HomeMy WebLinkAbout06-11P_SERGIO P. & CARLA V. CASTRO SUBDIVISION-RESUBDIVISION_ANDREIS TRAIL,' rr: 'i,. Ir rrrr tilt.
III II LIIIpI.IIIpIIIp(I1I1I1I1II9I1IIpII uII II Ill II 1 I °".r IaI I IIIIIIIII III III IILIIIIIIII III IIIIIIIIII�IIII�IIIII II II II II II I I I "uq1I1I1 ' i�IlIhlIlIrlIrlIrlI• lI lIlIIIII II III III � II I IIIIIII I I I I I PI II II II IIIIIIIIIIIIIIIIU„I I urr ,I ll1 lIlg;I I lI III III I"' "npliyl�l IIIl"ll'r„ I I I lI lI pII nliIlIlIlIlJ,ilIlIlIllIlIllllllll lI lI I I I I II "'pI rIlIl PIlIlInn..rnr. grlllllIlIl,'IIlIlId I II I III I I I I III IIII II I II IIII IIlI:uIIIIuIIyII,�I.III III III II1 II II III1 I•hII rrI :� I I III IIIIIPI'IIIIIII II I r I� IIIIII
II pI IeII (rImIIIIaII gI I lI lI lIl IIIII III LI,1 r II II I IIII IhI Ir Ir III•lIlIIII( r I I I i IIIII II rr . 'unqall IIIIIII glll . IIIII I I ,I' +urqr al Il ItIll,I nnnI llllllll I I
I
I I II n n II III IhIIl Ir IoIII.� IIIII IIIIII IIIII.II �I,II IIIIIII ILo. III lllI LI I I I
I I
! I � I'� I II IIIIII!IIlllllillliIllll II II II I
I. ,I o'' illllllllIlIlIlIht I.,I,�II, IIIIILIIIIILI I u1I,I,-.1 Illllb,,. I II
II
t.PI.IIlIlpIlIlJi.i
IlIIlIlIIlIIlIIl�In4I IlgIp lII II •' I II I Ilip;uuuIIlInIII hIllllllu llIoIIlIl �Illlllli,,II
I
� llllillI r I ,II
III
p IllI lI lrI
ulIII Ilnnulcll ��jjjj
lllllkill,
ll
............ .IIII II
IIIIII I
II
II
II II
II II
'I IIIIIIIIIIIII.IIIIII
SUBDIVISION/RESUBDIVISION
INN I L-1 I L-,U IL \ I LIU ji ji
I Flo N11 (L; U
UU - ji - n WV 1\ U 6 UU (L; UU LN\ I IN
I �D�)Tt]L.
z/
® civil engineers . planners surveyors
landscape architects • gis gps
PO Box 1167
South Winc.':;or, CT 06074
860.291.8755 Fax 860.291.8757
www.designprofessionalsinc.com
DESIGN PROFESSIONALS INC.
NOTES:
THESE DRAWINGS ARE THE PROPERTY OF DESIGN PROFESSIONALS, INC., AND HAVE BEEN
PREPARED SPECIFICALLY FOR THE OWNER/APPLICANT FOR THIS PROJECT. THEY ARE NOT
TO BE USED FOR ANY OTHER PURPOSE OR BY ANY OTHER PERSON OR PERSONS NOR
REPRODUCED IN ANY MANNER WITHOUT THE EXPRESS WRITTEN PERMISSION OF DESIGN
PROFESSIONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORIGINAL SIGNATURE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENGINEER OR SURVEYOR.
THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THROUGH 2O-30OB-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC.,
--TEMBER 26, 1996. THIS PL+%,\) '+I COMPILED FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES
FOR A ION. IT IS NC`'; TC SE ,QN3'IAUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND
IS SUB T TO SUCH !.:'ANGE Aa /' ; CC',RATE FIELD SURREY MAY DISCLOSE.
T BEST OF MY 4E� E REF HIS P IS S% BSTANTIALLY CORRECT AS NOTED HEREON.
12327
LAWRENCE R GEISSL'rR, im, I. 3. — LIC. No.
(-)6*vPV- l I
#164
0-93
0
MAP
LOT
NAME
MAILING ADDRESS
77
17
BRAZALOVICH PHILIP J. & KRISTEN M.
236 CARRIAGE DRIVE
77
18
ENGLEMAN JOHN J. & CAROL F.
