HomeMy WebLinkAbout03-13P_LYNNWOOD ESTATES SUBDIVISION_BARBER HILL ROADprepared by.
ff IN
esign
rofessionals, ine.
civil engineers • planners • surveyors
landscape architects • CIS • CPS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
NOTE5o
t a i titia,,
F
THESE DRAWIN65 ARE THE PROPERTY OF =-546N PROFESSIONALS, INO., AND HAVE BEEN
PREPARED SPEOMIOAL.LY FOR THE OWNER/APPLIOANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PER50N OR PERSONS NOR
RC-PRODUGED IN ANY MANNER WITHOUT THE EMPRESS WRITTEN PERMISSION OF DESIGN
PROFESSIONALS, iN0.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
Oi- THE PROFESSIONAL ENGINEEK OR SURVEYOP,
THIS SURVEY AND MAP HAS BEEA PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-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 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.
1-0 THE BEST tviY�NEBELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHAR P"=t40RTEL LIC. No
SOTJTH WINDSOR
P► ANi,`iNCA ";EPT.
OWNER AF
CRAIG A.
& LYNN M. KOCHANSKI
55 SELE DRIVE
SOUTH WINDSOR, CT. 06074
TEL. (860) 644-4345
SUBDIVIS10r-
IN'
100
N/F ABUTTER LIST
MAP LOT
115 24
420
MILLER RD.
25
1540 SULLIVAN AVE.
26
PO
BOX 270, HARTFORD,
28
42
BARBER HILL RD.
29
34
BARBER HILL RD.
30
81
STONEFIELD TRAIL
31
93
STONEFIELD TRAIL
32
99
STONEFIELD TRAIL
33
105
STONEFIELD TRAIL
34
121
STONEFIELD TRAIL
35
130
STONEFIELD TRAIL
36
120
STONEFIELD TRAIL
37
110
STONEFIELD TRAIL
38
96
STONEFIELD TRAIL
39
84
STONEFIELD TRAIL
40
70
STONEFIELD TRAIL
50
65
STONEFIELD TRAIL
51
20
BARBER HILL RD.
52
10
BARBER HILL RD.
81
50
BARBER HILL RD.
127 3
PO
BOX 270, HARTFORD,
4
245
NIEDERWERFER RD.
CYR, RONALD & COR/NNE
TOWN OF SOUTH WINDSOR
CT CONN. LIGHT & POWER
PINES, M/CHAEL 0. & BRENDA L.
DILLON, THOMAS F. & DIANA L.
O'NEILL, ✓AMES F.
WEHR, PATRICIA R.
KENNY, MARY F.
SODERBURG, PA UL E.
MCKINLA Y, THOMAS E. & KA THERINE M.
BOODLE, GARVIN G. & ✓OAN S.
ALOU/SE, THOMAS J. JR. & JO ANN
SOMMERS, GERALD F. & BRENDA K.
AINSWORTH, ✓AMES T. & NANCY H.
SOLOMON, ELLEN
ZIEGRA, DOUGLAS R. & BARBARA P.
PERRILL, THEODORE C. & CA THER/NE E.
CASE, LOIS 1.
KUEHNEL, ROBERT F. & JUDITH L.
YOUNG, GARY H. & CYNTH/A A.
CT CONN. LIGHT & POWER
DZEN, DONALD & ✓OHN
Zoning Data Block
ZONE: RR CONVENTIONAL SUBDIVISION
ITEM
REQUIRED/ALLOWED
PROVIDED LOT 1
PROVIDED LOT 2
PROVIDED LOT 3
Lot Area
40,000 sq. ft. min.
52,390t sq. ft.
56,576t sq. ft.
55,681 t sq. ft.
Lot Width
175 ft. min.
162.54** ft.
179.90 ft.
175 ft.
Lot Depth
200 ft. min.
318.64 ft.
314.70 ft.
317.42 ft.
Lot Coverage
10% max.
3.4%
2.7%
4.9f
Impervious Coverage
N/A
N/A
N/A
N/A
Building Height
30 ft. max.
<30 ft.
<30 ft.
<30 ft.
Front Yard
50 ft.
50 ft. min.
15.78 ft.***
50 ft. min.
Rear Yard
50 ft.
50 ft. min.
50 ft. min.
50 ft. min.
Side Yard
20 ft.
20 ft. min.
5.93 ft.****
20 It. min.
Open Space
* Not required for subdivisions with less than six (6) proposed lots.
** A 13' variance to section 10.2 of the South Windsor Zoning Regulations
to allow a lot with 162' of frontage for lot 1 was granted to Craig A. and
Lynn M. Kochanski on January 9, 2003.
*** The house on Lot 2 was previously nonconforming to the 50' front yard requirement.
**** Southerly portion of existing residence on proposed Lot No. 2 to be removed
in order to conform to side yard setback requirements.
2
3
4
S I Im E E T I"rim UtX
'a"
COVER SHEET
PLOT PLa\1
u OPOGR�PHIC PLAN
EROSICn1 & SEDIMENTATION
CONTROL PLAN
REVISION: AFRIL cl, 2003
REVISION: MARCH 15, 2003
REVISION: MARCH 14, 2003
REVISION: MARCH 3, 2003
DATE: FEBRUARY 21, 2003
SHEET 1
SERVER\JOBS\1 715\1 715—CV.dwg
NOTES:
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON,
2. PROPERTY IS IN RR ZONE.
3. PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE
500 YEAR FLOODPLAIN AS PER FIRM PANEL 3 OF 11 -
COMMUNITY - PANEL NUMBER 090036 0003D - MAP REVISED
FEBRUARY 23, 2001.
