HomeMy WebLinkAbout05936Reception 1074004
03/16/1995
ORDINANCE NO. 5936
AN ORDINANCE APPROVING THE PLAT OF EAGLECROSS
SUBDIVISION, 2ND FILING
BE IT ORDAINED BY THE CITY COUNCIL OF PUEBLO,
COLORADO, that:
SECTION 1.
The final plat of Eaglecross Subdivision, 2nd Filing,
being a subdivision of land legally described as follows:
A parcel of land located within the City of Pueblo,
County of Pueblo, State of Colorado, to wit:
A parcel of land being a portion of the SW 1/4 of the
NE 1/4 and the NW 1/4 of the SE 1/4 and the SW 1/4 of
Section 12, Township 20 South, Range 65 West, of the
Sixth Principal Meridian, being more particularly
described as follows:
Beginning at the northeast corner of Lot 1, Block 3,
Outlook Subdivision Filing No. 7, according to the
recorded plat thereof filed for record July 31, 1974
in Book 1289 at Pages 659-660 in the records of the
Pueblo County Clerk and Recorder, from which the SW
corner of said Section 12 bears S 37-32-28 W (bear-
ings based on the south line of the SW 1/4 of the
SW 1/4 of said Section 12 monumented on the west
end with a Trico aluminum cap set in concrete and
an axle on the east end assumed to bear N 89-55-00 E)
a distance of 1720.41 feet; Thence S 89-46-54 E (N
88-38-16 E deed) along the south right of way line of
Eagleridge Boulevard and the south line of that
parcel described in that document recorded in Book
1957 at Page 349 in the records of the Pueblo County
Clerk and Recorder a distance of 967.98 feet to the
northwest corner of Block 1, Eaglecross Subdivision
according to the recorded plat thereof filed for
record April 29, 1987 in Book 2344 at Page 868 in the
records of the Pueblo County Clerk and Recorder;
Thence S 00-13-11 W (N 00-12-43 E Plat) along the
west line of said Block 1, a distance of 545.90
feet (545.78 feet plat) to the southwest corner of
said Block 1; Thence westerly along the northerly
Reception #: 1074004 Date: 03116/1995 Time: 1212 Book: 2?90 Page: 841 Chrls C. Munoz
Inst.: ORD Rec Fee: 20.00 Doc Fee: 0.00 Page: 1 of 4 Pueblo Co.Clk.&Rec.
line of Parkhill Subdivision according to the
recorded plat thereof filed for record June 19,
1979 in Book 1990 at Page 187 in the records of the
Pueblo County Clerk and Recorder the following four
(4) courses:
1) N 88-44-10 W, a distance of 423.56 feet;
2) N 25-20-34 W, a distance of 78.63 feet
(78.61 feet plat);
3) N 75-59-14 W (S 47-27-50 E plat), a distance
of 427.69 feet (121.20 feet plat);
4) N 47-28-48 W (S 47-27-50 E plat), a distance
of 121.16 feet (121.20 feet plat),
to a point on the easterly line of Block 3, of said
Outlook Subdivision Filing No. 7; Thence N 00-54-32
W (N 00-56-16 W plat) along said easterly line, a
distance of 283.77 feet to the point of beginning.
