HomeMy WebLinkAbout03-31P_TERRA TECHNOLOGIES GROUP, LLC & CHAPEL ROAD GROUP SUBDIVISION_CHAPEL ROADTerra Technologies Group, LLC
SUBDIVISION PLAN
jraiAPEL AD—D 0 U T
0 -1-1 0 -1 r)
prepared by:
o®sign
O rofesslonals. Inc.
a civil engineers . planners . surveyors
landscape architects • CIS • CPS
165 South Sat*Hite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
MAP Lor N/F 500' ABUTTER LIST
8 10
247 LEFOLL BLVD.
YOST/N/CH, JOHN R. & CARLA M.
11
2" LEFOLL BLVD.
HUFF, JORN R/CHARD
12
273 LEFOLL BLVD.
SEDNARZ, MICI M£L J. & BARSARA L.
13
12 BETTY DR.
GOSSEU,, HARRY S. & ✓EN/FER S.
14
6 BETTY DR.
MOLOCKO, LEO JR. & ELAINE A
15
250 LEFOLL BLVD.
MACCHI, FRANK J.
16
258 LEFOLL BLVD.
RA/KEN, BRUCE J.
17
284 LEFOLL BLVD.
WILSON, R/CHARD f. & LAV/NA M.
18
270 LEFOLL BLVD.
OVA RV' STANL£Y W. & BEATRICE A.
19
171 MARGARET DR.
SMIM ANNA M,
31
109 MARGARET DR.
OLIVE/RA, ANTON/0 A.
32
117 MARGARET DR.
KINDER, DAVIO L.
33
131 MARGARET DR.
LACY, JOHN A & SON14
34
141 MARGARET DR.
RANGACHARI, RAJAGOPALAN & B/NA
35
151 MARGARET DR.
MED/NA, RAFAEL III & EVONNE J.
36
159 MARGARET DR.
LAUSERTE, PAULA M,
37
15 RUGBY LN.
CORREAL£, DEREK J.
38
23 RUGBY LN,
EVANS, BERNARD E. & DIANE M,
39
31 RUGBY LNN,
LAUGHLAN, JAMES V. & BR/GI77E A.
40
45 RUGBY LN.
ABELI STANLEY W. & KAREN M.
41
57 RUGBY LN.
AREN T, HARRY H. & KAR£N H.
42
77 RUGBY LNN,
F/ORI, FRANC/S 3' PAMELA
43
88 RUGBY LN.
YESCHICK, STEV£N W. & DEBORAH A.
44
74 RUGBY LNN,
LUXEMBURG, MAURY A & DOWELL, SUSAN
45
60 RUGBY LN,
JOHNSTON& BRUCE & ANNMAR/E M.
46
52 RUGBY LN.
ZINN, GLENN F. & BONNIE SUE
47
40 RUGBY LN.
BATES, #2L14M J. & KIM M.
48
28 RUGBY LA:
MULLIGAN, STEPHEN D.
51
987 CHAPEL RD.
BURNS, LORINDA L.
52
PO BOX 270
*'CONK. LICHT 8' POWER CO.
HARTFORD, CT 05141
60
R032 CHAPEL RD
MURRAY, BARBARA C.
9 18
988 CHAPEL RD.
CLOGSON, BEVERLY & LAURAN
19
972 CHAPEL RD.
SHAK/R, TEVEN T. & KATNLEEN J.
NOTES:
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC,., AND HAVE BEEN
PREPARED SPECIFIGALLY FOR THE ONNEWAPPLICANT FOR THIS PROXaT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE E>IPRESS WRITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 51"ATURE AND IMPRESSION
OF THE PROFE55IONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORCED 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 DISCLOS
TO TH ND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
ArrLIUAIV I :
TERRA TECHNOLOGIES GROUP, LLC
& CHAPEL ROAD GROUP, LLC
C/O MARK ZWEIFLER
17 ROSE AVENUE
WEST HARTFORD, CONNECTICUT 06110
TEL: 860-953-6102
TAVH N DD 2(�)
q V — 00 R
KEY MAP
SCALE: 1"=100'
2
LLC
L-A (C U
(C(DONN , T49 C -, T
Zoning Data Block
�INGLE FAMILY RESIDENCES
RR (RURAL RESIDENTIAL) & RR-0 (RURAL RESIDENTIAL OVERLAY)
FEM
REQUIRED/ALLOWED
PROVIDED LOT 1
PROVIDED LOT 2
PROVIDED LOT 3
3
40,000 S.F.
55,594 S.F. (MIN.)
52,570 S.F. (MIN.)
57,595 S.F. (MIN.)
th
175 ft. min.
278.6 ft.
175.5 ft.
175.5 ft.
th
200 ft. min.
275.92'
275.92'
318.47'
erage
10%
6.5%
6.9%
6.3%
)us Coverage
50%*
10.1 %
10.6%
9.7%
Stories
2 1 /2 max.
2 1 /2 max.
2 1 /2 max.
2 1 /2 max.
Height
30 ft.
30' (MAX.)
30' (MAX.)
30' (MAX.)
and
50 ft.
50' (MIN.)
50' (MIN.)
50' (MIN.)
Ird
50 ft.
50' (MIN.)
50' (MIN.)
50' (MIN.)
rd
20 ft.
