final summary report drainage system evalutation phase ii · ase ii, cost estimate location:...
TRANSCRIPT
![Page 1: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/1.jpg)
Location: Concentration Point: Outfall ID:
24" Diam. Storm Drain
142" Diam. Storm Drain
4 8 Diam. Storm Drain
160" Diam. Storm Drain
84" Diam. Storm Drain
1 pavement Replacement
Right of Way Acquisition
McDowell Road - Power Road to Recker 089B- combined MH935
I I I I I I I L.F. I $75 1 1,320 1 720
I
L.F. 1 $100 1 1.320 1 I I I
I I I I I
L.F. 1 $1 15 I
1
a n a t a I I
L.F. 1 $180 I 1 I 1 I
L.F. $200
I
Each 1 $2.500 1 I a
18.0 18.0 I 5.0
I I I I I I Sq. Yds.1 $30 2093 1 1917 475
il I I 1 1 I n
Each 1 $1,500 1 I I I
"Unit Cost Includes Factor for Utility Relocation
![Page 2: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/2.jpg)
130 Diam. Storm Drain I I
142" Diam. Storm Drain I i I
I L.F. 1 $115 I
184" Diam. Storm Drain I
I L.F. 1 $200
l~avement Replacement 1 Sq. Yds. 1 $30 I
1
SUBTOTAL I
*Unit Cost lncludes Factor for Utility Relocation
![Page 3: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/3.jpg)
Location: Power Road - Future Re Mountain Freeway to McDowell Road
Concentration Point: 097B Ouffall ID: MH935
TOTAL COST $522,437
Cost includes Factor for Utility Relocation
![Page 4: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/4.jpg)
Location: Power Road - McDowell Road to McKellips Roa Concentration Point: 098B Outfall ID: MH98B
*Unit Cost lncludes Factor for Utility Relocation
![Page 5: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/5.jpg)
i
Power Road - McKellips Road to Brown Road Concentration Point: 099B
"Unit Cost Includes Factor for Utility Relocation
![Page 6: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/6.jpg)
CI MESA, Location: Concentration Point: Outfall ID:
124" Diam. Storm Drain
30" Diam. Storm Drain
142" Diam. Storm Drain
160" Diam. Storm Drain
I~anhole (complete)
Power Road - Brown Road to Adobe
I I I I I I
L.F. 1 $75 1 2,640 1 I 1 I i
L.F. 1 $80 I
I I
L.F. $1 00 I I
I I I I I L.F. 1 $115
I I I I
L.F. 1 $140 I I I I I I I I I I
L.F. 1 $150 I
L.F. $200
t I I I I I I
Each 1 $2,500 1 18.0 0.0 I I I
Sa. Yds.1 $30 I 1829 1 I I I I I I
Each 1 $3,000 1 5 0
1 I
Sq. Ft. I $3 1 I
*Unit Cost Includes Factor for Utility Relocation
![Page 7: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/7.jpg)
Location: University - Salt-Gila Aqueduct to Sossaman
Concentration Point: 108B Outfall ID: MH624
TOTAL COST PER 112-MILE LENGTH
TOTAL COST $2,276,019
"Unit Cost Includes Factor for Utility ~ekcation
![Page 8: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/8.jpg)
Location: Sossaman - University to Apache Blvd
Concentration Point: 109A - combined Outfall ID:
I I
24" Diam. Storm Drain $75
30" Diam. Storm Drain L.F. $80
36" Diam. Storm Drain L.F. $1 00 f I
42" Diam. Storm Drain I L.F. 1 $115
48" Diam. Storm Drain L.F. $1 30
54" Diam. Storm Drain L.F. $140 I I
3 0 Diam. Storm Drain I L.F. 1 $150 I
36" Diam, Storm Drain $1 70
7 2 Diam. Storm Drain L.F. $1 80
34" Diam. Storm Drain L.F. $200 I 1
36" Diam. Storm Drain I L.F. 1 $220
Zatch Basin (complete) . Each $2,500 I
'avement Replacement Sq. Yds. $30 I I
Manhole (complete) 1 Each b $3,000
SUBTOTAL
Zontingencies 20% Engineering and Constr. Admin. 15%
