HomeMy WebLinkAbout05930Reception 1074134
03/17/1995
ORDINANCE NO. 5930
AN ORDINANCE APPROVING THE PLAT OF GATEWAY PLAZA
SUBDIVISION
BE IT ORDAINED BY THE CITY COUNCIL OF PUEBLO,
COLORADO, that:
SECTION 1.
The final plat of Gateway Plaza Subdivision, being a
subdivision of land legally described as follows:
All of Lots 1, 2, 3 and 4 Block 1 in Gateway
Subdivision, Fourth Filing, according to the
recorded plat thereof, filed for record July
10, 1992
AND
All of vacated Valley Drive, as platted in said
Gateway Subdivision, Fourth Filing,
AND
A parcel of land in the SE 1/4 of the NE 1/4 of
Section 14, Township 20 South, Range 65 West
of the 6th P.M. being more particularly described
as follows:
Considering the East line of the NE 1/4 of said
Section 14, Township 20 South, Range 65 West of
the 6th P.M. to bear N.00° 02' 07" E. and all
bearings contained herein being relative thereto.
Beginning at the Northeast corner of said Gateway
Subdivision, Fourth Filing; thence Westerly, along
the North boundary line of said Fourth Filing, the
following five (5) courses:
1. N.89° 57' 53" W., a distance of 100.00 feet;
2. along the arc of a curve to the right, whose
radius is 340 feet, a distance of 178.02 feet;
3. N.59° 57' 53" W., a distance of 204.93 feet;
4. along the arc of a curve to the left, whose
radius is 400 feety a distance of 125.07 feet;
5. N.77° 52' 46" W., a distance of 101.57 feet to
the Southeast corner of Gateway Subdivision,
Third Filing, according to the recorded plat
thereof, filed for record November 1, 1988;
thence N.12° 06' 00" E., along the East boundary line
of said Third Filing and that line extended, a dis-
tance of 260.00 feet; thence S.77° 52' 46" E., a dis-
tance of 474.81 feet; thence S.89° 57' 53" E., a dis-
tance of 144.31 feet to the East line of the said NE
1/4 of Section 14; thence S.00° 02' 07"W., along said
East line, a distance of 369.01 feet to the Point of
Beginning, containing 11,418 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
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 December 27 1994
FAY B. KASTELIC
By
Councilperson
APPROVED
President of the Council
Reception 1074136
03/17/1995
SUBDIVISION IHPROVEHENTS AGREEHENT
, by and between the CITY OF PUEBLO, a Nunicipal
Corporation, hereinafter referred to as "City", and JANES E.
O'NEAL, 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 Subdivider, as a condition of approval of the
final plat of GATEWAY PLAZA, wishes to enter into this Subdivision
Improvements A9reement as authorized by Chapter 4, Title 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 obli9ated 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 a9ree as follows:
1. Subdivider agrees within one hundred and eighty (180) days
after application for a buildin9 permit to construct any buildin9
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, sub3ect 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 hereinafter 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 buildin9 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
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
uncompleted improvements in at least one-half of such block, and
the required deposit shall be based upon such decreased estimate,
Book: 2791 Page= 119 Chrls C. Nunoz
Page: 2 of 13 Pueblo Co. Clk.&Rec.
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.
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
filin9 such lien for record. All 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 buildin9 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 Buildin9
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 buildin9 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 meetin9 the specifications
and standards of the City.
These restrictions and those in Exhibit B on the issuance of
certificates of occupancy shall run with the land and shall extend
to and be bindin9 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
writin9 by the City Director of Public Works, and, if appropriate,
the City director of Parks and Recreation, the maintenance,
construction, and all other matters pertainin9 to or affectin9 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 buildin9 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 relatin9 to such improvements
within such block to be re]eased. 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
2
Book: 2791 Page: 120 Chrls C. Nunoz
Page: 3 of 13 Pueblo Co.Clk.&Rec.
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 A9reement, the word "block" shall
mean both tiers of lots fcontin9 or abuttin9 upon the street which
the proposed buildin9 or structure shall front to the rear property
line of such lots, or the center line of the alley, if there is an
al]ey, 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 plattin9 evidencin9 tha~
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.
