2018 Capital Improvement Plan

WATER SYSTEM
MASTER PLAN

205 Executive Court CAPITAL IMPROVEMENT
PLAN
Little Rock, AR 72205
501-664-1552
www.cristengineers.com

June
2018

Crist Job No. 1560

Table 20

CITY OF HOT SPRING
WATER SYSTEM
CAPITAL IMPRO

No. Type Description

Water System Improvements - Water Supply and Treatment Improvements
OUACHITA WATER TREATMENT PLANT

1 Replace Sludge Collection Mechanisms in Sedimentation Basins 1
2 Replace Troughs in Sedimentation Basins 1-5
3 Chlorine Dioxide Feed System
4 Evaluate the Addition of Sludge Dewatering Facility
LAKESIDE WATER TREATMENT PLANT
1 Replace Filter Media
2 Add Combined Air and Water Backwash to Filters
3 Replace Filter Underdrains and Backwash Troughs
4 Replace Lime Feed with Liquid
5 Rehabilitate Pipe Gallery
6 Replace / Repair Lake Ricks Intake Gate Control Mechanisms
7 Instrumentation and Control for Plant Automation
8 Fluoride Feed System
9 Backwash Water Handling System
10 Raw Water Line Waste Valve
11 Sludge Collection Mechanism in Sedimentation Basin
12 Repair Clearwell 2 Liner
13 Repair Clearwell Vents
14 Replace Rapid Mix and Flocculation Mechanisms
Water System Improvements - Distribution System - Near Term Improvements
1 Tank 3,000,000 Gallon Elevated Water Storage Tank (Main Pressure Zo

Page 1

6/12/2018

GS WATER UTILITIES CAPITAL IMPROVEMENT PLAN
MASTER PLAN
Near Mid Long
OVEMENT PLAN
Term Term Term
Cost Estimate

($)

($) ($) ($)

1-5 $1,300,000 $1,300,000

$200,000 $200,000

$1,600,000 $1,600,000

$1,500,000 $1,500,000

$10,000,000 $10,000,000

one) $4,960,000 FUNDED
1 of 4

Table 20

CITY OF HOT SPRING
WATER SYSTEM
CAPITAL IMPRO

No. Type Description

2 Line 4,050' - 24" and 16" Water Main for 3.0 MG Elevated Tank
3 Line 11,160 - 12" Transmission Line (On Fontana, MLK Bypass to Coun
4 Zone Ouachita Pressure Zone Expansion
5 Line 1710' - 6" Northeast Grand Avenue Line (Gorge Road to Kriptal St
6 Line 4,500' - 12" Reinforcement Loop (Spring Street To Grand Ave)
7 Line 3,000' - 8" Kelton Street Loop (East Grand Avenue to Mill Creek R
8 Tank Hollywood Avenue Tank - TMS and Overflow Improvements
9 BPS Pine Street Booster Pump Station Replacement
10 Line 11,436' - 24" Bypass Extension (Carpenter Dam to Malvern Ave a
11 Tank Holly Street Tank - Tank Mixing System and Tank Repairs
12 Tank Twins Tanks - Install TMS and Tank Improvements
13 Tank Music Mountain Tank - Tank Mixing System and Overflow Improv
14 Tank Industrial Park Tank - Tank Repainting and Tank Mixing System
15 Tank Belvedere Tank - Install TMS
16 Tank Woodmere / Whittington Avenue Tank - Tank Mixing System
17 Line 2,667' - 12" Carpenter Dam Road Main (MLK Bypass To Malvern A
18 Line System Diagnostic Flow Meter - Malvern Avenue
19 Line System Diagnostic Flow Meter - Highway 270 West
20 Line System Diagnostic Flow Meter - Highway 290
21 Line Relocate Lowery PRV out of Malvern Avenue
22 Line 200' - 6" Santa Cruz Loop (Santa Cruz Dr To Silverspur St)
23 Line 2100' - 8" Twin Points Dr Loop (Connect two 8" Water Lines on T
24 Line 355' - 6" Fair Street Loop (Trivista Right to Langston St)

