HomeMy WebLinkAbout03-66P_JAMES T. & LISA A. POULIN SPECIAL EXCEPTION-RESUBDIVISION PLAN_STRONG ROADpz0 U
James T. LisEi �L#
SPECIAL EXCEP ION/RESUBIDIVISION PLAN
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d civil engineers • planners • surveyors
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165 South Satellite Road
South Windsor, CT 06074
(860) 291-9755 FAX (860) 291-8757
MAP LoT N/F 500' ABUTTER LIST
85 12
404 STRONG ROAD
CNR/STOPH£R L. SPARKS
13
412 STRONG ROAD
EDWARD A. FESCO JR.
14
432 STRONG ROAD
DAMES T. & USA A. POULIN
15-13
4J8 STRONG ROAD
JENNIFER A. EARL
16 2
442 STRONG ROAD
SCOTT & JOANNE C. GUERETT£
17
427 STRONG ROAD
FRED FROST JR.
86 1
434 STRONG ROAD
LYNDA TOMEL BUSTO
17
516 STRONG ROAD
EDNA YONIKA ET AL
24-3
478 STRONG ROAD
LAURA M. PROUTY
25-1A
460 STRONG ROAD
RONALD E. & JEAN M. D£VIN
97 7
PO BOX 375
KF BRICK CO. INC.
EAST WINDSOR HILL, CT 0602E
Zoning Data Block
USE: SINGLE FAMILY RESIDENCES
ZONE: RR (RURAL RESIDENTIAL)
ITEM
REQUIRED/ALLOWED
PROVIDED LOT 2
PROVIDED LOT 3
Lot Area
40,000 S.F.
71,130 S.F.
73,600 S.F.
Interior Lot Area ***
80,000 S.F. **
71,130 S.F.
70,029 S.F.
Lot Width
175 ft. min.
187.00 ft.
205.38 ft.
Interior Lot Width
262.5 ft. min.**
187.00 ft.
205.38 ft.
Lot Depth
200 ft. min.
355.44 ft.
355.44 ft.
Lot Coverage
10%
<10%
<10%
Impervious Coverage
N/A
—
—
Building Stories
2 1/2 max.
2 1/2 max.
2 1/2 max.
Building Height
30 ft.
30' (MAX.)
30' (MAX.)
Front Yard
50 ft.
50' (MIN.)
50' (MIN.)
Rear Yard
50 ft.
50' (MIN.)
50' (MIN.)
Side Yard
20 ft.
20' (MIN)
20' (MIN)
Open Space
* NOT REQUIRED FOR SUBDIVISIONS WITH LESS THAN SIX (6) PROPOSED LOTS.
** ON SEPTEMBER 3, 1992 ZONING BOARD OF APPEALS GRANTED A VARIANCE TO SECTIONS
4.6d, 4.6e AND 4.6f5 OF THE ZONING REGULATIONS TO ALLOW DEVELOPMENT OF AN INTERIOR
LOT; LOT 2 VARIANCES INCLUDE LOT AREA, LOT WIDTH AND MAXIMUM NUMBER OF LOTS ACCESSED
BY A SINGLE DRIVE; LOT 3 VARIANCES INCLUDE LOT AREA AND LOT WIDTH.
*** EXCLUSIVE OF ACCESS AREA.
NOTES:
THESE DRAWINGS ARE THE � OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHM PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE E>01RES5 WRITTEN PERMISSION OF DESIGN
PROFI 3 IONAL3, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL 516NATURE AND IMPRESSION SEAL.
OF THIN PROFINSSIONAL EN&INEER 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 DISCLOSE.
TO BEST OF MY KN ND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHARD P. MANTEL LIC. No.
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OWNERZAPPLICANT:
JAMES T. & LISA A. POULIN
432 STRONG ROAD
SOUTH WINDSOR, CONNECTICUT 06074
SHEET INDEX
COVER SHEET/KEY MAP
PLOT PLAN
REV: 12/5/05
DATE: AUGUST 21, 2005
SHEET 1
DPI PROJ. # 1680
SERVER/JOBS/1650/1650-1.DW6
`%urn 0-ic S
•'�'" 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 8601 644-2511
November 3, 2UO3
CERTIFIED MAIL
Mr. & Mrs. James Poulin
432 Strong Road
South Windsor, CT W074
Re: App103-66P, Poulin Interior Lot
LEGEND Dear Mr. & Mrs. Poulin:
We are pleased to advise you at its October 28, 2003, meeting the Planning & Zoning Commission approved
IRON PIN IO with modifications Appl 403-66P, Resubdivision and Special Exception to Section 4.6.1 on 5+ acres to create
one interior lot to be known as Poulin Interior Lot on property located at 432 Strong Road, RR zone as shown
MONUMENT 0 on plans prepared by Design Professionals, inc., project #1680 and dated 8125/03, as revised. This approval is
TREELINE
------------ subject to the following modifications:
CONTOUR
l . Drainage and construction for this lot is subject to the approval of the Town Engineer.
