARD
\ N.T.S.
BRIC
-0N O.A.E.)
A
B
C
D
E
F
G
H
WT RIP -RAP
IN TONS
20'
15'
3'
2'
2'
9'
3'
6'
22
SETTLING BASIN
nts
2
^•�{D 1
y FLOW
5'
1' HIGH STONE BERM
not to scale
SAW CUT AND SEAL JOINT WITH TACK COAT M 04.01
2' (COMPACTED) CLASS 2 BITUMINOUS
-CONCRETE SURFACE COURSE (❑K
MATCH EXISTING, IF GREATER) M 04
7' (COMPACTED) PROCESSED TRAPROCK
nAcc - M n�_ ni
DHJG. I'I,VJ,V1
6' (COMPACTED) PROCESSED GRAVEL
SUBASE OVER COMPACTED SUBGRADE
(TRENCH BACK FILL) M,02- GRADE, B
(❑R PROCESSED TRAPROCK)
APPROVED BACK FILL PLACED
AND COMPACTED IN 12' LAYERS
(❑R AS ❑THERWISE APPROVED)
NO STONE LARGER THAN 3'
I Tr1 -1.1 1 NOTES
mr-INUn
SECTI❑N 1, ALL SAW CUT AND SEALED J❑INTS TO
BE EITHER PARALLEL WITH, OR PERPEN-
DICULAR TO, THE CENTERLINE OF
SECTION THE PIPE,
2. ALL MATERIALS ARE TO MEET
FORM 814A, AS AMENDED
TEMPORARY PAVEMENT
PATCHING DETAIL
NOT TO SCALE
\ COMPACTED SUBGRADE
9" PROCESSED AGGREGATE BASE
(PER DOT FORM 8144 M.05)
'ADE
IAIN LINK WITH
L SLABS)
5" THICK CONC. DUMPS
(SEE PLANS FOR DIMEIv_)IuIv�)
DUMPSTER ENCLOSURE DETAIL
N.T.S.
EARTHEN DRAINAGE BERM
not to scale
1. EXCAVATE A TRENCH 4"
DEEP AND THE WIDTH OF A
STRAW BALE.
ills�lc i�
IRIRIF
3 Ln 3 INSTALL MIN, OF 12" o PACKED STRAW
1 1 OF T❑PS❑IL, AMENDED WITH
FULLY COMPOSTED VEGETATIVE o
\ MATTER TO C❑MPRISE 30% OF THE TOTAL VOLUME. PLAN VIEW
^^ n .^ Tr- OA!.V CII I
INSTALL ALL 1HIGH S TO 1\4 t:_
AW
BERMS WITHIN CHANNEL BETWEDEN GE BALOESETO- CREATE ��15 IDS
SPACED 50' ❑,C, A CONTINUOUS BARRIER. 4jls +iS
DRAINAGE SWALE DETAIL POW
NOT TO SCALE
CATY DALE
2. PLACE AND STAKE STRAW
BALES, TWO STAKES PER BALE.
AKE
BINDING WIRE OR TWINE
4. DACKFILL AND C01:!DACT
THE EXCAVATED SOIL AS
SHOWN ON THE UPHILL SIDE
OF THE BARRIER TO PRE-
VENT PIPING.
fli!J'1 ,ilhq;ll � IJiii�V•III!'�II�,IPq
lid'I!'Iil°Ii !I'�I!'Ij¢�I
BOTTOM OF
DRAINAGE WAY
PLAN VIEW ��`�
n X n
jil!I!Illllll:�SS�
NOTE:
ELEVATION AT POINT A SHOULD
BE HIGHER THAN ELEVATION AT
POINT B.
CROSS SECTION
BALED HAY OR STRAW INSTALLATION APR wELU
� �
N.T.S. _
Ktlti
ALDRICH CONSTRUCTION CO., INC.
48 Stock Place
MANCHESTER, CONNECTICUT 06040
(860) 647-7544
x
IO
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
IVVI IV JVnLL
REVISIONS
.�-
860.291 • 8755
®
esign
&rof �' O �' 7 t �'
11 Civil Engineers • Planners • Surveyors • CIS
165 south satellite road • south windsor • Connecticut 06074
d
������ `
Dependent Resurvey Prepared for: SHEET
Nutmeg Road South LLC
5
774 Nutmeg Road Scut �
�Ilrri1®�®�����$��
DESIGN.' RA
DRAWN.• RA
CHECKED: GBS
2
3/14/01
TOWN COMMENTS
SB
✓06 No.: 00-1424
IDATE: 1-25-01
1
3/08/01
TOWN COMMENTS
SB
DRAWING NO.: F.' JOB 1424 1424-DET®��
NO.