TOTAL COST PER 112-MILE LENGTH
TOTAL COST --
'Unit Cost Indudes Factor for Utility Relocation
![Page 9: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/9.jpg)
ASE II, COST ESTIMATE Location: Broadway Road - Crismon Road to Ellsworth Road Concentration Point: 117D Outfall ID: HW126A
TOTAL COST $1,392.1 74
"Unit Cost Includes Factor for Utility Relocation
![Page 10: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/10.jpg)
Location: Southern - Ellsworth to Hawes
Concentration Point: Outfall ID:
Laterals 18" Diam. I L.F. I $60 I 720 1 720 I 1 I
TOTAL COST $1,140,642
Includes Factor for Utility Relocation
![Page 11: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/11.jpg)
Location: Hawes - Baseline Road to Guadalupe Roa Concentration Point: I208 Outfall ID:
"Unit Cost Includes Factor for Utility Relocation
![Page 12: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/12.jpg)
I
I
ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID:
--
TOTAL COST $1,003,361
*Unit Cost Includes Factor for Utility Relocation
![Page 13: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/13.jpg)
Location: Southern Road - Crismon oad to Ellsworth Road Concentration Point: 068A
Outfall ID: MH2068
*Unit Cost Includes Factor for Utility Relocation
![Page 14: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/14.jpg)
Location: Ellsworth - US 60 to Baseline Concentration Point: 1278 Outfall ID: MH513
TOTAL COST $556,497
*Unit Cost Includes Factor for Utility Relocation
![Page 15: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/15.jpg)
CI Location: Univeristy - Signal Butte Road to Crismon Road Concentration Point: 132B Outfall ID:
24"Diam. Storm Drain L.F. $75
1 30" Diam. Storm Drain L.F. 1 $80
I I 42" Diam. Storm Drain I L.F. 1 $115
1 48" Diam. Storm Drain L.F. 1 $130
184" Diam. Storm Drain I
I L.F. ) $200
9 6 Diam. Storm Drain L.F. $220
Headwall (complete) 1 Each 1 $1,500 I I
'Unit Cost Includes Factor for Utility Relocation
![Page 16: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/16.jpg)
Ilocation: Crismon Road - 114-mile north of Brown Road to approximately Boise Street /Concentration Point: 133~-corn bined
TOTAL COST $2,928,825
'Unit Cost includes Factor for Utility Relocation
![Page 17: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/17.jpg)
AS€ II, COST ESTIMATE
Location: Southern - 112-mile east of Crismon Road to Crismon Road
Concentration Point: 1348 Outfall ID: HW126D-S
72'" Diam. Storm Drain
TOTAL COST PER IM-MILE LENGTH 1 $482,720 1 $0 I $0 I $0 I $0 I $0
TOTAL COST $482.720
*Unit Cost includes Factor for Utility Relocation
![Page 18: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/18.jpg)
Location: Southern - Signal Butte Road to 112-mile west of Signal Butte Road Concentration Point: 134D Outfall ID:
66" Diarn. Storm Drain
![Page 19: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/19.jpg)
Location: Road to Crisrnon Road
Concentration Point: 1355 Outfall ID:
TOTAL COST PER IM-MILE LENGTH 1 $507,668 1 $480,695 1 $0 I $0 I $0 I $0 TOTAL COST $988,362
Cost Includes Factor for Utility Relocation
![Page 20: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/20.jpg)
Location: Concentration Point: Outfall ID: MH4546
24" Diam. Storm Drain L.F. $75 I .
