2018 Capital Improvement Plan

LONG TERM
IMPROVEMENTS

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

MALVERN

PRESSURE ZONE BOUNDARY

PROPOSED 500,000 GALLON
ELEVATED WATER STORAGE TANK
O.F. = 537 FT

«¬1

.!

EXISTING
INDUSTRIAL PARK
500,000 GALLON ELEVATED
WATER STORAGE TANK
O.F. = 537 FT

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #1

500,000 GALLON ELEVATED WATER STORAGE TANK

CITY OF HOT SPRINGS, AR Lake
LakWe ATER SYSTEM MASTER PLAN
CatherinCe RIST ENGINEERS, INC.
Cather0ine 115 230 460 690 920
Source: ECsOriN, SDUigLTitIaNlGG EloNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo, gArRaKphAiNcSs,AS
Feet
CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
1 inch = 500 feet User Community

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #1 - 500,000 GALLON ELEVATED WATER STORAGE TANK - INDUSTRIAL PARK

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

1 500,000G Elevated Water Storage Tank LS 1 $900,000

2 Tank Mixing System LS 1 $61,000
3 Yard Piping LS 1 $50,000
4 Site Work LS 1 $40,000
5 Logo LS 1 $20,000
7 Miscellaneous & Incidental LS 1
8 Telemetry LS 1 $5,000
9 Electrical LS 1 $40,000
10 Chain Link Fencing LS 1 $15,000
$20,000

Construction Cost $1,151,000
30% Contingency $345,300
20% Engineering, Legal, Enviromental, Admin. $230,200

TOTAL COST ESTIMATE $1,730,000

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

WESTINGHOUSE

DR MARTIN LUTHER KING JR CONNECT TO 24"
WATER TRANSMISSION LINE

MALVERN

«¬2

CONNECT TO 8" AND 12"
ON MALVERN AVENUE

PARALLEL 12-INCH
WATER MAIN ALONG
MALVERN AVENUE

RED = NEAR TERM IMPROVEMENTS Lake
BLUE = MIDTERM IMPROVEMENTS Catherine

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #2

12" PARALLEL LINE ON MALVERN AVE

CITY OF HOT SPRINGS, AR Lake
WATER SYSTEM MASTER PLAN
CRIST ENGINEECRatSher,ineINC.
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
1 inch = 500 feet User Community

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #2 - 12-INCH PARALLEL WATER LINE ON MALVERN - BYPASS TO
WESTINGHOUSE RD

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 12-inch DIP Water Line Unit Cost Total Cost
LF 1,500
2 12-inch Connection EA 2 $50 $75,000
3 8-inch Connection LS $14,800
3 Westinghouse Creek crossing LF 500 $5,000
4 Ashpalt Resurfacing LF 650
LF 450 $90 $45,000
5 Gravel Resurfacing $75 $48,750
$25 $11,250

Construction Cost Estimate $200,000
30% Contingency $60,000
$40,000
20% Engineering, Legal, Environmental, Admin.
$300,000
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

MAGNOLIA

PARK CONNECT TO 12" CONNECT TO 10"
ON PARK AVENUE ON RAMBLE STREET

«¬3

12-INCH WATER MAIN
ALONG RAVINE STREET

RAMBLE

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #3

10" RAVINE STREET WATER MAIN

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGGlEoNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS
0 55 110 220 330 440
Feet CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #3 - RAVINE STREET LOOP - PARK AVENUE TO RAMBLE STREET

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 1,100
2 12-inch Connection EA 1 $50 $55,000
3 10-inch Connection EA 1 $9,100
4 Ashpalt Street Surface Repair LF 1,100 $8,880
5 Miscellaneous & Incidental Work LS
6 Fire Hydrant Assembly EA 1 $75 $82,500
$10,000
$4,500

Construction Cost Estimate $170,000

30% Contingency $51,000
20% Engineering, Legal, Environmental, Admin. $34,000
$255,000
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"
ON ALBERT PIKE ROAD

ALBERT PIKE

«¬4 CONNECT TO 6"

