HomeMy WebLinkAbout04-04P_TERRACE HEIGHT SUBDIVISION RESUBDIVISION-ZONE CHANGE_DEMING STREET & GRANDVIEW TERRACEPrepared By:
Li civil engineers -planners • surveyors
landscape architects • CIS . CPS
165 South Satellite Road
South Windsor, CT 06074
(860) 291-8755 FAX (860) 291-8757
LANDSCAPE ARCHITECT:
PAYMOND JEFFERSON
LANDSCAPE ARCEEECT
CHESTER ° CONNECTICUT
PHONE: 860-526-8210
CONTACT: RAYMOND E. JEFFERSON
Zoning Data Block
ZONE: RESIDENCE AA ZONE (AA-30) & GD
ITEM
REQUIRED/ALLOWED
PROPOSED
Lot Area
30,000 s.f.
49,755 sq. ft. min.
Lot Width
150 ft.
150.03 ft. min.
Lot Depth
150 ft.
320.65 ft. min.
Building Height
2 1/2 Stories/30 ft.
30 ft.
Front Yard
50 ft.
51.0 ft. min.
Rear Yard
50 ft.
147.14 ft. min.
Side Yard
20 ft,
21.8 ft. min.
Zone Buffer
50 ft.
50 ft.
Lot Coverage
15% max.
6.10% max.
NOTES:
THESE DRAWINC75 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 MITTEN PERMISSION OF DESIGN
PROFE55IONALS, INC.
THESE PLANS ARE INVALID UNLESS THEY BEAR THE ORISINAL SISNAl'URE AND IMPRESSION SEAL
OF THE PROFESSIONAL ENSINEER OR SURVLYOR.
I
/ ZONE CHANGE
T-D 7-D-) 7r__9
1E
e W d
D MHN(G 0
ILA
CU
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 — "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 ODTAINED AS THE RESULT OF A MELD SURVEY, AND IS SUMLOT TO SUCH CHANGE AS AN ACCURATE
FIELD SURVEY MAY DISCLOSE.
TO TH EST OF MY KNO E' AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
RICHA TEL LIC. No.
SOUTH WINDSOR y
1KANkIIIAG DEPT.
OWNER:
CALVARY CHURCH OF THE
ASSEMBLIES OF GOD
400 SUCKL.AND ROAD
SOUTH WINDSOR, CT 06074
(860) 644-1 102
APPLICANT:
THE METRO REALTY GROUP, LTD.
6 EXECUTIVE DRIVE
FARMINGTON, CT 06032
(860) 674-5640 OFFICE
(860) 677-6919 FAX
VtECF jv D
JUL � c 200�,
SOUTH W�NDSOR PLANNtN� DEPT
F-PN9,L PLANTS
TOWN OF SOUTH WINDSOR
AUTHORIZED SIGNATURE
DATE: 7 // 2' 113 Cf
SHEET INDEX
COVER SHEETNLOCATION PLAN
KEY MAP
'LOT PLAN
TOPOGRAPHIC PLAN
SE®I M EN TA J 0 Cal & EROSION CONTROL PLAN
ZONE CHANGE MAP
Ri:YlSii : July (5, 2004
REVI5EL,: April 4, 2004
DATE: J, ;lnuarg b, 2004
51-37
NOTES:
1. ALL MONUMENTATION FO
2. HORIZONTAL DATUM — 1
3. LOCATION OF DEPICTED
MAP REFERENCES:
RECONSTRUCTION OF BU
DEPARTMENT OF TRANSP
SCALE 1"=40', 1991, RE%
2. RESURVEY PROPERTY SL
SOUTH WINDSOR BUCKLAi
DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC.
3. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT
DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1"=40' SHEET 2 OF 7 PLOT PLAN BY
TORRES ENGINEERING, INC.
4. PLOT PLAN — THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT
CALVARY CHURCH 647 MIDDLE TURNPIKE EAST — MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82
1"=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL.
5. SITE DEVELOPMENT PLAN/SPECIAL EXCEPTION — BERRY PATCH II BUCKLAND ROAD & DEMING
STREET SOUTH WINDSOR, CONNECTICUT DATE: NOVEMBER 4, 2003 REVISED TO 12-12-03 BY
DESIGN PROFESSIONALS, INC.
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-30OB-1 THRU 20-30OB-20 OF THE
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF
INFORMATION. ALL EXISTING UTILITIES SHOULD CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. THIS PLAN WAS COMPILED
BE FIELD VERIFIED PRIOR TO CONSTRUCTION. FROM OTHER MAPS , RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE
BY A LICENSED LAND SURVEYOR PRIOR TO FIELD SURVEY MAY DISCLOSE.
CONSTRUCTION. 2 4/7/04 PER TOWN COMMENTS MHA
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 2/17/04 FLIP LOT 2 HOUSE RAM 12882
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
GRAPHIC SCALE
too 0 50 100 200
( IN FEET )
1 inch = 100 ft.
z
Tel. 860.291 • 8755
Fax ,860,291.8757
1flesign
rofessionals, inc.
0 civil engineers • planners • surveyors
■
landscape architects • gis• gps
165 South Satellite Road, South Windsor, Connecticut 06074
N/F ABUTTER
LIST i
MAP LOT
27 15
231 CENTRAL AVENUE
EVERGREEN WALK, LLC
WHITE PLAINS, NY 10608
38 1
395 BUCKLANO ROAD
WOODCOCK, JOHN J. III
2
400 BUCKLAND ROAD
CALVARY CHURCH OF THE ASSEMBLIES
3
247 DEMING STREET
GAGLMRDO, ANNA M.
4
301 DEMING STREET
DZ£N, NOLA C.
5
1744 ELLINGTON ROAD
ASUCOU INVESTMENT LIMITED
15
PO BOX 708, S. WINDSOR, CT 06074 ✓ORGENSEN, CHESTER & HAZEL
16
33 SELF DRIVE
ALRANES£, VINCENT & ANTONINA C.
17
45 SELF DRIVE
BUR,"1S, ROBERT A. & ✓OANN
21
32 SELF DRIVE
MARGIOTT, PAUL R. & VICTORIA A. M.
22
20 SELF DRIVE
LARSON, K£NNETH A. & BARBARA
39 1
312 DEMING STREET
CARON, KIMBERLY HOLLAND
2
324 DEMING STREET
DAVIN, ROBERT L. & LUCILLE M,
39
37 RIDGE ROAD
EVERETT, DAWN A.