12o It is mutually agreed that the City or any purchaser of
any lot(s) within this Subdivision shall have the authority to
brin9 an action in any Court of competent jurisdiction to compel
the enforcement of this A9reement or any amendment thereto. Such
authority shall include the ri9ht 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 writin9 and be signed by all parties hereto.
14. This Agreement shall extend to and be bindin9 upon the
successors and assi9ns of the City and upon the heirs,
administrators, executors, successors, assigns, and le9al
representatives of Subdivider, and shall be placed on record in the
office of the County Clerk and Recorder Pueblo County, Colorado,
and shall constitute an agreement runnin9 with the land until
released as hereinabove set forth.
-3-
Book: 2791 Page: 121 Chrls C. Munoz
Page: 4 of 13 Pueblo Co. Clk.&Rec.
WITNESS WHEREOF, the parties hereto have caused this Agreement to
be executed and attested by its duly authorized and actin9 officers
and the sea] of the Subdivider set hereon.
JAMES E. O'NEAL
By~ U iVi eP
(s E A L)
STATE OF COLORADO
couNTY OF'~5,.,--\~V)
The foregoin9 instrument was acknowledged before me this
day of ~C~nrc.~ , 199 ~--~, by James E. O'Neal, Subdivider.
My commission e×pires: I~-Z~-~? ..":::~','S:~.L.
~ULDER, COD~DO'%~ ~"~'~' ~,
%'.,,,,,', =,~,: .',: ...~'
::~L~ a Municipal Corporation
President of
o'~ ~T~Ce'~'O"' the Council
"j' ',,,;f,l,~t 'c o,%
'.~ :' ity C~e
~:1': ::.-.. .-.,
) ss.
OOUNTY OF PUEBLO )
The regoin9 instrument was ck le,d e,d b. o
as PP y Counci I , an~ ~ '
ado. ' - as
City,,,e,l,e~;~ of the City of Pueblo,
"::~,:~ ........ "' ion expir sA
o"-' //
· . ,
APPROVED AS TO FORM:
~ey
-4-
Book: 2791 Page: 122 Chrls C. Nunoz
Paqe: 5 of 13 Pueblo Co. Clk.&Rec.
SUBDIVISION IHPROVEHENT AGREEHENT
EXHIBIT "A"
All of Lots 1, 2, 3 and 4, Block 1 in Gateway Subdivision, Fourth
Filing, according to the recorded plat thereof, filed for record
July 10, 1992
AND
All of vacated Valley Drive, as platted in said Gateway
Subdivision, Fourth Filing
AND
A parcel of land in the SE 1/4 of the NE 1/4 of Section 14,
Township 20 South, Range 65 West of the 6th P.M. being more
particularly described as follows:
Considering the East line of the NE 1/4 of said Section 14,
Township 20 South, Range 65 West of the 6th P.M. to bear
N.OO°O2'OT"E. and all bearings contained herein being relative
thereto.
Beginning at the Northeast corner of said Gateway Subdivision,
Fourth Filing; thence Westerly, along the North boundary line of
said Fourth Filing, the following five (5} courses:
1. N.89°57'53"W., a distance of lO0.O0 feet;
2. along the arc of a curve to the right, whose radius is
340 feet, a distance of 178.02 feet;
3. N.59°57'53"W., a distance of 204.93 feet;
4. along the arc of a curve to the left, whose radius is 400
feet, a distance of 125.07 feet;
5. N.77°52'46"W., a distance of 101.57 feet to the Southeast
corner of Gateway Subdivision, Third Filing, according to
the recorded plat thereof, filed for record November l,
1988;
thence N.12°O6'OO"E., along the East boundary line of said Third
Filing and that line extended, a distance of 260.00 feet; thence
S.77°52'46"E., a distance of 474.81 feet; thence S.89°57'53"E., a
distance of 144.31 feet to the East line of the said NE 1/4 of
Section 14; thence S.00°02'07"W., along said East line, a distance
of 369.01 feet to the Point of Beginning.
Containing 11.418 acres, total.