8-INCH WATER MAIN

AIRPORT
FREEMAN
RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #4

8" ALBERT PIKE LOOP

CITY OF HOT SPRINGS, AR CRIST 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 3 IMPROVEMENT #4 - ALBERT PIKE LOOP - ALBERT PIKE @ AIRPORT 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 500
2 8-inch Connection EA 1 $30 $15,000
3 6-inch Connection EA 1 $6,700
4 Ashpalt Street Surface Repair LF 500 $6,200
6 Miscellaneous & Incidental Work LS
7 Fire Hydrant Assembly EA 1 $75 $37,500
$10,000
$4,500

Construction Cost Estimate $80,000

30% Contingency $24,000
20% Engineering, Legal, Environmental, Admin. $16,000
$120,000
TOTAL COST ESTIMATE

CONNECT TO 12"
ON OAKGROVE ROAD

CONNECT WITH EXIST

ALB

24" WATER LINE
ALONG ALBERT PIKE ROAD

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

ING 12"

BERT PIKE

«¬5

CONNECT TO 12"
ON CRYSTAL HILL ROAD

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #5

24" ROYAL TRANSMISSION LINE

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

Feet

Source: Esri, DigitalGlobe, Ge1oinEcyhe,=E1a,r0t0h0stafereGt eographics, CNES/Airbus DS, USDA, USGS, AeroGRID, JUNE, 2018 GIS User Community
IGN, and the

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #5 - ROYAL TRANSMISSION LINE - TREASURE ISLE TO OAKGROVE

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

JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity
1 24-inch DIP Water Line $145 $2,001,000
LF 13,800
2 12-inch Connection EA 3 $350 $22,200
3 Lake Hamilton X-ing (1,600 ft slick bore) LS $75 $840,000
4 36" Steel Encasment, Bored LF 330 $50 $115,500
5 Ashpalt Street Resurfacing LF 160 $55
6 Asphalt Drive Resufracing LF 200 $25 $12,000
7 Concrete Resurfacing LF 140 $8 $10,000
8 Gravel Resurfacing LF 635
LF 4,000 $4,500 $7,700
9 Route Clearing EA 1 $15,875
10 Fire Hydrant Assembly LS
11 Miscellaneous & Incidental $32,000
$4,500

$10,000

Construction Cost Estimate $3,071,000

30% Contingency $921,300
20% Engineering, Legal, Environmental, Admin. $614,200
$4,607,000
TOTAL COST ESTIMATE

PIPE DIAMETERS

2 Inch 10 Inch 18 Inch
20 Inch
4 Inch 12 Inch 24 Inch
30 Inch
WARE 6 Inch 14 Inch
S8HIOnAcTh 16 Inch

CONNECT TO 6" WATER LINE
AT WARE TRAIL

SUNSHINE

FARQUAHARSON MOOREDELEE

¬«6

6-INCH WATER LINE
ALONG SUNSHINE ROADCREWS

SUNSHINE VALLEY UNNAMED

BONANZA

CONNECT TO 6"PRIVATE SUNSHINE
WATER LINE ON
SAGEBRUSH STREET

CHAPMOND LUDDEN
FRIENDLY
RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS SAGEBRUSH

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #6PRIVATE
ALLISON
6" SUNSHINE LOOP FAIRFIELD WOLF
AIRP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MAAISR1PT,38E0 R PLAN Source: ECsOriN, SDUigLTitIaNlGGOlELoNDbGeAI,NIGREEePRoOSERyTe, ELIaTrTthLsEtaRrOGCeKo,gArRaKphAiNcsS,AS

0 230 460 920 1,840 CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
Feet

1 inch = 1,000 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #6 - SUNSHINE LOOP - WARE TRAIL TO SAGEBRUSH STREET

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 6-inch PVC Water Line Unit Cost Total Cost
LF 8,950
2 6-inch Connection EA 2 $30 $268,500
3 6-inch Slick Bore LF 250 $12,400
4 Ashpalt Street Surface Repair LF 90
5 Asphalt Driveway Repair LF 120 $40 $10,000
6 Concrete Surface Repair LF 80 $75 $6,750
7 Gravel Surface Repair LF 155 $50 $6,000
8 Route Clearing LF 300 $55 $4,400
LS $25 $3,875
9 Miscellaneous & Incidental Work EA 1
10 Fire Hydrant Assembly $8 $2,400
$5,000
$4,500