20' (MIN)
20' (MIN)
20' (MIN)
pace **
V 5,1 1.5.a OF THE RR/1-291 ZONE REQUIRES A MAXIMUM LIMIT OF 50%
'IOUS COVERAGE
ZEQUIRED FOR SUBDIVISIONS WITH LESS THAN SIX (6) PROPOSED LOTS.
Y
SHEET INDEX
31
� 1 COVER SHEET/LOCATION
ZONING & DATA BLOCKS
2 PLOT PLAN
3 TOPOGRAPHIC PLAN
4 EROSION CONTROL PLAN
OWNER:
ESTATE OF EVELYN F. JOHNSON
C/0 GARY N. JOHNSON
770 BURNHAM STREET
SOUTH WINDSOR, CONNECTICUT 06074
PLAN / a
a CO `
:po No. 47 , CQ
�n
REV: SEPTEMBER 12, 2005
RE\/: JUNE 20, 2005
DA17E: MAY 20, 2005
SHEET 1
DPI PROJ. # 1?01
s�Rv�i�✓JOBS/1-ro I/rto I -► .dwg
o
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
02-00�•av AREA CODE S60 r 644-2511
CERTIFIED MAIL
June 30, 2003
Ms. Judy Schuler
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CI' 06074
Re: 03-31 P, Terra Technologies Group, LLC & Chapel Road Group, LLC
Dear Mrs. Schuler:
We are pleased to advise you that the Planting & Zoning Commission at its June 24, 2003,
meeting approved with modifications application 403-31P, terra Technologies Group, LLC &
Chapel Road Group, LLC to create 3 lots on 3.7+ acres to be know as Chapel Road Subdivision
property located on the southerly side of Chapel Road, across from Rugby Lane, RR/RR-O zone
as StiOwim On tans-ri:-arixi `u"- Design PP0£eS3i0nais, ire. r0 cvi ni 7vi gnu uateu June 2v,
P P P Y b� + p J
2003, as revised. This approval is subject to the following modifications:
1. This approval is for 3 lots, numbered 1-3.
2. Drainage and construction for this subdivision is subject to the approval of the Town
Engineer.
3. All lots shall be serviced by the Town of South Windsor sanitary sewer system and are
subject to the approval of the Water Pollution Control Authority.
4. Water shall be supplied to this subdivision by public water.
5. This application is subject to the conditions of approval of the Inland Wetlands
Agency/Conservation Commission, including a bond in the amount of $1000 for wetland
plantings and conservation easement monumentation.
6 1 k a meeting most be held W;0, T-t Ctaff
7. All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
8. All easements for conservation purposes, drainage or utilities, that may be required in
connection with the approval of this subdivision, must be submitted on standard Town
easement form where appropriate, to this Commission prior to filing the mylars and issuance
of building permits. All deeds for open space, public improvements and roadways must be
submitted prior to request for Town acceptance; all deeds must be in accordance with the
policy for accepting deeds and must be approved by the Engineering Department and Town
Attorney.
9. Footing drains are required for each house. Prior to the building of any structure on a lot, a
topographic map, drawn to a scale of 1 " = 40', shall be submitted for each lot in the
subdivision, showing proposed contours, elevations and the location of the footing drains. No
building permits will be issued until the proposed contours, floor elevations and location of
footing drains have been approved by the Town Engineer.
10. If, for any reason, finished grading and other individual lot site work is not completed, the
Town Engineer shall determine the amount of a cash bond to ensure final grading and site
work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy.
11. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the
fdeter ubdi n bondin All bonds shall' , of m, t the closed bond
ywy.,e,-. of determining uuvw..a.w, vv.wwg. +zu vv,.,.., g.w„ �.....,,
policy and shall be posted prior to filing the final plans in the Town Clerk's office.
If the developer chooses to submit a Letter of Credit for a one-year term, said Letter of Credit
must be renewed on a yearly basis until completion of the development. If a new Letter of Credit
has not been received within 30 days before the expiration datli, the Commission may, at its
option, call the Letter it is holding.
12. A drainage assessment fee in the amount of S 150 shall be submitted to this Commission.
13. The Town Engineer's review comments dated June 17, 2003, must be addressed to the Town
Engineer's satisfaction.
14. A Street Trees Easement is required along Chapel Road frontage. Trees to be preserved
andior plantui wit hie the casement are to be finalized with +u e r--Warder :.
15. The 90' x 90' buildable square for Lot 2 must be shown outside of the easement area.
16. The conservation easement must be monumented as required by IWA/CC regulations.
17. The applicant must submit documentation that a driveway can be constructed on the State
DDT's drainage right-of-way.
18. No building permits will be issued until all modifications have been complied with, and the
final plans have been filed in the Town Clerk's office.
Black and white transparent mylars of Sheets #2 with the above modifications, together with
three blueprint copies of the entire set of 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 mylars have been signed by the Commission, they will be returned to you for filing in the
Office of the Town Clerk by October 11, 2003. After filing these plans, a copy of the receipt
must be submitted to the Planning Department,
Sincerely,
Kevin McCann, Chairman
Planning and Zoning Commission
Enclosures
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Mark Zweifler
lL1121►3
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN FLOOD ZONE X — AREA DETERMINED TO BE OUTSIDE 500—YEAR FLOOD PLAIN AS PER
FIRM COMMUNITY PANEL NUMBER 090036 010D REV. FEBRUARY 23, 2001.
3. HORIZONTAL DATUM — NAD'27.
4. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE.