44
333 DEMING STREET
✓OHNSON, BARBARA A.
45
315 DEMING STREET
GREANEY, EDMOND M.
46
312 DEMING STREET
CARON, DAVID A.
53
25 GRANDVIEW TERRACE
BASSOS, GREGORY & MICHELLE
54
35 GRANDVIEW TERRACE
0 CONNOR, KAREN A. & EDWARD J.
55
39 GRANDVIEW TERRACE
TORRANI, ROBERT & PENELOPE P. (SUR)
56
40 GRANDVIEW TERRACE
DU, HONG & FOWLER, STEVEN
57
36 GRANDVIEW TERRACE
FOGEL, ROBERT & CATHERINE
58
28 GRANDVIEW TERRACE
PLEIN, WILLIAM J. & COSME, CLARA
51 32
115 BEV£RLY ROAD
KATTEN, FRED S.
WEST HARTFDRO, CT 06119
33
432 SUCKLAND ROAD
VILLAGE AT BUCKLAND COURT
34
419 BUCKLAND ROAD
CARRON & COMPANY
35
CIO RICHARD MAHONEY
SAMSEL PROPERTIES PARTNERSHIP
WEST HARTFORD, CT 06107
36
C/O RICHARD MAHONEY
SAMSEL PROPERTIES PARTNERSHIP
WEST HARTFORD, CT 06107
37
80 BERLE ROAD
GRILLI, GARY L. & JEAN M.
52 92
6 EXECUTIVE DRIVE
THE METRO REALTY GROUP, LTD.
FARMINGTON, CT 06032
KEY MAP / S o DOMO8OOO H
DESIGN. KMI DRAWN.- RAM I CHECKED: GBS
✓oB No.: 1892 1DA TE.- 01109104
DRAWING NO.: serverliobs/1892/1892—CV. dwc
39-44
OWNER:
CALVARY CHURCH OF THE
ASSEMBLIES OF GOD
400 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 644-1 102
APPLICANT:
THE METRO REALTY GROUP, LTD.
6 EXECUTIVE DRIVE
FARMINGTON, CT 06032
(860) 674-5640 OFFICE
(860) 677-6919 FAX
COMPILATION PLAN PREPARED FOR:
TERRACE HEIGHTS SUBDIVISION
DEMING STREET & GRANDVIEW TERRACE
CONNECTICUT
SHEET
J
`pWX Eta
Zwn ems, ?&
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
AREA CODE 860 / 644.2511
CERTIFIED MAIL
March 29, 2004
Mr. Geoffrey Sager
The Metro Realty Group, LTD
6 Executive Drive
Farmington, CT 06032
Re: App1 04-04P, Metro Realty Group — 3-Lot Subdivision
Dear Mr. Sager:
We are pleased to advise you that the Planning & Zoning Commission voted on March 23, 2004,
to approve with modifications application #04-04P, to create 3 lots to be known as Terrace
Heights on property located northerly side of Deming Street, easterly of Buckland Road and
westerly. side of Grandview Terrace, AA-30 zone, as shown on plans prepared by Design
Professionals, Inc., project # 1892 and dated February 17, 2004, as revised. This approval is
subject to the following modifications:
1. This approval is for 3 lots, numbered 1-3.
2. Concrete sidewalks, built to Town specifications, shall be installed on Deming Street along
the property frontage.
3. Drainage and construction for this subdivision is subject to the approval of the Town
Engineer.
4. 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.
S. Water shall be supplied to this subdivision by public water.
6. Prior to commencement of any site work, a meeting must be held with Town Staff.
7: All plans used in the field by the developer must bear the stamp and authorized signature of
the Town of South Windsor.
S. All easements for conservation purposes, drainage or utilities, that may be required in
connection with the approval of this subdivision, must be submitted on standard Town
easement form where appropriate, to this Commission prior to filing the mylars and issuance
of building permits. All deeds for open space, public improvements and roadways must be
submitted prior to request for Town acceptance; all deeds must be in accordance with the
policy for accepting deeds and must be approved by the Engineering Department and Town
Attorney.
9. Footing drains are required for each house. Prior to the building of any structure on a lot, a
topographic map, drawn to a scale of 1 " = 40', shall be submitted for each lot in the
subdivision, showing proposed contours, elevations and the location of the footing drains. No
building permits will be issued until the proposed contours, floor elevations and location of
footing drains have been approved by the Town Engineer.
10. If, for any reason, finished grading and other individual lot site work is not completed, the
Town Engineer shall determine the amount of a cash bond to ensure final grading and site
work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy.
11. Quantity estimates must be submitted to the Town Engineer (on the enclosed form) for the
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 $150 ($50 per lot) shall be submitted to this
Commission.
13. The Town Engineer's review comments dated March 21, 2004, must be addressed to the
Town Engineer's satisfaction. The property line between N/F Bassos and the Town of South
Windsor must be shown on the plan.
14. 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.
Ii .. The applicant will jointly share with the Town of South Windsor the cost of wid , ng
Deming Street and will contribute $3,500.00 per lot to the widening projects.
16. In the event a driveway is proposed for lot I off of Deming Street that applicant must return
to the Planning & Zoning Commission for location approval.
11.,..1..,...i ,,,1,:tC a-.,..e.,.,---4 »...1..-,..,B Q1,....... 411 ...:A. ai... ..L...... ......,l: Q....a:,..... a..._,.,.L ._.:.L
uiacn aiiu wuuc uauaya,cuL iuyiaia 01 oi1ccw rri wuii uic aw vc muuulcauun�, wgcuwa whit
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 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 July 10, 2004. After filing these plans, a copy of the receipt must
be submitted to the Planning Department.
Li C;
I �w
l CO
91,48'
40
I �
N /F
\ CALVARY CHURCH OF THE-
\\ ASSEMBLIES OF GOD c°� '8p2s
\ \ PROPOSED AREA OF O O /
ZONE CHANGE = N PERMANENT EASEMENT /
14,718 SF / NON —BUILDABLE/
IJy3�NON—ACCESS AREA
77ftW 30,650 S.F.) N/F
•�� ` \ so, o / 150.03, 49036, METRO REALTY
<r°rk) BERRY PATCH II
LOT 01 �
Siinncerrely,
o" 1.
Timothy H. Wentzell, Chairman
Planning and Zoning Commission
THW/kak
Enclosures
cc: Town Engineer
Chief Building Official
Assessor
Superintendent of Pollution Control
Fire Marshal
Board of Education
Design Professionals, Inc.