Construction Cost Estimate $324,000

30% Contingency $97,200
20% Engineering, Legal, Environmental, Admin. $64,800
$486,000
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

ALBERT PIKE

CRYSTAL SPRINGS

PROPOSED 300,000 GAL
ELEV. WATER STORAGE TANK

!.«¬7 EXISTING CRYSTAL SPRINGS
400,000 GALLON STANDPIPE
! ASSUMED O.F. = 1,007 FT

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #7

300,000 GALLON ELEVATED WATER STORAGE TANK

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

Feet SJU, NAEe,ro2G01R8

1 inch = 1,000 feet User Community

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #7 - 300,000 GALLON WATER STORAGE TANK - ROYAL PRESSURE ZONE

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

1 300,000G Elevated Water Storage Tank LS 1 $850,000

2 Tank Mixing System LS 1 $54,000
3 Yard Piping LS 1 $40,000
4 Site Work LS 1 $40,000
5 Logo LS 1 $20,000
7 Miscellaneous & Incidental LS 1
8 Telemetry LS 1 $5,000
9 Electrical LS 1 $40,000
10 Chain Link Fencing w/ Swing Gate LS 1 $15,000
$20,000

Construction Cost $1,084,000
30% Contingency $325,200
20% Engineering, Legal, Enviromental, Admin. $216,800

TOTAL COST ESTIMATE $1,630,000

TERRYLAND PIPE DIAMETERS 18 Inch
STON2EBInRcIDhGE 10 Inch 20 Inch
24 Inch
4 Inch 12 Inch 30 Inch
6 Inch 14 Inch
8 Inch 16 Inch

MOUNTAIN VALLEY CONNECT TO 12"
AT MTN VALLEY STREET
AND MINERAL STREET

12" WATER LINE LOOP

MINERAL CONNECT TO 12"
ON PARK AVENUE
«¬8
CONNECT TO 12" CONWAY
ON CIRCLE STREET

«¬CIRCLE 8

PARK

CONNECT TO 12" 12" WATER LINE LOOP
ON CIRCLE STREET

ORIOLE

RED = NEAR TERM IMPROVEMENTS

BLUE = MIDTERM IMPROVEMENTS

TOM ELLSWORTH PURPLE = LONG TERM IMPROVEMENTS

R AIN
BLE
DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #8
ORTH
12" BELVEDERE REINFORCEMENT 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

M

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #8 - BELVEDERE REINFORCEMENT LOOP - MOUNTAIN VALLEY 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 DIP Water Line Unit Cost Total Cost
2 12-inch Connection LF 1,000
3 12-inch Slick Bore EA 4 $50 $50,000
4 Ashpalt Street Surface Repair LF 120 $36,400
8 Route Clearing LF 625
9 Miscellaneous & Incidental Work LF 300 $80 $9,600
10 Fire Hydrant Assembly LS $75 $46,875
EA 1
$8 $2,400
$5,000
$4,500

Construction Cost Estimate $155,000
30% Contingency $46,500
$31,000
20% Engineering, Legal, Environmental, Admin.
$233,000
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 12"
ON CHARMING HEIGHTS DR

¬«9

12" PARALLEL WATER LINE

CONNECT TO 12"
ON S. MOORE ROAD

MOORE

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #9

12" SOUTH MOORE ROAD PARALLEL LINE

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGG EloNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo, gArRaKphAiNcSs,AS
0 115 230 460 690 920
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 3 IMPROVEMENT #9 - MOORE ROAD PARALLEL WATER MAIN - RANCHESTER TO CHARMING
HTS

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 $177,500
LF 3,550
3 12-inch Connection EA 2 $75 $14,800
4 8-inch Connection EA 1 $55 $6,100
5 Ashpalt Street Surface Repair LF 3,550 $25
6 Concrete Resurfacing LF 20 $4,500 $266,250
7 Gravel Surface Repair LF 37 $1,100
8 Fire Hydrant Assembly EA 1 $925
9 Misclellaneous & Incidental Work LS $4,500
$5,000