Parcel contains 10.32 acres,
TOGETHER WITH:
a parcel of land located within the City of Pueblo,
County of Pueblo, State of Colorado, to wit:
A parcel of land being a portion of the SW 1/4 of
the NE 1/4 and the NW 1/4 of the SE 1/4 and the
SW 1/4 of Section 12, Township 20 South, Range 65
West, of the Sixth Principal Meridian, being more
particularly described as follows:
Beginning at the southeast corner of Ridge Gate
Filing No. 1, according to the recorded plat thereof
filed for record August 24, 1983 in Book 2167 at
Page 752 in the records of the Pueblo County Clerk
and Recorder, from which the SW corner of said
Section 12 bears S 35-33-13 W (bearings based on the
south line of the SW 1/4 of the SW 1/4 of said
Section 12 monumented on the west end with a Trico
aluminum cap set in concrete and an axle on the east
end assumed to bear N 89-55-00 E) a distance of
1799.78 feet; Thence N 00-55-33 W (S 00-56-16 E plat)
along the east line of said Ridge Gate Filing No. 1,
a distance of 449.98 feet; Thence S 89-47-17 E, a
distance of 463.60 feet; Thence S 00-12-43 E, a
distance of 65.00 feet; Thence S 89-47-17 E, a dis-
tance of 505.00 feet; Thence N 00-12-43 E, a distance
of 300.00 feet; Thence S 89-47-17 E, a distance of
370.00 feet; Thence N 62-01-31 E, a distance of
160.27 feet; Thence N 27-58-29 W, a distance of 82.79
feet; Thence along the arc of a curve to the left
having a central angle of 22-24-27 and a radius of
-2-
310.00 feet a distance of 121.24 feet; Thence
N 39-37-04 E, a distance of 80.00 feet; Thence
N 55-52-47 E, a distance of 367.62 feet; Thence
S 00-52-47 W, a distance of 158.68 feet; Thence
S 89-47-17 E, a distance of 40.00 feet; Thence
S 00-12-43 W a distance of 440.33 feet to a
point on the northerly right of way line of
Elizabeth Street as described in the document
recorded in Book 2331 at Page 299 in the records
of the Pueblo County Clerk and Recorder; Thence
westerly and southerly along the northerly and
westerly right of way line of Elizabeth Street
the following two (2) courses:
1) along the arc of a curve to the left having
a central angle of 86-48-54 and a radius of
300.00 feet, a distance of 454.56 feet;
2) S 00-11-28 W (S 00-12-43 W deed), a distance
of 297.43 feet (297.28 feet deed)
to a point on the north line of that parcel of land
described in that document recorded in Book 1957 at
Page 349 in the records of the Pueblo County Clerk
and Recorder; Thence N 89-47-17 W along said north
line and the northerly right of way of Eaglecross
Boulevard a distance of 1464.49 feet to the point
of beginning. Parcel contains 21.46 acres.
TOTAL SUBDIVISION ACREAGE: 31.78 acres,
is hereby approved; all dedicated streets, utility and
drainage easements, rights-of-way and land set aside
for public sites, parks and open spaces shown and
dedicated on said plat are hereby accepted for public use.
SECTION 2.
The acceptance of such dedicated streets, rights-
of-way, utility and drainage easements, public sites,
parks and open spaces by the City does not obligate the
City to maintain or repair same until such streets,
rights-of-way, utility and drainage easements, public
sites, parks and open spaces have been constructed and
-3-
installed in compliance and in accordance with the
requirements and provisions of Chapter 4, Title XII of
the 1971 Code of Ordinances, as amended and any agree-
ment entered into pursuant thereto.
SECTION 3.
This ordinance shall become effective immediately
upon final passage and approval.
INTRODUCED JANUARY 23 , 1995
By CHARLES JONES
APPROVED
Reception 1074010
03/16/1995
SUBDIVISION IMPROVEMENTS AGREEMENT
THIS AGREEMENT made and entered into this day of October , 1994 ,
by and between the CITY OF PUEBLO, a Municipal Corporation, hereinafter referred to as "City", and
W.I,. Enterprises
hereinafter referred to as "Subdivider.
WITNESSETH:
WHEREAS, Subdivider has subdivided or is about to subdivide a certain tract of land located in the
City and legally described as set forth in Exhibit "A", which is attached hereto and incorporated herein; and
WHEREAS, the Subdiv~er, as a condition of approval of the final plat of Eaglecross Subdivision
Second Filing Subdivision, wishes to enter into this Subdivision Improvements Agreement as
authorized by Chapter 4, T~le XII of the 1971 Code of Ordinances; and
WHEREAS, Subdivider is required pursuant to Section 12-4-7(J) of the 1971 Code of Ordinances of the
City to construct and install certain public improvements as set forth in Exhibit "B". which is attached hereto
and incorporated herein; and
WHEREAS, pursuant to Chapter 4, Title XII of the 1971 Code of ordinances Subdivider is obligated to
provide security or collateral sufficient in the judgment of the City Council to make reasonable provisions for
the construction and completion of the required public improvements set forth in Exhibit "B".