Attachments:
Deed/easement policy
Bonding policy
Quantity Estimate
Lighting policy
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL DATUM — NAD'83.
3. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE.
4. RELOCATION OF DRIVEWAY ONTO DEMING STREET WILL REQUIRE PLANNING AND ZONING COMMISSION APPROVAL.
MAP REFERENCES:
1. RECONSTRUCTION OF BUCKLAND ROAD AS —BUILT — STATE OF CONNECTICUT,
DEPARTMENT OF TRANSPORTATION — PROJ. NO. 132-100 SHEET 55A & 58 OF 140 —
SCALE 1"=40', 1991, REV. 10-30-95 BY SANDS E. AESCHLIMAN.
2. RESURVEY PROPERTY SURVEY — RESUBDIVISION MAP PREPARED FOR VILLAGE AT
SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT — SCALE 1"=100'
DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC.
3. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT
rNATC. IAAI nC AlOC\/ Tn In SIC n� QP AI C 1"_An' tU=T n nr - nl ^T M AAI 0V
UMIL. WA1V. LV, I RCV. IV IV—IJ—�1, JV/1LE I =`tV Jr_1LGI L Vr / PLVI rLY.IV DI
TORRES ENGINEERING, INC.
4. PLOT PLAN — THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT
CALVARY CHURCH 647 MIDDLE TURNPIKE EAST — MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82
1"=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL.
5. SITE DEVELOPMENT PLAN/SPECIAL EXCEPTION — BERRY PATCH II BUCKLAND ROAD & DEMING
STREET SOUTH WINDSOR, CONNECTICUT DATE: NOVEMBER 4, 2003 REVISED TO 12-12-03 BY
DESIGN PROFESSIONALS, INC.
EXIST. SANITAR
SEWER EASEMENT
IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
7•._U� 01919W6
1.540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
TELEPHONE (860) 644-2511
Design Professionals, Inc.
165 South Satellite Road
South Win&sor, CT 06074
Arm: Karen Isherwood
RE: MettoRealtyGroup
Deming Strut
South Windsor, CT
Dear Ms. Isherwood:
The South Windsor Water Pollution Control Authority, at its regular meeting of May 4, 2004, gave
approval for the connection to the Town's sewerage system of a 3-lot residential subdivision at Deming
Street, as more specifically shown on plans entitled "Metro Realty — Topographic Plan" prepared by -
Design Profcssiona% Inc., Project No. 1892, Drawing No(s) 4 dated 1.09-04, revised 2-17-04, and subject
to the following conditions:
1. Technical approval of the Town Engineering Department.
2. Final Authority approval and acceptance of the sanitary sewerage connection will be given once
the sewer line has been installed and inspected by the Town stag and based upon the written
verification of tho Town staffthat said sanitary sewer line was installed in substantial conformance
with the design plans previously approved by the Authority, and meeting all Town regulations and
appropriate tedmical specifications relating to sanitary sewer construction.
This approval fetter must be superimposed on the final approval plans.
very truly yows,
Water Pollution Control Authority
JC:dd
Cc: Matthew Galligan, Town Manager
Michael J. Gantick, Director of Public Works
Jeff Doolittle, Town Engineer
Marcia Banach, Director of Plaming
Chris Dougan, Chief Building Inspector
Metro Realty Group
o n n
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
7-6-04
APPROVALS
KMI
BY A LICENSED LAND SURVEYOR PRIOR TO
2
4/7/04
PER TOWN COMMENTS
MHA
CONSTRUCTION.
1
2/17/04
FLIP LOT 2 HOUSE
RAM
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
EXIST. SANITAXY
SEWER EASEMEN
IN FAVOR OF THE
TOWN OF SOUTH WIND
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON
RICHARD P. MARTEL
12882
LIC. No.
EXIST. SANITARY
SEWER EASEMENT
IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
GPAPHIC SCALE
40 0 20 40 80
1 1 1 1
1 a:
( IN FEET )
1 inch = 40 ft.
Tel. 860.291 • 8755
® Fax 860.291 • 8757
esign rof essionals, inc.
civil engineers • planners surveyors
landscape architects - gis gps
165 South Satellite Road, South Windsor, Connecticut 06074
N /F
GREGORY & MICHELLE
BASSOS
EXIST. 20' SANITARY
SEWER EASEMENT
IN FAVOR OF THE
TOWN OF SOUTH WINDSOR
PLOT PLAN
LEGEND
OO
IRON PIN TO BE SET
®
EXISTING IRON PIN
■
MONUMENT TO BE SET
o
EXISTING MONUMENT
EXISTING PROPERTY .LINE
PROPOSED PROPERTY LINE
OWNER:
APPLICANT:
CALVARY CHURCH O HE
THE METRV REALT I� VRNVVF 111%1.
ASSEMBLIES OF GOD
6 EXECUTIVE DRIVE
400 BUCKLAND ROAD
FARMINGTON, C-i 06032
SOUTH WINDSOR, CT 06074
(860) 674-5640 OFFICE
(860) 644-1102
(860) 677-6919 FAX
DESIGN: KMI DRA wN RAM I CHECKED: GBS
JOB NO.: 1892 1 DA TE: 01109104
DRAWING NO.: server/iobs/1892/1892_,o%t.dh
RESURVEY PREPARED FOR:
TERRA CE HEIGHTS SUBDI V1 ION
DEMIN" STREET & GRANDVIE W TERRACE
001t1 1 I \ N 111, 111>
CON1V EC ll RIC 11J T
SHEET
II
�1
1
CONSTRUCTION SEQUENCE
SOUTH WINDSOR
1. COORDINATE ALL WORK WITH TOWN OF SOUTH WINDSOR STAFF.
2. INSTALL TREE PROTECTION FOR TREES TO BE SAVED.
3. INSTALL EROSION CONTROL MEASURES. CONTACT TOWN FOR INSPECTION.
4. REMOVE AND STORE EXISTING TREES TO BE SAVED FROM AREAS TO BE DISTURBED.
5. LOCATE ALL EXISTING UTILITIES AND TAKE NECESSARY MEASURES TO INSURE ADEQUATE
PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
6. LOAM AND SEED DISTURBED AREAS AS SOON AS PRACTICAL DURING THE
CONSTRUCTION PROCESS.