224 CARRIAGE DRIVE
89
19
SOUTH WINDSOR TOWN OF 41
1540 SULLIVAN AVENUE
90
1
HILL GEORGE E.
20 ANDREIS TRAIL
90
2
TANKALA KANISHKA
30 ANDREIS TRAIL
90
3
SWIERBUTOWICZ LEONARDA
38 ANDREIS TRAIL
90
4
FRIONE ROBERT E.
46 ANDREIS TRAIL
90
19
MELOCOWSKY JUDITH F.
53 ANDREIS TRAIL
90
20
LEE YONG HA
43 ANDREIS TRAIL
90
21
ENDERLE JOHN 0. & MARGUERITE P.
31 ANDREIS TRAIL
90
22
CALABRESE CHARLES J. & NANCY C.
19 ANDREIS TRAIL
90
89
GLADSTONE DOROTHY N.
210 CARRIAGE DRIVE
90
90
WALKER NANCY
200 CARRIAGE DRIVE
90
91
INGALLS ROY J. & CAROL A.
194 CARRIAGE DRIVE
90
92
MANSFIELD MARILYN C.
172 CARRIAGE DRIVE
90
93
COAKLEY KEITH C. & MADELINE A.
164 CARRIAGE DRIVE
90
97
CONN LIGHT & POWER CO.
PO BOX 270, HARTFORD, CT 06141
90
98
CASTRO SERGIO P. & CARLA V.
7 ANDREIS TRAIL
90
99
VON KAENEL PATRICIA
11 ANDREIS TRAIL
Zoning g Data Block
ZONE: RURAL RESIDENCE (A-20)
ITEM
REQUIRED/ALLOWED
PROPOSED LOT 1
PROPOSED LOT 2
Lot Area
20,000 sq. ft. min.
42,252 sq. ft.
21,788 sq. ft. min.
Lot Width
100 ft. min.
105.44 ft. min.
146.21 ft. min.
Lot Depth
150 ft. min.
247.66 ft. min.
171.29 ft. min.
Lot Coverage
15% max.
5.93%
8.26%
Impervious Coverage
N/A
N/A
N/A
Building Height
2.5 stories/30 ft.
2.5 stories/30 ft.
2.5 stories/30 ft.*
Front Yard
40 ft.
57.99 ft.
42.0 ft.*
Side Yard
10 ft.
57.08 ft.
12.0 ft.*
Rear Yard
40 ft.
N/A (corner lot)
67.2 ft.*
*NOTE: PROPOSED HOUSE & DRIVEWAY ARE REPRESENTATIVE OF WHAT COULD BE
PROVIDED. ACTUAL HOUSE WILL BE PROVIDED AS SEPARATE PLOT PLAN.
TOWN OF SOUTH WINDS0I
AUTHORIZED SIGNATURE
/ 3
DATE:
I —I I: I: "I, I 1 I�� I, l
APPLICANT: 1 COVER SHEET/LOCATION PLAN
P. &
✓. CASTRO ZONING DATA BLOCK
'EIS TRAIL 2 PROPERTY SURVEY
30R, CT 06074
432-37^3 3 PLOT PLAN
4 TOPOGRAPHIC / EROSION &
SEDIMENTATION CONTROL PLAN
REV: JUNE 26, 2006
REV: MAY 11, 2006
REV: MAY 3, 2006
DATE: MARCH 22, 2006
a
DRAWN: RAM
2257—cover.dwg
04101L"I I
NOTES:
1. THE PROPERTY IS LOCATED IN THE A-20 ZONE.
2. AREA OF THE PROPERTY = 64,040.9 sq. ft. = 1.47 ac.
3. THE PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500-YEAR
FLOOD PLAIN PANEL NO 7 OF 11 COMMUNITY PANEL NUMBER 090036 0007D REVISED ON
FEBRUARY 21, 2001.
4. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH
20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND
MAPS IN THE STATE OF CONNECTICUT" PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF
LAND SURVEYORS INC. SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY/TOPOGRAPHIC, BASED ON A DEPENDENT
RESURVEY (MAP REF. 1), CONFORMING TO HORIZONTAL ACCURACY A-2 AND VERTICAL ACCURACY T-2.
THE PURPOSE OF THE MAP IS TO DELINEATE THE BOUNDARIES, TOPOGRAPHY AND IMPROVEMENTS OF
SUBJECT PARCEL.