5. INLAND WETLANDS FIELD DELINEATED BY JOHN P. IANNI, HIGHLAND SOILS LLC IN MARCH 2O03 AND
FIELD LOCATED BY DESIGN PROFESSIONALS, INC. IN APRIL 2003.
o_<x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
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
3
9/25/03
ADD Y/PCA APPROVAL LETTER
MHA
BY A LICENSED LAND SURVEYOR PRIOR TO
2
9/12/03
REVISE PER PZC AND IWA/CC APPROVAL
MHA
CONSTRUCTION.
t
6/20/0-3
REVISE PER TOWN COMMENTS
MHA
3. THIS PLAN IS INVALID UNLESS 1T BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
PROPOSED 10' STREET TREE
EASEMENT IN FAVOR OF THE
TOWN OF SOUTH WiNDSOR�
4�-
N-1' 0g,
T� 6�276y.
N/F BARBARA C. MURRAY
MAP REFERENCES:
1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERAN MEMORIAL HIGHWAY FROM
JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE— SCALE 1"= 80'
NUMBER 132-07 SHEET 4 OF 4 DATE 1-00
2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM EVELYN F. JOHNSON BY THE
STATE OF CONNECTICUT INTERSTATE ROUTE 291 (LIMITED ACCESS HIGHWAY) SCALE 1 "=40'
MAY 1, 1990 — ROBERT W. GUBALA.
3, RIGHT OF WAY MAP CHAPEL ROAD FROM U.S. ROUTE 5 EASTERLY TO BURNHAM STREET
SOUTH WINDSOR, CT. PROJECT 1174.09 DATE JUNE 7, 1991, SCALE 1"=40' REV 6/92
SHEET 4 OF 4 BY A—N CONSULTING ENGINEERS, INC.
4. MANCHESTER — SOUTH WINDSOR R/W PROPERTY PURCHASE — SOUTH WINDSOR MANCHESTER
HENRY M. JOHNSON ET AL — THE CONNECTICUT POWER COMPANY ENGINEERING DIVISION
SCALE 1" = 100' 1-6-56 FILE E55229—Q
5. TOWN OF SOUTH WiNDSOR MAOP SHOWING LAND ACQUIRED FROM EVELYN F. JOHNSON
BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD, SCALE 1"=40' REV 8/88
BY THE TRANSPORTATION CHIEF ENGINEER BUREAU OF HIGHWAYS;
r
�/ N 0���_/�
�ry/� O p�'N or 9
L
OT
579595 S.F.
1.32 AC. %
ry PROPOSED 20' VEGETAiiVE�
EASEMENT IN FAVOR OF THE
/ TOWN OF SOUTH WINDSOR
l NF R l
MO �K /
/ y
APPROX. PO ING LIMIT
(PER AP REF.
MON.
Sg ,� MON. S89'~
96.0
PROPOSED CONSERVATION EASEMENT IN
FAVOR OF THE TOWN OF SOUTH WiNDSOR
N/F STATE OF CONNECTICUT 1-291
APPLICANT:
TERRA TECHNOLOGIES GROUP, LLC
& CHAPEL ROAD GROUP, LLC
C/O MARK ZWEi FLER
17 ROSE AVENUE
WEST HARTFORD, CONNECTICUT 06110
TEL: 860-953-6102
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING 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.
STOP SIGN
4 21.22, �-�•�.,,,
`807 06"CU 3 OTAE
87q RVE)
Ton _7 55
GRAPHIC SCALE
44D 0 20 40 80
( IN FEET }
1 inch = 40 ft.
c
w 4
1540 SULLIVAN AVENUE • SOUTH WINDSOR. CT 06074
~OS01.0) TELEPHONE (860) 644-2511
July 31, 2003
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Attn: Judy Schuler
RE: Terra Technologies Group
Chapel Road Subdivision, South Windsor, CT
Dear Ms. Schuler:
The South Windsor Water Pollution Control Authority, at its special meeting ofluly 22, 2003, gave approval for
the connection to the Town's sewerage system of a residential subdivision, as more specifically shown on plans
entitled "Topographic Plan— Terra Technologies Group, LLC & Chapel Group, LLC" prepared by Design
Professionals, Inc., Project No. 1701, Drawing No(s) 3, dated 5-20-03, revised 6-20-03, and subject to the
following conditions:
I. Technical approval of the Town Engineering Department.
2. 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 sanitary sewer line was installed in substantial
conformance with the design plans previously approved by the Authority, and meeting all Town
regulations and appropriate technical specifications relating to sanitary sewer constnictiou-
This approval letter must be superimposed on the final approval plans.
Very truly yours,
Water Pollution Control Authority
JJC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
John Collins, Chief Building Inspector
Terra Technologies Group, LLC
APPROX. AREA SUBJECT TO SLOPE LIMITS
(SEE MAP REFERENCE #5)
/1.27 AC.
MON. S8 '45'53"E
PROPOSED 20' VEGETATiV`
EASEMENT IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
�lA i
tG
oic S_0t llll!'U&ol L
§ ^�
1540 SULUVAN AVENUE • SOUTH WINDSOR, CONN. 00074
\?spy ca>r'
AREA CODE 8501 644-2511
June 30, 2003
Certified #70001670000I89221899
Design Professionals, Inc.