NOW, THEREFORE, in consideration of the following mutual covenants and agreements, the City and
Subdivider agree as follows:
1. Subdivider agrees within one hundred and eighty (180) days after application for a building permit
to construct any building or structure on any building site within the subdivision, or upon the issuance of a
certificate of occupancy for any such building or structure, whichever is sooner, to construct and install at his
sole cost and expense all of those public improvements set forth in Exhibit "B", which is attached hereto and
incorporated herein.
2. In lieu of installing the required public improvements set forth in Exhibit "B" within one hundred
eighty (180) days, Subdivider or any subsequent owner of the land or any portion thereof shall deposit cash
or other collateral with the Director of Finance of the City, or with any bank or trust company licensed in the
State of Colorado, subject to an escrow agreement approved by the City Attorney. The holder of such cash or
collateral shall pay all or any portion thereof to the City upon demand after the time for completion of all
required improvements by Subdivider or subsequent owner shall have expired. Such deposit or escrow
agreement shall be hereinaffer referred to as the "deposit."
3. The amount of the deposit shall be computed by the City's Director of Public Works by estimating
the total costs of all uncompleted improvements required by this section within the block at the time
application for building permit is made. The amount of the deposit required by this alternative shall be not
less than 25% of such estimate plus the costs of extending all required sewer and water lines from the
nearest existing sewer and water lines to the proposed building site for which a building permit is sought, plus
the costs of extending curb, gutter, sidewalk and paving from the edge of the subdivision or existing
improvements of a like nature whichever is nearer to the proposed building site. In any case where the block,
as hereinafter defined, shall exceed one thousand (1,000') feet in length between intersecting streets, the
estimate of the City Director of Public Works under this paragraph may be reduced to the total costs of all
uncomp~etea improvements in at least one-haft of such block, and the required deposit shall be based upon
such decreased estimate, provided, however, Subdivider shall undertake to provide a turnaround of at least
sixty (60') feet in diameter at the mid-block point and barricade said streets so that no through traffic shall be
permitted beyond the point to which the estimate of the Director of Public Works is based.
4. Within one hundred eighty (180) days after subsequent application for a building permit to construct
any building or structure upon any building site within the block, or upon the issuance of a certificate of
occupancy for any such building or structure, whichever is sooner, Subdivider shall likewise deposit an
amount not less than the estimate of the Director of Public Works for all required improvements from existing
improvements to the proposed building site, less any previous deposits made hereunder upon building sites
lying between the most recently proposed site and existing improvement.
-1-
5. The City may treat the amount of such deposit as a debt due the City from Subdivider or
subsequent owner, which debt shall be a lien upon all the land in the Subdivision and notice of lien may be
filed for record in the office of the County Clerk and Recorder at any time after such default. Action upon
such debt may be instituted by the City within six (6) years from the date of filing such lien for record.
remedies provided for herein are cumulative and the use of one shall not prohibit the use of another.
6. Upon payment of each such deposit, the City Director of Public Works shall release the proposed
building site from the terms of this Agreement.
7. As a condition of approval of this Subdivision, and to meet the requirements of Section 12-4-7(J) of
the 1971 Code of Ordinances, Subdivider specifically agrees that no certificate of occupancy shall be issued
by the Pueblo Regional Building Department until a certificate of compliance has been approved and issued
by the City Director of Public Works and duly recorded in the Office of the Pueblo County Clerk and Recorder
which certifies that those public improvements set forth in Exhibit "B", or that portion of said improvements as
shall be necessary to totally serve specific lot(s) or block(s) for which building permits or certificates of
occupancy are sought and which are covered by a particular certificate of compliance, have been properly
designed, engineered, constructed, and accepted as meeting the specifications and standards of the City.
These restrictions on the issuance of certificates of occupancy shall run with the land and shall extend
to and be binding upon the heirs, executors, legal representatives, successors and assigns of Subdivider and
may be specifically enforced by the City.
