HomeMy WebLinkAbout12-18P Colby's Corner Subdivision TOWN OF SOUTH WINDSOR
PLANNING & ZONING COMMISSION
APPLICATION FORM
Application No: / 71
Official Receipt Date: '1 1O I d
Receipt No:
APPLICANT: yw
PROJECT NAME: tY
ADDRESS: /� �Cs *' �T•, ( ;J��• .lr C` e6e;'7V
OWNER OF RECORD ON LAND RECORDS: crrli r R- )4-z—C& f Ar-D
ADDRESS: -3 F J � �'I1, c�'►''► (,.�9�7c `t , C� �1(,n'�
COMPLETE LOCATION OF PROPERTY: t��' C' � (sd-
GIS PIN # 8-31-6)0319!J ZONE � �
NAME, ADDRESS, TEL & FAX # OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:
c► ,c �
' o f 11` �� 67%, 2 yl r Estimated presentation time: /' m
THIS APPLICATION IS FOR: (Check all that apply):
❑ Zone Change to (Public Hearing required, Certificate of Mailing)
❑ Open Space Subdivision/Resubdivision (Public Hearing Required; certificate of mailing)
� -Subdivision -^Minor ❑ Major
❑ Resubdivision (Public Hearing Required)❑ Minor ❑ Major
❑ Conditional Subdivision Approval
❑ Special Exception to Table (Public Hearing, Certificate of Mailing)
❑ Site Plan of Development
❑ General Plan of Development
❑ Dept of Motor Vehicle License - State Hearing per Section 14-55 for
❑ Earth Filling (Sec. 7.6) and/or Earth Removal (Sec. 7.16 - Public Hearing Required)
❑ Regulation Amendment ❑ Zoning ❑ Subdivision - Attach proposed amendment (Public Hearing Required)
❑ Temporary and Conditional Permit for (Public Hearing Required)
❑ In Law apartment/Accessory Apartment (Public Hearing Required)
❑ Major Home Occupation for (Public Hearing Required)
❑ Other (explain in detail)
An Application Pending sign is required to be posted on the property for all applications ten (10) days
prior to being heard by the Commissio .
Signature of Applicant Signature of Propert O r
° 1
TOWN OF SOUTH WINDSOR
CHECKLIST OF REQUIRED SUBMISSION DOCUMENTS
SUBDIVISIONS/RESUBDIVISIONS
APPLICANT_ S G D rT KE L L. E )�
PROJECT NAME ' 'V/J' �, e�'
This checklist must be signed by plan preparer(P.E/L.S) declaring that all required information
is provided. Place a check mark for each item supplied.
Subdivision
Minor Regular
I. PROJECT PLOT INFORMATION
A. General Information
__X _ 1. Appl. &owner name, address x x
X 2. Engineer&land surveyor name, address, license no.
&seal x x
3. Key map at 1" = 100'scale showing location of tract
with reference to surrounding properties, streets,
municipal boundaries, etc., within 500'. Key map
must include: x x
X a. Outline of buildings.
_ X b. Layout of streets and lots.
c. Surrounding property boundaries-within 500
feet.
- x d. Names of abutting property owners.
A/A e. Proposed-open spaces and recreation areas.
x f. Driveway cuts on abutting properties and any
properties across from proposed site
2
Subdivision
Minor Regular
X_ g. Distance to and name of nearest intersection
street.
X 4. A schedule of required and provided zoning district
requirements including lot area, lot frontage, lot
depth,yard setbacks, open space. variances granted,
etc. x x
X 5. North arrow and scale. x x
6. Appropriate certification block. x x
7. Date of original drawing and all revisions. x x
8. Name of development. x x
B. Plot plan at 1" = 40'scale an standard 18"x 24' or 24" x
36"sheets with a 'h"' ruled margin containing the
following data. Developments which require more than
two 24" x 36" sheets may submit the plot plan at 1" =
100'scale. x x
-_ I. Metes and bounds description showing dimensions,
bearings, curve data, length of tangents, radii, arcs,
chords, and central angles for all centerlines and
rights-of-way, and centerline curves on streets.