PROPERTY LINE 2. The lot shall be serviced septic and is subject to the approval of the Town Sanitarian.
FENCE 3. Water shall be supplied to this lot by C'f water.
ELECTRICAL LINE E 4. All.plans used in the field by the developer must bear the stamp and authorized signature of the Town of
South Windsor.
TELEPHONE LINE I
5. All easements for conservation purposes, drainage or utilities, that may be required in connection with the
EXIST. SPOT GRADE x 81.0 approval of this lot, must be submitted on standard Town easement form where appropriate, to this
PROP. SPOT GRADE X 8�0 Commission prior to filing the mylars and issuance of building permits.
6. 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 I " = 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.
7. If; for any reason; finished grading anti etheBitwrk i...Ot complet �, t:T^i.,.vehlete,^ `nfie CONSTRUCTION SEQUENCE 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.
1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR AND THE DEVELOPER SHALL HAVE A PRE -CONSTRUCTION 8. No building permits will be issued until all modifications have been complied with, and the final plans have
MEETING WITH THE TOWN OF SOUTH WINDSOR STAFF. been tiled in the Town Clerk's office.
2. THE SURVEYOR SHALL STAKE OUT THE LIMITS OF SCREENING AND ROADWAY DISTURBANCE. THE TOWN OF SOUTH WINDSOR
PLANNING DEPARTMENT IS TO BE NOTIFIED PRIOR TO TREE CLEARING TO INSPECT CLEARING LIMITS. 9. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 4.13.10 ofthe zoning
3. INSTALL EROSION CONTROL SILT FENCE AS SHOWN. regulations.
4. INSTALL ANTI -TRACKING APRON AT THE ENTRANCE AS DEPICTED ON THE PLANS. 10. Access easement must be reviewed by the Town attorney and executed before the mylar goes on file.
5. CLEAR AND GRUB AREAS AS DEPICTED ON THE PLAN AND AS DEPICTED IN THE FIELD. /
6. REMOVED TOPSOIL FROM AREAS OF DISTURBANCE AND STOCKPILE IN THE LOCATION AS DEPICTED ON THE PLAN. 11. Zoning data table must be updated for Lot #2 to reflect the correct acreage.
RING STOCKPILE 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. 12. Additional row of evergreens along lot #2 property line. �Oti
7. INSTALL UNDERGROUND UTILITIES. HOME CONSTRUCTION TO BEGIN AT THIS TIME.
B. PREPARE SUBGRADE FOR PAVING OF DRIVEWAY AND PREPARED IS TURNED AREAS FOR LOAM AND SEED. Special Exception has been granted for the creation of the interior lot and approval becomes effective upon the
LOAMING AND SEEDING. filing of the enclosed special exception form in the Office of the Town Clerk.
9. PLACE PAVEMENT, LOAM, SEED AND MULCH OR HYDROSEED ACCORDING TO SEEDING SCHEDULE.
Black and white transparent m Jars of Sheets #2 with the TO SCHEDULE.y above modifications, together with three blueprint \
10. SEDIMENTATION AND EROSION CONTROL MEASURES ARE TO BE INSTALLED AND MAINTAINED AS CONSTRUCTION PROGRESSES copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed.
SHALL CLEAN ANY SILT OR DEBRIS FROM ALL STRUCTURES AND PIPES. PIPES SHALL BE CLEANED BY The letters of roapproval th this Commission, as well as the Inland wetlands Agency/Conservation Commission,
11. EROSION CONTROL MEASURES MAY BE REMOVED ONLY UPON COMPLETION OF CONSTRUCTION AND THE FULL must be reproduced on the mylars.
STABILIZATION OF ALL AFFECTED AREAS.
After mylars have been signed by the Commission, they will be returned to you for filing in the Office of the
Town Clerk by February 13, 2004. After filing these plans, a copy of the receipt must be submitted to the
Planning Department.
Sincerely, �n
C t
Kevin McCann, Chairman
Planning and Zoning Commission
Enclosures
cc: Town Engineer
Chief Building Official
Assessor
cccnl�lr� C1^LJCnI II C
Superintendent of Pollution Control
J L L V I I V V J L! I I l- V V L L I Fire Marshal I
Design Professionals, Inc.
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 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 SQ. FT. OR 40 POUNDS PER ACRE WITH
ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. THE PURPOSE OF THIS MAP IS TO DEPICT LOT 2.