Book: 2791 Page: 124 Chrls C. Munoz
Paqe: 7 of 13 Pueblo Co. Clk.&Bec,
SUBDIVISION IHPROVEMENT AGREEMENT
EXHIBIT "B"
SUBDIVISION NAME: GATEWAY PLAZA
DEVELOPER: JAMES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
FORTINO BLVD WEST (FUTURE WIDENING)
DEMOLITION WEST SIDE OF FORTINO BLVD. WEST
Remove deciduous trees 8"2 ca]iper
to 15"± ca]iper: 5 each @ $150/EA = $750
Evergreen shrub to be removed
(small 3'± High): 5 each @ 25/EA = 125
Hugo pine to be removed small
(2'± High): 2 each @ 25/EA = 50
Low 9rowing evergreen spreader
to be removed: 460 SF @ 0.50/SF = 230
Deciduous bush to be removed small: 1 each @ 25/EA = 25
Remove Yucca plant: 1 each @ 25/EA = 25
Remove existing 1/2" - red
landsca}e rock: 975±SF @ O.05/SF = 49
Remove ex sting 1 1/2" lava
landsca}e rock: 570±SF @ O.05/SF = 29
Remove existing 2" landscape rock: 460±SF @ O.05/SF = 23
Remove existing concrete curb head: 78±LF @ 2/LF = 156
Remove exist. asphalt curb: 116±LF @ 2/LF = 232
Remove ex~stin9 asphalt driveway: 850±SF @ 0.20/SF = 170
Remove existing private sidewalk: 56±SF @ 0,25/SF = 14
Remove ex sting sod: 640 SF @ O.05/SF = 32
Relocate existing stop s~gn: I each @ 50/EA = 50
Relocate existing no pack~n9 signs: 3 each @ 50/EA = 150
Relocate existing street s~gn: 1 each @ 50/EA = 50
Remove existing parking
corner Fort~no &Va]]ey 30±SF @ 0.20/SF = 6
Remove 6' public sidewalk, 4" thick: 1790±SF @ 0.25/SF = 448
Remove 6' public sidewalk, 6"-7"
thick (at driveways): 475±SF @ 0.50/SF = 238
Remove pub]~c 6" std. curb and 9utter: 351±LF @ 2/LF = 702
Remove existing curb return/square pan: 1 each @ 100/EA = 100
Remove existin9 concrete cross pan: 256 SF @ 0.50/SF = 128
Remove Type W Inlet: 1 each @ 500/EA = 500
Remove existing asphalt from existing
pan to 20' west on Valley: 640 SF @ 0.50/SF = 320
Remove existing sidewalk drain,
shorten 2" PVC in drain 6' min., 1 each @ 50/EA = 50
Shorten 2" PVC under sidewalk 6' min. 1 each @ 25/EA = 25
Demolish/terminate sprinkler system
@ southwest corner Valley
and Fortino: 1 each @ 100/EA = 100
Demolish/relocate/terminate sprinkler
system @ Van Schaack Building: 1 each @ 300/EA = 300
Remove exist. asphalt in private
parkin9 lot to provide for transition
from new sidewalk to park lot grades
to north and south of exist. inlet 180 SF @ 1/SF = 180
SUB TOTAL 5,257
15~ Contingencies 789
PREPARED BY: J. WtLKERSON February 23, 1995
DATE
FIRM: KLH ENGINEERING CONSULTANTS. INC.
REVIEWED BY:
City of Pueblo DAlE
PAGE 2 OF 8
Book: 2791 Page: 123 Chrls C. Munoz
Paqe: 6 of 13 Pueblo Co. Clk.&Rec.
SUBDIVISION tHPROVEHENT AGREEHENT
EXHIBIT "B"
SUBDIVISION NAHE: GATEWAY PLAZA
DEVELOPER: JAHES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
IHPROVEHENTS TO U.S. HWY. 50 WEST
DEHOLITION (Hedian, Asphalt C & G, Edge Asp., Etc.): Lump Sum = $1,500.
ASPHALT
6" HBP Grading "C": 1647.7 SY @ $13.50/SY = $22,244.
2" HBP Grading "C" (Hedian Surface): 77.8 SY @ $13.50/SY = $1,050.
2" HBP Grading "C" (Drainage Chute): 139.8 SY @ $13.50/SY = $1,887.