Monuments are required at corners and angles of all
new streets and new street lines, at all points of
curvature and tangency, and at critical corners and
angles of all new Town open space. Coordinates for
monuments shall be in tabular form. x x
X 2. CGS datum shall be used on all subdivisions
accessible to controls. The Town Engineer shall
determine the accessibility of these controls.
_ 3. Lot layout numbers, square footage of all lots, and
all lot dimensions. Iron pins are required at all
property angle points. No lots shall be divided on 2
sheets. x x
— - 4. Yard setbacks dimensioned. x x
5. Easements, noting grantors, grantees and purpose. x x
must be shown in table format, e.g. below
Grantor Grantee Type of Date Filed VoVPg
Easement
3
Subdivision
Minor Regular
\1A 6. Development phasing, if proposed. x x
_ 7. Names of abutting property.owners. x x
8. Proposed street names (use approved list of
names). x x
QA 9. All open space reserved for common
or public uses. x x
X10. Appropriate A-2 certification & LS seals. x x
H Topographic map at same scale as plot plan containing all
data included on the plot plan plus the following:
_X 1. All existing structures, streets, wetlands and existing
watercourses, or other environmentally structs
sensitive areas, including enough data streets x
beyond property boundaries to allow a wetlnds
reasonable evaluation of the property's tidpin
ecological relationship to surrounding
areas, 100 yr. floodplain, x
�C _2. Existing and proposed contours to extend a x
sufficient amount beyond subject
property, to determine the effects on the property
as follows (town mapping): 100' x
up to 3% grade: I'contour interval
3% grade &over; 2'contour interval
X 3. Boundary limits, nature, and extent of
wooded areas, specimen trees, and other
significant physical features. x x
_ A 4. Existing system of drainage of subject site
and of any larger tract or basin of which
it is a part (can use Town stormwater x x
study).
5. Drainage area map. * x
6. Drainage calculations * x
N71 7. Perc test data, preliminary indication of septic
system feasibility if individual sanitary * x
sewerage systems provided.
4
Subdivision
Minor Regular
_8. Proposed utility infrastructure plans, including
sanitary sewer. water, storm water management. * x
9. Spot and finished elevations at all property
corners, corners of all structures or dwellings,
or proposed first floor elevations x x
X 10. Construction details(per standard specs.) * x
J/ 11. Road and paving cross-sections (per, standard
specs). * x
A 12. Proposed street names. x x
N A 13. Landscape plan and details. x x
_ 14. Site identifications signs, traffic control signs, and
directional signs. * x
V 15. Sight triangles at new road intersections. * x
X_ 16. Sight triangles at driveway entrance x x
(where there may be a question)..
j R17. Vehicular and pedestrian circulation patterns (less
detail necessary for preapplications, concept plan,
and general plan of development. * x
III . Plans and profiles (1" = 40'horizontally
and 1" = 4'vertically) showing the following: x
Jg a. Layout of streets in sections
coordinated by stations with the profile. x
A b. Street plan showing roadways,
drainage, and partial lot lines x
5
Subdivision
Minor Regular
IV A c. Profile of roadway showing existing and
finished grades, all tangent grades, and all
vertical curve information x
/�_ d. Profile will show all catch basins and all
drainage lines between catch basins with all
invert and top of frame elevations. Drainage
pipe material to be described. x
kJ A e. Typical/critical cross-sections where grading is
outside street right-of-way or is at street right-
of-way. x
_hl A f. Where any storm drainage line discharges into
an existing brook, sufficient profile of this
brook will be shown to determine conditions. x
N g. Profiles shall show all sanitary sewer lines and
manholes, including pipe material, elevations,
sizes, lengths, and slopes of pipes. Top of
foundation elevations for habitable buildings
shall be shown. * x
lA 15. Traffic report(by traffic engineer)
[\)A 16. Open space site improvement plan. * x
K)A 17. Architectural elevations/information per Sect. 8.70
of the zoning regulations
* - if required by Town Engineer
ALL INFORMATION REQUIRED ABOVE IS INCLUDED IN THIS APPLICATION AT THE TIME
OF SUBMISSION.