7. BEGIN CONSTRUCTION OF INDIVIDUAL HOUSES. WORK TO PROCEED AS FOLLOWS:
A. STRIP TOPSOIL 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. kc
F. INSTALL PAVEMENT FOR DRIVEWAYS.8. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND4 INCHES OF TOPSOIL APPLIED. THE AREAS SHALL THEN BE SEEDED OR SODDEN,FERTILIZED, MULCHED, WATERED, AND MAINTAINED UNTIL HARDY GRASS GROWTH ISESTABLISHED IN ALL AREAS. ALL EARTHEN AREAS WILL BE GRASSED.9. REESTABLISH ALL NON -VEGETATED AREAS IN ACCORDANCE WITH PERMANENT EROSION X14r/,89CONTROL REQUIREMENTS.'�'10. MAINTAIN ALL EXISTING EROSION CONTROLS THROUGHOUT THE CONSTRUCTION PROCESS, / / /AND ADD ADDITIONAL MEASURES AS CONDITIONS WARRANT. 40 97 CALVAF,Z'Y CHURCH OF, THE
11. FINAL CLEARING OF EROSION AND SEDIMENTATION CONTROLS. , Xi4c,8//�.d.JL_rv1uL_IIr.J vl vvv /O � ,//-
12. REMOVE TREE PROTECTION AND TEMPORARY EROSION CONTROL MEASURES. X141,14 - ' / '_ �'8�z9/ ,'' / , - "
\ 40,43 PROP' SED AIREA OF I O
'ZONE CHANGE PEWANENT EASEMENT -la- /
14;-f18 SF ,' / / ' �� ,' / ,' - ' , ' -(NON-BUILDABLE/
SEEDING SCHEDULE _ _ _ _ -N�34 � , NON -ACCESS AREA j
i , - 07'• - / 30,650 S.F.) - N F ,
p� \ \ 141, �� / / / �� �10 p�, 0, /
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF I' ®s \ \ ' �y�% / So. Ay£ / '' /° ,'' ,' 1S0 3 4g ,�s• iT0 - Iv1R0 REALTY
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE /-BERRY PATH II
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 \ ' ,' ����,I\\� �/ �' ,' ' R'Y ,' /
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW , \ ' , _T
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TF:141.93
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135 INV.134.63 \ \ 1
POUNDS PER 1000 SQ. FT.� , \ / " a^, , ' / �' 0T dui 7Aq4/t' C ' _ i ' / AZ '
PERMANANT VEGETATION COVER '� \ ��oOo / �^ 1.14 AC,' ' / 0•
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO SEPTEMBER 1
USE THE FOLLOWING MIXTURE: ,' 29s \ oc��'/� ' / ' ' ' L' ' // 20 S• '
KENTUCKY BLUEGRASS 45% \ ti\ '� ��r ' ,� cn' X6 ' ' ,' LOT #2 S\
CREEPING RED FESCUE 45% SNET o \ w , 16
a `c ' �1 ,152,232R Y /
# Ate`-\ / S F.
PERENNIAL RYEGRASS 10% \157.
yAPPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED ® �C / �� P P. C.o. ' V�1.1g, A(;AT A RATE OF 500-900 POUNDS PER 1,000 SO. FT. OR 10-20 TONS PER ACRE. \ ' \:y .0 I ' , INV:
TEMPORARY VEGETATIVE COVER LOT #3
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1 , , \ ,r D 61s6g�iF•
ANNUAL RYEGRASS 100% i
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH ' i `9b\ ' ' ,, to ��° - / �1A AC
AT 2 TONS PER ACRE. \ '�°°S+ / ' O1 /� %
I INV:j56.50 T,CbW= 166,50 / /is, r��¢' , , / / J-
CB ` I ' ' / F/F.- 16750 n b C9 , . 1
�\ �i BSMT= 151383 -
150.44 I , ' 6 ' / GAR-1615.50 2 (PROVIDE RODENT SCREEN) - /
147.64 ' / -
INV 0 :147.44
V / \
SNET#199'7 3.3
LAWN / STREETS /
CROSS-COUNTRY PAVED AREAS
TOPSOIL & SOD OR SEED
4T
MIN.
O f
V
a..
=MIN
12"6'
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)
r DUCTILE IRON PIPE
3'
SECTION
WATER MAIN TRENCH SECTION
NOT TO SCAL
N.T.S.
TRENCH WIDTH 1
r-T
1/6 OR 1/8 BEND - -
(22.5. OR 45') II
III 6' MIN. TRENCH SHALL BE
EXCAVATED TO FIRM
,' I III MATERIAL IMMEDIATELY
PRIOR TO
D III CONCRETE PLACING
r• _, �Ilill .� 2D
IIII
ll''I ' • jj
3� lll III -I 11 1 D
N /F PLAN VIEW
GREGORY & MICHELLE SECTION
BASSOS
1 /4 BEND (90')
DZ 3 WAY TEE . ;. .
4D
PLAN VIEW
CONCRETE ANCHORS FOR USE WITH 16" AND SMALLER WATER MAINS & SANITARY FORCE MAINS
THRUST RESTRAINT - THRUST BLOCK METHOD (not to scale)
NOTES:
1. ANCHORS BASED ON MAXIMUM ALLOWABLE WATER PRESSURE OF 125 PSI.
2. SHOULD ONLY BE USED WHEN SOIL CONDITIONS ARE STABLE. IF IN QUESTION,
1 THE WATER COMPANYS INSPECTOR WILL MAKE THE DETERMINATION.
/ !i 2 - / II I�✓ 3
'- Opp\\� \ / 1 .5 / /�i i'- Q� $' ,' ��\�\ r/�� EX. SMH
GENERAL NOTES: o - - I INV:183.261) PLAN VIEW
/
I IP1:153, i - � Q• �//I�11 \\�\ fib EX. CB
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S) INV T:151141 - O• , , / + Q TF:1^o.92 �,� ,
STANDARDS AND SPECIFICATIONS. s" IN . 3.9 ' \ To / ' n . - - Nv:las.s2® ,
5 q\ E ' i ' rINV.176.75 PRO DE RODENT SCREEN) 11,1 y� F
EASEMEN
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION. EXIST. sANITAR w:1ss. / ' / n y o �.,Q1
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE IN FAVOR EX. DOUBLE CB
voR of THE - \ , / , �� 177,50 / , 2 / , / _
DESIGN ENGINEER.
