2018 Capital Improvement Plan

PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

WALNUT

CONNECT TO 6"
ON LINDEN PARK LANE

CONNECT TO 6"
ON LINDEN ST.

LINDEN

«¬25

6-INCH WATER LINE LINDEN PARK
LOOP

MYRTLE

SABIE RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

WHITTINGTON

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #25

TAIN 6" LINDEN PARK LOOP JASPER

CITY OF HOT SPRINGS, ARWEST CRORAINSOKTE ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS
0 55 110 220 330 440
CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
Feet User Community

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #25 - LINDEN PARK LOOP - LINDEN ST TO LINDEN PARK LANE

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 740
3 Ashpalt Resurfacing EA 2 $30 $22,200
LF 315 $12,400

$75 $23,625

Construction Cost Estimate $58,000
30% Contingency $17,400
$11,600
20% Engineering, Legal, Environmental, Admin. $87,000
TOTAL COST ESTIMATE

PIPE DIAMETERS

2 Inch 10 Inch 18 Inch
4 Inch 12 Inch 20 Inch
24 Inch
BEARD 6 Inch 14 Inch 30 Inch
ANNA 8 Inch 16 Inch
BAXTER
ALBERT PIKE SOUTH

AFTON CONNECT TO 12"
ON SUMMER

CONNECT TO 6"
ON AFTON ST.

PATTERSON «¬GREENWOOD CENTERVIEW
26 SUMMER
CONNECT TO 6" 6-INCH WATER LINE
ON GREENWOOD LOOP ALONG GREENWOOD

«¬27 IRA

6-INCH WATER LINE CONNECT TO 6" FRANCIS
LOOP ON IRA STREET

PINEWOOD PLAIN

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROHVEELMENENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT 26 & 27

6" GAP ON GREENWOOD & 6" PATTERSON ST. & IRA ST. LOOP

BESS

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440
JUNE, 2018
Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #26 - GREENWOOD LOOP - AFTON ST TO SUMMER ST

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 870
3 Ashpalt Resurfacing EA 2 $30 $26,100
4 Concrete surface repair LF 870 $12,400
LF 240
5 Miscellaneous & Incidential LS $75 $65,250
$55 $13,200

$5,000

Construction Cost Estimate $122,000
30% Contingency $36,600
$24,400
20% Engineering, Legal, Environmental, Admin.
TOTAL COST ESTIMATE $183,000

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #27 - PATTERSON ST TO IRA ST LOOP - ALONG PATTERSON ST AND IRA ST.

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 690
3 Ashpalt Resurfacing EA 2 $30 $20,700
4 Concrete surface repair LF 350 $12,400
LF 340
5 Miscellaneous & Incidental LS $75 $26,250
$55 $18,700

$5,000

Construction Cost Estimate $83,000
30% Contingency $24,900
$16,600
20% Engineering, Legal, Environmental, Admin. $125,000
TOTAL COST ESTIMATE

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS 18 Inch
BLUE = MIDTERM IMPROVEMENTS 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

GRAND

CONNECT TO 6"
ON WESTOVER

WESTOVER

MCCAFFERTY ¬«28

6-INCH WATER LINE
LOOP ALONG PEARL ST.

WOOD PEARL

CONNECT TO 20" WATER MAIN
ON WOOD STREET

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #28

6" PEARL STREET LOOP

CITY OF HOT SPRINGS, AR CRISNTOLEES NGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS
0 55 110 220 330 440
CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
Feet User Community

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #28 - PEARL ST LOOP - WESTOVER TO WOOD STREET

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 500
3 Ashpalt Resurfacing EA 2 $30 $15,000
4 Miscellaneous & Incidential LF 500 $12,400
LS
$75 $37,500
$5,000

Construction Cost Estimate $70,000
30% Contingency $21,000
$14,000
20% Engineering, Legal, Environmental, Admin. $105,000
TOTAL COST ESTIMATE

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS 18 Inch
BLUE = MIDTERM IMPROVEMENTS 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

CONNECT TO 6"
ON FAWN STREET

«¬29 FAWN

6-INCH WATER LINE
LOOP ALONG SHELBY ST.