4" Asphalt Curb: 1330 LF @ $3.00/LF = $3,990.
6" Asphalt Curb (Hedian): 340 LF @ $3.50/LF = $1,190.
CONCRETE
6' Sidewalk (Future): 796.5 LF @ $12.00 = $9,558.
Handicap Ramp (Future): 1 EA @ $350/EA = $350.
Reconstruct Nose on Hedian: 2 EA @ $500/EA = $1,000.
6" STD Curb & Gutter (Future): 796.5 LF @ $7.50/LF = $5,974.
STORH DRAIN
24" OHP: 25.3 LF @ $25/LF = $633.
24" CHP Elbow: 1EA @ $200/EA = $200.
24" Po]y Pipe: 98 LF @ $35/LF = $3,430.
Type 1-B HH: 1EA @ $1,300/EA = $1,300.
EHBANKHENT: 2267 CY @ $3.00/CY = $6,801
REHOVE AND RELOCATE SIGNS: 5 EA @ $100/ea = $500
NEW SIGNS: 8 EA @ $200/ea = $1,600
STRIPING: Lump Sum = $1,000
TRAFFIC CONTROL: Lump Sum = $2,500
SEEDING/HULCHING: 57,094 SF @ $0.15/SF = $8,564
STREET LIGHTS: 3 EA @ $1,300/EA = $3,900
U.S. HWY. 50 TOTAL = $79,171
*Approved escrow agreement or letter of credit is required for this
obligation prior to issuance of any Certificate of Occupancy within this
subdivision.
This is an estimate only. Actual Construction costs may vary. This estimate
may not include all construction costs.
PREPARED BY: J. WILKERSON February 23, 1995
DATE
F I RH: KLH ENG I NEER I NG CONSULTANTS, INC.
City of Pueblo DATE
PAGE 1 OF 8
,:
Book: 2791 Page: 125 Chris C, Munoz
Paqe: 8 of 13 Pueblo Co,Clk,&Rec.
SUBDIVISION IMPROVEMENT AGREEMENT
EXHIBIT "B"
SUBDIVISION NAME: GATEWAY PLAZA
DEVELOPER: JAMES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
DEMOLITION EAST SIDE OF FORTINO BLVD. WEST
Remove existing sod: 3550±SF @ O.05/SF = $178
Remove existing 6" STD public
curb and gutter: 302±LF @ 2/LF = 604
Remove existing 6" Type 2 curb and
9utter (private driveway): 120±LF @ 2/LF = 240
Remove existing 7" thick
concrete cross pans: 450±SF @ 0.50/SF = 225
Remove existing curb return/square pan: 1 each @ IO0/EA = 100
Remove existing 6' sidewalk, 4" thick: 1752±SF @ 0.25/SF = 438
Remove existing 6' sidewalk along
private driveway: 41±LF @ 0.25/SF = 10
Remove existing HC Ramps @ private
driveway: 292±SF @ 0.25/SF = 73
Remove and relocate existing
water meter: 1 each @ 300/EA = 300
Remove and relocate existing
no parking sign: 2 each @ 50/EA = 100
Remove and relocate existing business
sign, coordinate with sign owner: 1 each @ IO0/EA = 100
Remove existing private asphalt drive: 660 SF @ 0.20/SF = 132
Adjust sprinkler heads to grade
(east side of sidewalk): 28 each @ 15/EA = 420
Demo]ish/reroute sprinkler system west
side of sidewalk and north side
of driveway: 1 each @ 300/EA = 300
Demolish/reroute sprinkler system
west side of sidewalk, north of
sta 1+14.63, and south of driveway: 1 each @ 300/EA = 300
SUB TOTAL 3,520
15~ Contingencies 528
CONSTRUCTION TO MATCH EXIST. PRIVATE IMPROVEMENTS
WEST SIDE OF FORTINO
Transition exist. sidewalk @
Van Schaak to public sidewalk 20 SF @ 2/SF = $40
Construct new sidewalk drains
(Van Schaak): 2 EA @ 150/EA = 300
Concrete wall @ exist. inlet: 15 LF @ 15/LF = 225
Construct asphalt or conc. slope paving
transition (No. & So, of inlet): 180 SF @ 3/SF = 540
Patch @ No. driveway (2" on 6" min.): 450 SF @ 1.0/SF = 450
5'± transition (asphalt) from back of
walk to exist. park lot: 650 SF @ 1.0/SF = 650
Patch @ driveways (1' wide x 6" full
depth aspha]t): 51LF @ 3/LF = 153
Transition Van Schaak landscaping to
back of new walk: 1 EA @ 400 = 400
PREPARED BY: J. WILKERSON February 23, 1995
DATE
FIRM: KLH ENGINEERING CONSULTANTS, INC.