Attn: Peter DaMallie
165 South Satellite Road
South Windsor, CT 06074
nw+ C VF+ --AA — •pi A41 A�lAILVLVNVU&, 3VULUCCty Vi %-axpel MORO, Amu EOUlneny of
Rugby Lane, RR/RR-O, Rurd Residential 3md Rural Residential Overlay zone
Dear Mr. DeMallie:
At the June 18, 2003 regular meeting, the Inland Wetlands Agency/Conservation Commission
approved application #03-31P — Tara Technologies — Chapel Road — Inland
Wetland/Conservation Commission application for a three -lot residential subdivision and
associated improvement sort property located southerly of Chapel Road, and southerly of Rugby
lEanrt RR/RR-fl R..rotA.e;.ta..�;�1 .i'D...+,IDS..:.ie..a:..1n..�1............. •ram:-----------t'---�----'
>----•+.....,�>..ww w.w,,,w,.,w au,u nwa+,cao>,ucitua+ vvgrny LV11G. LA1J GJTpIU Vtl175 SU[7JCGL
to the following conditions:
1. One blueprint copy of the entire set ofpians and this letter reproduced thereon, must be
submitted to this Commission- This must be completed within 65 days of approval prior
to any construction activity on the site. Plans submitted to Planning & Zoning
Commission shall be considered having met this requirement.
2. The application shall indemnify and hold harmless the Town of South Windsor against
any liability, which might result from the proposed operation or use.
3. The permit is valid for five years and shall expire on June 18, 2008. It is the
landowner(s)/applicant(s) responsibility to track expiration dates and notify the
Commission of a renewal request at least 65 days prior to expiration.
4. All approvals required mivz hi- nhtni,.i l and � vs, ;,id. t r^
. +w , a: '.,. sL _
v- —
...., a^.y 'o.,.,:i�� tin we Elie.
5. A contact person snail be identified on the plans.
6. The Conservation Easement boundary shall be marked with the required monuments with
disks or similar signs.
7. Notes shall be placed on the house deeds regarding the conservation easement-
8. Planting easements shall be placed between lots I and 2, lots 2 and 3, and on the easterly
side of lot 1.
Y. Town start approval will be necessary on the wetland enhancements, the planting
easement and the conservation easement.
10. We recommend a bond in the amount of S 1,000. Be submitted to the Planning & Zoning
Commission to ensure establishment of the markers for the casements and establishment
of the plantings in the planting easements.
Very truly yours,
iNL&ND WETLANDS AGENCY/
CONSERVATION COMMISSION
P C� �7 )
Philiv 210mey, Vice Chairperson
PF:dr
cc: Terra Technologies
APPROX. AREA SUBJECT TO SLOPE LIMITS
(SEE MAP REFERENCE #5)
'—PROPOSED 10' STREET TREE
EASEMENT IN FAVOR OF
THE TOWN OF SOUTH WINDSOR
N/F CONNECTICUT UGHT do POWER
OWNER:
ESTATE OF EVELYN F. JOHNSON
C/0 GARY N. JOHNSON
770 BURNHAM STREET
SOUTH WINDSOR, CONNECTICUT 06074
® Tel. 860.291 • 8755
® Fax 860.291 - 8757
fesign Iff
r'ofessionalsg inc,
® civil engineers • planners surveyors
a
landscape architects • gis • gps
165 SOLIth Satellite Road, South Windsor, Connecticut 00074
PLOT PLAN
DESIGN. • PRD/JS I DRAWN tJS I CHECKED., GBS/
JOB NO.: 1701 1 DATE. MG 20, 2003
DRAWING NO.: server/jobs/1701/1701-2. dwa
LEGEND
O
IRON PIN TO BE SET
O
EXISTING IRON PIN
■
MONUMENT TO BE SET
❑
EXISTING MONUMENT
-----
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
RESURVEY PREPARED FOR:
TERRA TECHNOLOGIES GROUP, LLC
& CHAPEL ROAD GROUP, LLC
(CHAPjjEo lROAD SOUTH `s UNDSORLp CONN EC'B U CUT
SHEET
2,
11
IF
SEEDING SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANANT 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.
Construction Sequence
South Windsor
1. Coordinate all work with Town of South Windsor staff.
2. Install tree protection for trees to be saved.
3. Install erosion control measures. Contact Town for inspection.
4. Remove and store existing trees to be saved from areas to be disturbed.
5. Locate all existing utilities and take necessary measures to insure adequate
protection of existing utilities during construction,
6. Loam and seed disturbed areas as soon as practical during the
construction process.
7. Begin construction of individual houses. Work to proceed as follows:
a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use
topsoil berm(s) to control runoff from houses.
b) Grade areas, install fill as required, install foundation, and grade to
driveway sub -grade.
c) Install utilities.
d) Loam and seed sideslopes and disturbed areas as soon as practical
during the construction process.
e) Construct house.
f) Install pavement for driveways.
8. All slopes and areas disturbed by construction shall be graded smooth and
4 inches of topsoil applied. The areas shall then be seeded or sodden,
fertilized, mulched, watered, and maintained until hardy grass growth is
established in all areas. All earthen areas will be grassed.
9. Reestablish all non -vegetated areas in accordance with Permanent Erosion
Control requirements.
10. Maintain all existing erosion controls throughout the construction process,
and add additional measures as conditions warrant.