CONNECT TO 6" SHELBY
ON LACEY ST. ETTER
LAWSON
CONNECT TO 6"
ON GRAND AVE.

«¬29
GRAND

6-INCH WATER LINE CONNECT TO 6"
LOOP ALONG GRAND AVE. ON BEARD STREET

WESTOVER

LACEY GARLAND PATTERSON

THORNTON
00009

BEARD
00012
RECTOR

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT# 29

6" GRAND AVENUE & SHELBY STREET LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
HOBCSSONoEuNrSc/eA:irEbCsuOrsiN, DSDUSigL,TitUIaNlSGGDlEoANb,GeUI,NSGEGEeRoSJSUE, NAyeEe,,rEoL2GI0aT1rRTt8hLIDsEt,aRIrGOGCNeK,o,agAnrRadKpthhAieNcsSG,AISS
0 55 110 220 330 440 User Community

Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #29 - GRAND AVE LOOP & SHELBY ST LOOP - LACEY ST TO BEARD ST AND
GRAND AVE TO ETTER ST.

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 1,204
3 Ashpalt Resurfacing EA 4 $30 $36,120
4 Miscellaneous & Incidental LF 1,204 $24,800
LS
$75 $90,300
$5,000

Construction Cost Estimate $156,000
30% Contingency $46,800
$31,200
20% Engineering, Legal, Environmental, Admin.
TOTAL COST ESTIMATE $234,000

MID TERM
IMPROVEMENTS

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS 18 Inch
BLUE = MIDTERM IMPROVEMENTS 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

PURCHASE PROPERTY EXISTING
ADJACENT TO HWY. 70 TANK HIGHWAY 70 WEST
FOR FUTURE TANK SITE 500,000 GALLON ELEVATED
WATER STORAGE TANK

¬«1

AIRPORT

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #1

PURCHASE PROPERTY ADJACENT TO HWY. 70 TANK

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440
JUNE, 2018
Feet

1 inch = 250 feet

PIPE DIAMETERS

2 Inch 10 Inch 18 Inch
20 Inch
BRADY 4 Inch 12 Inch 24 Inch
M6OIUnNchTAIN 14 Inch 30 Inch
16 Inch
8 Inch

LOVIA RAINWATER
KETCHUM
ROYAL PUMP STATION CLEO

«¬2

"/ALBERT PIKE

INSTALL FLOW METER

MEADOW
CREEK

WILLIAMSON
RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #2

ROYAL PUMP STATION IMPROVEMENTS

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS
0 115 230 460 690 920
CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
Feet User Community

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #2 - ROYAL BOOSTER PUMP STATION IMPROVEMENTS

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matt D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity Unit Cost Total Cost

1 Trench & Excavation Safety Systems $1,000
2 Prefab Flow Meter Vault $40,000
3 Yard Piping
4 Asphalt Repairs $5,000
5 Electrical $5,000
6 Telemetry $7,500
$20,000

Contractor Bonds, Mobilization, Overhead, Markup (15%) $12,000
TOTAL CONSTRUCTION COST $91,000
CONTINGENCY (30%) $27,300
ENGINEERING (20%) $18,000
TOTAL COST ESTIMATE $136,000

PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

HYACINTH

CONNECT TO 24" 12-INCH PARALELL
WATER TRANSMISSION MAIN WATER LINE

¬«3HOBSON

CONNECT TO 8"
SOUTH OF HOBSON

MISSION

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #3

12" MISSION STREET LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 10 20 40 60 80
Feet JUNE, 2018

1 inch = 50 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #3 - MISSION STREET PARALELL LINE - CROSSING HOBSON AVE AT MISSION ST

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 12-inch DIP Water Line Unit Cost Total Cost
LF 35
2 8-inch Connection EA 1 $50 $1,750
3 24-inch Connection EA 1 $6,100
3 Ashpalt Street Surface Repair LF 35
4 Miscellaneoue & Incidental Work LS $14,430
$75 $2,625

$5,000

Construction Cost Estimate $30,000

30% Contingency $9,000
20% Engineering, Legal, Environmental, Admin. $6,000
$45,000
TOTAL COST ESTIMATE

PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

PROPOSED 2,500,000 GALLON EXISTING
ELEVATED WATER STORAGE TANK HIGHWAY 70 WEST
O.F. = 710 FT MSL 50,000 GALLON ELEVATED
WATER STORAGE TANK
(REMOVE FROM SERVICE)

«¬4 .!