8. Acceptance of this Subdivision by the City does not constitute an acceptance of the roads, park,
and other public improvements for maintenance by the City. Until such roads and other park and public
improvements have been installed and meet the requirements, standards, and specifications of the City, its
Subdivision ordinances, and any applicable Parks Department specifications, and such are specifically
approved and accepted in writing by the City Director of Public Works, and, if appropriate, the City Director of
Parks and Recreation, the maintenance, construction, and all other matters pertaining to or affecting said
roads, park and other public improvements and rights of way are the sole responsibility of the Subdivider or
any subsequent owner(s) of the land within this Subdivision.
9. The required time for completion of all such improvements by Subdivider within such block shall be
one (1) year from the date of application for the first building permit issued within such block. Upon
completion and written approval and acceptance of such improvements within the required time and the
payment of all inspection costs by Subdivider, the Director of Public Works shall cause all obligations of
Subdivider relating to such improvements within such block to be released. If said improvements are not
completed within the required time, the City Director of Public Works may cause the proceeds of all deposits
or other collateral or monies in escrow to be used to complete the same. If sufficient monies are available at
the end of the required time to complete all such improvements herein required for the entire length of such
block, the Director of Public Works shall cause all collateral or monies in escrow to be reduced in cash and
shall deposit the same with the Director of Finance and such cash shall be used to complete that portion of
the improvements the Director of Public Works shall determine. Until all improvements are completed and
approved by the Director of Public Works, Subdivider and the subdivided land shall remain liable and
responsible therefor.
10. For purposes of this Agreement, the word "block" shall mean both tiers of lots frontlag or abutting
upon the street which the proposed building or structure shall front to the rear property line of such lots, or
the center line of the alley, if there is an alley, enclosed at either end by a street which intersects both tiers
of lots, and shall include the full width of all streets upon which such lots abut.
11. Subdivider agrees to provide the City with a current title insurance commitment at the time of final
platting evidencing that fee simple title of all lands in the Subdivision is totally vested with the Subdivider free
and clear of any and all encumbrances. If such land is not free and clear, the holder of such indebtedness
shall subordinate its interest or encumbrance to this Agreement and all its terms, conditions, and restrictions.
12. It is mutually agreed that the City or any purchaser of any lot(s) within this Subdivision shall have
the authority to bring an action in any Court of competent jurisdiction to compel the enforcement of this
Agreemerit or any amendment thereto. Such authority shall include the right to compel rescission of any sale,
conveyance, or transfer of any lot(s) or tract(s) contrary to the provisions of the Ordinances of the City or this
Agreement.
13. The parties hereto mutually agree that this Agreement may be amended from time to time by
mutual consent provided that such amendment be in writing and be signed by all parties hereto.
14. This Agreement shall extend to and be binding upon the successors and assigns of the City and
upon the heirs, administrators, executors, successors, assigns, and legal representatives of Subdivider, and
shall be placed on record in the office of the County Clerk and Recorder of Pueblo County, Colorado, and
shall constitute an agreement running with the land until released as hereinabove set forth.
-2-
·
IN WITNESS WHEREOF, the pa~ies hereto have caused this Agreementto be executed and a~e~edby ~s
duly a~hor~edanda~ing off~ers andthe seal ofthe Subdivider set hereon.
Su6divider
(S E A L)
STATE OF COLORADOI ss.