30" Diam. Storm Drain I L.F. 1 $80 1,320 I 8
I I I I 36"Diam. Storm Drain 1 L.F. 1 $100 1 2,640 1 1,320
42" Diam. Storm Drain L.F. $1 15 I
48" Diam. Storm Drain L.F. 1 $130 i
I I I I 54" Diam. Storm Drain 1 L.F. 1 $140
60" Diam. Storm Drain L.F. $1 50
66" Diam. Storm Drain L.F $1 70
I
72" Diam. Storm Drain L.F. $1 80 I I I a
84" Diam. Storm Drain 1 L.F. 1 $200 I I
96" Diam. Storm Drain L.F. $220 1 a a I
Catch Basin komplete) 1 Each 1 $2,500 1 18.0 I 18.0
Pavement Re~lacement Sa. Yds. $30 2061 1973 I
Manhole (complete) Each $3,000 1 4 4 I . 1 I
Headwall (comolete) I Each i $1,500 1
Right of Way Acquisition Sq. Ft. I $3 I . I I
SUBTOTAL
Contingencies I 20% $83,046 1 $77.238 Engineering and Constr. Admin. 1 15% 1 $62,285 1 $57,929 --
TOTAL COST PER 112-MILE LENGTH $560,561 1 $521.357
TOTAL COST
![Page 21: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/21.jpg)
Location: oad - 114-mile north of Brown Road to Apache Blvd Concentration Point: 141A - combined
Outfall ID: MH4546
124" Diam. Storm Drain I I
$75
3 6 Diam. Storm Drain L. F. $1 00
172 Diam. Storm Drain t I
1 L.F. 1 $180
Pavement Replacement Sq. Yds. $30
I I
I SUBTOTAL
*Unit Cost Includes Factor for Utility Relocation
![Page 22: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/22.jpg)
MESA, Location: . Broadway Road - Meridian Road to Mountain Road Concentration Point: 141d Outfail ID: HW141 D
3 6 Diam. Storm Drain L.F. $1 00
42" Diam. Storm Drain L.F. $115 I 1
48" Diam. Storm Drain I L.F. 1 $130
54" Diam. Storm Drain L.F. $140
60" Diam. Storm Drain L.F. $1 50
66" Diam. Storm Drain L. F $1 70
I 8
72" Diam. Storm Drain I L.F. 1 $180
84" Diam. Storm Drain L.F. $200
9 6 Diam. Storm Drain 1 L.F. 1 $220 a 8
I I Catch Basin (complete) 1 Each 1 $2,500
Pavement Replacement Sq. Yds. $30 I
Manhole (complete) 1 Each $3,000 I I I
Headwall (complete) I Each 1 $1,500
I
SUBTOTAL
Contingencies 20% Engineering and Constr. Admin. 15%
TOTAL COST PER 112-MILE LENGTH
TOTAL COST
![Page 23: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/23.jpg)
T ESTIMATE Southern - Salt-Gila Aqueduct to Signal Butte Road 142B
Outfall ID: HWl34D-S
TOTAL COST $642,047
l ncludes Factor for Utility Relocation
![Page 24: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/24.jpg)
Concentration Point: 143B Outfail ID: MH317B-S
*Unit Cost Includes Factor for Utility Relocation
![Page 25: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/25.jpg)
Concentration Point: 31 2B- corn bined
Laterals 18" Diam. I L.F. I $60 1 720 1 720 I 720 I 720 720 I
I TOTAL COST $2,942,690
*Unit Cost Includes Factor for Utility Relocation
![Page 26: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/26.jpg)
IMA Location: Sossaman Road - Guadalupe Road to Elliot Roa Concentration Point: 31 3 Outfall ID: MH313BS
TOTAL COST I-- -
*Unit Cost Includes Factor for Utility Relocation
![Page 27: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/27.jpg)
Concentration Point: 31 4B Outfall ID: MH313C-S
*Unit Cost Includes Factor for Utility Relocation
![Page 28: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/28.jpg)
Location: Concentration Point: Ouffall ID:
130" Diam. Storm Drain
36 Diam. Storm Drain
148 Diam. Storm Drain
54" Diam. Storm Drain
184" Diam. Storm Drain
96 Diam. Storm Drain
Catch Basin (complete)
Pavement Replacement
l~eadwall (complete)
Signal Butte Road - aseline Road to Elliot Road 3178- combined MH317B-S
I I I I SUBTOTAL 1 $496,530 1 $452,070 1 $400,590 1 $365,310 1 $0 I $0
Engineering and Constr. Admin. I 15% $74,480 $67,811 $60,089 $54,797 $0 $0 TOTAL COST PER 112-MILE LENGTH $670,316 $61 0,295 $540,797 $493,169 $0 $0
I TOTAL COST
*Unit Cost Includes Factor for Utility Relocation
![Page 29: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/29.jpg)
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Prepared 8/6/99 Page I
I EXHIBIT "A" I ---- .--- - - - ' ITEM UNITS UNIT QUANTITY " AMOUNT
DESCRIPTION' COST '
I I I I I stimated Cost I 1 $6,'l'l2,510 1
![Page 31: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/31.jpg)
Prepared 8/6/99 Page2of I?