Construction Cost Estimate $476,000
30% Contingency $142,800

20% Engineering, Legal, Environmental, Admin. $95,200

TOTAL COST ESTIMATE $714,000

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

EXIT 2 EB OFF
CONNECT TO 24"
ON BLACKHAWK STREET

PARALLEL 12" WATER LINE

«¬10

AIRPORT

CONNECT TO 12"
ON LAKESHORE DRIVE
DR MARTIN LUTHER KING JR
LAKESHORE EXIT 2 EB ON
EXIT 2 WB OFF

JOHN OWENS
RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #10

AIRPORT ROAD PARALLEL LINE

CITY OF HOT SPRINGS, AR CRIST 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 3 IMPROVEMENT #10 - AIRPORT ROAD PARALLEL WATER LINE - BLACKHAWK ST TO LAKESHORE
DR

OWNER: CITY OF HOT SPRINGS

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 $60,000
LF 1,200
2 24-inch Connection EA 1 $300 $25,520
3 12-inch Connection EA 1 $4,500 $7,400
3 24-inch Encasement, Bored (Bypass Crossing) LF 900
4 Fire Hydrant Assembly EA 1 $270,000
LS $4,500
5 Miscellaneous & Incidental
$5,000

Construction Cost Estimate $372,000
30% Contingency $111,600

20% Engineering, Legal, Environmental, Admin. $74,400

TOTAL COST ESTIMATE $558,000

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

6-INCH WATER LINE
LOOP ALONG FLEETWOOD DR.

CONNECT TO 6" FLEETWOOD CONNECT TO 6"

¬«11

UNNAMED

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #11

6" FLEETWOOD LOOP

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

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

0 20 40 80 120 160 CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
Feet

1 inch = 100 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #11 - FLEETWOOD LOOP - GAP ON FLEETWOOD DRIVE

OWNER: CITY OF HOT SPRINGS

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 6-inch PVC Water Line $30 $7,500
2 6-inch Connection LF 250
EA 2 $75 $13,600
3 Ashaplt Street Resurfacing LF 250 $25
LF 20 $18,750
4 Gravel Resurfacing LS $4,500
5 Miscellaneous & Incidental EA 1 $500
6 Fire Hydrant Assembly $5,000
$4,500

Construction Cost Estimate $50,000

30% Contingency $15,000
20% Engineering, Legal, Environmental, Admin. $10,000
$75,000
TOTAL COST ESTIMATE

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

SCOTT

HUNTLEIGH

8-INCH WATER LINE LOOP

LEAWOOD ¬«12 CONNECT TO 6"
MOTE ON SAWTOOTH OAK ST.

CONNECT TO 8"
ON MOTE STREET

HOLLYWOOD

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #12

8" SAWTOOTH OAK STREET LOOP

CITY OF HOT SPRINGS, AR CRIST 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 3 IMPROVEMENT #12 - SAWTOOTH OAK STREET LOOP - MOTE STREET TO SAWTOOTH OAK ST

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

JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity
1 8-inch PVC Water Line $30 $20,250
LF 675
2 8-inch Connection EA 2 $75 $12,200
3 Ashpalt Resurfacing LF 60 $55 $4,500
4 Concrete Resurfacing LF 230 $4,500
5 Fire Hydrant Assembly EA 1 $12,650
6 Miscellaneous & Incidental LS $4,500
$5,000

Construction Cost Estimate $59,000
30% Contingency $17,700
$11,800
20% Engineering, Legal, Environmental, Admin.
$89,000
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

CONES

EASTMAN
STACY

CONNECT TO 12" 6-INCH WATER LINE LOOP
ON RIDGEWAY STREET
¬«RIDGEWAY
13
CONNECT TO 6"
ON STACY ST.