Date �-
PI Pr parr
February 2002; updated 7/28/05; updated 6/7/11
W:\Planning Admin\Forms\Check Lists\Subdivisions Check List.doc
PLANNING DEPARMENT
IN-HOUSE REFERRAL FORM
DATE: 4/11/12
TO: Matt Galligan, Fred Shaw, Michael Gantick, Rich Bond, Walter Summers, Jeff Doolittle
Ray Favreau, Karl Reichle, Mark Owens, Chris Dougan, Sherry McGann, Ron Asselin,
John Caldwell, Dennis Sheridan
FROM: Michele Lipe, AICP, Town Planner
The Planning&Engineering Departments have received plans for the following projects:
Appl 12-18P, Colby's Corner
Location: Northwest corner of Slater Street and Deming Street
❑ Site Plan ® Subdivision No. Acres 1.5 Zone AA-30
❑ Industrial ❑ Commercial ❑ Residential No. Lots/Units
Water: ® Public ❑ Private Well Sewerage: ® Public ❑ Septic System
Project Description: Subdivision to create one new lot
Future Town-owned property involved? ❑ Yes ® No
❑ new street(s) ❑ new detention area
❑ new open space/recreation area ❑ active ❑passive
Planning Department notes:
Please comment by 4/18/12 and return to the Planning Department.
MEMORANDUM
To: Michele Lipe, Town Planner
From: Jeffrey Doolittle,Town Engineer
Bobb Grillo, Project Engineer
Date: 4/13/12
RE: Application 12-18P—Kelley Subdivision 389 Slater Street
Engineering has reviewed plans for the above application and has the comments
listed below. The Town plans to reconstruct Slater Street beginning in June 2012,
between Oakland Road and Deming Street, including the intersection of Slater and
Deming. Most of our comments relate to making any necessary utility cuts in Slater
Street before this road is reconstructed.
1. The sewer lateral should be installed for the proposed house to beyond the street
line now, before the Town reconstructs the road.
2. The gas service line for the proposed house should be located on Deming Street
so it does not need to go under the road pavement.
3. Sleeves should be installed now for the water, electric, phone and cable service
lines to the proposed house before the town reconstructs the road.
4. A sewer lateral and sleeves for all utility service lines should be installed now for
the proposed utility easement, before the Town reconstructs the road.
5. The cellar floor elevation of the proposed house is below the top of the catch
basin that the foundation drain is to connect to, so a back flow preventer valve
should be installed in the foundation drain.
Please contact us if you have any questions.
Post-it"Fax Note 7671 Date S pages 10
From
To '
Co./Dept. Co.
Phone# Phone#
Fax# Fax#
Appl #12-18P, Colby's Corner Subdivision
Meeting 4-24-12
1. Request for approval of a one-lot subdivision of 389 Slater Street, AA-
30 zone. The site is approx. 1.6 acres and there is an existing house with
a driveway on to Slater Street.
2. Minimum lot size required in the AA-30 zone is 30,000 sf. The
minimum lot size proposed is 32,185 square feet for the existing house
and 34,775 sq ft for the new lot.
3. The new lot will have a driveway onto Deming Street, located away
from the intersection. There are no sidewalks along Slater Street of
Deming Street near this site.
4. There is an existing hedgerow of trees on the new lot that screens the
existing house.
5. There are no regulated wetlands on the property.
6. The site will be serviced by public water and sewers. WPCA approval is
required.
7. The applicant is showing a utility easement along the northern property
boundary. He has indicated that a barn might be built some time in the
future and utility service would be desired.
8. Street trees are typically required, however because of the number of existing trees
on site, the Tree Warden does not feel they are warranted.
If this application is approved, Planning Dept has no other requested
modifications.
0 N Sf4
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
SOR•CO�c
TELEPHONE (860) 644-2511
April 30, 2012
Mr. Scott R Kelley
389 Slater Street
South Windsor, CT 06074
Re: Appl. # 18-12P, Colby's Corner Subdivision
Dear Mr. Kelley:
We are pleased to advise you that the Planning & Zoning Commission voted on April 24, 2012, to
approve with modifications Application #18-12P, request for a 2 lot minor subdivision of 1.5 acres to be
known as "Colby's Corner", on property located on the northwest corner of Slater Street and Deming
Street, AA-30 zone. This approval is subject to the following modifications:
1. This approval is for two (2)lots, numbered 1 and 2.
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 be supplied to this subdivision by public.