`b \
TOWN OF SOUTH WINDSOR TF:190.93
�' �.'��\
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND. , D,w= 185.75 INV:186.53
_ /
o // / INV:175.7 �F,F. 186,75 ' eU/LOq� X S : •.. v�j . ' / \ TF:192.Yf�
/ BSMT= 178,00 2.60
5. MAXIMUM SLOPE OF FILL TO BE 3: 1 EXCEPT WHERE NOTED ON THE PLANS. ALL FILL MATERIAL SNET#3306 / / GAR-184.75 OAR£
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 x 5 - o I'
CLEAN FILL TYPICALLY EXCLUDES BUT IS NOT LIMITED TO THE EXCLUSION
OR GROUNDWATERS. MOREOVER�� >
ao�
OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE, �3y� o NV:183.0 \
INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES, , O2j��\F / , , \� IU) �� Ex. CB
LIMBS, BRUSH SHRUBS TREES PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR \ T,D.w= 193,00 II oo INV:18 .7
EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY - ' \ FT 1 .s F,F.= 185.00 - 3 L / //o INv:187.17
- 4,25 BGAR-119 00
RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS. °' So �/ - �INv
6. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED. ^� \\ / \\�1 v
7. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE _\ / 192,0 x
CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE
EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455. SNET#3 - \ \ 1�, ,191, xUj-
��i
\'`cam VV
8. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP AS REQUIRED. FOUNDATION DRAIN TO BE EQUIPPED WITH A
CHECK VALVE. FOUNDATION DRAIN SHALL BE INSTALLED TO PROVIDE POSITIVE FLOW TO CATCH BASIN WHEREICY
S EX. SMH
FEASIBLE. EXIST. SANIT SEWER EASE - ' ®� TF:194.00 INV: MEN - - S ' SO' 2
IN FAVOR OF THE b `O F Y '
TOWN OF SOUTH WINDSO EX. SIMH
TF:18'7.76 , 9 �F
- INV:178.87_
RESPONSIBLE PERSON(S) FOR /MPLEMENTA TION , �' %' �2 •\4 '� \
OF- SEDIMENTAT/ON AND EROSION CONTROL IS LEGEND na %_n O�' - s7s��$ `°�, 9
OWNER/APPL/CANT. 2NRISMS` & �� ' ,/ , / 4,
OO IRON PIN TO BE SET s.S-�\ \ �, EXIST. 20' SANITARY
\ \\ / I / o SEWER EASEMENT
® EXISTING IRON PIN ' ' \ \ i 1 �,; IT IN FAVOR OF THE
S6S�" TOWN OF SOUTH WINDSOR
■ MONUMENT TO BE SET / ' \ 1.2ma's+F / I
NOTES: ❑ EXISTING MONUMENT � EX. CB W
TF:188.83 9, \ Xr191,8
° \
EXISTING UTILITY POLE INV IN:185.83
°INV OUT:18e>.73
NV OUT (15" - 83.48 \ \
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. ED- EXISTING CATCH BASIN AND PIPE
2. HORIZONTAL DATUM - NAD'83. STRET 24 90
-W- PROPOSED WATER LATERAL SIGN'
3. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE. - F - PROPOSED FOUNDATION DRAIN Si
4. RELOCATION OF DRIVEWAY ONTO DEMING STREET WILL REQUIRE PLANNING AND ZONING COMMISSION APPROVAL. -s- PROPOSED SANITARY LATERAL \ l G
EXIST. SANITARY STREET
-ETC- PROPOSED CABLE, ELECTRIC SEWER EASEMENT SNET#330P \ SIGN
TOW
MAP REFERENCES: & TELEPHONE SERVICE IN FAVOR OF THE T
N OF SOUTH WINDSOR
1. RECONSTRUCTION OF BUCKLAND ROAD AS -BUILT - STATE OF CONNECTICUT, - -300-- EXISTING CONTOUR EX. CB
.22
DEPARTMENT OF TRANSPORTATION - PROJ. NO. 132-100 SHEET 55A & 58 OF 140 - --�- PROPOSED CONTOUR EX.CB-,CL _ _ _ _12" RCP �NV.195.02
SCALE 1"=40', 1991, REV. 10-30-95 BY SANDS E. AESCHLIMAN. x312.25 PROPOSED SPOT GRADE ELEVATION W/2 _
3 �- - \
2. RESURVEY PROPERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT x312.25 EXISTING SPOT GRADE ELEVATION \
SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - SCALE 1"=100' SURFACE DRAINAGE DIRECTION
DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC.
3. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT� EXISTING TREE LINE
DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1"=40' SHEET 2 OF 7 PLOT PLAN BY,PROPOSED TREE LINE
TORRES ENGINEERING, INC.
IN LINE CLEANOUT
TYPE I
NOT TO SCALE
PIPE SIZE PER PLAN
4. PLOT PLAN - THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT EXISTING PROPERTY LINE OWNER: APPLICANT_
PROPOSED PROPERTY LINE \ \ �0
CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82
1"=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL. EX.CB-CL CALVARY CHURCH OF THE THE METRO REALTY GROUP, INC.
DOUBLE
5. SITE DEVELOPMENT PLAN/SPECIAL EXCEPTION - BERRY PATCH II BUCKLAND ROAD & DEMING
STREET SOUTH WINDSOR, CONNECTICUT DATE: NOVEMBER
4, 2003 REVISED TO 12-12-03 BY
DESIGN PROFESSIONALS, INC.
Oil 11
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
D
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
7-6-04
ADD RAMP/ADJ. GRADING
BY A LICENSED LAND SURVEYOR PRIOR TO
2
4/7/04
PER TOWN COMMENTS
CONSTRUCTION.
1
2/17/04
FLIP LOT 2 HOUSE
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL. AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20
OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN
THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.
IT IS AN INDEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2.
KMI TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
MHA
RAM 12882
BY RICHARD P. MARTEL LIC. No.