Page 2

6/12/2018

GS WATER UTILITIES
MASTER PLAN

OVEMENT PLAN

Cost Estimate CAPITAL IMPROVEMENT PLAN
($)
Near Mid Long

Term Term Term

($) ($) ($)

$1,110,000 FUNDED
$1,170,000
ntry Club Dr) $1,170,000
treet) $570,000
Road) $167,000 $570,000
along Bypass) $480,000
vements $326,000 $167,000
$848,000
Ave) $487,000 $480,000
$3,086,000
Twin Point Dr) $360,000 $326,000
$600,000
$350,000 FUNDED
$620,000
$130,000 FUNDED
$180,000
$681,000 $3,086,000

$50,000 $360,000
$50,000
$50,000 $600,000
$150,000
$39,000 $350,000
$147,000
$83,000 $620,000

$130,000

$180,000

$681,000

$50,000

$50,000

$50,000

$150,000

$39,000

$147,000

$83,000

2 of 4

Table 20

CITY OF HOT SPRING
WATER SYSTEM
CAPITAL IMPRO

No. Type Description

25 Line 740' - 6" Linden Park Loop (Linden St To Linden Park Lane)
26 Line 870' - 6" Gap on Greenwood (Afton St to Summer St)
27 Line 690' - 6" Patterson Street & IRA St Loop
28 Line 500' - 6" Pearl St Loop (Westover to Wood Street)
29 Line 1,200' - 6" Grand Ave & Shelby St Loop (Lacey to Beard & Grand A
Water System Improvements - Distribution System - Mid-Term Improvements
1 Tank Purchase Property adjacent to Hwy. 70 Tank for future Tank site
2 BPS Royal Pump Station - Install Flow Meter
3 Line 30' - 12" On Mission St (crossing Hobson Avenue @ Mission Stree
4 Tank 2,500,000 Gallon Elevated Water Storage Tank (Main Pressure Zo
5 Line 8,500' - 20" Parallel Line on Wood Street and Garland Ave (Maso
6 Line 2,300' - 8" Main on Ridgeway Street (Highland Park St to Pleasan
7 Line 2,100' - 12" Main on Amber Street ( Cedar Street to Park Avenue
8 Line 900' - 8" Kay Street Loop (Kay Street to Shady Grove Rd)
9 Line 1,620' - 6"Main on Rector Heights Dr (Albert Pike to Meadow @ P
10 Line 1,000' - 8" Quail Creek Parallel Line (6" south of Taylor to Ravenw
11 Line 2,650' - 8" Red Oak Loop (Farrs Landing to Twin Oaks)
12 Tank Oak Grove Tank - Tank Mixing System and Tank Improvements
13 Tank Crystal Springs Tank - Tank Mixing System and Tank Improvemen
14 Line 3,130' - 12" Greenwood Water Main (7th Street to Central Avenu
15 Line 3,400' - 8" Marion Anderson Parallel Line (Walkway St To Stoneg
16 Line 1,800' - 6" Airport Road Loop (Adlridge to Old Airport Road)
17 Line 826' - 6" Pinewood Leeper Loop (Patterson at St Louis)

Page 3

6/12/2018

GS WATER UTILITIES
MASTER PLAN

OVEMENT PLAN

Cost Estimate CAPITAL IMPROVEMENT PLAN
($)
Near Mid Long

Term Term Term

($) ($) ($)

$87,000 $87,000
$183,000
$125,000 $183,000
$105,000
$234,000 $125,000

$105,000

Ave to Etter ) $234,000

et) $100,000 $100,000
one) Hwy 70 $136,000 ROYAL
on to Central)
nt Valley Street) $45,000 $45,000
e) $5,180,000 $5,180,000
$2,852,000 $2,852,000
Patricia St)
wood Dr) $183,000 $183,000
$389,000 $389,000
nts $147,000 $147,000
ue) $309,000 $309,000
gate Shores) $203,000 $203,000
$287,000 $287,000
$620,000 ROYAL
$520,000 ROYAL
$650,000 $650,000
$275,000 $275,000
$140,000 $140,000
$156,000 $156,000