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Prepared 8/6/99 Page 3 of I 1
I I I I I I I
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Prepared 8/6/99 4of11
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Prepared 8/6/99
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Prepared 8/6/99 6of11
INAGE STUDY - HASE 11, C.I.P. COST
1 Total Estimated Cost
![Page 36: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/36.jpg)
Prepared 8/6/99 7of11
![Page 37: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/37.jpg)
Prepared 8/6/99 8 o f I 1
EXHIBIT "H"
oncrete Headwal
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Prepared 8/6/99 9of11
15" Diam, RGRCP
I
Pavement Replacement. Sq. Yds. $30 I
![Page 39: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/39.jpg)
Prepared 8/6/99 10 of I 1
MESA DRAINAGE STUDY - PHASE II, C.I.P. COST ESTIMATE
UNIT QUANTITY AMOUNT COST f
ITEM
DESCRIPTION
Catch Basin (complete) 1 I Each Manhole (complete) I I Each
Each Concrete Headwall I I
15" Diam. RGRCP I I L.F. L.F. 18" Diam. RGRCP 1 I
24" Diam, RGRCP I I L.F. L.F. 30" Diam. RGRCP I I
36" Diam. RGRCP I 1 L.F. L.F.
48" Diam.RGRCP 72" Diam. RGRCP
L.F. L.F.
Pavement Replacement Sq. Yds.
I I I
Remove Conc. Ditch Lining Remove Existing Headwall, Tie-in 15" Conn.
S.Y. Lump Sum
Each Each
Install Drain. Scupper I Install Catch Basin and Connector Pipe Sawcut Existing Box Culverts and Remove Install Transition New to Exist. Box Culvert
Lump Sum Lump Sum
Excavate Existing Ground and Provide Structural Backfill for Culverts Lump Sum Construct Box Culvert Transition 80th St. Construct Junction Structure
Lump Sum
at Hawes and Southern I Construct Concrete Lined Channel
Lump Sum S.F.
Construct Box Culv.and Headwall Wing Construct Double Box Culvert Construct Triple Box Culvert
Lump Sum L.F. L.F.
Estimated Cost I I Contingencies 20% Engineering and Construct. Adrnin. 15%
Total Estimated Cost
![Page 40: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/40.jpg)
Prepared 8/6\99 I 1 of I 1
EXHIBIT "K" -------. . - - , .
. ITEM ' UNITS UNIT QUANTITY ' ' AMOUNT DESCRIPTION COST. .
Catch Basin (complete) Each $2,500 Manhole (complete) Each $3.000 - - I
Concrete Headwall Each $1,500
72" Diam. RGRCP L.F. $1 50
Concrete Box Culvert (3) - 10'x 6'X 180' C.Y. $370 594 $21 9,780 Concrete Box Culvert (3) - 10'x 6'X 90' C.Y. $370 207 $76,590
I . .