ASSEMBLIES OF GOD 6 EXECUTIVE DRIVE
400 BUCKLAND ROAD FARMINGTON, CT 06032
SOUTH WINDSOR, CT 06074 (860) 674-5640 OFFICE
(860) 644-1102 (860) 677-6919 FAX
Tel. 860.291 • 8755 RESURVEY PREPARED FOR: SHEET
GRAPHIC SCALE Fax 860.291.8757 TOnOa� n nM0� PLAN
M
40 0 20 40 60 sign ■ 11� !i-�111="w 11� !i-�1uv TERRA CE HEIGHTS' SUBDIVISION
( 4
W FEET) ocpr f e s s i o n a I s, ' n C■ DESIGN. K.'dl ORA WN. RAM I CHECKED. GBS
DEMING STREET & GRANDVIEW TERRACE
1 inch = 40 ft. I civil engineers • planners surveyors
landscape architects • gis • gps ✓OB NO.: 1892 DATE: 01109104
165 South Satellite Road, South Windsor, Connecticut 06074 DRAWNG NO.: server/jobs/1892/1892_t000.dWq SOUTH `�°�®�fl CONNECTICUT
JLLUIINU Jl,NLUULt
ALL DISTURBED AREA NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH A 4" MINIMUM OF
TOPSOIL, SEED AS INDICATED BELOW. CONDITION SOIL WITH FERTILIZER APPLIED AT THE
RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10
OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW
RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT
TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AT THE RATE OF 3 TONS PER ACRE OR 135
POUNDS PER 1000 SQ. FT.
PERMANANT VEGETATION COVER
SEEDING DATES: APRIL 1 TO JUNE 1 AND AUGUST 15 TO S_ E_PTE_MB_ E_R 1
USE THE FOLLOWING MIXTURE:
KENTUCKY BLUEGRASS 45%
CREEPING RED FESCUE 45%
PERENNIAL RYEGRASS 10%
APPLY 1 POUND PER 1,000 SQ. FT. OR 45 POUNDS PER ACRE. WOOD CHIPS SHOULD BE APPLIED
AT A RATE OF 500-900 POUNDS PER 1,000 SQ. FT. OR 10-20 TONS PER ACRE.
TEMPORARY VEGETATIVE COVER
SEEDING DATES: MARCH 1 TO JUNE 15 AND AUGUST 1 TO OCTOBER 1
ANNUAL RYEGRASS 100%
APPLY ONE POUND PER 1,000 SQ. FT. OR 40 POUNDS PER ACRE WITH ANCHORED HAY MULCH
AT 2 TONS PER ACRE.
CONSTRUCTION SEQUENCE
SOUTH WINDSOR
1. COORDINATE ALL WORK WITH TOWN OF SOUTH WINDSOR STAFF.
2. INSTALL TREE PROTECTION FOR TREES TO BE SAVED.
3. INSTALL EROSION CONTROL MEASURES. CONTACT TOWN FOR INSPECTION.
4. REMOVE AND STORE EXISTING TREES TO BE SAVED FROM AREAS TO BE DISTURBED.
5. LOCATE ALL EXISTING UTILITIES AND TAKE NECESSARY MEASURES TO INSURE ADEQUATE
PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
6. LOAM AND SEED DISTURBED AREAS AS SOON AS PRACTICAL DURING THE
CONSTRUCTION PROCESS.
7. BEGIN CONSTRUCTION OF INDIVIDUAL HOUSES. WORK TO PROCEED AS FOLLOWS:
A. STRIP TOPSOIL IN BERM(S) DOWNSLOPE OF DISTURBED AREA; USE
TOPSOIL BERM(S) TO CONTROL RUNOFF FROM HOUSES.
B. GRADE AREAS, INSTALL FILL AS REQUIRED, INSTALL FOUNDATION, AND GRADE TO
DRIVEWAY SUB -GRADE.
C. INSTALL UTILITIES.
D. LOAM AND SEED SIDESLOPES AND DISTURBED AREAS AS SOON AS PRACTICAL
DURING THE CONSTRUCTION PROCESS.
E. CONSTRUCT HOUSE.
F. INSTALL PAVEMENT FOR DRIVEWAYS.
8. ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED SMOOTH AND
4 INCHES OF TOPSOIL APPLIED. THE AREAS SHALL THEN BE SEEDED OR SODDEN,
FERTILIZED, MULCHED, WATERED, AND MAINTAINED UNTIL HARDY GRASS GROWTH IS
F�TARI Il\i Al I APFAC Al I EARTI-IENI APPAL MAI I RP_ CRACCP-fI
9. REESTABLISH ALL NON -VEGETATED AREAS IN ACCORDANCE WITH PERMANENT EROSION
CONTROL REQUIREMENTS.
10. MAINTAIN ALL EXISTING EROSION CONTROLS THROUGHOUT THE CONSTRUCTION PROCESS,
AND ADD ADDITIONAL MEASURES AS CONDITIONS WARRANT.
11. FINAL CLEARING OF EROSION AND SEDIMENTATION CONTROLS.
12. REMOVE TREE PROTECTION AND TEMPORARY EROSION CONTROL MEASURES.
GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO TOWN OF SOUTH WINDSOR AND/OR UTILITY COMPANY(S)
STANDARDS AND SPECIFICATIONS,
2. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO CONSTRUCTION.
3. FIELD CHANGES SHALL HAVE PRIOR APPROVAL OF THE TOWN OF SOUTH WINDSOR AND/OR AGENT AND THE
DESIGN ENGINEER.
4. ALL PROPOSED UTILITIES ARE TO BE UNDERGROUND.
5. MAXIMUM SLOPE OF FILL TO BE 3:1 EXCEPT WHERE NOTED ON THE PLANS. ALL FILL MATERIAL
TO BE CLEAN MATERIAL, "CLEAN FILL" MEANS UNCONTAMINATED NATURAL SOIL OR ROCK WHICH IS INERT
IN TERMS OF LEACHING AND POSES NO THREAT, PRESENT OR FUTURE, OF POLLUTION TO SURFACE WATERS
OR GROUNDWATERS. MOREOVER, CLEAN FILL TYPICALLY EXCLUDES, BUT IS NOT LIMITED TO THE EXCLUSION
OF: DEMOLITION OR CONSTRUCTION WASTE MATERIALS OR DEBRIS, COMBUSTIBLE OR NOT COMBUSTIBLE,
INCLUDING CONCRETE, ASPHALT, PAVING MATERIALS, OR BY-PRODUCTS; YARD WASTES, INCLUDING BRANCHES,
LIMBS, BRUSH, SHRUBS, TREES, PARTS OF TREES, TREE STUMPS AND SIMILAR MATERIALS GROWN ON OR
EMINATING FROM LAND; NONPUTRESIBLE SOLID WASTES, COMBUSTIBLE OR NON-COMBUSTIBLE; AND BULKY
RUBBISH OR REFUSE, INCLUDING PUTRESIBLE SOLIDS, SEMI -SOLIDS OR LIQUIDS.