5. Trees within the street trees easement and any other trees on land that is currently or will in the future
become Town-owned land are to be planted in accordance with the enclosed Tree Planting
Specifications.
6. Prior to commencement of any site work, a preconstruction 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.
8. 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$50.00 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 4/13/12 must be incorporated into the final plans.
15. A street tree waiver has been granted in accordance with Section C.2.c.(3) of the Subdivision
regulations.
16. The building line must be corrected to coincide with the easement line.
A black and white transparent mylar of Sheet # CP-01 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.
After the mylar has been signed by the Commission, it will be returned to you for filing in the Office of
the Town Clerk by August 11, 2012. After filing these plans, a copy of the receipt must be submitted to
the Planning Department.
Sincerely
Patrick Kennedy, Chairman
Planning and Zoning Commission
Cc: Town Engineer
Chief Building Official
Assessor
Fire Marshal
Registrars
Board of Education
Attachments:
Bonding policy
Quantity Estimates
PK/llz
W�Planning\PlanningAdmin\PZC\ActionsApprovals\2012Actions\12-18P
BOND TRANSMITTAL
DATE: \-J V ' F• 2-Q 12
APPLICANT NAME FE L LE
-ADDREss g. i LAT E R FEZ T
7
PROJECT LOCATION/ADDRESS SI
Y/novylt i(I LOT
SUBDIVISION
P&Z OR DM/CC APPLICATION NUMBER
.AMOUNT OF BOND
CHECK NUMBER
DEPARTMENT I(�
SUBMITTED BY LlqukEAj
NAME k-i+m 6 6 �i)l�C , 2 D ( 2—
DATE
RECEIVED BY FINANCE
NAME�
DATE
SUB ACCOUNT NUMBER s O ® / & 1
11WwnLa7ldclroUlPlacoiue D Wa i 1F..1r mh-Bo�DTMMM nAL08-27-0IAoc
r
PROJECT: J TOWN OF SOUTH WINDSOR
STREET: BOND ESTIMATE FORM
P&Z ID: — 2007 CALENDAR YEAR
ENGINEER::—
DATE:
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
1 CLEARING &GRUBBING LS
STRIP&STOCKPILE
2 TOPSOIL CY 5.00
EARTH EXCAVATION
(EXCLUDING ROADWAY
3 &TRENCH CY 14.00
ROADWAY
4 EXCAVATION CY 14.00
EARTH TRENCH EXC.
5 (0-4ft) CY 10.00
EARTH TRENCH EXC.
6 (0-1 oft) CY 14.00
EARCH TRENCH EXC.
7 (0- 15ft) CY 25.00
EARTH TRENCH EXC.
8 (0-20ft) CY 45.00
9 ROADWAY EXC. (ROCK) CY 65.00
ROCK TRENCH EXC.
10 (0-4ft) CY 100.00
ROCK TRENCH EXC.
11 (0- loft) CY 125.00
ROCK TRENCH EXC.
12 (0- 15ft) CY 140.00
ROCK TRENCH EXC.
13 (0-20ft) CY 150.00
FORMATION OF
14 SUBGRADE SY 2.00
15 SUBBASE GRAVEL CY 25.00
PROCESSED
16 AGGREGATE TONS 27.00
17 COMMON BORROW CY 21.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Pagel
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
18 GRAVEL BORROW CY 22.00
BIT.
19 CONCRETE (CLASS 1) TONS 78.00
BIT.
