HomeMy WebLinkAbout03-55P_PROPERTY OF ELIZABETH J. GERICH RESBDIVISION-SPECIAL EXCEPTION PLAN_ELLINGTON ROADProperty of Elizabeth J. Gerich
R SUBDIVISION/SPECIAL EXCEPTION PLAN
prepared by:
i
6,je
sign ,
fessIonals inc.
if civil engineers • planners • surveyors
landscape architects • CIS • CPS
165 South Setallite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
MAP LOT MAIUNG ADDRESS OWNER
49-15
49 15
14" ELUM070M ROAD
NGAN THANH NGUY£N
is
1
1540 SULUVAN AVENUE
1448 ELLINGTON ROAD
TOWN OF SOUrH WINDSOR
RAYMOND F. & MADELEINE 0. FRIrSCH
50
2
1451 ELLINGTON ROAD
CUFFORD RALPH GERICH
3
1457 ELLINGTON ROAD
OLIN R. & EL12ABETH J. GERICH
4
5
u83 ELLINGTON ROAD
15D9 £LLINGrON ROAD
CHRIS17NE CASSETTARI
MUHAMMED & KAREN F. OSUMAH
6
8
1519 ELLINGTON ROAD
P.O. 80X 415
DAWN CYR
$0. WINDSOR LAND CONS. M INC.
EAST WINDSOR HILL, Cr 05028
12
R094 ELLINGTON ROAD
STANLEY WALDRON
13
R094 ELLINGTON ROAD
STANLEY WALDRON
52
18
$17 CLARK STREET
3 PIERCE ROAD
BRUCE S. KELLEY
MARK C. & CHRISTINE C. SMITH
63 19
141 MAIN STREET
✓OHN 8. WW RD ETAL
WETH£RSFIELD, CT 08fo9
01
NOTESI
THESE ORMIN65 ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPEUFICALLY FOR THE OWNEWAPPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR SY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE E>RPRESS WRITTEN PERMISSION OF VESION
PRO1�1!55IONA4.3, INC.
THESE PLANS ARE INVALID UNLESS THEY B>^AR THE OR16INAL SIONATLRE AND IMPRESSION SEAL
OF THE PROFESSIONAL EN61NEER OR SURN/EOR.
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 HAVING BEEN OBTAINEDEASRTHE ERESULT OF A/O FIELD SURVEY, AND IR OTHER SOURCESOSFSUBJINFECTATO SUCH CHANGE ASTION. IT IS NOT TO AN CONSTRUED S
AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO THE MY K ELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SOUTH
12882
RICHARD P. MARTEL LIC. No.
OWNER:
ELIZABETH J. GERICH
1457 ELLINGTON ROAD
WINDSOR, CONNECTICUT
TEL: (860) 644-0030
UT H wu
0 A CONNEC UCU
06074 0� •
155? SOUTH
APPLICAN 1:
LAURA J. GERICH
1451 ELLINGTON ROAD
WINDSOR, CONNECTICUT
TEL: (860) 644-3373
06074
PEPPERBUSH
WA\Y (Pvt) o
\n 0
SHADBUSH �. p
LANE v
(Pvt)
4 o
ARROWW00 Opp
C7CLE (Pvt) O
ELLINGTON ROP
(Pvt)
0 1
Iz �o PODIJNK
1
boo Pp0 PARK 1 \
0-12
DESIGN PROFESSIONALS, INC. LOCATION PLAN N.T.S.
50-13
Zoning Data Block
IE: RR (RURAL RESIDENTIAL)
ITEM REQUIRED/ALLOWED REQUIRED/ALLOWED PROVIDED LOT#1 PROVIDED LOT#2
CONVENTIONAL LOT INTERIOR LOT CONVENTIONAL LOT INTERIOR LOT
Area
40,000 S.F. min.
80,000 S.F. min.
42,565 S.F.
96,905 S.F.*
Width
175 ft. min.
262.5 ft. min.
175.00 ft.
263.00 ft.
Depth
200 ft. min.
200 ft. min.
316.36 ft.
557.53fft.
Coverage
Coverage
10% max.