6. ALL STUMPS TO BE CHIPPED ON SITE. STUMPS NOT CHIPPED SHALL BE REMOVED FROM SITE, NOT BURIED.
7. EXISTING UTILITIES AS DEPICTED ON THIS PLAN ARE TAKEN FROM AVAILABLE INFORMATION. THE
CONTRACTOR IS TO HAVE EXISTING UTILITIES FIELD VERIFIED PRIOR TO CONSTRUCTION. BEFORE
EXCAVATING, CONTACT "CALL BEFORE YOU DIG" AT 1-800-922-4455.
8. FOUNDATION TO BE EQUIPPED WITH SUMP PUMP AS REQUIRED. FOUNDATION DRAIN TO BE EQUIPPED WITH A
CHECK VALVE. FOUNDATION DRAIN SHALL BE INSTALLED TO PROVIDE POSITIVE FLOW TO CATCH BASIN WHERE
FEASIBLE.
RESPONSIBLE PERSON(S) FOR IMPLEMENTA RON
OF SEDIMENTA TION AND EROSION CONTROL /S
OWNER/APPLICANT.
MAP REFERENCES:
1. RECONSTRUCTION OF BUCKLAND ROAD AS -BUILT - STATE OF CONNECTICUT,
DEPARTMENT OF TRANSPORTATION - PROJ. NO. 132-100 SHEET 55A & 58 OF 140 -
SCALE 1"=40', 1991, REV. 10-30-95 BY SANDS E. AESCHLIMAN.
2. RESURVEY PROPERTY SURVEY - RESUBDIVISION MAP PREPARED FOR VILLAGE AT
SOUTH WINDSOR BUCKLAND ROAD SOUTH WINDSOR, CONNECTICUT - SCALE 1"=100'
DATE 9-2-98 REV TO 10-20-98 SHEET 4 OF 9 BY DESIGN PROFESSIONALS, INC.
3. GRANDVIEW TERRACE RESUBDIVISION DEMING STREET & FELT ROAD SOUTH WINDSOR, CT
DATE: JAN. 26, 91 REV. TO 10-15-91, SCALE 1"=40' SHEET 2 OF 7 PLOT PLAN BY
TORRES ENGINEERING, INC.
4. PLOT PLAN - THE NEW CALVARY CHURCH DEMING STREET SOUTH WINDSOR, CONN. APPLICANT
CALVARY CHURCH 647 MIDDLE TURNPIKE EAST - MANCHESTER, CONN. 8-21-81 REV. TO 9-14-82
1 "=40' SHEETS 2, 3, & 4 OF 8 BY FUSS & O'NIELL.
5. SITE DEVELOPMENT PLAN/SPECIAL EXCEPTION - BERRY PATCH II BUCKLAND ROAD & DEMING
STREET SOUTH WINDSOR, CONNECTICUT DATE: NOVEMBER 4, 2003 REVISED TO 12-12-03 BY
DESIGN PROFESSIONALS, INC.
CONSTRUCTION NOTES
1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL
EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION.
2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY.
3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES
SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY
PROFUSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN
A, -EN r' I .
4. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER
POSSIBLE.
5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH
OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE.
6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY
OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT.
7. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN
GROUND.
I
ECB �\\I
150.44
:147.64
[NV 0 :147.44
i
EX. CB AlF:155.41
I IN:153.11
INV T.151.41 -
6" IN 63.99
NOTES:
1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON.
2. HORIZONTAL DATUM - NAD'83.
3. LOCATION OF DEPICTED ZONE LINE IS APPROXIMATE.
4. RELOCATION OF DRIVEWAY ONTO DEMING STREET WILL REQUIRE PLANNING AND ZONING COMMISSION APPROVAL.
o it a
1. UNLESS OTHERWISE NOTED, EXISTING UTILITY
REVISIONS
z
LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE
m
INFORMATION. ALL EXISTING UTILITIES SHOULD
BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD
3
7-6-04
ADJ. GRADING
KMI
BY A LICENSED LAND SURVEYOR PRIOR TO
2
4/7/04
PER TOWN COMMENTS
MHA
CONSTRUCTION.
1
2/17/04
FLIP LOT 2 HOUSE
RAM
3. THIS PLAN IS INVALID UNLESS IT BEARS THE
IMPRESSION SEAL AND ORIGINAL SIGNATURE
OF THE PROFESSIONAL ENGINEER/SURVEYOR.
NO.
DATE
DESCRIPTION
BY
ANTI -TRACKING PAD
6"-2" STONE ON
FILTER FABRIC (TYP.)
THIS PLAN IS FOR SEDIMENTATION AND GRAPHIC SCALE
40 0 20 40 80
EROSION CONTROL ONLY, AND IS NOT TO
( IN FEET )
BE USED FOR UTILITIES CONSTRUCTION. I 1 inch = 40 ft.
\\ EX. CB W �
� INV IN:185,83
%INV OUT:185.73
f;::�N V OUT (15"):183.48
,
PEWANENT EASEMENT
-(-NON-BUILDABLE/ /
NON -ACCESS AREA
30,650 S.F.)
METRO REALTX'
,BERRY PAT-�DH II
> LOT #
' 61,660/S:F.
T.41 AC
ST ,�
EX. CB
TF:199.22
EX.CB-CL 12" RCP \NV-.195.02
Tel. 360. 291 • 8755
Fax 860.291.8757
:)esign ,
�rofess!onals, inc.
civil engineers . planners surveyors
landscape architects • gis • gps
165 South Satellite Road, South Windsor, Connecticut 06074
N /F
GREGORY & MICHELLE
BASSOS
EX. CB �O�
TF:190.92 ��� ,
INV:186.62®
F
jG 4�1' EX. DOUBLE CB
/ ' INV:186.53
e
ANTI -TRACKING PAD
6"-2" STONE ON
FILTER FABRIC (TYP.)
THRU STREET
ANTI -TRACKING APRON
not to scale
ANGLE POSTS 1. SET POSTS AND
AN
5• GLE EXCAVATE A 6"x6" TRENCH
O
FOR STABILITY POST UPSLOPE FROM POSTS. SILT
AND SELF- FENCING
CLEANING.
D.O.T. 2" STONE TO BE PLACED
1LTER FABRIC MATERIAL
DIMEN T AND EROSION
FOR PAVEMENT WIDTHS
EDGE OF PAVEMENT
2. STAPLE THE SILT
FENCING TO THE
END OF THE POST
110 3. ATTACH FILTER FABRIC TO 11MN 4. BACKFILL THE
FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT
FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL.