RIDGEMONT

ALYSONVIEW RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

MDELIISS TRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #13
6" RIDGEWAY STREET LOOP

CITY OF HOT SPRINGS, AR WHISPERING HILLS
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
1 inch = 500 feet User Community

A

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #13 - RIDGEWAY STREET LOOP - RIDGEMONT ST TO STACY ST

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 6-inch PVC Water Line $30 $49,500
2 12-inch Connection LF 1,650 $9,100
3 6-inch Connection EA 1 $75 $6,200
4 Ashpalt Resurfacing EA 1 $55
5 Concrete Resurfacing LF 145 $25 $10,875
6 Gravel Resurfacing LF 40 $2,200
7 Route Clearing LF 100 $8 $2,500
8 Fire Hydrant Assembly LF 600 $4,500 $4,800
EA 1 $4,500
9 Miscellaneous & Incidental LS
$5,000

Construction Cost Estimate $95,000
30% Contingency $28,500

20% Engineering, Legal, Environmental, Admin. $19,000
TOTAL COST ESTIMATE $143,000

RIDGEWAY 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

APACHE COMANCHE FOX RUN
PAULINE
6-INCH WATER LINE LOOP

SHAWNEE «¬14

CONNECT TO 6" CONNECT TO 6"
ON SHAWNEE STREET ON FOX RUN CIRCLE

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #14

6" SHAWNEE LINE EXTENSION

CITY OF HOT SPRINGS, AR CRIST 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
User Community
MELWOOD Feet
1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #14 - SHAWNEE STREET LOOP - SHAWNEE STREET TO FOX RUN CIRCLE

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 6-inch PVC Water Line $30 $16,500
2 6-inch Connection LF 550 $12,400
3 Ashpalt Resurfacing EA 2 $75 $18,750
4 Concrete Resurfacing LF 250 $55
5 Route Clearing LF 40 $2,200
6 Fire Hydrant Assembly LF 300 $8 $2,400
7 Miscellaneous & Incidental EA 1 $4,500 $4,500
LS $5,000

Construction Cost Estimate $62,000
30% Contingency $18,600
$12,400
20% Engineering, Legal, Environmental, Admin. $93,000
TOTAL COST ESTIMATE

SAXONY 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 6"
ON RIVIERA STREET

STONEHENGERIVIERA
MILLBRANCH
6-INCH WATER LINE LOOP

«¬15

ALYSONVIEW

CONNECT TO 6"
ON ALYSONVIEW STREET

ROBERTSRIDGE

JEFF

RED = NEAR TERM IMPROVEMENTS
BLUE = MIMDETLEISRSMA IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #15

6" ALYSONVIEW LOOP

DEANWOOD CRIST ENGINEERS, INC.

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

Feet

1 inch = 250 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #15 - ALYSONVIEW LOOP - RIVIERA STREET TO ALYSONVIEW STREET

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 6-inch PVC Water Line $30 $18,600
2 6-inch Connection LF 620 $12,400
3 Ashpalt Resurfacing EA 2 $75
4 Concrete Resurfacing LF 30 $55 $2,250
5 Route Clearing LF 10 $550
6 Fire Hydrant Assembly LF 500 $8
7 Miscellaneous & Incidental EA 1 $4,500 $4,000
LS $4,500
$5,000

Construction Cost Estimate $47,000
30% Contingency $14,100

20% Engineering, Legal, Environmental, Admin. $9,400
TOTAL COST ESTIMATE $71,000

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

MARIGOLD HYACINTH

HOBSON

RECTOR HEIGHTSMEADOW CONNECT TO 6" CAMELLIA
WOODBERRY SUNRISE ON RECTOR HEIGHTS DRIVE CROCUS
PATRICIA
DAHLIA

8-INCH WATER LINE LOOPMASTERS MISSION
VASSEUR
¬«16ALBERT PIKE
CRIMSON
PARSON DICKSONCONNECT TO 8"
TILLAYER ON MISSION STREET

CASH

LONGTREE HAMMOND

DISTRIBUTION SYSTEMDIOMRISPROVEMENTS - IMPROVEMENT #16HIG IHL NE

8" NORTH ALBERT PIKE WATER LINE

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.