COUNTY OF PUEBLO )
The foregoing instrument was acknowledged before me this ~:>4'~day
SUBDIVISION IMPROVEMENT AGREEMENT
EXHIBIT "A "
A parcel of land located within the City of Pueblo, County
of Pueblo, State of Colorado, to-wit:
A parcel of land being a portion of the SW 1/4 of the NE
and the NW 1/4 of the SE 1/4 and the SW 1/4 of Section 12,
Township 20 South, Range 65 West, of the Sixth Principal
Meridian, being more particularly described as follows;
BEGINNING at the northeast corner of Lot 1, Block 3, Outlook
Subdivision Filing No 7, according to the recorded plat
thereof filed for record July 31, 1974 in Book 1289 at Pages
659-660 in the records of the Pueblo County Clerk and
Recorder, from which the SW corner of said Section 12 bears
S 37-32-28 W ( bearings based on the south line of the
SW 1/4 of the SW 1/4 of said Section 12 monumented on the
west end with a Trico aluminum cap set in concrete and an
axle on the east end assumed to bear N 89-55-00 E ) a
distance of 1720.41 feet; Thence S 89-46-54 E ( N 88-38-16 E
deed ) along the south right of way line of Eagleridge
Boulevard and the south line of that parcel described in
that document recorded in Book 1957 at Page 349 in the
records of the Pueblo County Clerk and Recorder a distance
of 967.98 feet to the northwest corner of Block 1,
Eaglecross Subdivision according to the recorded plat
thereof filed for record April 29, 1987 in Book 2344 at Page
868 in the records of the Pueblo County Clerk and Recorder;
Thence S 00-13-11 W ( N 00-12-43 E Plat ) along the west
line of said Block 1, a distance of 545.90 feet ( 545.78
feet plat) to the southwest corner of said Block 1; Thence
westerly along the northerly line of Parkhill Subdivision
according to the recorded plat thereof filed for record June
19, 1979 in Book 1990 at Page 187 in the records of the
Pueblo County Clerk and Recorder the following four (4)
courses;
1) N 88-44-10 W, a distance of 423.56 feet;
2) N 25-20-34 W, a distance of 78.63 feet (78.61 feet
plat );
3) N 75-59-14 W ( S 47-27-50 E plat ), a distance of
427.69 feet ( 121.20 feet plat)
4) N 47-28-48 W ( S 47-27-50 E plat ), a distance of
121.16 feet ( 121.20 feet plat )
to a point on the easterly line of Block 3, of said Outlook
Subdivision Filing No. 7; Thence N 00-54-32 W ( N 00-56-16 W
plat) along said easterly line, a distance of 283.77 feet to
the POINT OF BEGINNING.
Parcel contains 10.32 Acres.
TOGETHER WITH:
A parcel of land located within the City of Pueblo, County
of Pueblo, State of Colorado, to-wit:
A parcel of land being a portion of the SW 1/4 of the NE 1/4
and the NW 1/4 of the SE 1/4 and the SW 1/4 of Section 12,
Township 20 South, Range 65 West, of the Sixth Principal
Meridian, being more particularly described as follows;
BEGINNING at the southeast corner of Ridge Gate Filing No.
1. according to the recorded plat thereof filed for record
August 24, 1983 in Book 2167 at Page 752 in the records of
the Pueblo County Clerk and Recorder, from which the SW
corner of said Section 12 bears S 35-33-13 W ( bearings
based on the south line of the SW 1/4 of the SW 1/4 of said
Section 12 monumented on the west end with a Trico aluminum
cap set in concrete and an axle on the east end assumed to
bear N 89-55-00 E ) a distance of 1799.78 feet; Thence
N 00-55-33 W (S 00-56-16 E plat) along the east line of said
Ridge Gate Filing No. 1, a distance of 449.98 feet; Thence
S 89-47-17 E, a distance of 463.60 feet; Thence
S 00-12-43 E, a distance of 65.00 feet; Thence S 89-47-17 E,
a distance of 505. O0 feet; Thence N 00-12-43 E, a distance
of 300.00 feet; Thence S 89-47-17 E, A distance of 370.00
feet; Thence N 62-01-31 E, a distance of 160.27 feet; Thence
N 27-58-29 W, a distance of 82.79 feet; Thence along the arc
of a curve to the left having a central angle of 22-24-27
and a radius of 310.00 feet a distance of 121.24 feet;
Thence N 39-37-04 E, a distance of 80. O0 feet; Thence
N 55-52-47 E, a distance of 367.62 feet; Thence
S 00-52-47 W, a distance of 158.68 feet; Thence
S 89-47-17 E, a distance of 40.00 feet; Thence S 00-12-43 W
a distance of 440.33 feet to a point on the northerly right
of way line of Elizabeth Street as described in the document
recorded in Book 2331 at Page 299 in the records of the
Pueblo County Clerk an Recorder; Thence westerly and
southerly along the northerly and westerly right of way line
of Elizabeth Street the following two (2) courses:
1) along the arc of a curve to the left having a
central angle of 86-48-54 and a radius of 300. O0
feet, a distance of 454.56 feet;
2) S 00-11-28 W ( S 00-12-43 W deed ), a distance of
297.43 feet ( 297.28 feet deed )
to a point on the north line of that parcel of land
described in that document recorded in Book 1957 at Page 349
in the records of the Pueblo County Clerk and Recorder.
