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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