REVIEWED BY: ~~--~~ ~/6~//~S''
City Of Pueblo DATE
PAGE 3 OF 8
· .:
Book: 2791 Page: 126 Chrls C. Munoz
Page: 9 of 13 Pueblo Co. Clk.&Bec.
SUBDIVISION IMPROVEMENT AGREEMENT
EXHIBIT "B"
SUBDIVISION NAME: GATEWAY PLAZA
DEVELOPER: JAMES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
EAST SIDE OF FORTINO
Construct new 6' sidewalk alon9 private
drive: 45 LF @ 12/LF = 540
Pave reconstructed private drive
(3" on 6"): 84 SY @ 13.50/SY = 1,134
New Type 2 curb and 9utter @ private
drive: 142 LF @ 7.50/LF = 1,065
Reinstall or replace/install sod: 1500 SF @ 0.25/SF = 375
SUB TOTAL 5,872
ASPHALT
Patch (Match Exist or 3" on 6" Min.; New Lanes
and Pans on Valley) 1097 SY @ $13.50/SY = $14,810.
2" Overlay: 2690.7 SY @ $5.50/SY = $14,799.
3/4" PMS Overlay (Valley Dr. West of Pan): 143.8 SY @ $5.00/SY = $719.
CONCRETE
6" STD C&G: 660 LF @ $7.50/LF = $4,950
Square Pans: 2 EA @ $400/EA = $800
Handicap Ramps: 4 EA @ $350/EA = $1,400
4' Conc. Pans: 116 SF @ $3.50/SF = 406
8' Conc. Pan: 564 SF $3.50/SF = $1,974
6' Sidewalk (4"): 570 LF @ $12/LF = $6,840
6' Sidewalk (6"): 70 LF @ $14/LF = $980
WATER
Raise Valve Boxes: 3 EA @ $125/EA = $375.
Remove & Relocate Fire Hyd: 1EA @ $1,000/EA = $1,000.
SEWER
Raise Manhole: 1 EA @ 200/EA = $200.
STORM SEWER
15" Po]y Pipe: 27 LF @ $24/LF = $648.
24" CL III RCP: 16 LF @ $35/LF = $560
Remove & Rep]ace/Re]coate Exist 24" RCP: Lump Sum = $1,000
Type 1-C M.H. = 1EA $1,500/EA = $1,500
Break Into Exist. M.H.: 1EA @ $500/EA = $500
Type "S" Inlet, L=12': 1 EA @ 3,000/EA = $3,000
Raise Manhole: 2 EA @ $200/EA = $400
This is an estimate only. Actual Construction costs may vary. This estimate
may not include a]] construction costs.
PREPARED BY: J. WILKERSON February 23, 1995
DATE
FIRM: KLH ENGINEERING CONSULTANTS, INC.
City of Pueb]o DATE
PAGE 4 OF 8
Book: 2791 Page: 127 Chris C. Nunoz
Page: 10 of 13 Pueblo Co. Clk.&/ec.
SUBDIVISION IMPROVEMENT AGREEMENT
EXHIBIT "B"
SUBDIVISION NAME: GATEWAY PLAZA
DEVELOPER: JAMES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
FORTINO BLVD. WEST (FUTURE WIDENING) CONT'D
TRAFFIC CONTROL: Lump Sum = $1,500.
STRIPING: Lump Sum = $1,500.
RELOCATE STREET LIGHTS: 2 EA @ $500/EA = $1,000.
TOTAL 78,827.
LESS CSECU ESCROW 9,574.