Thence N 89-47-17 W along said north line and the northerly
right of way of Eaglecross Boulevard a distance of 1464.49
feet to the POINT OF BEGINNING.
Parcel Con rains 21.4 6 Acres.
TOTAL SUBDIVISION ACREAGE: 31.78 Acres.
SUBDIVISION IMPROVEMENT AGREEMENT EXHIBIT "B"
Subdivider or Developer: GLEN HUNTER
Subdivision Name: EAGLECROSS SECOND FILING
Engineer: CLYDE B. YOUNG & CO.
DESCRIPTION OUAN UNITS PER UNIT TOTAL COST
1 STREET IMPROVEMENTS
A. EAGLERIDGE CIRCLE - EAST
Excavation 900 CY $3.00 $2,700.00
Base Course-18" Class 6 970 TON $7.50 $7,275.00
Pavement (1-1/2" E 1/2 1-1/2" EX 3/4) 590 LF $60.00 $35,400.00
Curb & Gutter-6" std w/24" pan 965 LF $7.00 $6,755.00
Sidewalk 5516 SF $2.00 $11,032.00
Sanitary Sewer Main, incl. service lines 502 LF $20.00 $10,040.00
Sanitary Manhole-48" 2 EA $1,200.00 $2,400.00
Storm Sewer-30" R.C.P. 320 LF $37.50 $12,000.00
Storm Manhole-60" 3 EA $1,500.00 $4,500.00
Inlets L=4' 4 EA $1,600.00 $6,400.00
Water Main incl. fire hyd's & service lines 450 LF $44.00 $19,800.00
Valves 3 EA $700.00 $2,100.00
Curb &Gutter Removal 95 LF $14.00 $1,330.00
Type III Baricade L=24' 1 EA $1,000.00 $1,000.00
Monument Box 1 EA $450.00 $450.00
Storm Sewer-24" Poly 22 LF $31.50 $693.00
Storm Sewer-18" Poly 78 LF $25.50 $1,989.00
Street Lights 2 EA $800.00 $1,600.00
Handicap Ramps 2 EA $1,080.00 $2,160.00
TOTAL $129,624.00
B. EAGLERIDGE CIRCLE - WEST
Excavation 3300 CY $3.00 $9,900.00
Base Course-18" Class 6 1920 TON $7.50 $14,400.00
Pavement (1-1/2" E 1/2 1-1/2" EX 3/4) 582 LF $60.00 $34,920.00
Curb & Gutter-6" std w/24" pan 858 LF $7.00 $6,006.00
Square Pan 7" Reinforced Concrete 2 EA $210.00 $420.00
Sidewalk 5147 SF $2.00 $10,294.00
Sanitary Sewer Main, Incl. Service Lines 516 LF $20.00 $10,320.00
Sanitary Manhole-48" 2 EA $1,200.00 $2,400.00
Storm Sewer-18" Poly 450 LF $25.50 $11,475.00
Storm Sewer-24" Poly 107 LF $31.50 $3,370.50
Storm Manhole-60" 3 EA $1,600.00 $4,800.00
Inlets L=8' 2 EA $2,400.00 $4,800.00
Water Main, Incl. Fire Hyd's & Serv. Lines 500 LF $44.00 $22,000.00
Valves 2 EA $700.00 $1,400.00
Type III Barricade L=24' 1 EA $1,000.00 $1,000.00
Monument Box 0 EA $450.00 $0.00
Cross Pan 7" Reinforced Concrete 1 EA $1,232.00 $1,232.00
Handicap Ramps 2 EA $726.00 $1,452.00
Street Light 1 EA $800.00 $800.00
TOTAL $140,989.50
C. EAGLERIDGE COURT
Excavation 460 CY $3.00 $1,380.00
Base Course-18" Class 6 884 TON $7.50 $6,630.00
Pavement (1-1/2" E 1/2 1-1/2" EX 3/4) 283 LF $60.00 $16,980.00
Curb & Gutter-6" std w/24" pan 556 LF $7.00 $3,892.00
Square Pan 7" Reinforced Concrete 2 EA $210.00 $420.00