DATE
DESCRIPTION
BY
C Lac P
3
C
T CO.
// ll 25' STREET TREE EASEMENT
ll ll % 2 E TOWN OF
SOUTH WINDSOR
10
P. `PJM 20' SANITARY SEWER EASEMENT EF
ll l IN FA VOR OF THE TOWN OF
ll ll 1 SOU TH WINDSOR
2 MS
LOT 5
z
NXF
i HALE REALTY LLC
TREES (ACER RUBRUM) PER SUBDIVISION / / 1
PLAN ACTUAL LOCATION TO BE DETERMINED SV H 20 \
(MUST BE INSTALLED OUTSIDE / 3 / EF
SANITARY EASEMENT) pL 1 70\
HQ �'\\
SV \ �.
wco // ; 7 A
2
M H
J� PJM PROPOSED BUILDING
A
11 I Kp � V / :l
PJM /
LEGEND
®
IRON PIN TO BE SET
•
EXISTING IRON PIN
o
MONUMENT TO BE SET
■
EXISTING MONUMENT
e-
EXISTING UTILITY POLE
PROPOSED UTILITY POLE
_ =
EXISTING CATCH BASIN AND PIPE
PROPOSED CATCH BASIN AND PIPE
--*=
PROPOSED STORM MANHOLE
_ =( =
EXISTING SANITARY MANHOLE AND PIPE
- -Q- -
PROPOSED SANITARY MANHOLE AND PIPE
PROPOSED WATER MAIN AND HYDRANT
®
DUMPSTER PAD
—R.L.—
ROOF LEADER
S —
SANITARY LATERAL
— W
WATER LATERAL
—330--
EXISTING CONTOUR
—E:5 -
PROPOSED CONTOUR
x61.95
EXISTING SPOT GRADE
IT
PROPOSED SPOT GRADE
47=
SURFACE DRAINAGE FLOW DIRECTION
— - - —'
REGULATED AREA
INLAND WETLANDS
- — — — -+
SILT FENCE
— --
CONSTRUCTION LIMIT
EXISTING TREE LINE
PROPOSED TREE LINE
DRAINAGE SWALE BOTTOM
DRAINAGE SWALE TOP
,k- GENERAL PLANT LIST
SYMBOL BOTANICAL Common Name Quantity Size
NAME
RIC p l �� A Andromeda glaucophylla Downy Andromeda 2 1 )1 /2, _ 2 Ht.
CS Cornus stolonifera Red twig Dogwood 3 2 3 Ht.
HF / DL Hemerocallis speciosa Daylilly 3 12"ht. 18" O.C.
H F / / / EF Euonymous fortunai Wintercreeper 30 Flats
H Ilex glabra 'Shamrock' Inkberry Holly 3 24"-30" Ht. 6' O.C.
HQ Hydrangea quercifolia Oakleaf Hydrangea 1 2 1 /2 3 Ht.
HF Hosto fortunai Gold_ Hosto 4 Flats
J.. Juniperus chinensis Sea Green Juniper 2 - 2"— 2 1/2" al. 6' O.C.
KD Cornus kousa Kousa dogwood 1 1 1 /2" — 2" Cai.
M Pinus mugo 'Mu hus' Mugo Pine 2 24' —30 " Ht. 6' O.C.
MS Malus 'Snowdrift Snowdrift Crabapple 1 1 1 /2" — 2" Cal.
P Pachysandra terminalis Japanese spurge 4 Flats ,
PJM Rhododendron PJM Rhododendron PJM 4 24 —30 Ht. 5 O.C.
i/ , �i� / /' ,�_�� L �✓ off
= SWALE PLANTINGS SV Viburnum plicatum 'shasta' Shasta Viburnum 2 2 1 2' 3' S r.
o -7` SEE RIPARIAN ZONE PLANTING DETAIL ��/ p
RC Y RC Rhododendron carollnianum Carolina Rhododendron 4 24 —3Q Ht. 5 O.C.
AP Pinus Abics Norway Spruce 6 6' — 8 Ht.