EarthworWChannel Excavation C.Y. $1 1 48256 $530,816 Remove Existing Channel L.F. $110 80 $8,800 Concrete ~ h a n ~ e l Lining (8"-10")
u
C.Y. $370 576 $213,120 Headwalll Inlet Structure / C.Y. $1 80 300 $54,000
![Page 41: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/41.jpg)
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Prepared: 6/21/99
Total Estimated Cost
![Page 43: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/43.jpg)
Prepared 6/21 I99
Total Estimated Cost
![Page 44: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/44.jpg)
Prepared 6/21/99
ITEM UNITS UNIT QUANTITY AMOUNT DESCRIPTION COST
![Page 45: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/45.jpg)
Prepared 6/21/99
![Page 46: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/46.jpg)
Prepared 612 1 /99
ITotal Estimated Cost 1 1 $2,376,1151
![Page 47: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/47.jpg)
Prepared 6/21 199
l ~o ta l Estimated Cost /
![Page 48: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/48.jpg)
Prepared 612 1/99 7of 17
![Page 49: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/49.jpg)
Prepared 6121199
ITEM UNITS UNIT QUANTITY AMOUNT DESCRIPTION COST
l ~ o t a l Estimated cost (
![Page 50: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/50.jpg)
Prepared 6/24 199
![Page 51: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/51.jpg)
Prepared: 6/21 199
Freeway Basin 2
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Prepared 6/2 1/99
Total Estimated Cost
![Page 53: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/53.jpg)
Prepared 6/21/99
l ~o ta l Estimated Cost (
![Page 54: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/54.jpg)
Prepared 6121199
l ~o ta l Estimated Cost
![Page 55: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/55.jpg)
Prepared 6/21 199
l~ota l Estimated Cost I
![Page 56: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/56.jpg)
Prepared 6/21/99
ITotal Estimated Cost
![Page 57: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/57.jpg)
Prepared 6/21 199
Total Estimated Cost
8
ITEM DESCRIPTION
t
UNITS UNIT COST
QUANTITY AMOUNT
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Prepared 6121199
I ~ o t a l Estimated Cost I
![Page 59: Final Summary Report Drainage System Evalutation Phase II · ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID: -- TOTAL COST $1,003,361 *Unit Cost Includes Factor](https://reader033.vdocuments.mx/reader033/viewer/2022050601/5fa83b48207612594b1d1a27/html5/thumbnails/59.jpg)
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2300 ow SCPlf H FEET
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TETRR-d,N,C. 1 NFRASTRU >
f
4600 South MI l l Avenue, Sul t e 200, Tenpe, AZ 85282 RD
I I I I jl I I I (602) 491-1393 FAX (602) 491-13% slatenpehol . cm
ELUOT
&l$IClT RD ~ 1 - -d
SIPHON DL,,.. RETENTION BASIN
POWERUNE RETENTION BASIN
GENERAL MOTORS I
+A,--& a
0 4000' 8000' - SCALE: I"= 4000'
LEGEND
MISTING STORM DRAIN PIPE
MISTING UNED CHANNEL
MISTING UNUNED CHANNEL
MISTING RETENTION AREAS
PROPOSED UNED CHANNEL LAS SENDAS DRAINAGE MASTER PLAN ( W T . 1993)
PROPOSED UNUNED CHANNEL LAS SENDAS DRAINAGE MASTER PLAN ( W T . 1993)
PROPOSED RETENTION AREAS LAS SENDAS DRAINAGE MASTER PLAN ( W T . 1993)
PROPOSED STORM DRAIN COM 5-32 EAST MESA AREA DRAIN$ MA& P h N (JULY 1998)
----------- PROPOSED UNED CHANNEL (COM 5 32 LW MESA AREA DRAINAGE MA& id (JULY 1998)
PROPOSED UNUNED CHANNEL COM 5-32 EAST MESA AREA DRAINAGE M ! I d L A N IJULY 1998)
PROPOSED DETENTION BASINS COM 195-32 EAST MESA AREA DRAINAGE MkSTER PLAN )JULY 1998)
PROPOSED STORM DRAIN COM 4-25 SPOOK HILL AREA DRAINA~ M A % R s L D y (Ea 1987
----------- PROPOSED L M E dr CHANNEL COM p 2 5 ) SPOOK HILL AREA DRAINAGE MLSTER STUDY (KB. 1987
PROPOSED DETENTION BASINS COM SPOOK HILL AREA DRAINAGE M!%TER%%)(EB. 1987
PROPOSED STORM DRAIN 2 0 1 MA 13) RED MOUNTAIN !TEEWAY L 1 9 9 4
----------- PROPOSED LINED CHANNE 2 0 1 MA 013) RED MOUNTAIN !TEEWAY IDLC. 1998)
PROPOSED UNUNED CHANNEL ( 2 0 1 MA 013) RED MOUNTAIN !TEEWAY (DEC. 1998)
PROPOSED DETENTION BA NS ( 2 0 1 MA 013) RED MOUNTAIN !TEEWAY BDEC. 1998)
PROPOSED STORM DRAIN COM 1-04 EAST PDE STCRIYATER k A I N A g S d Y (MAY 1981)
------ MESA CITY LIMITS o STORM DRAIN TIE - IN AT IRRIGATION STRUCTURE
THE MISTING DRAIN S m S WOW ARE LIMITED TO PIPES 24 INCHES AND URGER LDCATED IN ARTERIAL STREETS AND CERTAIN HALF MIE STREETS R ~ O Z m THE am OF MESA
I !STORM DRAIN DATABASE FOR ADDITIONAL STORM DRAIN INFORMATION.