Sidewalk 2223 SF $2.00 $4,446.00
Storm Sewer-24" Poly 480 LF $31.50 $15,120.00
Storm Sewer 18" Poly 50 LF $25.50 $1,275.00
Sanitary Manhole 48" 1 EA $1,200.00 $1,200.00
Storm Manhole 60" 2 EA $1,500.00 $3,000.00
Inlet L = 8' 1 EA $2,400.00 $2,400.00
Water Main, Incl. Fire Hyd's & Serv. Lines 320 LF $44.00 $14,080.00
Valves 1 EA $700.00 $700.00
Monument Box 1 EA $450.00 $450.00
Cross Pan-7" Reinforced Concrete 1 EA $1,008.00 $1,008.00
Handicap Ramps 2 EA $506.00 $1,012.00
Street Light 1 EA $800.00 $800.00
TOTAL $74,793.00
D. EAGLERIDGE BOULEVARD
Base Course-18" Class 6 1800 TON $7.50 $13,500.00
Pavement (1-1/2 E 1/2 1-1/2 EX 3/4) 23160 SF $1.50 $34,740.00
Curb &Gutter Removal 2010 LF $14.00 $28,140.00
Curb & Gutter-6" std w/24" pan 2677 LF $7.00 $18,739.00
Square Pans 7" Reinforced Concrete 8 EA $210.00 $1,680.00
Sidewalk 11089 SF $2.00 $22,178.00
Cross Pans-7" Reinforced Concrete 4 EA $750.00 $3,000.00
Inlet L = 8' 1 EA $2,400.00 $2,400.00
Handicap Ramps 6' 4 EA $726.00 $2,904.00
Handicap Ramps 4' 4 EA $506.00 $2,024.00
Valve 1 EA $700.00 $700.00
Street Lights 5 EA $800.00 $4,000.00
Monument Box 3 EA $450.00 $1,350.00
2" Dia. Water Service Line to North 3 EA $1,572.00 $4,716.00
2" Dia. Water Service Line to South 2 EA $2,142.00 $4,284.00
4" Sanitary Sewer Service Line 3 EA $1,580.00 $4,740.00
TOTAL $149,095.00
E. ELIZABETH STREET
Curb &Gutter Removal 68 LF $14.00 $952.00
Handicap Ramp 6' 2 EA $726.00 $1,452.00
Square Pan 7" Reinforced Concrete 2 EA $210.00 $420.00
Cross Pan 7" Reinforced Concrete 1 EA $750.00 $750.00
Sanitary Sewer Manhole 48" 1 EA $1,200.00 $1,200.00
Monument Box 3 EA $450.00 $1,350.00
TOTAL $6,124.00
STREET IMPROVEMENTS SUB-TOTAL $500,625.50
2 DETENTION POND GRADING, SEEDING AND PIPING
POND A-1
w/Landscaping and Irrigation 1.2 AC $25,000.00 $30,000.00
Pipe-24" Poly 75 LF $21.00 $1,575.00
Inlet Box 1 EA $1,000.00 $1,000.00
Flared End Section 1 EA $250.00 $250.00
TOTAL $32,825.00
POND A-3
w/Landscaping and Irrigation 0.32 AC $25,000.00 $8,000.00
Pipe-18" Poly 20 LF $17.00 $340.00
Inlet Box 1 EA $1,000.00 $1,000.00
Cut into existing inlet 1 EA $200.00 $200.00
TOTAL $9,540.00
POND A-4
w/Landscaping and Irrigation 0.5 AC $25,000.00 $12,500.00
Pipe-18" Poly 76 LF $17.00 $1,292.00
Inlet Box 1 EA $1,000.00 $1,000.00
Flared End Section 1 EA $250.00 $250.00
TOTAL $15,042.00
POND A-5
w/Landscaping and Irrigation 0.7 AC $25,000.00 $17,500.00
Pipe-18" Poly 65 LF $17.00 $1,105.00
Inlet Box 1 EA $1,000.00 $1,000.00
Flared End Section 1 EA $250.00 $250.00
TOTAL $19,855.00