WATER SYSTEM MASTER PLAN CSNoEurSc/eA:irEbCsuOrsiN, DSDUSigL,TitUIaNlSGGDlEoANb,GeUI,NASGEIGREePRoSJSOUE, NARyeETe,,rEoL2GI0aT1rRTt8hLIDsEt,aRIrGOGCNeK,o,agAnrRadKpthhAieNcsSG,AISS
User Community
0 115 230 460 690 920

Feet

1 incMh O= L5L0Y0 SfePeRt INGS

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 3 IMPROVEMENT #16 - ALBERT PIKE WATER LINE - RECTOR HEIGHTS DR TO MISSION ST

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 LF 1,960 $30 $58,800

2 8-inch Connection EA 1 $6,700
3 6-inch Connection EA 2 $12,400
4 Asphalt Street Surface Repair LF 120 $75 $9,000
5 Asphalt Driveway Repair LF 1,150 $50 $57,500
6 Concrete Surface Repair LF 250 $55 $13,750
7 Gravel Surface Repair LF 40 $25 $1,000
8 Miscellaneous & Incidental LS
$5,000

Construction Cost $164,000
30% Contingency $49,200
20% Engineering, Legal, Enviromental, Admin. $32,800

TOTAL COST ESTIMATE $250,000

DR MARTIN LUTHER KING JR PIPE DIAMETERS 18 Inch
MLK 2 Inch 10 Inch 20 Inch
4 Inch 12 Inch 24 Inch
6 Inch 14 Inch 30 Inch
8 Inch 16 Inch

PROPOSED 2,000,000 GALLON
ELEVATED WATER STORAGE TANK
O.F. = 710 FT

«¬!.

17

24-INCH WATER LINE

MALVERN

CONNECT TO 24"
ALONG BYPASS OFF RAMP

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #17

2,000,000 GAL. ELEVATED WATER STORAGE TANK & WATER MAIN

CITY OF HOT SPRINGS, AR CRIST ELNakeGINEERS, INC.
WATER SYSTEM MASTER PLAN Source: ECsOriN, SDUigLTitIaNlGG EloNbGCeI,aNGtEhEeeRorSiEneye, ELIaTrTthLsEtaRrOGCeKo, gArRaKphAiNcSs,AS

0 115 230 460 690 920

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

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH3 IMPROVEMENT #17 - 2,000,000 GAL WATER STORAGE TANK - MAIN PRESSURE ZONE

OWNER: CITY OF HOT SPRINGS WATER UTILITIES

DATE: June 8, 2018 ESTIMATE BY: John P. Keckler, E.I.
JOB NO: 1560

ESTIMATED

Item No. Description Unit Total Unit Cost Total Cost
Quantity

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

2 Tank Mixing System LS 1 $80,000
3 Yard Piping $100,000
LS 1
4 Site Work $40,000
LS 1 $60,000
5 Logo
LS 1 $5,000
6 Miscellaneous & Incidental $40,000
LS 1 $15,000
7 Telemetry $20,000
LS 1 $467,500
8 Electrical $44,000
9 Chain Link Fencing LS 1 $540,000
10 24-Inch DIP Tank Fill Line
11 24-Inch Gate Valve LS 1 $7,000
12 36-Inch Steel Encasement, Bored $10,000
13 Air Release Valve LF 4,250 $110 $377,500
14 Fire Hydrant Assembly $300,000
15 Rock Excavation EA 2 $22,000 $18,400
16 Granular Bedding Material
17 Route Clearing LF 900 $600 $8,550
18 Easement Cost estimated $3.00/LF $10,000
EA 2 $3,500 $10,000
19 Seeding, Mulching, and Final Cleanup $10,000
20 Miscellaneous & Incidental EA 2 $5,000
21 Storm Water Permit & S.W.P.P.P $2,000
22 Excavation & Trench Safety System CY 7,550 $50 $30,000
23 Bonds & Insurance $100,000
24 Property Acquistion Cost TON 12,000 $25

LF 2,300 $8

LF 2,850 $3.00
LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

LUMP SUM

Construction Cost $5,795,000
30% Contingency $1,738,500
20% Engineering, Legal, Enviromental, Admin. $1,159,000

TOTAL COST ESTIMATE $8,690,000