AIRPORT

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #4

2.5 MILLION GAL. ELEVATED WATER STORAGE TANK HWY. 70

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 115 230 460 690 920
JUNE, 2018
Feet

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #4 - 2,500,000 GALLON WATER STORAGE TANK - ADJ. HWY 70 TANK

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity

1 2,500,000G Elevated Water Storage Tank LS 1 $3,500,000

2 Tank Mixing System LS 1 $80,000
3 Yard Piping LS 1 $225,000
4 Site Work LS 1
5 Logo LS 1 $40,000
7 Miscellaneous & Incidental LS 1 $60,000
8 Telemetry LS 1
9 Electrical LS 1 $5,000
10 Chain Link Fencing LS 1 $40,000
$15,000
$20,000

Construction Cost $3,985,000
10% Contingency $398,500
20% Engineering, Legal, Enviromental, Admin. $797,000

TOTAL COST ESTIMATE $5,180,000

CONNECT TO 20" GRAND
TWINS TANK FILL LINE
CONNECT TO 20"
WOOD WATER TRANSMISSION LINE

GARLAND

«¬5

CONNECT TO 12"
ON SUMMER STREET
AIRPORT
ALBERT PIKE SUMMER

PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

GRAND

20-INCH WATER MAIN CENTRAL
ALONG WOOD STREET
AND GARLAND AVENUE

CONNECT TO 12"
ON CENTRAL AVENUE

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #5

20" PARALLEL LINE ON WOOD STEEET & GARLAND AVENUE

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MASTER PLAN CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS

0 170 340 680 1,020 1,360

Feet

Source: Esri, DigitalGlobe, Ge1oinEcyhe,=E7a5r0thfsetaetr Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, JUNE, 2018 GIS User Community
IGN, and the

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #5 - WOOD STREET/GARLAND AVE PARALLEL WATER MAIN - MASON ST TO
CENTRAL AVENUE

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity
1 20-inch DIP Water Line $140 $1,190,000
LF 8,500
2 20-inch Connection EA 2 $75 $36,940
3 12-inch Connection EA 2 $55 $14,800
4 8-inch Connection EA 2 $4,500 $12,200
5 Ashpalt Resurfacing LF 8,500 $637,500
6 Concrete Resurfacing LF 100
7 Fire Hydrant Assembly EA 1 $5,500
$4,500

Construction Cost Estimate $1,901,000
30% Contingency $570,300
$380,200
20% Engineering, Legal, Environmental, Admin.
$2,852,000
TOTAL COST ESTIMATE

WOODRIDGE PIPE DIAMETERS
IDLEWOOD
2 Inch 10 Inch 18 Inch
ROBINWOOD 4 Inch 12 Inch 20 Inch
24 Inch
CYPRESSVALE 6 Inch 14 Inch 30 Inch
TIRELLI 8 Inch 16 Inch

DRIFTWOOD KERRY
BRIARWOOD
GOSSETT HUDGINS
CONES

HIGHLAND PARK 8-INCH WATER LINE LOOP DAVID GIBBS EDDIEMEE
OMA
CONNECT TO 6" BOAZ CASTLETON
ON RIDGEWAY STREET MARK DOTTIE
SHERRI
KAYLA PLEASANT VALLEY ¬«6
RIDGEWAY
PAULINE

CONNECT TO 6" CONNECT TO 8"
ON APACHE ST. ON PAULINE ST.