5. UNDERGROUND ENCROACHMENTS, STRUCTURES, OR SYSTEMS, IF ANY EXIST, WERE NOT A PART OF THIS SURVEY,
EXCEPT AS DEPICTED OR NOTED HEREON.
6. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE NOT
TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED.
7. STONE WALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPAL COURSES SHOWN.
8. BEARINGS AS DEPICTED ARE BASED ON MAGNETIC READING TAKEN 11/30/05.
9. SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 98 ON SOUTH WINDSOR TAX ASSESSOR MAP 90.
10. ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON.
11. VERTICAL DATUM TAKEN FROM MAP REFERENCE #2.
LEGEND
I
- TA.
F: 226.45
EX. CB INV: (15"IN)222.71
TF: 225.69 1\c0INV: (18"OUT)222.34
INV: (15"IN)219.24 INV: (6"IN)222.55
INV: (18"IN)221.50 ='
' ►` INV: (24"OUT)218,23,11
1
` STRUf SIGN
/9
EX. CB
TF: 224.36 . ; - / IV] U�%j
INV: (15"IN)220.34 spr
INV: (24"IN)216.74 Wp
INV: (24"OUT)21 .84 /%
0 EXISTING IRON PIN
0 / r
El EXISTING MONUMENT ,' '' I Q' PARKI
e EXISTING UTILITY POLE ` _ _ - - - - - _ - SIGN
4!71� _ = EXISTING CATCH BASIN AND PIPE `
-i r
EXISTING SANITARY MANHOLE AND PIPE
/
--- EXISTING WATER MAIN NO
- - - - FXISTINC, rnNTni iR
X360.00 EXISTING SPOTGRADE
^^ EXISTING TREELINES)
EXISTING PROPERTY LINE
i O
>r ,
Oj
<J / �'� 1' / , ^
N PARKING,N,
C , - ' ' , TWO STOR
FF:231.50
CO 227.81
WOODED AREA t ,' °eck
(TYPICAL)
' ' r0 228.76
1 " CONC.
EX. CB PATIO
; CL 272_6 PATIo
TF: 212.28
INV: / (15'IN)207.58
INV: (24 IN)207.13
INV: (24"OUT)206.98 �' �, �\ �p / r'' i INGROUND
1
,�� POOL
22
229,04
' N F
0 ,'' SERGIO P. CASTRO & -
1 r %A01 A nA ilc0A `
E X . C 13 I ; (1J / / ,' UtA r-t L_ _\ IV I . V 1 r_ FVA
TF: 212.20 /
,� j (VOL. 1453 PG. 216)
INV: (15' OU 207.91
D90 00 26 MON.\\ �\ Q,�/,
Oi.:. R26.4300 ;�\ ,,�� 2''S00 EX. SMH S
S �78 0
A41.5194 �''0, , 23 >> DEAD TF: 229.99 ♦ \
T26.4300
��� 4' - - END SIGN
r` ONC
b404U.9 S0. Fes. -
MC-)N. � 1.47 ACRES--- ,
- - X228.46
N /F <\
CONNECTICUT LIGHT 8c �`,� 0\r'
POWER COMPANY
(VOL. 106 PG 100) s
s X� 61
MAP REFERENCES: �j� r \r 225.90 ,'� X229,1 �Dc
1. SUBDIVISION PLAN GREEN HILL IN SOUTH WINDSOR, CONNECTICUT
SHEET 1 OF 9, DATE: 7-7-83, SCALE 1"40', MAP NO. 5445 BY `� O � WIRE
GARDNER & PETERSON ASSOCIATES.` \ FENCE / O
2. ASBUILTS ANDREIS TRAIL GREEN HILLS SOUTH WINDSOR, CONNECTICUT /
SHEET 3 OF 3, DATE:1-19-88, SCALE: HORIZ. 1"=40', VERT. 1"=4' MAP NO. 5445 �\ \ X229,98
BY GARDNER & PETERSON ASSOCIATES. O
O
3. MORTGAGE SURVEY LOT 24 GREEN HILL LAND OF U. & R. CONSTRUCTION CO., INC.
TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE: 1"=40', DATE: SEPTEMBER 27, 1984
4. PLAN SHOWING LAND TO BE ACQUIRED FROM LEO AND JACK LEICHTNER TOWN OF ' ' 0
SOUTH WINDSOR, SHEET 2 OF 2, SCALE 1"=200' DATE: 12-21-64 NO. 17304-A3 BY
THE CONNECTICUT LIGHT & POWER COMPANY. ,
5. ASBUILTS ABBE ROAD EXTENSION GREEN HILLS SOUTH WINDSOR, CONNECTICUT SHEET M ON .
NO. 2 OF 3, DATE:1-19-88, MAP NO. 5445 BY GARDNER & PETERSON ASSOCIATES. /
228,04
u n 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 20 0 10 20 40
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD _
BY A LICENSED LAND SURVEYOR PRIOR TO 9
CONSTRUCTION. /� // IN �T
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 05-o3-os REVISE CERTIFICATION RAM--C�-il 12327 1 inch = 20 ft.
IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. ! EISSLER, JR.: L.S. LTC. No.
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY
SMH
TF: 230-93
FL. 225.68
IR FOUND
♦ �� Mo\
♦
♦
♦
4 ♦
♦
♦
N /F ♦♦
PATRICIA VON KAENEL ♦♦
(VOL. 1257 PG 32)
♦
♦
♦
♦
♦
I
i EX. SMH
i' TF: 231.01
i'
I
i
'' /000
N/F
CONNECTICUT LIGHT
POWER COMPANY
(VOL. 106 PG 100)
Tel. 860.291 • 8755
Fax 860.291.8757
civil engineers • planners surveyors
landscape architects • gis • gps
PO Box 1167, South Windsor, Connecticut 06074
EX. 20' SAN. SEWER
EASEMENI
PER MAP REF. #1
I� I; " LA I REII'; I 01A I f(e)�' c�) <<� I•; r� H I i . ti l) I'� V E �f
DESIGN: RAM I DRAWN. RAM I CHECKED: LRG
✓oB No.: 2257 1DATE.• 01-17-06
DRAIMNG NO.: 2257-SURV. dw(7
OWNER APPLICANT:
SERGIO P. &
CARLA V. CASTRO
7 ANDREIS TRAIL
SOUTH WINDSOR, CT 06074
TEL. (860) 432-3723
PREPARED FOR:
SERGIO P. & CARLA V. CASTRO
r .•��IM�I`ZI�I� �II'Z:•�II,
Wl 1 } 1 \12 1 \ 11>,*I•,,
C®NN15' C 1L IC lV T
SHEET
F'
SOW M SC,,
To-2 O-P sDtdh ?A;01L
T. �` 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
4'N�SOR-- 0 TELEPHONE (860) 644-2511
CERTIFIED MAIL
May 15, 2006
Cc rein P and Carla V, Castrn
7 Andreis Trail
South Windsor, CT 06074
Dear Mr. and Mrs. Castro:
Re: Appl. 06-11P, Castro Resubdivision
We are pleased to advise you that the Planning & Zoning Commission voted on May 9, 2006, to approve
with modifications the above referenced application to create one new lot on proprety located at 7 Andreis
Trail, A-20 zone as shown on plans prepared by Design Professionals, Inc., project #2257 and dated
1/17/2006, as revised. This approval is subject to the following modifications:
1. This approval is for i lot.
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 he supplied to this subdivision by public water.
5. Prior to commencement of any site work, a preconstruction 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 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.
8. 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.
9. 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.
10. A drainage assessment fee in the amount of %50.00 shall hP submitted to thk Commission.
11. The Town Engineer's review comments dated 5/2/06 must be addressed to the Town Engineer's
satisfaction.
12. 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.
13. The applicant will be required to coordinate the removal of the trees in the town's ROW with Karl
Reichle, the Town's Tree Warden.
Black and white transparent mylars of Sheet # 4 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 August 26, 2006. After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Sin ely,
Lchai t
Kennedy,
Planning and Zoning Commission
Enclosures
cc: Town Engineer
Chief Building Official
Asswsnr
Superintendent of Pollution Control
Fire Marshal
Board of Education
Attachments:
Deed/easement policy
NOTES:
1. THE PROPERTY IS LOCATED IN THE A-20 ZONE.
2. AREA OF THE PROPERTY = 64,040.9 sq. ft. = 1.47 cc.
3. THE PROPERTY IS IN FLOOD ZONE X - AREA DETERMINED TO BE OUTSIDE THE 500-YEAR
FLOOD PLAIN PANEL NO 7 OF 11 COMMUNITY PANEL NUMBER 090036 0007D REVISED ON
FEBRUARY 21, 2001.
4. THIS SURVEY AND MAP HAVE BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30015-1
THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -
"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. SEPTEMBER 26, 1996.
