final summary report drainage system evalutation phase ii · ase ii, cost estimate location:...

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

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

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

Location: Power Road - McDowell Road to McKellips Roa Concentration Point: 098B Outfall ID: MH98B

*Unit Cost lncludes Factor for Utility Relocation

i

Power Road - McKellips Road to Brown Road Concentration Point: 099B

"Unit Cost Includes Factor for Utility Relocation

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

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

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

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

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

Location: Hawes - Baseline Road to Guadalupe Roa Concentration Point: I208 Outfall ID:

"Unit Cost Includes Factor for Utility Relocation

I

I

ASE II, COST ESTIMATE Location: Concentration Point: 1248 Outfall ID:

--

TOTAL COST $1,003,361

*Unit Cost Includes Factor for Utility Relocation

Location: Southern Road - Crismon oad to Ellsworth Road Concentration Point: 068A

Outfall ID: MH2068

*Unit Cost Includes Factor for Utility Relocation

Location: Ellsworth - US 60 to Baseline Concentration Point: 1278 Outfall ID: MH513

TOTAL COST $556,497

*Unit Cost Includes Factor for Utility Relocation

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

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

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

Location: Southern - Signal Butte Road to 112-mile west of Signal Butte Road Concentration Point: 134D Outfall ID:

66" Diarn. Storm Drain

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

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

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

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

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

Concentration Point: 143B Outfail ID: MH317B-S

*Unit Cost Includes Factor for Utility Relocation

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

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

Concentration Point: 31 4B Outfall ID: MH313C-S

*Unit Cost Includes Factor for Utility Relocation

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

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

Prepared 8/6/99 Page2of I?

Prepared 8/6/99 Page 3 of I 1

I I I I I I I

Prepared 8/6/99 4of11

Prepared 8/6/99

Prepared 8/6/99 6of11

INAGE STUDY - HASE 11, C.I.P. COST

1 Total Estimated Cost

Prepared 8/6/99 7of11

Prepared 8/6/99 8 o f I 1

EXHIBIT "H"

oncrete Headwal

Prepared 8/6/99 9of11

15" Diam, RGRCP

I

Pavement Replacement. Sq. Yds. $30 I

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

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

Prepared: 6/21/99

Total Estimated Cost

Prepared 6/21 I99

Total Estimated Cost

Prepared 6/21/99

ITEM UNITS UNIT QUANTITY AMOUNT DESCRIPTION COST

Prepared 6/21/99

Prepared 612 1 /99

ITotal Estimated Cost 1 1 $2,376,1151

Prepared 6/21 199

l ~o ta l Estimated Cost /

Prepared 612 1/99 7of 17

Prepared 6121199

ITEM UNITS UNIT QUANTITY AMOUNT DESCRIPTION COST

l ~ o t a l Estimated cost (

Prepared 6/24 199

Prepared: 6/21 199

Freeway Basin 2

Prepared 6/2 1/99

Total Estimated Cost

Prepared 6/21/99

l ~o ta l Estimated Cost (

Prepared 6121199

l ~o ta l Estimated Cost

Prepared 6/21 199

l~ota l Estimated Cost I

Prepared 6/21/99

ITotal Estimated Cost

Prepared 6/21 199

Total Estimated Cost

8

ITEM DESCRIPTION

t

UNITS UNIT COST

QUANTITY AMOUNT

Prepared 6121199

I ~ o t a l Estimated Cost I

2300 ow SCPlf H FEET

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)

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