4. SOUTHERLY PORTION OF EXISTING RESIDENCE ON PROPOSED LOT NO. 2
TO BE REMOVED IN ORDER TO CONFORM TO SIDE YARD SETBACK REQUIREMENTS.
5. ON NOVEMBER 21, 2002, HIGHLAND SOILS DETERMINED THERE WERE
NO REGULATED WETLANDS ON THE PROPERTY.
6. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED. STREET LINE TAKEN
APPROXIMATELY 25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY.
MAP REFERENCES:
1. THE CONNECTICUT LIGHT AND POWER COMPANY BERLIN,
CONNECTICUT BARBER HILL LAND TO BE ACQUIRED FROM WALTER
G. TUARDOWSKI, TOWN OF SOUTH WINDSOR - SCALE 1 "=200'
DATE: 10-30-61 NO. 14936 BY WILLIAM E. RICHARD
2. SUBDIVISION PLAN STONEFIELD - TOWN OF SOUTH WINDSOR,
CONN. SCALE 1 "=40' DATE: 7-28-84 MAP NO. 6857 BY
GARDNER & PETERSON ASSOCIATES
3. LOT SPLIT PREPARED FOR MICHAEL 0. & BRENDA L. PINES
(OWNER OF RECORD) 42 BARBER HILL ROAD SOUTH WINDSOR,
CONN. SCALE 1 "=40' FEB. 20, 1990 BY ABRAHAM M. FEINSTEIN
OWNERAPPLICANT
APPLICANT
CRAIG A. & LYNN M. KOCHANSKI
55 SELE DRIVE
SOUTH WINDSOR, CT. 06074
TEL. (660) 644-4345
Z � x
o II II
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
m
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 ENGINEEF /SURVEYOR.
REVISIONS
4
04-09-03
I APPROVAL CONDITIONS
JAS
3
3-18-2003
I Revisions Per Town Comments
I JAS
2
3-14-2003
I Revisions per Town Comments
( JAS
1
3-3-2003
Revisions per Town Comments
JAS
NO.
DATE
DESCRIPTION
BY
REGULA
(SEE N(
SNET
N/F
^ STREET LINE IS ASSUMED -
II ESTABLISHED APPROXIMATELY 25 CONNECTICUT
cn FEET FROM THE CENTER LINE OF
THE PAVED ROADWAY OF BARBER LIGHT &POWER
I +I HILL ROAD
CL&P MO
GATES
SNET 210 c
UTILITIES
/ "" CL&P MON.
® SEE NOTE 9 SHEET 3� c� e S89'S4°46"bY 325.7T (TO IAL) - - _ _ _
322.34' ®®
T c}� 0 rn
52 9390± S.i� .
2D' S.Y. LL1 " 2 0 f AC.
100' X 100'
PROP. BIT. DRIVEWAY 90' x 90'
C
c°n 11�
� I
0
i
I!
U
EXISTING DIRT
5.
pa
ill
1J
t4
r�
h
Im
'
~
It
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I
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I>
w
o
rn
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Z
6
X
4
0
co
W
I�
I
Z
rn
11
0
0
FILL
EXIST.
HOUSE
20' S.Y.
io
0
N
EXIST.
GARAGE
FF: 322.3
TOW: 321.3
GAR: 319.0
PROP.
HOUSE
30,
317.
20' S.Y.
� c�j
DLO 2
559578 S. TF
1. -%
0
SEE NOTE 4
;HEET 2 & 3) 20' S.Y.
31
CA
0
G' I
CONINECTo CU V
LIGI-� T Cy POVJEI
N/F
JEHANGIR & TASNEEM K.
DURRANI
6
f
I
�m
o�
0
I.P.
PROPERTY LINES
TO THE EAST
Z
0
o v'
wl
�N s
�a :E
O
Iv
'II N/F
V PAUL E. SODERBURG
G
G
100' X 100' 20' S.Y. [ -T -1.
595(E20 L�ite S®��
9o, X 90' 1 .2
7 _tl_ 4 A C o qt
` U
I.P.
PROPERTY LINES
II` I TO THE EAST
FF: 308.5
TOW: 307.5 DECK I Q
GAR: 305.5
csi
0
ICA
DECKi I
I
N/F
I o
MARY F. KENNY
I `IIII O
I
PROP. BIT. DRIVEWAY
L 20' S.Y.
I
223.90' ®® ® ®
S87'51'S3'E I.P. N89.54'28"E P.
N/F
GARY H. & CYNTHIA A.
YOUNG
TI-IIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 I -IRU 20-300b-20
OF THE REGULATIONS OF CONNEC11CUT 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.
GRAPHIC SCALE
40 0 20 40 80
IN FEET )
1 inch = 40 ft.