IT IS A PROPERTY SURVEY/TOPOGRAPHIC, BASED ON A DEPENDENT RESURVEY (MAP REF. 1),
CONFORMING TO HORIZONTAL ACCURACY A-2. THE PURPOSE OF THE MAP IS TO
DELINEATE THE BOUNDARIES, TOPOGRAPHY AND IMPROVEMENTS OF SUBJECT PARCEL.
5. PERIPHERAL PROPERTY LINES OF ADJACENT OWNERS ARE FOR INFORMATIONAL PURPOSES ONLY
AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED.
6. STONE WALLS, FENCES, AND WATERCOURSES MAY DEVIATE SLIGHTLY FROM PRINCIPAL COURSES
SHOWN.
7. BEARINGS AS DEPICTED ARE BASED ON MAGNETIC READING TAKEN 11/30/05.
8. SUBJECT PROPERTY IS ALSO PRESENTLY DEFINED AS LOT 98 ON SOUTH WINDSOR TAX ASSESSOR
MAP 90.
9. ALL MONUMENTATION FOUND OR CONTRACTED TO BE SET IS DEPICTED HEREON.
MAP REFERENCES:
1. SUBDIVISION PLAN GREEN HILL IN SOUTH WINDSOR, CONNECTICUT
SHEET 1 OF 9, DATE: 7-7-83, SCALE 1"40', MAP NO. 5445 BY
GARDNER & PETERSON ASSOCIATES.
2. ASBUILTS ANDREIS TRAIL GREEN HILLS SOUTH WINDSOR, CONNECTICUT
SHEET 3 OF 3, DATE:1-19-88, SCALE: HORIZ. 1"=40', VERT. 1"=4' MAP NO. 5445
BY GARDNER & PETERSON ASSOCIATES.
3. MORTGAGE SURVEY LOT 24 GREEN HILL LAND OF U. & R. CONSTRUCTION CO., INC.
TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE: 1"=40', DATE: SEPTEMBER 27, 1984
4. PLAN SHOWING LAND TO BE ACQUIRED FROM LEO AND JACK LEICHTNER TOWN OF
SOUTH WINDSOR, SHEET 2 OF 2, SCALE 1"=200' DATE: 12-21-64 NO. 17304-A3 BY
THE CONNECTICUT LIGHT & POWER COMPANY.
5. ASBUILTS ABBE ROAD EXTENSION GREEN HILLS SOUTH WINDSOR, CONNECTICUT SHEET
NO. 2 OF 3, DATE:1-19-88, MAP NO. 5445 BY GARDNER & PETERSON ASSOCIATES.
u x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED LAND SURVEYOR PRIOR TO
CONSTRUCTION.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
SOWN Sf,
m 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
�fyosaR.co��� AREA CODE 860 1 644-2511
June 19, 2006
Ms. Becky Meyer
Design Professionals, Inc.
165 South Satellite Road
South Windsor, CT 06074
Re: Castro Subdivision/Resubdivision - Andreis Trail
South Windsor, CT
Dear Ms. Meyer:
The South Windsor Water Pollution Control Authority, at its regular meeting of June 6, 2006, gave approval for
the connection to the Town's sewerage system of a residential property on Andreis Trail as more specifically
shown on plans entitled "Sergio P. & Carla V. Castro, Subdivision/Resubdivision/7 Andreis Trail, South
Windsor, CT; Prepared by Design Professionals, Inc., South Windsor, CT: Sheet No.: 4/4 "Resubdivision
Plan/Topographic/Erosion & Sedimentation Control Plan" Job NO.: 2257, Drawing No.: 2257-base.dwg, Dated:
03-15-06"; and subject to the following conditions:
1. A private easement between the two property owners must be obtained, reviewed and approved by the
Town Attorney.
2. An external electrical outlet and CL & P power disconnect must be supplied for the use of an emergency
generator in the event of a power outage.
3. Technical approval of the Town Engineering Department.
4. 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
approved by the Authority, and meeting all Town regulations and appropriate technical specifications
relating to sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
f-11, j C
Joseph J. Carino, Chairman
Water Pollution Control Authority
JC:ead j
Cc: Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
tv
�Y
N PARKING
I G N
&P 2726
/ WITH GUY;
�(Y-
/ v\
NO PAR G
SIGN
N /F
CONNECTICUT LIGHT &
POWER COMPANY
(VOL. 106 PG 100)
ON.