3 of 4

Table 20

CITY OF HOT SPRING
WATER SYSTEM
CAPITAL IMPRO

No. Type Description

18 Line 100' - 6" Wynn Street Loop
19 Line 2,000' - 6" Hammond Loop (6" on Hammond Drive to 6" on Hamm
20 Line 350' - 6" Winona Loop (Carson Street To Miller Street)
Water System Improvements - Distribution System - Long Term Improvements
1 Tank 500,000 Gallon Elevated Water Storage Tank (Industrial Park Pre
2 Line 1,500' - 12" Parallel Line on Malvern Ave (Bypass Off ramp to We
3 Line 2,200' - 10" Ravine Street Water Main ( Park Avenue to Ramble S
4 Line 500' - 8" Albert Pike Loop (Albert Pike Road @ Airport Road)
5 Line 24" Royal Transmission Line (Treasure Isle to Oakgrove)
6 Line 8,950' - 6" Sunshine Loop (Ware to Sagebrush)
7 Tank 300,000 Gallon Elevated Water Storage Tank (Royal Pressure Zon
8 Line 1,000' - 12" Belvedere Reinforcement Loop (Mountain Valley St t
9 Line 3,550' - 12" South Moore Road Parallel Line (Ranchester to Charm
10 Line 1,200' - Airport Road Parallel Line (Lakeshore Drive to Blackhawk
11 Line 250' - 6" Fleetwood Loop
12 Line 675' - 8" Sawtooth Oak Street Loop (Mote Street to Sawtooth Oa
13 Line 1,650' - 6" Ridgeway Street Loop (Ridgemont Street to Stacy Stre
14 Line 550' - 6" Shawnee Line Extension (Shawnee Street to Fox Run Cir
15 Line 620' - 6" Alysonview Loop (Riviera Street to Alysonview Street
16 Line 1,960' - 8" N Albert Pike Water Line (Rector Heights Drive to Miss
17 Tank 2,000,000 Gal. Elevated Water Storage Tank (Main Pressure Zone

* Cost estimates include construction costs, contingency, and other project costs for en

Page 4

6/12/2018

GS WATER UTILITIES
MASTER PLAN

OVEMENT PLAN

Cost Estimate CAPITAL IMPROVEMENT PLAN
($)
Near Mid Long

Term Term Term

($) ($) ($)

$42,000 $42,000
$341,000
mond Drive) $341,000
$81,000
$81,000

essure Zone) $1,730,000 $1,730,000
$300,000
estinghouse Rd) $300,000 $255,000
$120,000
Street) $255,000
ROYAL
$120,000 $486,000

$4,607,000 ROYAL
$233,000
$486,000 $714,000
$558,000
ne) $1,630,000 $75,000
$89,000
to Park Avenue) $233,000 $143,000
$93,000
ming Heights) $714,000 $71,000
$250,000
k Street) $558,000
$8,690,000
$75,000 $13,807,000

ak St) $89,000

eet) $143,000

rcle) $93,000

$71,000

sion Street) $250,000

e) Bald Mtn. $8,690,000

TOTALS $11,523,000 $24,480,000

ngineering, legal, environmental, etc.

4 of 4

NEAR TERM
IMPROVEMENTS

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
6 Inch 14 Inch 24 Inch
8 Inch 16 Inch 30 Inch

DR MARTIN LUTHER KING JR

24-INCH WATER MAIN

CENTRAL «¬2 3,000,000 GALLLON ELEVATED
WATER STORAGE TANK IN
OUACHITA PRESSURE ZONE
O.F. = 710 FT MSL

!( «¬1

16-INCH WATER MAIN

«¬2

BUENA VISTA

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENTS #1 & #2
3 MILLION GAL. TANK & WATER MAINS