N/A
10% max.
N/A
6%
N/A
2%
N/A
>ervious
Iding Stories
2 1 /2 max.
2 1 /2 max.
< 2 1 /2
< 2 1 /2
Iding Height
30 ft.
30 ft.
< 30 ft.
< 30 ft.
>nt Yard
50 ft.
50 ft.
53.78 ft.
243.45 ft.
ar Yard
50 ft.
50 ft.
47.90 ft**
206.44 ft.
ie Yard
20 ft. min.
20 ft. min.
0.87 ft.**
47.69 ft.
A EXCLUSIVE OF ACCESS AREA.
DING GARAGE BUILDING ON LOT #1 PREVIOUSLY NONCONFORMING TO SIDE AND REAR YARD REQUIREMENT.
SHEET INDEX
1 COVER SHEET/KEY MAP/
ZONING &DATA BLOCKS
2 PLOT PLAN
3 TOPOGRAPHIC/SEDIMENTATION &
EROSION CONTROL PLAN
SOUTH
ENGlNEERING pEP
REVISION: OCT05ER 2'1, 2005
DATE: JULY 22, 2005
SHEET 1
DPI PROD. # 1425
SERYER/J05`5/1425/1423-I .dwg
o-
GENERAL NOTES.-
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN THE RR ZONE.
3. HORIZONTAL DATUM - NAD '83
VERTICAL DATUM - NAVD '29
4. TOPOGRAPHY IN AREA OF DEVELOPMENT WAS FIELD SURVEYED BY DESIGN PROFESSIONALS,
INC. AND CONFORMS TO VERTICAL ACCURANCY CLASS T-2. TOPOGRAPHY IN AREA OF
WETLANDS CONFORMS TO VERTICAL ACCURACY CLASS T—D.
4. REGULATED INLAND WETLANDS WERE FIELD DELINEATED BY JOHN P. IANNI, HIGHLAND SOILS,
LLC, IN MAY 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC.
5. PROPERTY IS LOCATED IN THREE FLOOD ZONES PER FIRM COMMUNITY PANEL NUMBER
090036 0036D MAP REVISION FEBRUARY 23, 2001 PANEL 6 OF 11.
a.) SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100—YEAR
FLOOD — FLOOD ZONE AE — BASE FLOOD ELEVATION
DETERMINED. BASE FLOOD ELEVATION IS 60.
b.) OTHER FLOOD AREAS — FLOOD ZONE X — AREAS OF 500—
YEAR FLOOD; AREAS OF 100—YEAR FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY
BY LEVEES FROM 100-YEAR FLOOD.
a) OTHER AREAS - FLOOD ZONE X - AREAS DETERMINED TO
BE OUTSIDE 500-YEAR FLOODPLAIN.
6. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS
AND SPECIFICATIONS.
7. PROPOSED DRIVEWAY SHALL HAVE A 1" LIP.
8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
10. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
11. 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 TYPICALLY EXCLUDES,
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION 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.
12. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED
FROM SITE, NOT BURIED.
13. 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.
14. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD
WHERE NECESSARY TO PREVENT DUST BUILD UP.
15. A RODENT SCREEN SHALL BE INSTALLED ON THE FOUNDATION DRAIN.
16. A STREET EXCAVATION PERMIT MUST BE TAKEN OUT BY THE CONTRACTQR, FROM THE TOWN
OF SOUTH WINDSOR, PRIOR TO THE INSTALLATION OF THE DRIVEWAYS ON ELLINGTON ROAD.
17. WPCA APPROVAL REQUIRED FOR SANITARY SEWER LATERAL CONNECTION.
18• DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN. FROM THE EXISTING
EDGE OF PAVEMENT.
19. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP IF REQUIRED.
20. ROOF LEADERS TO DISCHARGE TO SPLASH PADS.
21. EXISTING GARAGE BUILDING ON LOT #1 PREVIOUSLY NONCONFORMING TO SIDE AND REAR
YARD REQUIREMENT.
MAP REFERENCES:
1, PROPERTY OF ELIZABETH B. HERITAGE. ELLINGTON ROAD - SOUTH
WINDSOR, CONN. SCALE 1"=40' AUG. 27, 1952, HAYDEN L. GRISWOLD
C.E.