REVISIONS
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
GRAPHIC SCALE
20 0 10 20 40
2 06-26-06 ADD APPROVAL LETTERS, EASEMENT LABELS RAM <' ( 1N FEET )
1 05-03-06 REVISE NOTES AND CERTIFICATION RAM12327 1 inch = 20 ft.
NO. DATE DESCRIPTION BY LAWRENCE R. GEISSLER, JR., L.S. LIC. No.
oN.R26.4300' MON.O�23s0
A41.5194' �� `�7S '_78 00
\_L26.4,5UUENDUSIGN
5.9 2'�l\
S22°26'58"W _ _ oNc
1�
MON.
I
n• c t
I
I ' 1
CONC. I J
PAD /J
N /F
SERGIO P. CASTRO &
CARLA M. VIEIRA
(VOL. 1453 PG. 216) / o
G A n A n n Q/'1 I--r 1 +v 1
64040.9 JQ. r I. A:
1.47 ACRES 00 j / �
\ S��/ IIR'CFF
'< I--,' O U N D
N /F
PATRICIA VON KAENE
(VOL. 1257 PG 32)
EX. 20' SAN. SEWER
/ EASEMENT
PER IVIAI- REF. #I
N /F
CONNECTICUT LIGHT &
POWER COMPANY
(VOL. 106 PG 100)
r-r\vr-. Lv J/AIV.
SEWER EASEMENT
IN FAVOR OF LOT 2
GRANTOR
GRANTEE
TYPE OF
DATE FILED
VOL/PG
EASEMENT
LVI I
LVI 2
SANIIAKY t-tWLK
N/F SERGIO P. &
CARLA M. CASTRO
860-291-8755
Fax 860-291-8757
I':-
Ilk AMC
P, dgn
�I\ MIS
I'Jr �mJrJ1JI� w
civil engineers • planners surveyors
landscape architects • gis • gps
110 Box 1167, South Windsor, Connecticut 06074
RESUBDIVISION PLAN
DESIGN: RAM DRAWN.• RAM I CHECKED.GEE
✓oB No.: 2257 1 DATE.• 03-15-06
DRAWING NO.: 2257—base. dwa
LEGEND
0 EXISTING IRON PIN
❑ EXISTING MONUMENT
EXISTING UTILITY POLE
PROPOSED PROPERTY LINE
EXISTING PROPERTY LINE
OWNER f APPLICANT:
SERGIO P. &
Cmr\ m `Y • CAST DRV
7 ANDREIS TRAIL
SOUTH WINDSOR, CT 06074
TEL. (860) 432-3723
PREPARED FOR:
SERGIO A & CARLA V. CASTRO
7 ANDRIEIIS `I TAU L
SHEET
3,
n
LEGEND / EX. CB
1. SET POSTS AND4NCING
STAPLE THE SILT TF: 226.45
ANGLE POSTS EXCAVATE A 6"x6" TRENCHFENCING TO THE
FOR
POST ® EXISTING IRON PIN EX. CB �GQ, ;' INV: (15 IN)222.71
UPSLOPE FROM POSTS.END OF THE POST ' ' »
FOR STABILITY FE❑ EXISTING MONUMENT
AND SELF- -9- EXISTING UTILITY POLE TF: 225.69 NO,;:'/ �ti. INV: (18"OUT)222.34
CLEANING.
95'
F MIN' _ = EXISTING CATCH BASIN AND PIPE l INV: (1 5" ) 219. 24 \.INV: (6"I N) 222. 55
III=III=11 III= EXISTING SANITARY MANHOLE AND PIPE = EXISTING WATER MAININV: (1 IN)221.50
I A I\, i„ A», I I T„ ,I
111 j 111 1 111 11� - S - SANITARY LATERAL IIN V1L4 UU 1 )2- 1 0.z'), V .
- W - WATER LATERAL ,
- F - FOUNDATION DRAIN ; ��
3. ATTACH FILTER FABRIC TO 4. BACKFILL THE - 3" - EXISTING CONTOUR C C[�
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT r S TI,' LL- SIGN
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. -Q} PROPOSED CONTOUR r ` \ •l (A- /?'V
1
ac�.00 EXISTING SPOT GRADE
COMPACTED 1 A A
BACKFlLL xabo,00 PROPOSED SPOT GRADE ' '`
- - _ EXISTING TREELINE eOON.