COMPACTED
BACKFILL
-I I I� - I I I-III-11I-11 - .ITI I I I=1 I�;ITI-T�
11 I-
1I-1 I ITI Jill
CONSTRUCTION OF SYNTHETIC FILTER BARRIER
LEGEND
O
IRON PIN TO BE SET
®
EXISTING IRON PIN
■
MONUMENT TO BE SET
❑
EXISTING MONUMENT
ML)
EXISTING UTILITY POLE
EXISTING CATCH BASIN AND PIPE
-W-
PROPOSED WATER LATERAL
- F -
PROPOSED FOUNDATION DRAIN
s-
PROPOSED SANITARY LATERAL
---ETC-
PROPOSED CABLE, ELECTRIC
& TELEPHONE SERVICE
- -30o- -
EXISTING CONTOUR
-�-
PROPOSED CONTOUR
x312.25
PROPOSED SPOT GRADE ELEVATION
x312.25
EXISTING SPOT GRADE ELEVATION
<__
SURFACE DRAINAGE DIRECTION
- - - -
PROPOSED SILT FENCE
EXISTING TREE LINE
vvv��
PROPOSED TREE LINE
----
EXISTING PROPERTY LINE
PROPOSED PROPERTY LINE
OWNER:
CALVARY CHURCH OF THE
ASSEMBLIES OF GOD
400 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 644-1 102
APPLICANT:
THE METRO REALTY GROUP, INC.
6 EXECUTIVE DRIVE
FARMINGTON, CT 06032
(860) 674-5640 OFFICE
(860) 677-6919 FAX
SE91
9ME TATOGn n o RESURVEY PREPARED FOR:
ER.08N(DH C�OM l! 1n0L PLAN TERRACE HEIGHTS S'UEDI VISION
DESIGN: KMl ORAWN.• RAM CHECKED: GB511?,0A DEMING STREET & GRANDVIEW TERRACE
✓OB NO.: 1892 DATE.• 01/09/04
DRAWNG NO.: server/%obs/189211892-se. dwq SOUTH �����®�fl CONNECTICUT
SHEET
5,
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ZONE CHANG'E
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MAP LOT
N/F
ABUTTER LIST
ACREAGE
WITHIN 500
38
2
400 BUCKLAND ROAD
CALVARY CHURCH OF THE ASSEMBLIES
5.12
3
247 DEMING STREET
GAGLIARDO, ANNA M.
0.49
5
1744 ELLINGTON ROAD
ASTICOU INVESTMENT LIMITED
5.66
15
PO BOX 708, S. wlwsoR,
CT 06074 JORG£NS£N, CHESTER & HAZEL
0.33
16
33 SELE DRIVE
ALT/ANESE, VINCENT & ANTONINA C.
0.71
21
32 SELE DRIVE
MARGIOTT, PAUL R. & VICTORIA A. M.
0.04
22
20 SELE DRIVE
LARSON, KENNETH A. & BARBARA
1.55
39
46
312 DEMING STREET
CARON, DAVID A.
0.35
53
25 GRANDVIEW TERRACE
BASSOS, GREGORY & MICHELLE
a28
58
28 GRANDVIEW TERRACE
PLEIN, WILLIAM J. & COSME, CLARA
0.08
51
33
432 SUCKLAND ROAD
VILLAGE AT 8UCKLA1vD COURT
0.74
52
92
6 EXECUTIVE DRIVE
THE METRO REALTY GROUP, LTD.
0.31
FARMINGTON, CT 06032
OWNER:
CALVARY CHURCH OF THE
ASSEMBLIES OF GOD
400 BUCKLAND ROAD
SOUTH WINDSOR, CT 06074
(860) 644-1102
z � x
II a
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.
APPLICANT:
THE METRO REALTY GROUP, LTD.
6 EXECUTIVE DRIVE
FARMINGTON, CT 06032
(860) 674-5640 OFFICE
(860) 677-6919 FAX
REVISIONS 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 — "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.
TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
12882
NO. DATE DESCRIPTION BY RICHARD P. MARTEL LIC. No.
.JV— Z— I
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 fL
- 53
39-58
ED
o Tel. 860.291 • 8755
Fax 860.291.8757
to
esign . i rofess'CA
nals, nc.
® civil engineers • planners. surveyors
■
landscape architects• gis• gps
165 South Satellite Road, South Windsor, Connecticut 06074
Z(DNFE C� 1QaC�G Hh%Pro
Cho `To AA- 3o
DESIGN: KMl I DRAWN.• MHA 7 CHECKED: RPM,
JOB NO.: 1892 IDA TE 1112104
DRAWING NO.: JOBS1189211892-ZC.DWG
a
1540 SULl1vAN AVENUE - SOUTH WINDSOA, CONN. 06074
AREA CODE SW 1644-2511
~�SOR GOac
CERTIFIED MAIL.
March 2, 2004
Mr. Geoffrey Sager
The Metro Realty Group, LTD
6 Executive Drive
Farmington, CT 06032
Re: Appl 04-03P, Metro Zone Change
Dear Mr. Sager:
We are pleased to advise you that at its meeting of February 24, 2004, the Planning and
Zoning Commission voted to approve your request for zone change of 14,118 square feet
of land from Gateway Development zone to AA-30 Residence zone for property located
on the northerly side of Dming Street, easterly of Buckland Road and westerly of
Grandview Terrace.
Within ninety days, by May 24, 2004, a zone change map (1" = 40') with an A-2
certification must be filed, showing all boundary lines and the acreage of the land where
the zone change was granted. The map shall be drawn in accordance with the rules and
regulations of the State Board of Registration for Professionals Engineers and Land
Surveyors and shall be stamped and signed by a Registered Land Surveyox. The zone
change map must be submitted on black and white mylars, with this approval letter
tl.creon,. together with three blueprint copies of the Zone Change. After the mylars have
been stamped and signed by the Commission, they will be returned to you for filing in the
Town Clerk's office.
The effective date of the zone Change is the date the mylar is filed in the Town Clerk's
office.
Sincerely, % (�
Timothy H. Wentzell, Chairman
Plaruung & Zoning Commission
THW/kak
COMPILATION PLAN PREPARED FOR:
METRO REALTY
DEMING STREET & GRANDVIEW TERRACE
SOUTH WENDSOR9
CONNECTICUT
SHEET
I
0 AV