11. Final clearing of erosion and sedimentation controls.
12. Remove tree protection and temporary erosion control measures.
GENERAL NOTES:
MITIGATION SHRUB PLANTINGS
ZONE
SCIENTIFIC NAME
COMMON NAME
Wetland
Aronia arbutifolia
Red chokeberry
Clethra alnifolfa
Sweet pepperbush
flex verticillata
Winterberry
Vaccinium corymbosum
Highbush blueberry
Viburnum recognitum
Arrowwood
NOTES:
1. WETLANDS SHRUBS AVAILALE FROM NEW ENGLAND WETLAND
PLANS, INC., AMHERST, MA (413) 256-1752.
2. ACTUAL SPECIES SELECTION WILL DEPEND UPON AVAILABILITY
AT LOCAL/REGIONAL NURSERIES.
3. 20 OF EACH SPECIES TO BE PLANTED, FOR A TOTAL OF 100
SHRUBS.
4. MITIGATION PLANTINGS SHALL BE SUPERVISED BY THE
CONSULTING WETLANDS SCIENTIST AND TOWN ENVIRONMENTAL
PLANNER.
F
T 77
c9
/Nyir1 S,� S
PROPOSED 10' STREET TREE \\
EASEMENT IN FAVOR OF THE
TOWN OF SOUTH WINDSOR�
N/F BARBARA C. MURRAY
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) F44R
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 566
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE 66
DESIGN ENGINEER.
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
5. MAXIMUM SLOPE OF FILL TO BE 3:1 EXCEPT WHERE NOTED ON THE PLANS. 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.
6. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED.
7. 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.
8. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP AS REQUIRED. FOUNDATION DRAIN TO BE EQUIPPED WITH A
CHECK VALVE. FOUNDATION DRAIN SHALL BE INSTALLED TO PROVIDE POSITIVE FLOW TO CATCH BASIN WHERE
FEASIBLE.
ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2003
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2004
RESPONSIBLE PERSON(S) FOR IMPLEMENTA TION
OF SEDIMENTA 77ON AND EROSION CONTROL IS
OWNER/APPL/CANT.
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.
PROPOSED CONSERVATION EASEMENT IN
FAVOR OF THE TOWN OF SOUTH WINDSOR
N/F STATE OF CONNECTICUT 1-291
APPLICANT:
TERRA TECHNOLOGIES GROUP, LLC
& CHAPEL ROAD GROUP, LLC
C/O MARK ZWEIFLER
17 ROSE AVENUE
WEST HARTFORD, CONNECTICUT 06110
TEL: 860-953--6102
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.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MARTEL LIC. No.
2
9/12/03
REVISE PER PZC & IWA/CC APPROVAL
MHA
1
6/20/03
REVISE PER TOWN COMMENTS
MHA
I
NO.
DATE
DESCRIP77ON
BY
STOP SIGN
TF
A/ 2 N
/A, (75` �17
y � w� 762
I'I 2
4 21.
R�25 06 (7.OTAC
TO 5.87 , CURVC)
#s270 Fie
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN AS PER
FIRM COMMUNITY PANEL NUMBER 090036 010D REV. FEBRUARY 23, 2001.
3. HORIZONTAL DATUM - NAD'27.
4. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE.
5. INLAND WETLANDS FIELD DELINEATED BY JOHN P. IANNI, HIGHLAND SOILS LLC IN MARCH 2O03 AND
FIELD LOCATED BY DESIGN PROFESSIONALS, INC. IN APRIL 2003.
MAP REFERENCES:
1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERAN MEMORIAL HIGHWAY FROM
JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE- SCALE 1"= 80'
NUMBER 132-07 SHEET 4 OF 4 DATE 1-00
2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM EVELYN F. JOHNSON BY THE
STATE OF CONNECTICUT INTERSTATE ROUTE 291 (LIMITED ACCESS HIGHWAY) SCALE 1"=40'
MAY 1, 1990 - ROBERT W. GUBALA.
3. RIGHT OF WAY MAP CHAPEL ROAD FROM U.S. ROUTE 5 EASTERLY TO BURNHAM STREET
SOUTH WINDSOR, CT. PROJECT 1174.09 DATE JUNE 7, 1991, SCALE 1"=40' REV 6/92
SHEET 4 OF 4 BY A-N CONSULTING ENGINEERS, INC.
4. MANCHESTER - SOUTH WINDSOR R/W PROPERTY PURCHASE - SOUTH WINDSOR MANCHESTER
HENRY M. JOHNSON ET AL - THE CONNECTICUT POWER COMPANY ENGINEERING DIVISION
SCALE 1" = 100' 1-6-56 FILE E55229-Q
5. TOWN OF SOUTH WINDSOR MAOP SHOWING LAND ACQUIRED FROM EVELYN F. JOHNSON
BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD, SCALE 1"=40' REV 8/88
BY THE TRANSPORTATION CHIEF ENGINEER BUREAU OF HIGHWAYS.
APPROX. AREA SUBJECT TO SLOPE LIMITS
(SEE MAP REFERENCE #5)
F
TF 6
//NV�719 96
//V ��ls 'v%' 17
77 S O6
7, s 6
90• l
so. /
0' R. Y. /dry
�= 5 74'41" i�
R=825�06 (LOT 1, / O-
75.52* TOTA
Tan=
`I I
i 60.4526 ,..� 98.74' TO MON.
MON. S8 ''53"E CHAIN LINK FENCE
PROPOSED 20' VEGETATIVE
EASEMENT IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 n.