1 11=111=111=�M0N.III- PROPOSED TREELINE\ r"
-III-III-III III-
III -III- PROPOSED PROPERTY LINE-' , 'l \ EX. SMHEXISTING Q
■ � � � � � PROPOSED SILT PROPERTY ENCE E EX. CB 'L ` � � � r' ' r � � � TF: 229.99
CONSTRUCTION OF SYNTHETIC FILTER BARRIER 36 '' DEAD
CLEAN FILL COMPACTED
IN 12" LIFTS
2" 0 SDR21
WELL GR
CLEAN S
I F. 224. s r-NIr, C`I(�Nl
N.T.S. "�Y %' ;' , \�
INV: (15 IN)220.34 'PQ clV`� 'I`'I�'
INV: (24"IN)216/"�U��'21*'�'
4 .:' �O ��-
4" MIN. TOPSOIL AND SEED INV:(24-1-j.�9�� J� ���NC wACK 1`1
, all 11r � / �
CL
CL
17
0,L co
woo coca ad
onn2aaa ° .. <\`Y% -r . ')') A
' coca06og,� oa°a°°°a 6" CT D.O.T. 2" STONE TO BE PLACED / \INV: (15 OUT)220.37
l l I oaa°oa°Q OVER FILTER FABRIC MATERIAL /
aaa ° / \
l 910 I 000013 coca SEE SEDIMENT AND EROSION /'�'' ''', ��' PARKI '
l l N coca aooa° SHEET FOR PAVEMENT WIDTHS 1. /
`� / r
l l 114
aaa 1 000°° ' ''---------
PVC SI, N
l aaau as Q
as aaaaa
l I as aaaaa ' ^> J
l co o1°Qoon
ADED i I o - °pQaaadra°°aaco�` I r , ,' >; \G 229.14
AND I I EDGE OF PAVEMENT
L-------J THRU STREET oo� � '' I ��r / `2C
2'_0" C) w '
ANTI -TRACKING APRON �j '' ` S a�� ,� ♦♦
N.T.S. , '
FORCE MAIN
not to scale � � / ,' � ' N /F
'
PATRICIA VON KAENEL(VOL. 1257 PIG 32)
♦`
229,09 / / 229 65
APPROX. LOC. �p '.0• / / J �♦
EXIST. STONE ,' o 3.' I , , po
/ N PARKING / e 7.0
I G N
P , TWO STORY FRAME HOUSE a
CONS CTI ON r + / FF: 231.50 N
227.81
h
=' oo EN ANCE PAD ,.- �.. , ,' Mo 9so•
WO DED AREA ,- oFok BIT. DRIVE I oN
/ - T
CAL)
BcP- 2726 ,4,1 o o�
WITH GUY + oEC o PA EX. SMH
/� , �+ I- CONC. k gr0fi TF: 231.01
0j ♦ r
EX. CB h I 6,, A O ��28,84 PATIO 9
TF:212.28 *00
INV: (15"IN)207.58 _ lrc p� \ O ��
INV:(24IN)207.13 � \� ,'� TANI<oIL
INV: (24 OUT)206.98 ,' Q� �9 �� ♦ -P �` , O. + INGROUND 228.82 ` S,
_.A'�-\� ��C,/rt. , ♦ ' „2 / \' \�>7 , ,' POOL
\{ �` \/ ♦ Y ,' , , ! 1 J ' a t) /� � t_ L y . .y. /
APOROX. LOC. CONC. /
E�fST. STONE 4ALL PAD �p / � �
r Q/ ,' \ . , SER GI 0 P, - C.A IR 0 &
NO PA G,GO / IP \ CARL-Ak M. V IRA ,
SIGN r o ?n� 4' �.c, /� \ (wni 1 AP,7 ID ')1 F1 EX. 20 SAN. SEWER
EX. CB I (LI ,' v ,,\\ \ \ �, v vl_. 1 rvv I I v/ / ��' / LAStMLIN I
TF:212.20 CU p ' \ \ 64040.9 SQ. FT. / �o / PER MAP REF. #1 PROVIDE MANHOLE
S
INV: (15"OU 07.91 ; + S 2 0% P��, X22 75 \�8\ 1.47 ACR / / / / TO GRADE
PROP. I 6": 208.66 + � / 2 J y � SMH „
_,I, L GRAVITY FLOW \, �'" \ S �' TF: 230.93 Pvc In _> 4 CV Gv 2" out
MON. ( r 1 PROP. HOUSE , \ \ / FL:225.68 El. 223.95
GAR: 226.15 '22'J,
IR FOUND FL:225.85 6 PVC >
'O + TOW: 227.15 2�0 ' ' ' / a_
FINISHED GRADE
N /F ��. FIT: 228.15 '48 2 R� / DISCHARGE VOL. N
CONNECTICUT LIGHT Bc2 N/F rn = 150 GAL.