3. CL&P POLE LINE EASEMENTS SEE VOL. 40 POS. 420-422 SOUTH WINDSOR LAND RECORDS
4. WETLANDS AND BROOK LOCATION TAKEN FROM MAP REF. 2.
5. BOTH PROPERTIES ARE IN FLOOD ZONE X, AREAS DETERMINED TO BE OUTSIDE 500 - YEAR FLOOD PLAIN.
6. EXISTING RIGHT OF WAY TO STRONG ROAD IS PER VO. 39 PG. 576 OF THE SOUTH WINDSOR LAND RECORDS.
7. LOTS 2 AND 3 ARE SUBJECT TO A VARIANCE GRANTED SEPTEMBER 14, 1992.
8. TOPOGRAPHY IS T-D EXCEPTION AREA OF PROPOSED DEVELOPMENT WHERE IT IS FIELD VERIFIED AND MEETS
T-2 STANDARDS OF ACCURACY.
9. LOT 3 CONTAINS 70,029 S.F. OF BUILDABLE LOT AREA AND 3,571 S.F. OF ACCESS DRIVE. AREA FOR A TOTAL OF 73,600 S.F.
MAP REFERENCES:
1. PROPERTY SURVEY -RESURVEY PREPARED FOR LYNDA TOMEL (BUSTO) 434 STRONG ROAD SOUTH WINDSOR,
CONNECTiCUT, SCALE 1"= 60 ft. 11-21-01 REV. TO 2-27-02 BY DESIGN PROFESSIONALS, INC,
2. PROPERTY SURVEY SUBDIVISION OF PROPERTY OWNED BY JAMES & LISA POULIN 432 STRONG ROAD
SOUTH WINDSOR, CONN. SCALE 1"= 40 feet, JUNE 1992 REV. TO SEPT. 2000 BY PETERSEN & HOFFMAN
3. RESURVEY OF PROPERTY TO BE CONVEYED TO: JAMES T. POULIN & LISA A. WYLIE
STRONG ROAD SOUTH WINDSOR, CONNECTiCUT DATE: AUG. 31, 2002
SCALE:1" = 20 FEET DESIGN PROFESSIONALS, INC.
Z n u
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
1111111116,
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEL_R/SURVEYOR.
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TRIM VEGETATION AS REQUIRED
TO PROVIDE CLEAR SIGHT LINES.
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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 - "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.
2 12/9/03 APPROVAL CONDITIONS MHA
1 10/13/03 PER TOWN COMMENTS GBS 12882
NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
40 0 20 40 80
( IN FEET )
1 inch = 40 ft.
'I',�` y F %K* 0,9�
11
°p4gR \
360 \P/k_ sti
\ Fq 6'•. N
•cP 9• 2yt••
P/NF
/
SEPTIC SYSTEM DESIGN
NO. BEDROOMS = 4
NO. LARGE CAPACITY TUB/JACUZZI = 0
100 - 200 GAL. = 0 >200 GAL. = 0
REQUIRED TANK CAPACITY = 1250 GAL
PERC RATE = < 1.0 MIN./INCH
REQUIRED LEACHING AREA = 660 SF
USE SYSTEM WITH EFF. AREA = 6.8 SF/LF
TOTAL TRENCH LENGTH REQUIRED = 97
PROVIDE: 2 TRENCHES ® 50 LF
TOTAL LEACHING AREA PROVIDED = 680 SF
M.L.S.S.
Hh: 26
FF: 2.0
PF: 1.0
MLSS: 56 LF
Tel. 860.291 • 8755 RESUBDI VISION
� Fax 860.291.8757
esign . PR PBURT l QUR"WE �
rofess�onals, inc. DESIGN: ORAwN PTB cur "I
civil engineers • planners surveyors
landscape architects • gis • gps JOB NO.: 1680 DATE.• 812,512003
1
6`i South Satellite Road, South Windsor, Connecticut 06074 DRAIMNG NO.: 1680-BASE
3. ATTACH TO
FILTER II THE WOODENILTER POSTSABRIC AND EXTEND�
FABRIC IT INTO THE TRENCH
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
4. BACKFILL THE
TRENCH AND COMPACT
THE EXCAVATED SOIL.
-n 1-_I � 1-1 I,
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
CiJ
'TONE TO BE PLACED
RIC MATERIAL
THRU STREET EDGE OF PAVEMENT
ANTI -TRACKING APRON
not to scale
RESURVEY PREPARED FOR: SHEET
JAMES T. & LISA A. 1'0U-1IN 2
STRONG ROAD 2
SOUTH WINDSOR, CONNECTICUT