2. RECORD AS -BUILT PREPARED FOR CLIFFORD R. & JEANETTE
D. GERICH, ELLINGTON ROAD SOUTH WINDSOR, CONN. SCALE
1"=40'. DATED OCTOBER 20, 2001; PREPARED BY DESIGN
PROFESSIONALS INC.
,€ dr 3 fi•
X*. ' '!
1540 SULLIVAN AVENUE •SOUTH WINDSOR, CONK. 06074
AREA CODE 8601644-2611
CERTIFIED MAIL
September 22, 2003
Mrs. Laura Gerich
1451 Ellington Road
South Windsor, Cr 06074
Re: Appl 03-55P, Gerich Interior 1A)t
Dear Mrs, Gerich:
A't its September 16, 2003, meeting, the Planning and Zoning Commission voted to approve your
request for Resubdivision and Special Exception for Article 4.6.1 for an interior lot at 1457
Ellington Road, RR zone for the above referenced application.
This approval is subject to the following conditions:
1. Drainage and construction for this lot is subject to the approval of the Town Engineer.
2. The lot shall be serviced by the Town of South Windsor sanitary sewer system; and is subject
to the approval of the Water Pollution Control Authority.
3. Water shall be supplied to this lot by public water.
4. Fire Marshal's approval is required for driveway configuration.
5. All plans usod in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor,
6. All easements for conservation purposes, drainage or utilities, that may be required in
connection with the approval of this lot, must be submitted on standard Town easement form
where appropriate. to this Commission prior to filing the mylars and issuance of b'61dingt
permits.
7. Footing drains are required for the house. Prior to the building of any structure on a lot, a
topographic map, drawn to a scale of 1" — 40', shall be submitted, showing proposed
contours, elevations and the location of the footing drains. No building permit will be issued
until the proposed contours, floor elevations and location of footing drains have been
approved by the Town Engineer.
o a x
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.
i78 04, 44"
w _
HD40•13 F-f-
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s %l\
ACCESS EASEMENT
OLIN R. & ELIZABE
N/F
CLIFFORD RALPH GERICH
ao <
o�y
�y2�s
s
y
•rn
VOL-
DECK
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2N s C
DRAINAGE EASEMENT & RIGHT TO DRAIN
IN FAVOR OF 1451 ELLINGTON RD.—' S6
8. If, for any reason, finished grading and other 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
band must be submitted prior to issuance of a Certificate of Occupancy.
9. 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.
10. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section
4.13.10 of the zoning regulations.
11. Engineering comments dated 912103 must be addressed to the Town Engineers satisfaction.
Black and white transparent mylars of Sheet #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 letter of approval of this Commission must be reproduced on the
mylars.
After the mylars have been signed by the Commission, they will be returned to you for filing in
the Office of the Town Clerk by 3anuary 3, 2004. After filing these plans, a copy of the receipt
must be submitted to the Planning Department.
The attached Special Exception form must be completed and filed in the Town Clerk's office.
The special exception will take effect upon filing.
Sincerely,
Kevin McCann, Chairman
Planning and Zoning Commission
KMcC&ah
cc: Town Engineer
Chief Building Official
Assessor
Design Professionals, Inc.
vi
oPR1 LOT #1 N y
42,565t SQ.FT. l�
f '
0.97 ACRE i7
R�
z
i
'' EX. GARAGE TO BE RELOCATED
OR RAZED TO CONFORM TO
FRONT AND SIDE YARD
LOT #2 ACCESS AREA
21, 064:t SQ.FT.
0.48f ACRE
N/F
CHRISTINE CASSETTARI
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.off ,.,,,,.,, .,...--•---..•• '" 2sa.00' �-.�.