SEMINOLE COMANCHE
APACHE
MALVERN FOX RUN
AUTUMNRIDGE MOHAWK

SHAWNEE DINO

RED = NEAR TERM IMPROVEMENTS
BLUE = 10 YEAR IMPROVEMENTS

PURPLE = 20 YEAR IMPROVEMENTS

SAWTODOTIHSOTARK IBUTION8"SYMSATINEMONIMRPIRDOGVEEWMAEYNSTTSR-EIEMTPROVEMENT #6
RIDGE

«¬7 CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC. FAIROAKS
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 115 230 460 690 920

Feet MELWOOD JUNE, 2018

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #6 - RIDGEWAY STREET LOOP - HIGHLAND PARK ST TO PLEASANT VALLEY ST

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 8-inch PVC Water Line Unit Cost Total Cost
LF 2,300
2 8-inch Connection EA 1 $30 $69,000
3 6-inch Connection EA 2 $6,100
4 Ashpalt Street Surface Repair LF 80
5 Route Clearing LF 1,784 $12,200
6 Miscellaneous & Incidental Work LS $75 $6,000
7 Fire Hydrant Assembly EA 1
$8 $14,272
$10,000
$4,500

Construction Cost Estimate $122,000
30% Contingency $36,600
$24,400
20% Engineering, Legal, Environmental, Admin.
$183,000
TOTAL COST ESTIMATE

PIPE DIAMETERSEDDY 18 Inch
2 Inch 10 Inch 20 Inch
BLUFF 4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

HOLLY

AGATE GLADE MAGNOLIA

BREEZE

CONNECT TO 16" PARK
ON CEDAR STREET
CONNECT TO 12"
«¬7 AMBER ON GLADE STREET

12-INCCHREWST ATER MAIN
ALONG AMBER STREET

CARLTON
CEDAR
PINE ARBOR

WAHOO

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #7

WALNUT 12" MAIN ON AMBER STREET
CITY OF HOT SPRINGS, ARWHITTI
WATER SYSTEM MASTER PLAN CRIST ENGINEERS, INC.

0 115 230 460 690 920 Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS

Feet CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #7 - AMBER STREET LOOP - CEDAR STREET TO PARK AVENUE

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 12-inch PVC Water Line Unit Cost Total Cost
LF 2,100
2 16-inch Connection EA 1 $50 $105,000
3 12-inch Connection EA 1 $14,880
4 Ashpalt Street Surface Repair LF 1,500 $7,400
5 Route Clearing LF 600
6 Miscellaneous & Incidental Work LS $75 $112,500
7 Fire Hydrant Assembly EA 1 $8 $4,800
$10,000
$4,500

Construction Cost Estimate $259,000
30% Contingency $77,700
$51,800
20% Engineering, Legal, Environmental, Admin.
$389,000
TOTAL COST ESTIMATE

PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

CONNECT TO 8" SHADY GROVE
ON KAY STREET

¬«8

8-INCH WATER MAIN

CONNECT TO 8"
ON SHADY GROVE ROAD

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #8

8" KAY STREET LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

«¬2WATER SYSTEM MASTER PLAN CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS

0 55 110 220 330 440 JUNE, 2018

Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #8 - KAY STREET LOOP - KAY STREET TO SHADY GROVE ROAD

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity
1 8-inch PVC Water Line $30 $27,000
LF 900
2 8-inch Connection EA 2 $65 $12,200
3 8-inch Slick Bore (Hot Springs Creek) LF 150 $75 $9,750
4 Ashpalt Resurfacing LF 485 $55
5 Concrete Resurfacing LF 25 $36,375
6 Gravel Resurfacing LF 225 $8 $1,375
7 Fire Hydrant Assembly EA 1 $4,500 $1,800
8 Miscellaneous & Incidental LS $4,500
$5,000

Construction Cost Estimate $98,000
30% Contingency $29,400
$19,600
20% Engineering, Legal, Environmental, Admin.
$147,000
TOTAL COST ESTIMATE

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS 18 Inch
BLUE = MIDTERM IMPROVEMENTS 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

RECTOR HEIGHTS

6-INCH WATER LINE
ALONG RECTOR HEIGHTS DR
AND MEADOW STREET

CONNECT TO 6" «¬9

CONNECT TO 8"
ON ALBERT PIKE RD

ALBERT PIKE

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #9

6" MAIN ON RECTOR HEIGHTS DRIVE

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440
JUNE, 2018
Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #9 - RECTOR HEIGHTS LOOP - ALBERT PIKE RD TO MEADOW ST @ PATRICIA ST