LAWN / STREETS /
CROSS-COUNTRY PAVED AREAS
TOPSOIL & SOD OR SEED
BASE AND PAVEMENr
-PER PAVEMENT DETAIL.
APPROVED GRANULAR NON -
ORGANIC BACKFlII MATERIAL
PLACED AND COMPACTED IN
48
MIN.
d
•:. ;
12 MIN.
6" MIN,
ONE FOOT (1) (MAX.) LIFTS.
"-----,AND (CT DOT M.03.02-2 FINE AGGREGATE)
8" DUCTILE IRON PIPE
I
3 __j
SECTION
WATER MAIN TRENCH SECTION
NOT TO SCALE
N.T.S.
1/6 OR 1/8 BEND
(22.5' OR -ff45')
�D
PLAN VIEW
1 /4 BEND (90')
3 WA
D
I + TRENCH WIDTH ' I
r
6' MIN.- TRENCH SHALL BE
EXCAVATED TO FIRM
MATERIAL IMMEDIATELY
-i� PRIOR TO PLACING
T CONCRETE
SECTION
PLAN VIEW
CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS & SANITARY FORCE MAINS
THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale)
NOTES:
1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 123 PST.
2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION.
THE WATER COMPANYS INSPECTOR WLL MAKE THE DETERMINATION.
PLAN VIEW
S230
�03
7"4
APPROX. AREA SUBJECT TO SLOPE LIMITS
(SEE MAP REFERENCE #5)
'-PROPOSED 10' STREET TREE
EASEMENT IN FAVOR OF
THE TOWN OF SOUTH WINDSOR
N/F CONNECTICUT LIGHT & POWER
OWNER:
ESTATE OF EVELYN F. JOHNSON
C/O GARY N. JOHNSON
770 BURNHAM STREET
SOUTH WINDSOR, CONNECTICUT 06074
Tel. 860.291 • 8755
Fax 860.291.8757
esign
rofessionatls, Inc.
civil engineers • planners surveyors
O
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
TOF'OO G�APH�IC PLAN'
DESIGN.•, JAS DRAWN.• JAS I CHECKED.- GBS/
✓og No.: 1701 1 DA TE.• May 20, 2003
DRAWING NO.: server/iobs/1701/1701_3. dwo
LEGEND
O
IRON PIN TO BE- SET
®
EXISTING IRON PIN
■
MONUMENT TO BE SET
❑
EXISTING MONUMENT
ru>
EXISTING UTILITY POLE
- F2)_
EXISTING CATCH BASIN AND PIPE
-W-
PROPOSED WATER LATERAL
-F-
PROPOSED FOUNDATION DRAIN
-s-
PROPOSED SANITARY LATERAL
-ETC-
PROPOSED CABLE, ELECTRIC
& TELEPHONE SERVICE
--,300--
EXISTING CONTOUR
---®-
PROPOSED CONTOUR
x312.25
PROPOSED SPOT GRADE ELEVATION
x312.25
EXISTING SPOT GRADE ELEVATION
SURFACE DRAINAGE DIRECTION
EXISTING TREE LINE
PROPOSED TREE LINE
-----
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
RESURVEY PREPARED FOR:
TERRA TECHNOLOGIES GROUT; LLC
& CHAPEL ROAD GROUP, LLC
CRABf�IEL ROAD
SOUTH WUMSO s, ICONRTIECM CUT
SHEET
3,
0
M
.T�3
SEEDING SCHEDULE
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT, IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SO. FT.
PERMANANT 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.
Construction Sequence
South Windsor
1. Coordinate all work with Town of South Windsor staff.
2. Install tree protection for trees to be saved.
3. Install erosion control measures. Contact Town for inspection.
4. Remove and store existing trees to be saved from areas to be disturbed.
5. Locate all existing utilities and take necessary measures to insure adequate
protection of existing utilities during construction.
6. Loam and seed disturbed areas as soon as practical during the
construction process.
7. Begin construction of individual houses. Work to proceed as follows:
a) Strip topsoil stockpile in berm(s) downslope of disturbed area; use
topsoil berm(s) to control runoff from houses.
b) Grade areas, install fill as required, install foundation, and grade to
driveway sub -grade.
c) Install utilities.
d) Loam and seed sideslopes and disturbed areas as soon as practical
during the construction process.
e) Construct house.
f) Install pavement for driveways.
8. All slopes and areas disturbed by construction shall be graded smooth and
4 inches of topsoil applied. The areas shall then be seeded or sodden,
fertilized, mulched, watered, and maintained until hardy grass growth is
established in all areas. All earthen areas will be grassed.
9. Reestablish all non -vegetated areas in accordance with Permanent Erosion
Control requirements.
10. Maintain all existing erosion controls throughout the construction process,
and add additional measures as conditions warrant.
11. Final clearing of erosion and sedimentation controls.
12. Remove tree protection and temporary erosion control measures.
GENERAL NOTES -.-
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 SHALL 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 BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN
GROUND.
F
T CB
77
J
SJcyT ��(24 770� 7S
</N�\ i 770 7$
PROPOSED 10' STREET TREE 12SOx
,5
EASEMENT IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
R 0
139 9 7
T°n0,
$ f <j
ANTI -TRACKING PAD
V"^'2' J T VIVE VIN '
FILTER FABRIC (TYP.)
4�
SILT FENCE (TYP.)