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
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 1 IMPROVEMENT #1 - 3,000,000 GALLON WATER STORAGE 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 3.0 MG Elevated Water Storage Tank LS 1 $4,200,000

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

Construction Cost $4,500,000
30% Contingency
$455,000
Engineering $4,960,000

TOTAL COST ESTIMATE

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #2 - WATER MAINS FOR 3.0 MG 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 24-inch DIP Water Transmission Line $110 $242,000
LF 2200
2 16-inch DIP Water Transmission Line LF 2700 $75 $202,500
3 24-inch Gate Valve EA 2 $22,000 $44,000
4 20-inch Gate Valve EA 3 $20,000 $60,000
EA 1
5 16-inch Gate Valve EA 1 $15,000 $15,000
EA 2
6 12"x12" Tapping Sleeve and Valve EA 7 $10,000 $10,000
7 Air Release Valve $3,500 $7,000
CY 1450
8 Fire Hydrant Assembly TON 700 $5,000 $35,000
LF 580
9 Rock Excavation LF 2700 $50 $72,500
LF 110
10 Granular Bedding Material LF $25 $17,500
11 Asphalt Driveway Surface Repair LS $75 $43,500
12 Asphalt Street Surface Repair LS $75 $202,500
13 Concrete Street Surface Repair LS $75
14 Route Clearing LS $15 $8,250
15 Seeding, Mulching, Final Cleanup LS $0
16 Miscellaneous & Incidental Work
17 Storm Water Permit & S.W.P.P.P. $10,000
18 Excavation & Trench Safety System $10,000
19 Bonds & Insurance $10,000

$2,000
$30,000

Construction Cost Estimate $1,022,000
20% Contingency
$88,000
Engineering $1,110,000
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
MALVERN
CONNECT TO 12" SHADY GROVE
ON COUNTRY CLUB DRIVE

COUNTRY CLUB

12" WATER LINE
ALONG SHADY GROVE RD

GOLF LINKS CONNECT TO 8"
ON GOLF LINKS RD

GOLF LINKS

12" WATER LINE
ALONG FONTANA DRIVE

CONNECT TO 12" «¬3
ON TELEVISION HILL RD
FONTANA

DKLRIUNMTGHAJERRRTBINRODRICPKURRPEBLDLEU==ENL=OEMANRGIDTTTEEERRRMDMMRIIIMMMMAPPPRRRRTOIOONVVVLEUEEMTMMHEEEENNNRTTTKSISSNG JR

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #3

12" TRANSMISSION LINE

CITY OF HOLTPakRSeINGS, AR CRIST ENGINEERS, INC.
WATER SYSTHEaMmilMtonASTER 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 1 IMPROVEMENT #3 - 12-INCH HOLLYWOOD WATER MAIN - MLK BYPASS TO COUNTRY CLUB
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 12-inch DIP Water Line LF $50 $558,000
11,160 $8
2 Route Clearing LF 3,300 $26,400
$2,800 $11,200
3 12-inch Gate Valve EA 4 $15,125 $30,250
2
4 12-inch Connection EA $210 $8,625
200 $90 $42,000
5 8-inch Connection LS 60 $75
770 $55 $5,400
6 20-inch Encasement, Bored - Hot Springs Creek X LF 20 $25 $57,750
37
7 12-inch Bore - Golf Links Rd Crossing LF 4 $4,500 $1,100
5 $4,000 $925
8 Ashpalt Resurfacing LF
$18,000
9 Concrete Resurfacing LF $20,000

10 Gravel Surface Repair LF

11 Fire Hydrant Assembly EA

12 Air Release Valve EA

Construction Cost Estimate $780,000
30% Contingency $234,000
$156,000
20% Engineering, Legal, Environmental, Admin.
$1,170,000
TOTAL COST ESTIMATE