POND A-6
w/Landscaping and Irrigation 0.35 AC $25,000.00 $8,750.00
Pipe-18" Poly 18 LF $17.00 $306.00
Inlet Box 1 EA $1,000.00 $1,000.00
TOTAL $10,056.00
POND B-1
w/Landscaping and Irrigation 0,65 AC $25,000.00 $16,250.00
Pipe-18" Poly 68 LF $17.00 $1,156.00
Inlet Box 1 EA $1,000.00 $1,000.00
TOTAL $18,406.00
POND B-2
w/Landscaping and Irrigation 0.45 AC $25,000.00 $11,250.00
Pipe-18" Poly 70 LF $17.00 $1,190.00
Inlet Box 1 EA $1,000.00 $1,000.00
TOTAL $13,440.00
POND B-3
w/Landscaping and Irrigation 0.9 AC $25,000.00 $22,500.00
Pipe-18" Poly 176 LF $17.00 $2,992.00
Inlet Box 1 EA $1,000.00 $1,000.00
Flared End Section 2 EA $250.00 $500.00
TOTAL $26,992.00
POND B-4
w/Landscaping and Irrigation 0.33 AC $25,000.00 $8,250.00
Pipe-18" Poly 58 LF $17.00 $986.00
Inlet Box 1 EA $1,000.00 $1,000.00
TOTAL $10,236.00
POND B-5
w/Landscaping and Irrigation 0.23 AC $25,000.00 $5,750.00
Pipe-18" Poly 72 LF $17.00 $1,224.00
Inlet Box 1 EA $1,000.00 $1,000.00
TOTAL $7,974.00
POND B-6
w/Landscaping and Irrigation 0.2 AC $25,000.00 $5,000.00
Pipe-18" Poly 40 LF $17.00 $680.00
Inlet Box 1 EA $1,000.00 $1,000.00
Flared End Section 1 EA $250.00 $250.00
TOTAL $6,930.00
POND B-7
w/Landscaping and Irrigation 1.75 AC $25,000.00 $43,750.00
Pipe-18" Poly 35 LF $17.00 $595.00
Inlet Box 1 EA $1,000.00 $1,000.00
Flared End Section 1 EA $250.00 $250.00
TOTAL $45,595.00
DETENTION POND SUB-TOTAL $216,891.00
3 ADDITIONAL SANITARY SEWER
Sanitary Sewer Main, Incl. Service Lines 1470 LF $20.00 $29,400.00
Sanitary Manhole 48" 4 EA $1,200.00 $4,800.00
Maintenance Roads-4" Class 6 100 TON $7.50 $750.00
TOTAL $34,950.00
4 ADDITIONAL RIP-RAP, 12" Dia w/Filter Fa 1270 TON $50.00 $63,500.00
5 SILT FENCE 2250 LF $2.00 $4,500.00
6 STABILIZED CONSTRUCTION ENTRANCE 3 EA $600.00 $1,800.00
TOTAL $ 822,266.50
2.75% BOND $22,612.33
10% CONTINGENCY $8~7.:2~6.65
GRAND TOTAL $927,105.48
Estimate prepared by: Ken Young, Clyde B. Young & Co., Inc.
Date: August 12, 1994, Rev. October 13, 1994, Rev. December 28, 1994
Rev. February 2, 1995
SOURCES:
Broderick & Gibbons Inc.
615 Santa Fe Drive
Pueblo, CO 81006
(719) 543-3823
Centennial State Paving Inc.
918 Aspen Ct.
Pueblo, CO 81006
(719) 542-5486
Colorado Dirt Contractors Inc.
1401 Quartz Rd.
Pueblo, CO 81008
Firebaugh Pre-Cast Concrete
(Lou Green)
3090 E. Las Vegas
Colo. Springs, CO 80906
(719) 392-9036
Mangini and Associates
631 Lake Ave.
Pueblo, CO 81004
(719) 544-0865
Midwest Barricade Co.
2760 Delta Dr.
Colo. Springs, CO 80910
(719) 392-3461
VALCO Inc.
5475 W. Hwy. 96
Pueblo. CO
(719) 561-8350