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
LF 1,620
2 6-inch Connection $30 $48,600
3 Ashpalt Resurfacing EA 3
4 8-inch slick bore LF 1,620 $18,600
5 Miscellaneous & Incidental Work LF 120 $75 $121,500
6 Fire Hydrant Assembly LS $65 $7,800
EA 1
$5,000
$4,500

Construction Cost Estimate $206,000

30% Contingency $61,800
20% Engineering, Legal, Environmental, Admin. $41,200
$309,000
TOTAL COST ESTIMATE

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS 18 Inch
BLUE = MIDTERM IMPROVEMENTS 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch
WHISPERING
HILLS CONNECT TO 6"
WATER LINE ON
RAVENWOOD PLACE
AND
WHISPERING HILLS

TAYLOR 8" WATER MAIN
ALONG QUAIL CREEK

«¬10 RAVENWOOD

QUAIL CREEK HIGH MEADOW

CONNECT TO 6"
WATER LINE

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #10
8" QUAIL CREEK PARALLEL LINE

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440
JUNE, 2018
Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #10 - QUAIL CREEK PARALLEL LINE - SOUTH OF TAYLOR TO RAVENWOOD

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 8-inch PVC Water Line Unit Cost Total Cost
LF 1,000
2 8-inch Connection EA 2 $30 $30,000
3 8-inch Slick Bore LF 65 $12,200
4 Ashpalt Street Surfacing Repair LF 1,000
5 Concrete Surface Repair LF 60 $65 $4,225
6 Miscellaneous & Incidental Work LS $75 $75,000
$55 $3,300

$10,000

Construction Cost Estimate $135,000
30% Contingency $40,500
$27,000
20% Engineering, Legal, Environmental, Admin.
$203,000
TOTAL COST ESTIMATE

PRIVATE POGUE RESTFUL PIPE DIAMETERS PRIVATE 18 Inch
Lake Hamilton ARKRIDGE 2 Inch 10 Inch CARPENTER DAM20 Inch
RESTFUL RIDGE 4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

ALVIN MOORE TWIN OAKS

RED OAKELGIN CONNECT TO 8"
Lake ON RED OAK DR.
Hamilton
ARKOTA SHORES «¬11

FARRS LANDING

CONNECT TO 8" 8-INCH WATER LINE
WATER LINE ON ALONG RED OAK DR.
FARR LANDING RD HWY 290RICKY TOO
PRIVATE
ERNIES

WARWICK
290
RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #11

8" RED OAK LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MASTER PLAN CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS

0 230 460 920 1,380 1,840 JUNE, 2018

Feet

1 inch = 1,000 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #11 - RED OAK DRIVE LOOP - FARRS LANDING ROAD TO TWIN OAKS ROAD

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 8-inch PVC Water Line Unit Cost Total Cost
LF 2,650
2 8-inch Connection EA 2 $30 $79,500
4 Ashpalt Street Surface Repair LF 1,000 $12,200
5 Gravel Resurfacing LF 60
6 Route Clearing LF 1,000 $75 $75,000
7 Miscellaneous & Incidental Work LS $25 $1,500
8 Fire Hydrant Assembly EA 1
$8 $8,000
$10,000
$4,500

Construction Cost Estimate $191,000
30% Contingency $57,300
$38,200
20% Engineering, Legal, Environmental, Admin.
$287,000
TOTAL COST ESTIMATE

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS 18 Inch
BLUE = MIDTERM IMPROVEMENTS 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

ALBERT PIKE

EXISTING OAK GROVE «¬.! 12 OAKGROVE
700,000 GALLON STANDPIPE
ASSUMED O.F. = 705 FT REPAINT AND INSTALL
TANK MIXING SYSTEM
FORESTRIDGE

OAKGROVE

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #12

OAK GROVE TANK IMPROVEMENTS

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MASTER PLAN Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS

0 462.5 925 1,850 2,775 3,700 CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
Feet

1 inch = 2,000 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #12 - OAK GROVE TANK IMPROVEMENTS

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity

1 Insurance, Bonds, Mob., Demobilization LS 1 $13,250

2 Tank Mixing System LS 1 $54,000
3 Interior Coating Repair LS 1 $125,000
4 Exterior Coating Repair LS 1 $200,000
5 Repairs & Improvements LS 1
6 Disinfection LS 1 $8,900
7 Miscellaneous & Incidental LS 1 $5,000
$5,000

Construction Cost $411,000
30% Contingency $123,300
20% Engineering, Legal, Enviromental, Admin.
$82,200
TOTAL COST ESTIMATE
$620,000

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS
BLUE = MIDTERM IMPROVEMENTS
2 Inch 10 Inch 18 Inch
PURPLE = LONG TERM IMPROVEMENTS 4 Inch 12 Inch 20 Inch
24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

CRYSTAL SPRINGS
OWL CREEK
ALBERT PIKE

EXISTING CRYSTAL SPRINGS
400,000 GALLON STANDPIPE
ASSUMED O.F. = 1,007 FT

INSTALL TANK MIXING SYSTEM
AND MODIFY OVERFLOW PIPING

.! CYSTAL SPRINGS

«¬13

RAGWEED VALLEY

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #13
CRYSTAL SPRINGS TANK IMPROVEMENTS

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MASTER PLAN Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS

0 345 690 1,380 2,070 2,760 CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
Feet

1 inch = 1,500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #13 - CRYSTAL SPRINGS TANK IMPROVEMENTS

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity

1 Insurance, Bonds, Mob., Demobilization LS 1 $15,000

2 Tank Mixing System LS 1 $54,000
3 Interior Coating Repair LS 1 $100,000
4 Exterior Coating Repair LS 1 $150,000
5 Repairs & Improvements LS 1
6 Disinfection LS 1 $20,000
7 Miscellaneous & Incidental LS 1 $4,000
$5,000

Construction Cost $348,000
30% Contingency $104,400
20% Engineering, Legal, Enviromental, Admin.
$69,600
TOTAL COST ESTIMATE
$520,000

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS
BLUE = MIDTERM IMPROVEMENTS
2 Inch 10 Inch 18 Inch
PURPLE = LONG TERM IMPROVEMENTS 20 Inch
QUAPAW OUACHITA684HIIIAnnnWcccThhhHORNE 12OIRnAcNhGE OAK24 Inch
PROSPECT 14 Inch 30 Inch

FAWN 16 Inch

GRAND PECAN HAZEL WOODBINE
99011
WARD GRAND CENTRAL MAURICE
HAGEN SANFORD
GARLANDSUMMER

7TH RECTOR 2ND 00011
6TH SCHOOL CHARTEROAK
5TH

4TH
HOBSON LINWOOD

00010

CSOONUNTHECT TO 12"
ON 7TH STREET

PATTERSON CONNECT TO 12" BELDING
CENTERVIEW ON CENTRAL AVENUE MORRISON

GREENWOOD POND OAKCLIFF
ALCORN
«¬14
WINONA

MANOR
CENTRAL

VIRGINIA
SAINT LOUIS 12-INCH WATER MAIN LASER
ALONG GREENWOOD AVENUE
TRIVISTA LEFT
MEADOWBROOK TRIVISTA RIGHT
3RD
SONNET TALISMAN
LEACH LEVIN

PATRIOT CRESTWOOD RY ENTRAL
SUMMER OAKWOOD
HENDERSON
7TH
CLARK BELL
OAKLAWN

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #14

12" GREENWOOD WATER MAIN SELLERS

CITY OF HOT SPRINGS, AR HIGDO
CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN VINEYARD
Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS
0 230 460 920 1,380 1,840
CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
Feet User Community