LEGEND
0) IRON PIN TO BE SET
0 EXISTING IRON PIN
❑ EXISTING MONUMENT
0 MONUMENT TO BE SET
�L.) EXISTING UTILITY POLE
1540 SULLIVAN AVENUE • SOUTH V4NDSOR, CT 06074-2786
4
AREA CODE 860/644.2511
FAX 860/644-3781
CERTIFIED MAIL
April 2, 2003
Mr. & Mrs. Kochanski
55 Sele Drive
South Windsor, CT 06074
Re: App103-13P, Lynnwood Estates
Dear Mr. & Mrs. Kochanski:
We are pleased to advise you that the Planning & Zoning Commission voted on March 25, 2003, to
approve with modifications application #03-13P, to create three lots on 3+ acres to be known as
Lynnwood Estates on property located on the easterly side of Barber Hill Road, 9I0 feet north of Miller
Road, RR Zone as shown on plans prepared by Design Professionals, Inc., project # 1715 and dated
March 18, 2003, as revised. This approval is subject to the following modifications:
I- 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. Water shall be supplied to this subdivision by public water.
4. This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation
Commission, including a bond in the -amount of $5,000 for each lot for erosion and sediment control.
5. Prior to commencement of any site work, a meeting must be held with Town Staff.
6. All plans used in the field by the developer must bear the stamp and authorized signature of the Town
Of South Windsor.
7. All casements 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.
S. Footingdrains
are required for each house. se. 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 Iot 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.
9. Septic system final design(s) must be submitted to and approved by the Environmental Health Officer
prior to filing of mylars and issuance of building permits.
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. T1ris 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 purpose of
determining subdivision bonding. All bonds shall conform to the enclosed bond 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 date, the Commission may, at its option, call the Letter
it is holding.
12. A drainage assessment fee in the amount of $100 shall be submitted to this Commission.
13. 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.
14. The Town Engineer's review comments dated March 21, 2003, must be addressed to the Town
Engineer's satisfaction.
Black and white transparent mylars of Sheets #2 with the above modifications, together with three
blueprint copies of the entire set of plans (including architectural elevations) must be submitted to this
Commission within 30 days to be stamped and sided. 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 sighed by the Commission, they will be returned to you for filing in the Office of
the Town Clerk by July 12, 2003. After filing these plans, a copy of the receipt must be submitted to the
Planning Department.
Sincerely,
Az C
Kevin McCann, Chairman
Planning and Zoning Conunission
KMcC/kah
Enclosures
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Design Professionals
Tel. 860.291 • 8755
Far, 860.291.8757
Cpesign
rofessiona is, U
civil engineers • planner .s surveyors
landscape arcs-.: sects b is • gps
165 `.youth Satellite Road, South Winds, 'r, Connecticut 06074
PLOT P�A'N'
DESIGN.• GBS/✓AS DRA B• 1AaS CHECKED: GBS/RPM
JOB NO.: 1715 DATE: 2-29-200J
DRAWING NO.: iobs \ 1715 1715-2. clwa
J / 0v,.n
r -
1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074
~ . X-coAREA CODE 860 / 644-2511
March 21, 2003
Certified #70001670000775520276
Design Professionals, Inc.
W South Satellite Road
South Windsor, CT 06074
RE: Appl. #03-13P -Lynnwood Estates Subdivision, easterly of Barber hill Road, RR
Residential zone
Dear Mr. Scmprebon:
At the March
003 regular
t tar meetin
g, the
Inland 4 • g �, d Wetlands Agency/Conservation Commission
approved application #03-13P - Lynnwood Estates Subdivision - Barber hill Road - Inland
Wetland/Conservation Commission application approval for a three -lot subdivision, and two
residential house site plans on property located easterly of Barber Hill Road, RR Residential
zone. This approval is subject to the allowing 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 oil 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 March 19, 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 must be obtained and submitted prior to any activity on the site.
5. A contact person shall be identified on the plans.
6. Gravel base for the driveway and formation of the swales to be done after rough grading
has been complete for the driveway prior to any further construction or grading on the
site.
7. Erosion and sedimentation control measures to be put in place and stabilization of the site
to be done immediately.
8. Erosion and sedimentation control measures to he in place prior to clearing or grubbing
go the property.
9. We recommend a bond in the amount of S5,000 for each lot be submitted to the Planning
& Zoning Commission to ensure compliance with the erosion and sediment control
measures. Bond to be posted at time of building permit application.
Very truly yours,
INLAND WETLANDS AGENCY/
CONSERVATION COMMISSION) ,
Elirabp Warren, Chairperson
EW:dr //////
cc: Chief Building Official
Town Engineer
Property Survey/Resurvey Prepared For:
^raig A. & Lynn K, Kocharski
76 ]Barber Hill Road
, fin Windsor nd sor Connecticut
SHEET
2 1/
NOTES:
1. MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. PROPERTY IS IN RR ZONE.
3. PROPERTY IS IN ZONE X - AREA DETERMINED TO BE OUTSIDE
500 YEAR FLOODPLAIN AS PER FIRM PANEL 3 OF 11 -
COMMUNITY - PANEL NUMBER 090036 0003D - MAP REVISED
FEBRUARY 23, 2001.
4. SOUTHERLY PORTION OF EXISTING RESIDENCE ON PROPOSED LOT NO. 2
TO BE REMOVED IN ORDER TO CONFORM TO SIDE YARD SETBACK REQUIREMENTS.
5. ON NOVEMBER 21, 2002, HIGHLAND SOILS DETERMINED THERE WERE
NO REGULATED WETLANDS ON THE PROPERTY.
6. STREET LINE ALONG BARBER HILL ROAD IS NOT ESTABLISHED. STREET LINE TAKEN
25 FEET FROM EXISTING CENTER LINE PAVED ROADWAY.
7. TOPOGRAPHY IN AREA OF PROPOSED SUBDIVISION FIELD VERIFIED BY
DESIGN PROFESSIONALS, INC. IN NOVEMBER 2002.