20 CONCRETE (CLASS II) TONS 75.00
6"ASPHALT LIP
21 CURBING LF 4.00
ROAD WIDENING
22 COMPLETE SY 60.00
CONC. SIDEWALK 4'
23 WIDE LF 45.00
STORM DRAINAGE SYSTEM COMPONENTS
60" RCP CLASS IV IN
24 PLACE LF 120.00
54" RCP CLASS IV IN
25 PLACE LF 100.00
48" RCP CLASS IV IN
26 PLACE LF 100.00
42" RCP CLASS IV IN
27 PLACE LF 85.00
36" RCP CLASS IV IN
28 PLACE LF 76.00
30" RCP CLASS IV IN
29 PLACE LF 62.00
24" RCP CLASS IV IN
30 PLACE LF 58.00
18" RCP CLASS IV IN
31 PLACE LF 48.00
15" RCP CLASS IV IN
32 PLACE 45.00
POLYETHYLENE PIPE
33 8"ADS-N-12 OR EQUAL 25.00
34 10"ADS-N-12 OR EQUAL 30.00
35 12"ADS-N-12 OR EQUAL 35.00
36 15"ADS-N-12 OR EQUAL 40.00
37 18"ADS-N-12 OR EQUAL 45.00
38
TOTAL 0.00 0.00 0.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 2
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
UNDERDRAINS
40 6" PVC SDS 35 IN PLACE LF 30.00
41�8" PVC SDR 35 IN PLACE LF 32.00
RIPRAP
42 MODIFIED RIPRAP CY 77.00
43 INTERMEDIATE RIPRAP CY 79.00
44 STANDARD RIPRAP CY 97.00
DRAINAGE STRUCTURES
45 TYPE"C"CATCH BASIN EA 3,000.00
TYPE"C"DOUBLE
46 GRATE EA 4,000.00
TYPE"C-L"CATCH
47 BASIN EA 3,000.00
48 MANHOLE EA 3,000.00
MANHOLE W/DROP
49 INLET EA 5,000.00
MANHOLE OVER TEN
50 FEET EA 4,800.00
51 HEADWALL EA
52 ENDWALL EA
53 BOX CULVERT LF
54 15" FLARED END EA 670.00
55 18" FLARED END EA 750.00
56 24" FLARED END EA 900.00
57 36" FLARED END EA 1,200.00
DETENTION OUTLET
58 STRUCTURE EA 4,500.00
10"WIDE GRAVE
59 ACCESSROAD LF 15.00
60 RESET M.H. OR C.B. EA 900.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 3
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
61
62
63
SANITARY SEWER COMPONENTS
12"PVC IN PLACE SDR
6435 LF 110.00
10"PVC IN PLACE SDR
6535 LF 90.00
66 8" PVC IN PLACE SDR 35 LF 82.00
67 6" PVC IN PLACE SDR 35 LF / 44.00 GL 0
SANITARY SEWER STRUCTURES
68 Sanitary Manhole EA 3,850.00
SANITARY MANHOLE
69 W/DROP INLET EA 5,600.00
SANITARY MANHOLE
70 OVER 10 FT. 4,500.00
71
72
STRUCTURES &MISC ITEMS
MODULAR BLOCK
73 RETAINING WALL SF 55.00
74 4'FENCE (TYPE: ) LF 12.00
GUIDE RAIL
75 (TYPE: ) LF 60.00
TOTAL 0.00 0.00 0.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 4
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
STRUCTURES &MISC ITEMS (CONT'D)
END ANCHORAGE
(TYPE:
76 ) EA 1,000.00
77 GUIDE POST EA 140.00
78 PAVEMENT MARKING LF 2.00
79 STREET SIGNS EA 130.00
80 TRAFFIC SIGNS EA 130.00
81 STREET LIGHTS EA 1,000.00
FURNISHING/PLACING
82 TOPSOIL SY 7.00
FERTILIZING, SEEDING
83 AND MULCHING SY 7.00
84 TREES EA 200.00
MAINTENANCE/PROTEC
85 TION OF TRAFFIC LS
CONSTRUCTION
86 STAKING LS
87 AS-BUILTS LS
88 IRON PINS EA 6 150.00
CONCRETE
89 MONUMENTS EA 350.00
90 DRIVEWAY-BIT. CONC. SY 40.00
91 etc, X
TOTAL 0.00 0.00 0.00
�v
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 5
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
Original Estimate Bond Reduction#1 Bond Reduction #2
TOTAL PAGE 1 0.00 0.00 0.00
TOTAL PAGE 2 0.00 0.00 0.00
TOTAL PAGE 3 0.00 0.00 0.00
SUBTOTAL 0.00 0.00
25% Contingencies x
Subtotal 0.00 0.00 0.00
TOTAL 0.00 0.00 0.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 6
I
1014H Sf4 I
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Town aps-otdA
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1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074
Soe-co TELEPHONE (860) 644-2511
{
August 1, 2012
i
Scott B. Kelley i
389 Slater Street
South Windsor, CT 06074
i
Dear Mr. Kelley, s
Re: Appl 12-18P, Colby Corner Subdivision
This is to advise you that the Planning and Zoning Commission voted on July 24, 2012 to
set the Engineering Bond at $4,500 for subdivision improvements associated with the
above mentioned application.