1. ALL MONUMENTA11ON FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE 500-YEAR FLOOD PLAIN AS PER
FIRM COMMUNITY PANEL NUMBER 090036 010D REV. FEBRUARY 23, 2001.
3. HORIZONTAL DATUM - NAD'27.
4. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE.
5. INLAND WETLANDS FIELD DELINEATED BY JOHN P. IANNI, HIGHLAND SOILS LLC IN MARCH 2O03 AND
FIELD LOCATED BY DESIGN PROFESSIONALS, INC. IN APRIL 2003.
MAP REFERENCES:
1. PRELIMINARY RIGHT OF WAY SURVEY STATE OF CONNECTICUT DEPARTMENT OF TRANSPORTATION
RIGHT OF WAY MAP TOWN OF SOUTH WINDSOR VIETNAM VETERAN MEMORIAL HIGHWAY FROM
JOHN FITCH BOULEVARD EASTERLY TO THE MANCHESTER TOWN LINE- SCALE 1"= 80'
NUMBER 132-07 SHEET 4 OF 4 DATE 1-00
2. TOWN OF SOUTH WINDSOR MAP SHOWING LAND ACQUIRED FROM EVELYN F. JOHNSON BY THE
STATE OF CONNEC11CUT INTERSTATE ROUTE 291 (LIMITED ACCESS HIGHWAY) SCALE 1"=40'
MAY 1, 1990 - ROBERT W. GUBALA.
3. RIGHT OF WAY MAP CHAPEL ROAD FROM U.S. ROUTE 5 EASTERLY TO BURNHAM STREET
SOUTH WINDSOR, CT. PROJECT 1174.09 DATE JUNE 7, 1991, SCALE 1"=40' REV 6/92
SHEET 4 OF 4 BY A-N CONSULTING ENGINEERS, INC.
4. MANCHESTER - SOUTH WINDSOR R/W PROPERTY PURCHASE - SOUTH WINDSOR MANCHESTER
HENRY M. JOHNSON ET AL - THE CONNECTICUT POWER COMPANY ENGINEERING DIVISION
SCALE 1" = 100' 1-6-56 FILE E55229-Q
5. TOWN OF SOUTH WINDSOR MAOP SHOWING LAND ACQUIRED FROM EVELYN F. JOHNSON
BY THE STATE OF CONNECTICUT RECONSTRUCTION OF CHAPEL ROAD, SCALE 1"=40' REV 8/88
BY THE TRANSPORTATION CHIEF ENGINEER BUREAU OF HIGHWAYS.
APPROX. AREA SUBJECT TO SLOPE LIMITS
(SEE MAP REFERENCE #5)
SUMP t z`O X. 12 PIN 0 yh /4 Fce
pUMp TO REMAIN o �> J,Vl, 799
N/F BARBARA C. MURRAY , ,� R , FRq 70>S i �� APPROX. /LOC TIO) , ®� S pR0 V S ��6 7$ 0
; s S / cr>`O JV !J S 7�A 66
e
7 76 $ 1 Y 6
J ♦ f � / E �E�9
r� ;i / ♦ ♦ ♦ I1 I O° 7.00 L TI
N M UZ� ` ` ♦ ♦ ♦ I �i /ry
9 O. CS/CMACyr /
0 k ♦ /l w rn `V . J Yao 0 INI,MA ,�
o ^� / 9p• o M N / FF ERq • 70
LOT J TOh, �79 p0(J\s �VOT9 0
CqR.' 7x$0 F a 0, M 1>41
5'7,595 S.F. 2 . � �0 7.06 r fo%
\ / . _ A NG PA,
o - \ ,cam o ♦ - ~ - 6 N2�\ST NE �
PROPOSED ' $00. �(EGETATIVE / !M°j �, / `� ♦ ♦ 77 - ^ �o o • TE IF RIC (TY
EASEMENT IN FAVOIP -OE THE 10� h ♦ N I 2 %��
TOWN OF SOUTH WINDSOR. ^ ^ ♦ ♦ ftb
00
\ CEO->
BIT. RO#5209 STOP SIGN �O �/ �+� FCe
DRY % \2 7 2 Mq 1�/ �►T J T� 77>6
11 \ � JN�((72 A)7
/��r' �FJ.• �2 s2
Al
� / 764 87 • '1 0� �•CJ �16.94
9NFT#$27FC
03 </ F
7 O� 708 86 ,
oQ
- Wass
/ O
/ L
MO . R% ' . '� LOT 2 WF#7 � ;/ oQ .
----�'J; 52,588 S.F. _
M0) n, t
i I
h R. Y �+�5APPROX .R0 ING LIMITS ` PROPOSED 0' M / A N{PER AP REF. 2) EASEMENT INFAV R O THE WF#9 ♦ ,
F� �R MON. ,��$ yyF#4 ' WF#5 TOWN OF SOUTH,'WINDSOR 3�ti ♦ `
EQ EjyO l / 2„W ` EASEMENT LIMITS `�'N ,�
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) S663�. MON. �, S89� (PER MAP REF. 2), , SILT FENCE�-
STANDARDS AND SPECIFICATIONS 23 ,1�2 /�- 96.00 i ��
( ) OT 1
r
FROACFNF/� J�!/ 7� � 11 ♦ �'
TO' 72j yOUq< 7 $ �• �'
cqR �90 o SF ,�, orF`8
S
' $0
6, 1F p 2g , ., ' '♦ 9 1 S� �� ��.