8. APPROXIMATE LOCATION OF EXISTING SEPTIC SYSTEM PROVIDED BY OWNER.
9. REGULATED WETLANDS LOCATED APPROXIMATELY 50' WEST OF THE WESTERLY PROPERTY LINE
IDENTIFIED BY THE TOWN OF SOUTH WINDSOR.
MAP REFERENCES:
1. THE CONNECTICUT LIGHT AND POWER COMPANY BERLIN,
CONNECTICUT BARBER HILL LAND TO BE ACQUIRED FROM WALTER
G. TUARDOWSKI, TOWN OF SOUTH WINDSOR - SCALE 1 "=200'
DATE: 10-30-61 NO. 14936 BY WILLIAM E. RICHARD
2. SUBDIVISION PLAN STONEFIELD - TOWN OF SOUTH WINDSOR,
CONN. SCALE 1"=40' DATE: 7-28-84 MAP NO. 6857 BY
GARDNER & PETERSON ASSOCIATES
3. LOT SPLIT PREPARED FOR MICHAEL 0. & BRENDA L. PINES
(OWNER OF RECORD) 42 BARBER HILL ROAD SOUTH WINDSOR,
CONN. SCALE 1"=40' FEB. 20, 1990 BY ABRAHAM M. FEINSTEIN
LAWN /
CROSS-COUNTRY
TOPSOIL & SOD OR SEED
48
STREETS /
PAVED AREAS
t'
MIN.
12" MIN.
a 'a
a
d
a
a a.
6" MIN.
BASE AND PAVEMENT
""""'-PER PAVEMENT DETAIL.
APPROVED GRANULAR NON -
ORGANIC BACKFILL MATERIAL
- PLACED AND COMPACTED IN
ONE FOOT (1) (MAX.) LIFTS.
SAND (CT DOT M.03.02-2 FINE AGGREGATE)
8" DUCTILE IRON PIPE
3'
SECTION
WATER MAIN TRENCH SECTION
NOT TO SCALE
1/6 OR 1/8 BEND
(22.5' OR 45')
3�
PLAN VIEW
N.T.S.
I
TRENCH WIDTH I
r
-I,1-1 I I
1
6' MIN.
1/4 BEND (90')
3 WA'
i
f 6O
4D
TRENCH SHALL BE
EXCAVATED TO FIRM
MATERIAL IMMEDIATELY
PRIOR TO PLACING
CONCRETE
PLAN VIEW
CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS & SAMITARY FORCE MAINS
THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale)
NOTES:
1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI.
2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION,
THE WATER COMPANYS INSPECTOR WILL MAKE THE DETERMINATION.
PLAN VIEW
OWNERZAPPLICANT
CRAIG A. &: LYNN M. KOCHANSKI
55 SELE DRIVE
SOUTH WINDSOR, CT.06074
TEL. "860) 644-4345
o Ii n
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
4
4-9-2003
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
3-18-2003
BY A LICENSED LAND SURVEYOR PRIOR TO
2
-
3-14-2003
CONSTRUCTION.
3-3-2003
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINA' SIGNATURE
OF THE PROFESSIONAL ENGINEE''/SURVEYOR.
NO.
DATE
REVISIONS
Approval Conditions
Revisions Per Town Comments
Revisions Per Town Comments
Revisions Per Town Comments
DESCRIPTION
RN15H GRADE
P. VC. BODY PLUG {07H
P. V C. SCREW PLUG
P. VC, BEND
AVC. PIPE
45 P.VC WrF
COMPAC7ED
I1= SUBGRADE
IN LINE CLEANOUT
1
SIZE NOT SCALE TYPE
PIPE SIZE PER PLAN
EXISTING TREES &
SHRUBS IN EXISTING
RIGHT-OF-WAY SHALL
BE TRIMMED TO PROVIDE
A CLEAR LINE OF SIGHT
REGULATED WETLANE
(SEE NOTE 9 SHEET
18' P
4'-0' . GROUND WATER
LEDGE
TYPICAL LEACHING GALLERY
CONSTRUCTION
NOT TO SCALE
r- V Min.
liter Fabric
Broken Stone
Screened
^avet
N/F
CONNECTICUT
LIGHT & POWER
INLET-�
-MANHOLE EXTENDED TO GRADE -
(REQUIRED IF FILL OVER TANK EXCEEDS 12-)
0
OUTLET
I
.-
Z
N
OUTLET BAFFLE
-INLET BAFFLE
w
0
& FILTER DEVISE
CONNECTION AT MID DEPTH
e
OAS DEFLECTOR
2/3 REWIRED CAPAC" IN
FIRST ODMPARTMENT
CAPACITY N SECON
LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH
TWO COMPARTMENT SEPTIC TANK
N.T.S.
N/F
CONNECTCUT
LIGHT & POWER
2 30,0± 8.F.
20' S.Y. it .2 0, A�'.
9
I
1 I 1 I, 00 X 100'
1 1 I S 1 I Y
I , I 90' k 90'
1 1 1 1 \
t1 1 1 \\ �: 322.3 1\ '\ \v,
1 1 1 T01M� 321.3
\ 1 1 \ CAR:\ 319.0 ` \I
1 1 1 1 1
1 II N/F
_ \\ 1\ 11 \ PR6. \ '
•��9 JIJ � m QD m I 1 TP6 11 I \ \ \ HOU�E '1 `\
2 2,m / \I \ \ \ 1
JEHANGIR & TASNEEM K.