Sincerely,
Patrick Kennedy, Chairman
Planning&Zoning Commission
i
s
PK/llz
I
cc: Town Engineer
Chief Building Official
f
i
BOND TRANSMITTAL
DATE: j t)ME , 2-012
APPLICANT NAME S_� L L,E
.ADDRESS — ��9 d4:=ATE P AR T
60o 74
PROJECT LOCATION/ADDRESS-5 LOT
SUBDIVISION
�rvl.er
P&Z OR M/CC APPLICATION NUMBER J�- i81
.AMOUNT OF BOND S6 SCI�c�t.Vl S t d
CHECK NUMBER
DEPARTMENT a ,�
_ SUBMITTED BY /�U D (.
NAME DATE
RECEIVED BY FINANCE _ Qn /5
NAME DATE
SUB ACCOUNT NUMBER S O O l 8 /
�kowaLalldclrollu'IaroicC Dq* '" sioo\FormslPamits-Boalk B U TRANSMr TAL 08-27-01.4.
PROJECT: t7clj TOWN OF SOUTH WINDSOR
STREET: BOND ESTIMATE FORM
P&Z ID: 2007 CALENDAR YEAR
ENGINEER: C r.eFL
DATE:
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
1 CLEARING &GRUBBING LS
STRIP&STOCKPILE
2 TOPSOIL CY 5.00
EARTH EXCAVATION
(EXCLUDING ROADWAY
3 &TRENCH CY 14.00
ROADWAY
4 EXCAVATION CY 14.00
EARTH TRENCH EXC.
5 (0-4ft) CY 10.00
EARTH TRENCH EXC.
6 (0-loft) CY 14.00
EARCH TRENCH EXC.
7 (0- 15ft) CY 25.00
EARTH TRENCH EXC.
8 (0-20ft) CY 45.00
9 ROADWAY EXC. (ROCK) CY 65.00
ROCK TRENCH EXC.
10 (0-4ft) CY 100.00
ROCK TRENCH EXC.
11 (0- loft) CY 125.00
ROCK TRENCH EXC.
12 (0-15ft) CY 140.00
ROCK TRENCH EXC.
13 (0-20ft) CY 150.00
FORMATION OF
14 SUBGRADE SY 2.00
15 SUBBASE GRAVEL CY 25.00
PROCESSED
16 AGGREGATE TONS 27.00
17 COMMON BORROW ICY 21.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 1
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
18 GRAVEL BORROW CY 22.00
BIT.
19 CONCRETE(CLASS I) TONS 78.00
BIT.