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PROP. HOUSE �a FG� NOOK 5b , WF13
1475 ELLINGTON RD
OW:7 00 Q WF12
GAR:78.00 I
BASEMENT 71.00
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OWNER:
ELIZABETH J. GERICH
1457 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL: (860) 644-0030
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-21
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
2 10/27/03 ADD APPROVAL LETTER MHA
1 7--30-03 Correction to Abutter Information JAS 12882
NO. i DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft,
WF8
�,y• `
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
\�'OR•C
TELEPHONE (860) 644.2511
October 16, 2003
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Attn: Judy Schuler
RE; Gerich Resubdivision Plan
Ellington Road
South Windsor, CT
Dear Ms. Schuler.
The South Windsor Water Pollution Control Authority, at its regular meeting of October 7, 2003, gave
approval for the connection of a residential subdivision at Ellington Road, South Windsor, CT, to the
Town's seweragesystcm, as snore specifically shown on plans twitted `"Topographic Plan/Sedimeutation &
Erosion Control Plan" prepared by Design Professionals, Inc., PmjoctNo 1423, Drawing No(a)3, dated 7-
22-03, revisal 9-3-03, and subject to the following conditions:
l . Technical approval of the Town Engineering DtPartmmt.
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 stab and based upon the written
Verification of the Town staff that said sanitary sewer line was installed in substantial
conformancewith the design plans previously approved by the Authority, and meeting all Town
regulations and appropriate technical specifications relating to sanitary sewer construction.
ilds approval letter must be superimposed on the final approval plans,
Very truly yam,
jo—aph J. Garino, Chairman
Water Pollution Control Authority
JC:dd
Cc: Matthew Gall gan, Town Manager
Michael J. Gantick, Director of Public Works
JeffbooliWe, Town Engineer
Marcia Ranch, Director of Planning
Chris Dougan, Chief Building inspector
Laura J. Gerich
OF ACCESS AREA
\ ` N/F
\ MUHAMMED & KAREN F. OSUMAH
�,.
TOgdL AREA:117,96t4jS.F.
2.70± AC.
AR A//]EXCLU'NE 96,905t S.F.
OF ACCESS .'AREA: 2.22t AC.
Off.
% Cv.
o /zo NE AE •'
NOTE 5a)
/• I
BRUCE S. KELLY
rA
APPLICANT:
LAURA J. GERICH
1451 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL: (860) 644-3373
Tel. 860.291 • 8755
a Fax 360.291.8757
esgn ,
rofessionals, Inc.
civil engineers • planners surveyors
■
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
RESUBDIVISION PLAN
PLOT PLM
DE -SIGN. GBSI/S I DRAWN. ✓S I CHECKED. GBS/
JOB ND.: 1423 I DA TE.• July 22, 2003
DRAWING NO.: server/jobs/142311423_2.dw9
LEGEND
IRON PIN TO BE SET
O EXISTING IRON PIN
o EXISTING MONUMENT
------- EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
PROPERTY SURVEY/RESURVEY PREPARED FOR:
ELIZABETH Jo & LA URA J GERICH
SOUTH H WIims®1E8, CONM CTRCUT
SHEET
2
GENERAL NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN THE RR ZONE.
3. HORIZONTAL DATUM - NAD '83
VERTICAL DATUM - NAVD '29
4. TOPOGRAPHY IN AREA OF DEVELOPMENT WAS FIELD SURVEYED BY DESIGN PROFESSIONALS,
INC. AND CONFORMS TO VERTICAL ACCURANCY CLASS T-2. TOPOGRAPHY IN AREA OF
WETLANDS CONFORMS TO VERTICAL ACCURACY CLASS T-D.
4. REGULATED INLAND WETLANDS WERE FIELD DELINEATED BY JOHN P. IANNI, HIGHLAND SOILS,
LLC, IN MAY 2003 AND FIELD LOCATED BY DESIGN PROFESSIONALS, INC.
5. PROPERTY IS LOCATED IN THREE FLOOD ZONES PER FIRM COMMUNITY PANEL NUMBER
090036 0036D MAP REVISION FEBRUARY 23, 2001 PANEL 6 OF 11.
a.) SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100-YEAR
FLOOD - FLOOD ZONE AE - BASE FLOOD ELEVATION
DETERMINED. BASE FLOOD ELEVATION IS 60.
b.) OTHER FLOOD AREAS - FLOOD ZONE X - AREAS OF 500-
YEAR FLOOD; AREAS OF 100-YEAR FLOOD WITH AVERAGE
DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY
BY LEVEES FROM 100-YEAR FLOOD.
c.) OTHER AREAS - FLOOD ZONE X - AREAS DETERMINED TO
BE OUTSIDE 500-YEAR FLOODPLAIN.
6. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR STANDARDS
AND SPECIFICATIONS.
7. PROPOSED DRIVEWAY SHALL HAVE A 1" LIP.
8. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
9. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR
AND/OR AGENT AND THE DESIGN ENGINEER.
10. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
11. 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 TYPICALLY EXCLUDES,
BUT IS NOT LIMITED TO THE EXCLUSION OF DEMOLITION OR CONTRUCTION 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.
12. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED
FROM SITE, NOT BURIED.
13. 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.
14. THE CONTRACTOR SHALL APPLY TEMPORARY DUST CONTROL MEASURES AS NEEDED
TO ACCOMPLISH CONTROL. MECHANICAL SWEEPERS SHALL BE USED ON ELLINGTON ROAD
WHERE NECESSARY TO PREVENT DUST BUILD UP.
15. A RODENT SCREEN SHALL BE INSTALLED ON THE FOUNDATION DRAIN.
16. A STREET EXCAVATION PERMIT MUST BE TAKEN OUT BY THE CONTRACTOR, FROM THE
CONNECTICUT DEPARTMENT OF TRANSPORTATION, PRIOR TO THE INSTALLATION OF THE
DRIVEWAY ON ELLINGTON ROAD.
17. WPCA APPROVAL REQUIRED FOR SANITARY SEWER LATERAL CONNECTION.
18. DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN FROM THE EXISTING
Ava BaWYPW w7H
P. Y.G S'iPLiY FILM
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P.Y,Q ME
Ar P.va Mr
WIPAC7m
= sLIlaeArJE'
ANT 50 L M CLEANDUT
TYPE I
9Kk mm
SITE LINE 1275':
woo
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r woowoo
2241
.•--'"'fir'
v'
THRU STREET
ANTI -TRACKING APRON
not to .sole
iTONE TO BE PLACED
?IC MATERIAL
EDGE OF PAVEMENT
1. SET POSTS AND
ANGLE POSTS EXCAVATE A 6"45" TRENCH
5' UPSLOPE POST UPSLOPE FROM POSTS. SILT
FOR STABILITY FENCING
AND SELF-
CLEANING.
9j j� 1- 12" MIN.
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE
HLTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPACTED
BACKFlLL
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
� S
.0101* ',♦ I ' EX. SMH
/ - 000 TF:72.48
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♦ INV: 59.88
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EX. SMH ♦♦
' TF:77 74i
INV.64.12 i CONSTRUC PAD i
- - i'E « E FILTER FABRIC
7"W 58.04q VO4! _ s
CC� D 40,1 O ex. BE EE 1 1t
RE OVED
S APPROX. LOCATION \ !1 $•
6
tie' WELL
\�s� fo
ACCESS EASEMENT IN FAVOR OF N F , \4�OLIN R. & ELIZABETH GERICH 'w>` %T ✓� 1
DECK APPRbX LOCATIONSEPC
NK AND/
LEACHING F EL%;f
` tP. o..... ` // E�p
EDGE OF PAVEMENT. N F
19. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP IF REQUIRED. CLIFFORD . RALPH GERICH
20. ROOF LEADERS TO DISCHARGE TO SPLASH PADS.
21. EXISTING GARAGE BUILDING ON LOT #1 PREVIOUSLY NONCONFORMING TO SIDE AND REAR
YARD REQUIREMENT.
22. DRIVEWAY MUST HAVE A PAVED APRON THAT EXTENDS 20 FEET MIN. FROM THE EXISTING
EDGE OF PAVEMENT.
MAP REFERENCES:
1, PROPERTY OF ELIZABETH B. HERITAGE, ELLINGTON ROAD - SOUTH
WINDSOR, CONN. SCALE 1"=40' AUG. 27, 1952, HAYDEN L. GRISWOLD
C.E.