SNET 1 07 I \ \ \ so \ 1 DURRANI
� I \\
Y r
PROP.
WATER
GATES �J / / 20' S.Y.
' / GRADE ITO D I
I W
I I 317.29'
..s I
�- I I
a 24.2' \ I I 20' SAY. I 1
1 A ' \ I 1 1 ' I
EXISTING DIRT DRIVE 1 + EXIST.
I
v GARAGE u I I \ 1 \
I 1 1
,+ x m / 3.9, 1 24.2'
1
RESERVE
(APPROX. LOCATION
SEE NOTF7/8 SHEET 3/
/
/ � PROX. IMARY LEA
LO ING ATION AR A / / LOT 12 1 11 `I 1 , Il ' & 1
SEE NOTE B�SHEET �5 // 5,6 576±1 S F + 1 '' 1' , I.P.
/ • • v, 1 1
r EXIST. SEPTIC TjANK / 1.29± IAC.I 1+ 1 `I 11 11 `I PROPERTY
EASit
T ES
EXIST. I / / SEEPRX. LOC4TION OTE 8 SHEET 3)
WATER , 1 / -n
GATES I 44 L FILL // ' / I I r I \ ' 1
SNET 210 1 4. / / / , r 1 \ I \ 1 1 per,
\ EXIST.
HOUSE
UTILITIES I
N/F
` \ 1 \ SEE NOTE 4
ti to - �_ I r r 1 I PAUL E. SODERBURG
\ ( HEET 2 & 3) 2 ' S.Y. I
/ I , 1 1-- T- I I 1
�,. I r I I I I 1 I I I
1w I Z I ' 1 ` i I I
I t
~ X N89 2 'O6"W I I
1 r r 31.70' 1
AD R I r I I I \ 1 I I
I
, ' X , G I ' 2D' S.Y. ', 55,P81 S 1; F 1
j 1 1 90 90' I F.
1 '
{ s 1.�7± AC; I `11
I
11 1
I + \ \
1 I 1 \ \ \ \ I.P.
?� of 11 I rl x 2 \ \ \ ' PROPERTY LINES
EXISTING TREES & `D 1 T 2 TO THE EAST
SHRUBS IN EXISTING Im w Q d 1 \ I t 1 I \ \ \
RIGHT-OF-WAY SHALL N
BE TRIMMED TO PROVIDE > I � ' \ ' I I ' FF: 30(0
A CLEAR LINE OF SIGHT Z 7 I 2t I `I 1 TOW' 307" •5 C
L ' \ I I I , GAR: 3A5.5
PROP. PERMANENT N o '> \ I I I f
GRASSY SETTLEM T I XI �. v\ ,
AREA (80 m) 11 ( P < \ ' I 4 DE
��rn \pl .. �p I I I I 1 1
N/F
W , I , 01
W I W a If I l W I ` \ MARY F. KENNY
co
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l N 1 ' ` t
N� DO wp Co N 1 1 CA � W N iJ
d3 W W O N Q rn OD V
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�' o R S87.51'53"E I P N89.54'28"E - - P.
o -- -
p
. M N N/F
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GARY H. & CYNTHIA A.
rn YOUNG
z
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01
N
�
N
STREET LINE IS ASSUMED -
ESTA LI H A ROXIMATELY 25
FEET FROM THE CENTER LINE OF
THE PAVED ROADWAY OF BARBER
HILL ROAD
80' LIMIT OF UPLAND
REVIEW AREA
_(SEE NOTE 9 SHEET 3�
1 I
ADE t LAR
1 ti0� q
I
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6 PVC S 5 '
1 1 ' 1
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\ \ \
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S89.54'46"W 225.77' (TOTAL) CL&P MON.
-'1�'; �- 1\34' T>� LOT 111
S` ` \ 1 I I I
7 I
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 GRAPHIC SCALE
JAS SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 VERTICAL ACCURACY T-2. 40 0 20 40 80
JAS TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
JAS ( IN FEET )
JAS 12882 1 inch = 40 ft.
BY i RICHARD P. MARTEL LIC. No.
LOT 3
TPTP1
0-6"
TOPSOIL
6"-30"
COARSE SILTY SAND
30"-5'
TILL
MOTTLING
® 30"
TP-2
0-9"
TOPSOIL
9"-29"
COMPACT COARSE BONEY SAND
29"-5.5'
TILL
ROOTS TO 24"
TP-3
0-10"
TOPSOIL
10"-24"
COARSE SILTY SAND
24"-6'
LOOSE TILL
MOTTLING
® 29"
TP-4
0-12"
TOPSOIL
12"-24"
COMPACT COARSE SAND
24"-6
TILL
MOTTLING
@ 20"
ROOTS TO 22"
M.L.S.S•
PERC. TEST HOLE NO.: PT-2 HF = 26
PERC. RATE (MIN./IN.): 10.1-20 FF = 2.0
RESTRICTIVE DEPTH (IN.): 20" PF = 1.5
SLOPE (%): > 15%
M.L.S.S. (FT.) = HF x FF x PF = 78
SEPTIC SYSTEM DESIGN
REQUIRED LEACHING CAPACITY:
NO. OF BEDROOMS = 4
NO. LARGE CAP. TUB/JACUZZI = 0
REQUIRED SEPTIC TANK CAPACITY (GAL.) _
1250
PERC. RATE (MIN./IN.) = 10.1-20
LEACHING GALLERY HEIGHT (IN.) = 12
SF EFFECTIVE AREA REQUIRED = 900
EFFECTIVE LEACHING AREA (SF/LF) = 5.9
LINEAR FEET GALLERY REQUIRED = 152.5
LINEAR FEET GALLERY PROVIDED = 160
LOT 1
TP-5
UNACCEPTABLE - MOTTLING ® 12"
TP-6
0-14" TOPSOIL
14"-27" COMPACT MEDIUM SAND
27"-5' TILL
MOTTLING ® 24" (?)