CONNECTICU I LIGHT (Y
6°To,2° POWER COMPANY • /212 LF IP POWER COMPANY N
BELLOW GRADE , , ,�
CAP (VOL. 106 PG 100) '.�♦ / 1 /' PRESS 2 PV =
\ ♦ , 0j I , / URE PIPE , (VOL. 106 PG 100) , Alarm PUMP
(�V ♦ MYERS E-� / PROP. 20 SAN. 0.32 On MYERS
SEWER 0.5� 5' E-3
� ♦, \ X 24150 1/3 HP/G`RINDER PUMP / IN FAVOR OF 10 LF N 6" PVC o.50 off STEEL BAR 2"�C OUTLET PIPE GRAVITY FLOW
6• PVC. REDUCER SIZED �
FOR FORCE MAIN /
45 DEGREE BEN'n�'\\ SILT FENCE (TYP.) �� SEE DETAIL) PUMP HAMBER CROSS SECTION
PVC SOLVENT ��r' , INV: 223.9',5 PROP. CLEANOUT & NOT TO SCALE
WELD JOINTS S , 5.1��, X229.121 FORCE MAIN CONNECTION NOTES
�' (SEE DETAIL) 1. CHAMBER TO BE ROTONDO PC 5x10 OR APPROVED EQUAL.
2" PVC FORCE MAIN FROM �� 00 v' WIRE i 2. LIQUID CAPACITY = 269 GAL/FOOT (36 CF/1 VERTICAL FOOT)
��n SEWAGE EJECTOR PUMP `� FENCE + O 1r,C1 (.Al = n SFi ITT OP rnno7- nF nigT �YCTFAA C APAC'.ITY
v` r 4. PUMP TO BE MYERS E-3 OR APPROVED EQUAL. v
X229,98 5. PROVIDE OUTLET FOR EMERGENCY POWER SUPPLY.
DIRECTIMTYON of � ,' O
Ow
AATT 2% MIN SLOPE 6• MIN. T y(yr 3/4 BROKEN TRMROCK ` ' -
UNDER BEND
/
FORCE MAIN CONNECTION / ` O OWNER/APPLICANT:
NOT TO SCALE
NLRGIO P. ac
'
CARLA V. CASTRO
MON.
7 ANDREIS TRAIL
1�222.04
SOUTH WINDSOR, CT 06074
MAP REFERENCES: FOR BOUNDARY AND TOPOGRAPHIC INFORMATION SEE SHEETS 2 & 3.
TEL. (860) 432-3723
I; x
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
Tel. 860.291.8755
RESUBDIVISION PLAN
PREPARED FOR:
SHEET
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
_ __ _
Fax 860.291 • 8757
TOM_ �, ,���_ �_,O_M__
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
c�xAYtll10 �(:A1,r;
2I I 10 I 4I
��11 �1�I
��j��
� mM�n i (�(� ®j�j�j (®�r %�j�fj
0�715Lv.NIML m /n1 p lJ�1i/IjG UV U R u�-L'�Am
sERGlO P. & CARLA V. CAS'TRO
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
BY A LICENSED PRIOR TO
M,IA�r�J�J�I��
�1�J, �J
/ 111111
3
06-26-06
REVISE IP TO BE SET -EXISTING IP
RAM
2
05-11-06
REVISE FORCE MAIN CONNECTION DETAIL PER TOWN
RAM
LAND SURVEYOR
CONSTRUCTION.
IN T
FEE
� �
I inch = 20 ft.
•
civil engineers •planners surveyors
DESIGN:RAM
DRA•RAM
WN.
CHECKED: G17S
� ANDRIERS TRARL
4
1
05-03-06
PUMP DETAILS, REVISE GRADING (TOWN COMMENTS)
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
RAM
landscape architects . gis gps
JOB NO.: 2257
DATE:• 03-15-06
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
PO Box 1 167, South Windsor, Cr nnc�ticu-L 06074
Tr7�7t�tutrTr�7m� �T ►IrTtrn �t�
SOUTH v�r u1� DSOFq CONNEC 1tICU u
J
NO.
DATE
DESCRIPTION
BY
DRAWING NO.: 2257-base. dwq