MAP REFERENCES:
a
1. CONSTITUTION LANDING PREPARED FOR HALE REALTY, LLC.
NUTMEG ROAD SOUTH, CONNECTICUT AVENUE AND TALBOT
cn ,-� / T/1T�, TENANT ,,,^ LANE SOUTH WINDSOR. CONNECTICUT SCALE 1 "=100' DATE
V- j / / I V I AL r I i rvt��, mtv.
O �t / 279 NUTMEG ROAD 8/99 REV. TO 6-12-00 SHEETS 3 AND 4 OF 8.
SOUTH WINDSOR, CT 06074
� .' � .• (860) 291-9460 2. PROPOSED SANITARY SEWER INSTALLATION PREPARED FOR HALE
i ( r'� / / / TEL. REALTY, LLC NUTMEG ROAD SOUTH — SOUTH WINDSOR, CONNECTICUT
p FAX (860) 291=9952
•-�S . ./ SCALE — AS NOTED ON PLANS DATED 12-00 SHEET 1 OF 1
6 spaces 3 0 /. /. BY MESSIER & ASSOCIATES, INC.
NOTES:
6 , ,� / / APPLICANT
NUTMEG ROAD SOUTH, L.L.C. 1. THIS MAP IS DEPENDENT ON THE MONUMENTATION FOUND IN THE FIELD
22 CHAPEL ROAD SOUTH WINDSOR, CT 06040 AND THE MAP REFERENCED HEREON.
TEL. (860) 291-9460 9. Al I MnNHMFNTATInN FnHND nR ,:;FT IS DFPICTFD HFRFON_
FAX (860) 291-9952 3. HORIZONTAL DATUM TAKEN FROM MAP REFERENCE #1 AND BASED ON MDC
DATUM.
4. VERTICAL DATUM BASED ON A BENCH MARK SUPPLIED BY MESSIER & ASSOCIATES.
-> 5. TOPOGRAPHY IN THE AREA OF PROPOSED DEVELOPMENT WAS FIELD VERIFIED BY
DDnCC'QQIr)NI AI C
'•� �, / / / •� VLJI VIV ( I\VI LJJI VIV/`1LJ, IIVI.
6. WETLANDS DETERMINATION TAKEN FROM MAP REFERENCE #1.
% 7. LOCATION OF PROPOSED SEWER TAKEN FROM MAP REFERENCE #2.
OWNER 8. AREA OF PARCEL IS 86,188f S.F. 1.97 Ac.
HALE REALTY, LLC, ET AL 9. ALL MECHANICAL AREAS ARE TO BE SURROUNDED BY PLANTINGS ' ( 275 NEW STATE ROAD C APR 2 7 BCD
/ MANCHESTER, CT 06040 ALDRICH CONSTRUCTION CO., INC.
( / TEL. (860) 647-9798 48 Stock Place
MANCHESTER, CONNECTICUT 06040
(860) 647-7544
T -x R'AI_E nr�nc`in�ic` rinr�cr�Anrit Rco��rvcj PY-F-. !'I fnr• QW 1717T
rI II 1. VIVLEJJ OIriGR YYIJG IVV IGD. EXISTING UTILITY RG VIJI VIVJ w OOV'Ly I'O/OO ""Y""""^` """`•'•"7 "'Y `�""' JI ILt—I
o a ! LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE ■
W N
INFORMATION. ALL EXISTING UTILITIES SHOULD 20 GRAPHIC o SCALE LANDSCAPE � e�;a n LAN�SC CPC PLAN Nutmeg Road South LLC. `8 m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 N 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD �7 ■
Ll
BY A LICENSED LAND SURVEYOR PRIOR TO 2 3-26-01 town comments RA IN FEET) r o f e s s' o n a's, inc. DESIGN.• RA DRAWN. RA CHECKED: GBS ��� Nutmeg®}South
CONSTRUCTION. ( ,
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 3/8/01 TOWN COMMENTS SB 1 inch = 20 ft. 1. Civil Engineers • Planners • Surveyors • CIS JoB NO.: 00-1424 DATE.• 1-25-01
IMPRESSION SEAL AND ORIGINAL SIGNATURE r®ttn�lln%�1m�1�®�®IIf1I151��1tIIC14Ili
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 165 south satellite road • south Windsor • connecticut 06074 DRAWING NO.: F.•/JOB/1424/1424-LP