ROOTS TO 27"
TP-7
0-12" TOPSOIL
10"-26" MEDIUM SILTY SAND
26"-6' TILL
MOTTLING ® 12"
TP-8
0-6" TOPSOIL
6"-26" COMPACT MED. SILTY SAND, MOIST
26"-6' TILL
MOTTLING @ 24"
M•L.S.S
PERC. TEST HOLE NO.: PT-1 HF = 18
PERC. RATE (MIN./IN.): 10.1-20 FF = 2.0
RESTRICTIVE DEPTH (IN.): 36" PF = 1.5
SLOPE (%): > 15%
M.L.S.S. (FT.) = HF x FF x PF = 54
SEPTIC SYSTEM DESIGN
REQUIRED LEACHING CAPACITY:
NO. OF BEDROOMS = 4
NO. LARGE CAP. TUB/JACUZZI = 0
REQUIRED SEPTIC TANK CAPACITY (GAL.) _
1250
PERC. RATE (MIN./IN.) = 10.1-20
LEACHING GALLERY HEIGHT (IN.) = 12
SF EFFECTIVE AREA REQUIRED = 900
EFFECTIVE LEACHING AREA (SF/LF) = 5.9
LINEAR FEET GALLERY REQUIRED = 152.5
LINEAR FEET GALLERY PROVIDED = 160
PERCOLATION
DEPTH OF
TEST:
LOT 1
26 INCHES
PERCOLATION
DEPTH
TEST:
LOT 3
21 INCHES
PERC. HOLE:
OF PERC, HOLE:
ME
READING
CALL. RATE
TIME
READING
CALC. RATE
(MINUTES)
(INCHES)
(MIN/INCH)
(MINUTES)
(INCHES)
(MIN/INCH)
2:33
14.0
-
2:37
12.50
-
2:40
17.0
2.33
2:43
13.62
5.35
2:45
18.25
4
2:47
14.50
4.54
2:49
18.87
6.45
2:52
15.50
5
2:54
19.25
13.1
2:56
15.75
16
2:59
20.00
5.33
3:02
16.00
24
3:04
20.50
10
3:06
16.50
8
3:09
20.87
13.5
3:11
16.75
20
3:13
21.00
30.7
3:16
17.00
20
3:18
21.50
10
3:21
17.50
10
3:23
22.00
10
3:25
17.87
10.81
3:27
22.25
16
3:30
18.25
13.15
3:33
23.00
8
3:35
18.50
20
3:38
23.25
20
3:40
18.87
13.51
3:43
23.50
20
3:46
19.12
24
3:48
23.87
13.5
3:50
19.50
10.52
3:53
24.12
20
3:55
19.75
20
3:59
24.50
15.7
4:02
20.12
18.91
4:04
25.00
10
4:07
20.50
13.15
4:10
25.25
24
4:14
20.75
28
4:16
26.00
8
4:19
21.00
20
4:23
26.50
14
4:24
21.25
20
DESIGN RATE 10-20 MIN/INCH
DESIGN RATE 10-20 MIN/INCH
Fax 860 291 8757 DWF00 QR F"C� FLAN
esign
c rofessiona ��s, 1nc.
DESIGN. GBS/JAS DRAWN.• ✓ AS CHECKED.• GB,'
� civil engineers planne ` s surveyors
■ is s ✓oe No.: 1715 DArE• 2-21-2003
landscape architects • f gp •
165 :South Satellite Road, South Winds )r, Connecticut 06074 DRAWING NO.: jobs '1, 1715 \ 1715-3. dwa
TP-9
0-12" TOPSOIL
12"-26" COMPACT MED. SILTY SAND, MOIST
26"-6' TILL
MOTTLING ® 24"
ROOTS TO 24"
TP-10
0-4" TOPSOIL
4"-40" COMPACT MED. SILTY SAND
40"-5' TILL
MOTTLING ® TILI_
ROOTS TO 36"
TP-11
0-2" TOPSOIL
2"-38" COMPACT SILTY SAND
38"-6' TILL
MOTTLING 0 24"
TP-12
0-4" TOPSOIL
4"-36" COMPACT COARSE SAND
36"-6' TILL
ROOTS TO 36"
LEGEND
Qi
IRON PIN TO BE SET
0
EXISTING IRON PIN
❑
EXISTING MONUMENT
■
MONUMENT TO BE SET
C-0
EXISTING UTILITY POLE
= =f�5= =
EXISTING CATCH BASIN AND PIPE
-w-
PROPOSED PUBLIC WATER LATERAL
F-
PROPOSED FOUNDATION DRAIN
- -300- -
EXISTING CONTOUR
-�--
PROPOSED CONTOUR
x312.25
PROPOSED SPOT GRADE ELEVATION
x312.25
EXISTING SPOT GRADE
SURFACE DRAINAGE DIRECTION
-ETC-
PROPOSED CABLE, ELECTRIC
& TELEPHONE SERVICE
PROPOSED TREE LINE
EXISTING TREE LINE
Property Survey/Resurvey Prepared For:
Craig A. & Lynn M. Kochanski
76 'Barber Hill Road
South Windsor Connecticut
SHEET
3,
0
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 SO. 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 ndegljate
protection of existing utilities during construction.