NEW TOTAL 67,253.
x 0.75
DEVELOPER RESPONSIBILITY (75%) $50,440.,
*Deposit and Approved escrow agreement or letter of credit is required for
this ob]iSation prior to issuance of any Certificate of Occupancy within this
subdivision. Fortino Blvd. West will be installed at City's direction upon
availability of funds from other developers or Colorado Department of
Transportation.
This is an estimate only. Actual Construction costs may vary. This estimate
may not include all construction costs.
PREPARED BY: J. WILKERSON February 23, 1995
DATE
FIRM: KLH ENGINEERING CONSULTANTS, INC.
Cit of Pueblo DATE
Approved and Accepted James E >['' DATE
PAGE 5 OF 8
Book: 2791 Page: 128 Chrls C. Munoz
Page: 11 of 13 Pueblo Co. Clk.&Bec.
SUBDiVISiON IMPROVEMENT AGREEMENT
EXHIBIT "B'~
SUBDIVISION NAME: GATEWAY PLAZA
DEVELOPER: JAMES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
OUTLOOK BLVD (WEST 1/2 OF STREET ONLY)
ASPHALT: 1730.2 SY @ $13.50/SY = $23,358.
CONCRETE
6" STD C & G: 354.1LF @ $7.50/LF = $2,656.
Square Pans: 6 EA @ $800/EA = $4,800.
Handicap Ramps: 6 EA @ $700/EA = $4,200.
Cross Pans: 832 SF @ $3.50/SF = $2,912.
6' Sidewalk: 354.1LF @ $12/LF = $4,249.
SANITARY SEWER
8" PVC: 845.2 LF @ $19/LF = $16,059.
48" DIA. MH: 4 EA @ $1,200/EA = $4,800.
Services: 1EA @ $400/EA = $400.
Concrete Encasement: 20 LF @ $15/LF = $300.
WATER
Tie-In to Exist 12" Main: 1EA @ $1500/EA = $1,500
12" PVC: 781LF @ $21/LF = $16,401
12" Gate Value: 2 EA @ $1050/EA = $2,100
Permanent Blow-Off: 1EA @ $650/EA = $650
Services: 2 EA @ $400/EA = $800
Fire Hydrant Assembly: 1EA @ $2300/EA = $2,300
PUBLIC STORM SEWER
18" Po]y Pipe: 15 LF @ $27.50/LF = $413
24" Po]y Pipe: 241.3 LF @ $35/LF = $8,446
48" CL II RCP: 200 LF @ $90/LF = $18,000
48" FES: 1EA @ 1000/EA = $1,000
Type 1-B MH: 2 EA @ $1300/EA = $2,600
Type 1-O MH: 2 EA @$1500/EA = $3,000
Conc. Encasement @ Water Line: 12 LF @ $15/LF = $180
Rip Rap: 20.4 CY @ $50/CY = $1,020
This is an estimate only. Actual Construction costs may vary. This estimate
may not include a]] construction costs.
PREPARED BY: J. W I LKERSON February 23, 1995
DATE
F I RM: KLH ENG I NEER I NG CONSULTANTS, INC.
City of Pueblo DATE
PAGE 6 OF 8
Book: 2791 Page: 129 Chrls C. Munoz
Page: 12 of 13 Pueblo Co. Clk.&Rec.
SUBDIVISION IHPROVEHENT AGREEHENT
EXHIBIT "B"
SUBDIVISION NAHE: GATEWAY PLAZA
DEVELOPER: JAHES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
OUTLOOK BLVD. CONT'D
PRIVATE STORH DRAIN
14" x 23" HE - V RCP: 37.5 LF @ $50/LF = $1,875.
STREET LIGHTS: 2 EA @ $1300/EA = $2,600.
BARRICADES L = 24'): 1 EA @ $800/EA = $800.
OUTLOOK BLVD. TOTAL = $127,419.
HISCELLANEOUS
PRIVATE SANITARY SEWER (SITE)
8" PVC: 452.9 LF @ $19/LF = $8,605.
6" Cleanout: 1EA @ $300/EA = $300.
48" DIA. HH: 1EA @ $1,200/EA = $1,200.
4" Services: 3 EA @ $600/EA = $1,800.
SUB TOTAL = $11,905.