20 CONCRETE(CLASS II) TONS 75.00
6"ASPHALT LIP
21 CURBING LF 4.00
ROAD WIDENING
22 COMPLETE SY 60.00
CONC. SIDEWALK 4'
23 WIDE LF 45.00
STORM DRAINAGE SYSTEM COMPONENTS
60" RCP CLASS IV IN
24 PLACE LF 120.00
54" RCP CLASS IV IN
25 PLACE LF 100.00
48"RCP CLASS IV IN
26 PLACE LF 100.00
42" RCP CLASS IV IN
27 PLACE LF 85.00
36" RCP CLASS IV IN
28 PLACE LF 76.00
30" RCP CLASS IV IN
29 PLACE LF 62.00
24" RCP CLASS IV IN
30 PLACE LF 58.00
18" RCP CLASS IV IN
31 PLACE LF 48.00
15" RCP CLASS IV IN
32 PLACE 45.00
POLYETHYLENE PIPE
33 8"ADS-N-12 OR EQUAL 25.00
34 10"ADS-N-12 OR EQUAL 30.00
35 12"ADS-N-12 OR EQUAL 35.00
36 15"ADS-N-12 OR EQUAL 40.00
37 18"ADS-N-12 OR EQUAL 45.00
38
TOTAL 0.00 0.00 0.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 2
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
UNDERDRAINS
40 6" PVC SDS 35 IN PLACE LF 30.00
41 8" PVC SDR 351N PLACE LF 32.00
RIPRAP
42 MODIFIED RIPRAP CY 77.00
43 INTERMEDIATE RIPRAP CY 79.00
44 STANDARD RIPRAP CY 97.00
DRAINAGE STRUCTURES
45 TYPE"C"CATCH BASIN EA 3,000.00
TYPE"C'DOUBLE
46 GRATE EA 4,000.00
TYPE"C-L"CATCH
47 BASIN EA 3,000.00
48 MANHOLE EA 3,000.00
MANHOLE W/DROP
49 INLET EA 5,000.00
MANHOLE OVER TEN
50 FEET EA 4,800.00
51 HEADWALL EA
52 ENDWALL EA
53 BOX CULVERT LF
54 15" FLARED END EA 670.00
55 18" FLARED END EA 750.00
56 24"FLARED END EA 900.00
57 36"FLARED END EA 1,200.00
DETENTION OUTLET
58 STRUCTURE EA 4,500.00
10"WIDE GRAVE
59 ACCESSROAD LF 15.00
60 RESET M.H. OR C.B. EA 900.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 3
v i
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
61
62
63
SANITARY SEWER COMPONENTS
12"PVC IN PLACE SDR
6435 LF 110.00
10"PVC IN PLACE SDR
6535 LF 90.00
66 8"PVC IN PLACE SDR 35 LF 82.00
67 6" PVC IN PLACE SDR 35 LF /5-- 44.00 GC O
SANITARY SEWER STRUCTURES
68 Sanitary Manhole EA 3,850.00
SANITARY MANHOLE
69 W/DROP INLET EA 5,600.00
SANITARY MANHOLE
70 OVER 10 FT. 4,500.00
71
72
STRUCTURES &MISC ITEMS
MODULAR BLOCK
73 RETAINING WALL SF 55.00
74 4'FENCE (TYPE: ) LF 12.00
GUIDE RAIL
75 (TYPE: ) LF 60.00
TOTAL 0.00 0.00 0.00
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 4
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
STRUCTURES &MISC ITEMS(CONT-D)
END ANCHORAGE
(TYPE:
76 ) EA 1,000.00
77 GUIDE POST EA 140.00
78 PAVEMENT MARKING LF 2.00
79 STREET SIGNS EA 130.00
80 TRAFFIC SIGNS EA 130.00
81 STREET LIGHTS EA 1,000.00
FURNISHING/PLACING
82 TOPSOIL SY 7.00
FERTILIZING, SEEDING
83 AND MULCHING SY 7.00
84 TREES EA 200.00
MAINTENANCE/PROTEC
85 TION OF TRAFFIC LS
CONSTRUCTION
86 STAKING LS
87 AS-BUILTS LS
88 IRON PINS EA 6 150.00 ��xX
CONCRETE
89 MONUMENTS EA 3 350.00
F91 90 DRIVEWAY-BIT. CONC. SY 40.00
x
TOTAL 0.00 0.00 0.00
iv
lqo
0 - Z" _ '13 1 1
-T-,e4
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 5
s
r.
WORK REMAINING
BOND BOND
UNIT REDUCTION NO. REDUCTION NO.
ITEM DESCRIPTION UNIT QUANTITY PRICE COST 1 2
Original Estimate Bond Reduction#1 Bond Reduction #2
TOTAL PAGE 1 0.00 0.00 0.00
TOTAL PAGE 2 0.00 0.00 0.00
TOTAL PAGE 3 0.00 0.00 0.00
SUBTOTAL 0.00 0.00
26% Contingencies x
Subtotal 0.00 0.00 0.00
TOTAL 0.00 0.00 0.00
� 9
s/engineering/forms/bond estimates/bondestimateform 2007-1 Page 6