1 inch = 1,000LEfeOeNt ARD

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #14 - GREENWOOD WATER MAIN - 7TH STREET TO CENTRAL AVENUE

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity
1 12-inch DIP Water Line $50 $156,500
LF 3,130
3 12-inch Connection EA 2 $75 $14,800
4 8-inch Connection EA 2 $55 $12,200
5 Ashpalt Resurfacing LF 3,130 $4,500 $234,750
6 Concrete Resurfacing LF 100
7 Fire Hydrant Assembly EA 1 $5,500
8 Miscellaneous & Incidental LS $4,500
$5,000

Construction Cost Estimate $433,000
30% Contingency $129,900

20% Engineering, Legal, Environmental, Admin. $86,600
TOTAL COST ESTIMATE $650,000

ADCOCK PIPE DIAMETERS 18 Inch
CESSNA 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch
DOUGLAS
BRADFORD

TIMBS HUNTERSCOVE

CONNECT TO 12"
WATER LINE

8-INCH PARALLEL WATER LINE
ALONG MARION ANDERSON &
MORPHEW RD.

MARION MORPHEW
ANDERSON
«¬15

FOREST CONNECT TO 8" COPPER MOUNTAIN
WATER LINE ON
HUNTERSCOVE DRIVE

PATHWAY

CONNECT TO 6" RED = NEAR TERM IMPROVEMENTS
WATER LINE ON BLUE = MIDTERM IMPROVEMENTS
WALKWAY DR
PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #15
BLEDSOE
8" MARION ANDERSON PARALLEL LINE

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 115 230 460 690 920
JUNE, 2018
Feet

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #15 - MARION ANDERSON PARALLEL LINE - WALKWAY DRIVE TO STONEGATE SHORES

OWNER: CITY OF HOT SPRINGS ESTIMATE BY: Matthew D. Dunn, P.E.
DATE: June 8, 2018

JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 8-inch PVC Water Line Unit Cost Total Cost
LF 1,400
2 6-inch PVC Water Line LF 2,000 $30 $42,000
3 12-inch Connection EA 1 $30 $60,000
4 6-inch Connection EA 2
5 8" Slick Bore LF 120 $7,400
6 6" Slick Bore LF 120 $12,200
7 Asphalt Street Surface Repair LF 500 $65 $7,800
8 Concrete Surface Repair LF 120 $40 $4,800
LS $75 $37,500
9 Miscellaneous & Incidental Work $55 $6,600

$5,000

Construction Cost Estimate $183,000
30% Contingency $54,900
$36,600
20% Engineering, Legal, Environmental, Admin.
TOTAL COST ESTIMATE $275,000

PRIVATE PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
RED = NEAR TERM IMPROVEMENTS 4 Inch 12 Inch 24 Inch
BLUE = MIDTERM IMPROVEMENTS 6 Inch 14 Inch 30 Inch
8 Inch 16 Inch
PURPLE = LONG TERM IMPROVEMENTS

SONGER

CONNECT TO 6"
WATER LINE

8-INCH PARALLEL WATER LINE
ALONG AIRPORT ROAD

«¬AIRPORT 16

OLD AIRPORT

PINKERTON ALDRIDGE UNNAMEDCONNECT TO 12"
WATER MAIN

MARTINGALE

LHAM
DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #16

6" AIRPORT ROAD LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS
0 115 230 460 690 920
CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
Feet User Community

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #16 - AIRPORT RD LOOP - OLD AIRPORT ROAD TO ALDRIDGE

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 8-inch PVC Water Line Unit Cost Total Cost
LF 1,800
2 12-inch Connection EA 1 $30 $54,000
3 6-inch Connection EA 1 $7,400
4 Ashpalt Street Surface Repair LF 210 $6,200
5 Gravel Resurfacing LF 200
6 Miscellaneous & Incidental Work LS $75 $15,750
$25 $5,000

$5,000

Construction Cost Estimate $93,000
30% Contingency $27,900
$18,600
20% Engineering, Legal, Environmental, Admin.
$140,000
TOTAL COST ESTIMATE

PLAIN PIPE DIAMETERS

2 Inch 10 Inch 18 Inch
4 Inch 12 Inch 20 Inch
24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch
PINEWOOD
CHITWOOD CONNECT TO 6" PATTERSON
ON SAINT LOUIS ST.
CENTERVIEW
SAINT LOUIS

6-INCH WATER LINE
LOOP ALONG PINEWOOD
& LEEPER STREET
MAIN
«¬17

CONNECT TO 6"
ON PATTERSON ST.