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. 862328,E / 4 #3 /N ��'�#10 ,�, 5 5 A,' S.F.
• �. �,♦ X g0 / ' ti /,
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE 7138 ,� ? 3.4j, yyF# � M , , `,t 1' ♦' � j�o� /�'o
6 g M Zq 7 / v 1� 80, IT OF ry
DESIGN ENGINEER. (TOTAL s o To 0 /.fir / '`�� �. UUP� D REVIEW 1.2 AC. ��
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. e TO71 R 18.1 y 7, 50' R.Y.
5. MAXIMUM SLOPE OF FILL TO BE 3:1 EXCEPT WHERE NOTED ON THE PLANS. ALL FILL MATERIAL > 1 C 265"kt43(C
TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT # 5' C r°n_-1 EASES�R / -12• '� WF#11 ;IN ( � � '
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS PROPOSED CONSERVATION EASEMENT IN H'�IN C7 2'7J TOT MEN R�g2 20'4' ,' r ,' ,' If J
OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION FAVOR OF THE TOWN OF SOUTH WINDSOR NA FENC£ A�) T"177'�6I 2 WF#12 Q ; 5 , "
OT 41 (LOT 1 • / / �`� 0 c -
OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, /23 A�) R=825 osl, TOTAL
INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, WF 1,. 1=185 5, �� Tan-75.57'9 ��
LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR `� 21 '22� `, , �60.26' ...i 98.74' TO MON.
EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY R�25.0643 (TOTAL
RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. Tpn057$85, CURVE) MON. S8 '45'53"E CHAIN LINK FENCE
6. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. 74 ' ,
7. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE N/V STATE OF CONNECTICUT 1-291 / PROPOSED 20' VEGETATIVE
CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE EASEMENT IN FAVOR OF THE
EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. /� TOWN OF SOUTH WINDSOR
8. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP AS REQUIRED. FOUNDATION DRAIN TO BE EQUIPPED WITH A
CHECK VALVE. FOUNDATION DRAIN SHALL BE INSTALLED TO PROVIDE POSITIVE FLOW TO CATCH BASIN WHERE
FEASIBLE.
ESTIMATED START DATE FOR CONSTRUCTION - SUMMER 2003
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2004
RESPONSIBLE PERSON(S) FOR IMPLEMENTA 77ON
OF SEDIMENTA TION AND EROSION CONTROL IS
OWNER/APPLICANT.
z � x
II II
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
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.
2 9/12/03
1 6/20/03
NO. DATE
REVISIONS
PER PZC & IWA/CC APPROVAL
REVISE PER TOWN COMMENTS
DESCRIP77ON
APPLICANT:
TERRA TECHNOLOGIES GROUP, LLC
& CHAPEL ROAD GROUP, LLC
C/O MARK ZWEIFLER
17 ROSE AVENUE
WEST HARTFORD, CONNECTICUT 06110
TEL: 860-953-6102
THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
40 0 2D 40 80
MHA EROSION CONTROL ONLY, AND IS NOT TO IN FEET
)
MHA g E USED FOR UTILITIES CONSTRUCTION . 1 inch = 40 ft.
BY
OWNER:
ESTATE OF EVELYN F. JOHNSON
C/O GARY N. JOHNSON
770 BURNHAM STREET
SOUTH WINDSOR, CONNECTICUT 06074
77
03e,
.,.
&
R�
011
&0
6" CT D.O.T. 2" STONE TO BE PLACED
Z OVER FILTER FABRIC Met
RO SEE SEDIMENT AND EROSION
SHEET FOR PAVEMENT WIDTHSL..e &R) sb
• Y
THRU STREET EDGE OF PAVEMENT''
ANTI -TRACKING APRON
not to scale
1. SET POSTS AND
ANGLE POSTS EXCAVATE A 6%6" TRENCH
5• UPSLOPE POST UPSLOPE FROM POSTS. SILT
FOR STABILITY FENCING
AND SELF-
CLEANING.
WTI --/ r 12" MIN.
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPACTED
BACKFILL
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
APPROX. AREA SUBJECT TO SLOPE LIMITS
(SEE MAP REFERENCE #5)
I -PROPOSED 10' STREET TREE
EASEMENTIN FAVOR OF
THE TOWN OF SOUTH WINDSOR
N/F CONNECTICUT LIGHT do POWER
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civil engineers • planners surveyors
landscape architects • gis • gps JOB NO.: 1701 DATE.• May 20, 200J
16°5 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/iobs/1701/1701_4. dWa
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IRON PIN TO BE SET
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EXISTING IRON PIN
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EXISTING UTILITY POLE
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EXISTING CATCH BASIN AND PIPE
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PROPOSED WATER LATERAL
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PROPOSED FOUNDATION DRAIN
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PROPOSED SANITARY LATERAL
-ETC-
PROPOSED CABLE, ELECTRIC
& TELEPHONE SERVICE
--300--
EXISTING CONTOUR
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PROPOSED CONTOUR
x312.25
PROPOSED SPOT GRADE ELEVATION
x312.25
EXISTING SPOT GRADE ELEVATION
SURFACE DRAINAGE DIRECTION
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PROPOSED SILT FENCE
EXISTING TREE LINE
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PROPOSED TREE LINE
----
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
RESURVEY PREPARED FOR:
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