6. Loam and seed disturbed areas to grow 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 ' urdy 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 co; itrols 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 SEDIMF�IT 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.
JlKttl UNI: IJ AJJVMr-V -
STABLISHED APPROXIMATELY 25
FEET FROM THE CENTER LINE OF
THE PAVED ROADWAY OF BARBER
HILL ROAD
N/F
CONNECTCUT
LIGHT & POWER
EXISTING TREES &
SHRUBS IN EXISTING
CL&P MCA t
9 SHEET �
(SEE NOTE�3
...1 S�89'>
RIGHT-OF-WAY SHALL
.,� I,y
x
I
�
,L
322
BE TRIMMED TO PROVIDE
j
1� rrll
A CLEAR LINE OF SIGHT I
Do Ui
•tO
X ADE t' LAR •
wo
1
R P. TEMP. 00,,
I'VERSION BE 1 Z
+
CONSTR.
(S DETAIL) '
I
ENTRANCE PAD
6"�2" STONE
OVER FILTER
OP. T. D
Q '
W"
FABRICISNET
. "v'
1 ` I
l
\ t C.
o •
?W
N
1
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REGULATED WETLANDSo
C.O. '
I ,
(SEE NOTE 9 SHEET 3)
I
Z
N Z
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GATE
SNET 210
UTILITIES
`w 325.77' (TOTAL) CL&P MON.
-� LOT 1
I
1 ' 2 390± 8.F.
20' S.Y. .20f A�, .
1 I I 1100• X 100• I
1 I I + I
t I
90' k 90•� 1
1 `
11 1
FF: 322.3
TOY
� 321.3 ,
+ + \ GAR:\ 319.0 ` \I
1 1 1 1 t
\ rn l
PRR6 I N/F
` 1 HOUE
Jl JEHANGIR & TASNEEM K.
1 ` ` 30 , ` ' DURRANI
A/
I L_
20' S.Y. 1
/ GRADE I TO D
ry
317.29' \ 1 1
ko
04
\ 24.2' I i I 2D' S"Y. I I + 1 + I I
1 N ` ` 1 ' `
EXISTING DIRT DRIVE \ + EXIST. p 1
1 D = GARAGE
1 F1
+ Z m 3.9' ' 24.2'
It ,
8 , RESERVE AI�EA I t I I t
/ o cD (APPROX. OCATION
SEE NOTE/8 SHEET 3�
D / PRIMARY -LEA HING ARA ' I , 1 pI
r (APPROX. LO ATION / LOT 12 l I 1 \ 811
, I l ,
$EE NOTE 8 SHEET I t �+
I / , 1 , / 5,69576f1 S.F. I 1 I � �, ', tEXIST. 4PTIC TANK �1
I t // /t (A PR X. LOCATION t 1 . 2 ci + IAC . l II t I A 'I 11 t` TOOTTHE AST ERTY ES
I + / q / SEE CITE 8 SjiEET 3) ,t t i< t
1
// 1
/
S I + L FILL
1 I 1 \ t t , O
t o EXIST. J
/ /
1 I1
H/ / ,
HOUSE
DRIVEWAY CRUSHED STONE B RM
(Width varies)
a DRIVEWAY
6 '
PLAN SECTI❑N
Note, Beryls to be Installed across full width of driveways with slopes greater than
10%. Berms shall be utilized during construction of driveways until paving commences.
TEMPORARY DIVERSION BERM
N/F
CONNEC11CUT
LIGHT & POWER
\ 1. SET POSTS AND
AN CLE POSTS EXCAVATE A 6"x6" TRENCH
5' UPSLOPE POST UPSLOPE FROM POSTS. SILT
FOR STABILITY
AND FENCING
Z_
CLEANING.
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
III. 3. ATTACH FILTER FABRIC TO III�� 4. BACKFILL THE
FILIt1C TnE nuODEF POSIT rvu cXlcivD IKIMNOii AND COiA 1
FABRIC � IT INTO THE TRENCH THE DE CAVATED SOIL.
COMPACTED
BACKFILL
_ I I I I I hI i l- -III- ` I I -III I I�
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
® ® ® ® Storm Sewer Structure
® CI l
I
�I
Flow _ Flow
CAnchor with two 2%2%3'
I I Stakes in each bale.