EXHIBIT "A"
City of Mesa EXISTING AND CURRENTLY
PROPOSED STORM DRAINAGE SYSTEM SEPTEMBER 1999
REFERENCE C.O.M. STORM DRAIN SYSTEM W M E S 1 THRU 9 (EXISTING SYSEM)
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a Z
4600 South MI l l Avenue, Sul t e 200, Tenpe, AZ 85282 (602) 491-1393 FAX (602) 491-13% slatenpehol. cm
THOMAS
MCDOWELL
GU AD ALUPE
LEGEND
- CIP PROXCT UNDER STUDY / DESIGN - NOT PART OF M I S STUDY PROPOSED STORM DRAIN
EXISTING STORM DRAIN PIPE
EXISTING UNED CHANNEL
EXISTING UNUNED CHANNEL
EXISTING RETENTION AREAS
MESA CITY LIMITS
PROPOSED UNED CHANNEL LAS W D A S DRAINAGE MASTER PLAN (SEPT. 1993)
PROPOSED UNUNED CHANNEL LAS W D A S DRAINAGE MASTER PLAN (SEPT. 1993)
C3 PROPOSED RETENTION AREAS LAS W D A S DRAINAGE MASTER PLAN (SEPT. 1993)
PROPOSED STORM DRAIN CDM 5-32 EAST MESA AREA D R w E r MA&R PI!AN (UY 1996
PROPOSED UNED CHANNEL COM 5-32 EAST MESA AREA DRAINAGE( MAS# P d (JJLY 1996
PROPOSED UNUNED CHANNEL COM 5-32 EAST MESA AREA DRAINAGE M!4STE&LAN 1JJLY 1996
PROPOSED DETENTION BASINS COM /95-32 EAST MESA AREA DRAINAGE M h R PLAN (JJLY 1996
PROPOSED STORM DRAIN CDM spar HILL AREA ORWd ~ K 2 L D y (m 198
PROPOSED LEVEE & CHANNEL CDM #64-25) Eprm HILL AREA DRAINAGE M k STUDY 196
PROPOSED DETENTION BASINS CDM spar HILL AREA DRAINAGE M!6&$(W. 196
PROPOSED STORM DRAIN 2D2L MA 013) D.O.T. STATE HIMWAY (D& 1998)
PROPOSED UNED CHAN EL (202L A 013) D.0.T. STATE HIMWAY YDEc. 1998j'
PROPOSED UNUNED CHANNEL 2 0 MA 013) D.O.T. STATE HIMWAY (DEC. 1b9#
PROPOSED DETENTION B SINS 20 MA 013) D.O., STATE HIMWAY 1 1 9 8 y DRAINAGE AREA DELINEATION CONCENTRATION PDINT
THE MlSllNG rn MIAN S m S WOW ARE LIMITED TO PIPES 24 INCHES AND LARGER -TED IN ARTERIAL STREETS AND CERTAIN HALF MIE STREETS u r n m THE am OF MESA rn MIAN DATABASE FOR m l n o w L STORM MIAIN INFMIMATIW.
EXHIBIT "B" City of Mesa
PROPOSED STORM DRAINS AND DRAINAGE AREA MAP
SEPTEMBER 1999