PRIVATE WATER HAtN (TO LOTS 1 AND 2)
6" PVC: 305 LF @ $12/LF = $3,660.
Permanent Blow-Off: 1EA @ $650/EA : $650
6" Gate Valve: 1EA @ $500/EA = $500
Service (55'): 1EA @ $400/EA = $400
Service (180'): 1EA @ $800/EA = $800
Fire Hydrant Assymbly: 1EA @ $2300/EA = $2,300
Cut & Patch Asphalt: 270 LF @ $30/LF = $8,100
3/4" PHS Overlay (in Fortino West): 55 SY @ $5.00/SY = $275
SUB TOTAL = $16,685.
PRIVATE STORH DRAIN (ACROSS SITE)
14" X 23" HE-V RCP: 322.2 LF @ $50/LF = $16,110.
30" Poly: 171.7 LF @ $50/LF = $8,585.
29" x 45" HE-V RCP: 341.5 LF @ $100/LF = $34,150.
This is an estimate only. Actual Construction costs may vary. This estimate
may not include all construction costs.
PREPARED BY: J. WILKERSON February 23, 1995
DATE
F I RH: KLH ENG I NEER I NG CONSULTANTS, INC.
REviEwED BY:
City of Pueblo DATE
PAGE 7 OF 8
Book: 2791 Page: 130 Chrls C. Nunoz
Page: 13 of 13 Pueblo Co. Clk.&Rec.
SUBDIVISION IMPROVEMENT AGREEMENT
EXHIBIT "B"
SUBDIVISION NAME: GATEWAY PLAZA
DEVELOPER: jAMES E. O'NEAL
ENGINEER: KLH ENGINEERING CONSULTANTS, INC.
MISCELLANEOUS CONT'D.
PRIVATE STORM DRAIN CONT'D
42" OLIII ROP: 129.7 LF @ $75/LF = $9,728
Type "S" Inlet, L=t5': 1EA @ $3,400/LF = $3,400
Modified Type "S" inlet, L=10': 1EA @ $2800/LF = $2,800
Modified Type 'iS" inlet, L=15': 3 EA @ $3,600/LF = $10,800
Construct Temp Swale To Det. Basin: Lump Sum = $3,000
Rip Rap in Temp. Swale: 350 CY @ $50/CY = $17,500
Regrade/Restore Exist. Temp Swale East of Outlook B]vd: Lump Sum = $2,000
SUB TOTAL = $108,073.
STORM SEWER (EAST LINE GATEWAY 2ND FILING)
15" CL IV RCP: 80 LF @ $25/LF = $2,000.
18" Po]y: 105.7 LF @ $27.50/LF = $2,907.
30" Poly: 219.8 LF @ $50/LF = $10,990.
Modified Type "S" Inlet, L = 4': 1EA @ $1,400/EA = $1,400.
Type "S" Inlet, L = 4': 1 EA @ $1,200/EA = $1,200.
Type 1-B MH: 1EA @ $1,300/EA = $1,300.
SUB TOTAL = $19,797.
FUTURE PUBLIC STORM DRAIN @ NO. END OUTLOOK BLVDo
(Construct When Development Proceeds North)
14" x 23" HE V RCP: 23.1LF @ $50/LF = $1,155.
18" Po]y: 4.3 LF @ $27.50/LF = $119.
24" Poly: 53 LF @ $35/LF = $1,855.
Type "S" inlet, L = 12': 1 EA @ $3,000 = $3,000.
Conc. Encasement: 4 LF @ $15/LF = $60.
Type I-B MH: 1EA @ $1,300/EA = $1,300.
Rip Rap: 11CY @ $50/CY = $550.
SUB TOTAL = $8,039.~
MISCELLANEOUS TOTAL = $164,499.
GRAND TOTAL = $420,886.
· Approved escrow agreement or letter of credit is required for this
obligation prior to issuance of any Certificate of Occupancy within this
subdivision
This is an estimate only. Actual Construction costs may vary. This estimate
may not include all construction costs.
PREPARED B'Y: J. W I LKERSON February 23, 1995
DATE
F I RM: KLH ENG t NEER I NG CONSULTANTS, INC.
City of Pueblo DATE
PAGE 8 OF 8