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #17

ORCHARD 6" PINEWOOD LEEPER LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440
JUNE, 2018
Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #17 - PINEWOOD / LEEPER LOOP - SAINT LOUIS TO PATTERSON

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 826
3 Ashpalt Resurfacing EA 2 $30 $24,780
4 Miscellaneous & Incidental LF 826 $12,400
LS
$75 $61,950
$5,000

Construction Cost Estimate $104,000
30% Contingency $31,200
$20,800
20% Engineering, Legal, Environmental, Admin.
TOTAL COST ESTIMATE $156,000

PIPE DIAMETERS 18 Inch
2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

MASON
COOPER
MCCLARD

AIRPORT ALBERT PIKE TREVA
BABER
6-INCH WATER LINE CONNECT TO 6"
LOOP ALONG WYNN ST.
¬«18

CONNECT TO 6"

SAINT LOUIS

FREEMANCHESS
BRENDA

WYNN
DEXTER
RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #18
6" WALYONNZON STREET LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440
JUNE, 2018
Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #18 - WYNN STREET LOOP - GAP ON WYNN STREET

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 100
3 Ashpalt Resurfacing EA 2 $30 $3,000
4 Miscellaneous & Incidental LF 100 $12,400
LS
$75 $7,500
$5,000

Construction Cost Estimate $28,000
30% Contingency $8,400
$5,600
20% Engineering, Legal, Environmental, Admin.
TOTAL COST ESTIMATE $42,000

PIPE DIAMETERS

ALBERT PIKE 2 Inch 10 Inch 18 Inch
4 Inch 12 Inch 20 Inch
24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch
DICKSON
CONNECT TO 6" MISSION

CASH 6-INCH WATER LINE
LONGTREE LOOP ALONG HAMMOND DR.

«¬19 HAMMOND

DORIS

CONNECT TO 6"

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #19

6" HAMMOND DRIVELOOP
AIRP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 55 110 220 330 440

Feet

1 inch = 250 feet JUNE, 2018

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #19 - HAMMOND LOOP - 6" LINE TO 6" LINE ON HAMMOND ST

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 2,000
3 Ashpalt Resurfacing EA 2 $30 $60,000
4 Miscellaneous & Incidental LF 2,000 $12,400

$75 $150,000
$5,000

Construction Cost Estimate $227,000
30% Contingency $68,100
$45,400
20% Engineering, Legal, Environmental, Admin.
TOTAL COST ESTIMATE $341,000

OAKCLIFF PIPE DIAMETERS
2 Inch 10 Inch
4 Inch 12 Inch 18 Inch
6 Inch 14 Inch 20 Inch
8 Inch 16 Inch 24 Inch
30 Inch

ALCORN

MILLER
CARSON

CONNECT TO 6" 6-INCH WATER LINE
LOOP ALONG WINONA ST.

¬«20WINONA

CONNECT TO 8"

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #20

6" WINONA STREET LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MASTER PLAN CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS

0 20 40 80 120 160 JUNE, 2018

Feet

1 inch = 100 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 2 IMPROVEMENT #20 - WINONA LOOP - CARSON STREET TO MILLER STREET

OWNER: CITY OF HOT SPRINGS

DATE: June 8, 2018 ESTIMATE BY: Matthew D. Dunn, P.E.
JOB NO: 1560

Item No. Description Unit Total ESTIMATED
Quantity
1 6-inch PVC Water Line Unit Cost Total Cost
2 6-inch Connection LF 350
3 Ashpalt Resurfacing EA 2 $30 $10,500
4 Miscellaneous & Incidental LF 350 $12,400
LS
$75 $26,250
$5,000

Construction Cost Estimate $54,000
30% Contingency $16,200
$10,800
20% Engineering, Legal, Environmental, Admin. $81,000
TOTAL COST ESTIMATE