2. RECORD AS -BUILT PREPARED FOR CLIFFORD R. & JEANETTE
D. GERICH, ELLINGTON ROAD SOUTH WINDSOR, CONN, SCALE
1"=40', DATED OCTOBER 20, 2001; PREPARED BY DESIGN
PROFESSIONALS INC.
/ I
LOT #1'• 3
�M�, �S�No�ti 42,565� SQ.F'P,
o _ .0-,97± ACRE
i ,,Sy
DRAINAGE EASEMENT & RIGHT TO DRAIN 4
30
IN FAVOR OF 1451 ELLINGTON RDA �.
'`� �"�•..
EX. GARAGE TO BE RELOCATED
OR RAZED TO CONFORM TO
FRONT AND SIDE YARD
REQUIREMENTS
s73 30 s,
->29
N /F
TOWN OF SOUTH WINDSOR
OWNER:
ELIZABETH J. GERICH
1457 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL: (860) 644-0030
o il x
z
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
REVISIONS
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.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
CONSTRUCTION.
1
9-3-03
Revisions per Town Comments
JAS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
12882
RICHARD P. MARTEL LIC. No.
NO.
DATE
DESCRIP77ON
8Y
LOT #2 ACCESS AREA
21,0641 SQ. FT.
0.48f ACRE
- --,.5`S7 s.W
>O 04
GENERAL NOTES:
N/F
CHRISTINE CASSETTARI
` 1 WF15
� � 1
LOT
OF ACCESS AREA
0
� \ 1
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 SEDIMENTA11ON 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.
CONSTRUCTION SEQUENCE
1. INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES AS DEPICTED ON THE PLAN.
2. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLANS AND AS DELINEATED IN THE FIELD.
3. REMOVE TOPSOIL FROM AREAS OF DISTURBANCE. RING 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.
4. 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.
ESTIMATED START DATE FOR CONSTRUCTION - FALL 2003
ESTIMATED COMPLETION DATE FOR THE PROJECT - SPRING 2004
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 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 109
APPLY 1 POUND PER 1,000 SO. 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 SO. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
N /F
MUHAMMED & KAREN F. OSUMAH
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BRUCE S. KELLY
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APPLICANT:
LAURA J. GERICH
1451 ELLINGTON ROAD
SOUTH WINDSOR, CONNECTICUT 06074
TEL: (860) 644-3373
Tel. 860.291 • 8755 RESUBDIVISION PLAN
GRAPHIC SCALE Fax 860.291.8757 .�.opm� � �, j,�•MM
400 20 40 W esign COMMM rofessionals, inc. & �° KM
( IN F>iET) DESIGN: GBS1JS W DRA : JS CHECKED.• GBS/RF
1 inch = 40 ft. � civil engineers •planners surveyors
landscape architects • gis • gps JOB NO.: 1423 1DATE.• July 22, 2003
165 South Satellite Road, South Windsor, Connecticut 06074 DRAWING NO.: server/iobs/1423/1423 3_ diva
LEGEND
O
EXISTING
IRON PIN
IRON PIN
TO BE SET
EXISTING
UTILITY POLE
-- - SO-- --
EXISTING
SANITARY MANHOLE AND PIPE
®
EXISTING
WELL
EXISTING
TREE LINE
PROPOSED
LIMITS OF CLEARING
-330--
EXISTING
CONTOUR
�-
PROPOSED
CONTOUR
X115.0 PROPOSED SPOT GRADE
X115.0 EXISTING SPOT GRADE
- F - PROPOSED FOUNDATION DRAIN
- S - PROPOSED SANITARY LATERAL
- W - PROPOSED WATER LATERAL
ELEC/CATV/TEL PROPOSED ELECTRICAL/CABLE/TELEVISION LINE
===> PROPOSED SURFACE FLOW
PROPERTY SURVEY/RESURVEY PREPARED FOR:
ELIZABETH J. & LA URA J. GERICH
n45 r7 & n475 IEIRRO nSt®n ' oad
South Wi>m&or, tC®Banntl;ctacut
SHEET
3,
11