Haybale Installation at Catch Basins
ull
N/F
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY S h0� �\ SEE NOTE 4 1 i 1' 1' ` PAUL E. SODERBURG
/ � � tp t \ „ (�HEET Q & 3) I I 2l�' S.Y. 1 t t � I I
STANDARDS AND SPECIFICATIONS. '� ` I- 1 -I- , ' � �_
S I I
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. x , ' 1 t SILT FI, , 1 ,
1' 1 / 1 I (TiP•)1 1 1 1 I I 1 I
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE ~' , X ' s.s3' ) ` I N89'22+os"w , 1 I ` , Q Q 0
DESIGN ENGINEER. Ln 1 M J M .70'
I � � I , r AD R 1 1 , 0 0 0 ❑ 6" CT D.O.T. 2" STONE TO BE PLACED
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. Aa `� , LOrl1' 3 tl ', zDuo 0 13 OVER FILTER FABRIC MATERIAL
5. MAXIMUM SLOPE OF FILL TO BE 3: 1 EXCEPT WHERE NOTED ON THE PLANS. ALL FILL MATERIAL x 10 20' s.Y. ' , ' :2O 0 0 013 SEE SEDIMENT AND EROSION
TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT I \, 1 ' 55,P81 S. I a o 0 0 0 o SHEET FOR PAVEMENT WIDTHS
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS I I ' ' 90 90 + + 1 � 7± A.Ct. ' , ` 0 0 0 0
OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION I ` 11 ' e ' ' I 0 0 0 0 O
t ,
OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, NI I , i I' `� , `, i I\ + ' 0 0 0 00
000 OO
INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, XI '. t \ ® I I ' ' ` \ `\ 1 I.P. 0 0 0 O 0 0
cn W `� I� , , \ \ PROPERTY LINES1114 LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR \ \ \ TO THE EAST
EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY EXISTING TREES & �� W Q m 1 11 EDGE OF PAVEMENT
SHRUBS IN EXISTING m d l u
RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. RIGHT-OF-WAY SHALL A t ! t
BE TRIMMED TO PROVIDE ' 7 1 y I ' FF: 308,5 THRU STREET
5 6. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. A CLEAR LINE OF SIGHT D Tow. 30�1.
IZGAR: 3�5.5 ANTI -TRACKING APRON 7. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE PROP. PERMANENT `
CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE GRASSY SETTLEM T XI oho \ ` i i , "� 1 1 N.T.S.
EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. AREA (80 c.f.)
�-nm E
I
I
1 \ F
ESTIMATED START DATE FOR CONSTRUCTION - SPRING 2003
ESTIMATED COMPLETION DATE FOR THE PROJECT - FALL 2003
RESPONSIBLE PERSON(S) FOR IMPLEMENTA T/ON
OF SEDIMENTA T/ON AND EROSION CONTROL IS
OWNER/APPL/CANT.
OWNERZAPPLICAN T
CRAIG A. & LYNN M. KOCHANSKI
55 SELE DRIVE
SOUTH WINDSOR, CT. 06074
TEL. (860) 644-4345
Z II II
z
m
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
REVISIONS
4
4-9-2003
Approval Conditions
JAS
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
3
3-18-2003
Revisions Per Town Comments
JAS
2
3-14-200-
Revisions Per Town Comments
JAS
CONSTRUCTION.
1
3-3-2003
Revisions Per Town Comments
JAS
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL EN0NEE`?/SURVEYOR.
NO.
DATE
DESCRIPTION
I BY
e
CONSTR. I ^ t I
ENTRANCE PAD
6V 2" STONE J 0 ❑ > `\ I ' ' i 'I
OVER FILTER Z 1 �G .41
1 1
FABRIC z 2 tI
PR Blt DRI WAY ' ' t
,
Dona 1 20S.Y
N an I \ , i- W N
�'?p$ W N W t j W W (A0 N
Ifi 1
223,90'
S87'51'53"E I.P. N89'5428"E P.
-._
o PROP. TEMP.
' N DIVERSION BERM
(SEE DETAIL)
000 o N /F
GARY H. & CYNTHIA A.
0) YOUNG
0
Z
m
11
LrI
C
THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
40 D 20 40 8D
EROSION CONTROL ONLY; AND IS NOT TO
BE USED FOR UTILITIES CONSTRUCTION. c IN FEET )
1 inch = 40 ft.
Tel. 860.291 • 8757 EROMON CO) SED T A MOM
Fax 860.291 • 8757 LNV L!V !i-�1 (�J
esign , CONTROL PLAN
Cprofessiona!169 inc.
DESIGN: GBS/✓AS 1 DRAWN.• t/.45 CHECKED: GBS/RPM
civil engineers • planners surveyors
landscape architects . gis • gps ✓OB NO.: 1715 DATE.' 2-21-200J
165 South Satellite Road, South Windsor, Connecticut 06074 1 DRAWING NO.: jobs 1171511715-4. dwo
LEGEND
OO
IRON PIN TO BE SET
0
EXISTING IRON PIN
o
EXISTING MONUMENT
■
MONUMENT TO BE SET
Cob
EXISTING UTILITY POLE
_ =E11-- =
EXISTING CATCH BASIN AND PIPE
-w-
PROPOSED PUBLIC WATER LATERAL
-F-
PROPOSED FOUNDATION DRAIN
- -300- -
EXISTING CONTOUR
-UM-
PROPOSED CONTOUR
x312.25
PROPOSED SPOT GRADE ELEVATION
x312.25
EXISTING SPOT GRADE ELEVATION
SURFACE DRAINAGE DIRECTION
- - - -
PROPOSED SILT FENCE/HAYBALES
PROPOSED TREE LINE
u
EXISTING TREE LINE
Property Survey/Resurvey Prepared For:
Craig A. & Lynn M. Kochanski
76 Barbeir Hill Road
&.Nu th Windsor connnaecdcut
SHEET
4 //
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