6" WATER LINE
CONNECTION LOOPING
TWINS PRESSURE ZONE

CONVERT SYSTEM FROM TWINS ZONE
TO OAUIRAPCORHTITA ZONE

EXISTING PRESSURE ZONE BOUNDARY

«¬4 CENTRAL

12" WATER LINE FERRY
CONNECTION FROM HIGDON
BYPASS TO KIMERY PARK

DR MARTIN LUTHER

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #4

OUACHITA PRESSURE ZONE EXPANSION

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
CONSULTING ENGINEERS LITTLE ROCK, ARKANSAS
0 345 690 1,380 2,070 2,760
JUNE, 2018
Feet

1 inch = 1,500 feet

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

HOLLYWOOD

«¬4 RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

KEUKA PRV MALVERN
REMOVE FROM SERVICE
(OPEN BYPASS)

UTILIZE EXISTING VALVES FOR

3 PRESSURE ZONE ISOLATION GVRAALNVD ES

GOLF LINKS SPRING

«¬4

R KING JR RIDGEWAY WESTINGHOUSE
MLK
CONNECTION LOOPING
OUACHITA SYSTEM CARPENTER DAM
QUAIL CRREIEDKGEWAY TO WESTINGHOUSE

LAKESIDE

Lake Source: Esri, DigitalGlobe, GeoEye, Earthstar
Hamilton
WESTINGHOUGeSogErapRhicOs, CANDES/Airbus DS, USDA, USGS, AeroGRID,
IGN, and the GIS User Community

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #4 - OUACHITA PRESSURE ZONE EXPANSION

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 (Kimery Park Loop) LF 2,400 $50.00 $120,000

2 24-inch Connection LS $16,800
3 12-inch Connection $8,350
4 12x8 Tapping Sleeve and Valve LS $3,800
5 8-inch PVC Water Line (Westinghouse Loop)
6 8-inch Connection EA 1 $3,800 $36,000
$13,400
7 8-inch Slick Bore LF 1,200 $30
$11,375
8 6-inch PVC Water Line (Golf Links Road BN) EA 2
$16,200
9 6-inch PVC Water Line (Hot Springs Int Loop) LF 175 $65

10 6-inch Tapping Sleeve and Valve LF 540 $30
11 Asphalt Surface Repair
12 Route Clearing LF 630 $30 $18,900
13 Fire Hydrant Assembly
EA 2 $1,200 $2,400
LF 1,350 $75 $101,250
LF 3,000 $8
EA 2 $24,000
$4,500 $9,000

Construction Cost $381,000
30% Contingency $114,300
20% Engineering, Legal, Enviromental, Admin.
$76,200
TOTAL COST ESTIMATE
$570,000

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
CONNECT TO 6" 6 Inch 14 Inch 30 Inch
ON GORGE ROAD 8 Inch 16 Inch

GORGE

KRIPTAL

ENTRANCE 1 E GRAND 6-INCH WATER LINE LOOP EXIT 2 E GRAND
EXIT 1 E GRAND
¬«5
ALABAMA
GRAND N FRONTAGE
GRAND

GRAND S FRONTAGE

PENNSYLVANIA CONNECT TO 6"
ON KRIPTAL STREET

MISSOURI Gulpha Creek

TENNESSEE CHAUCER
MISSISSIPPI
TEXAS CASTLEBERRY BLUESTONE

COLORADO

MILLCREEK

ILLINOIS KANSAS SPRING

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #5 ONTE

ESTELLE 6" NORTHEAST GRAND AVENUE LINE NORWALK

CITY OF HOT SPRINGS, AR BARRETT CRIST ENGINEERS, INC. ROSEMEAD

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

0 115 230 460 CLA69R0 A 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 1 IMPROVEMENT #5 - NORTHEAST GRAND AVENUE LOOP - GORGE ROAD TO KRIPTAL 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 Unit Cost Total Cost

1 6-inch PVC Water Line LF 1,710 $30 $51,300

2 6-inch Connection EA 2 $140 $12,400
3 12-inch Encasement, Bored LF 120 $40 $16,800
4 6-inch slick bore LF 200 $75
5 Ashpalt Street Repair LF 40 $25 $8,000
6 Gravel Surface Repair LF 140 $8 $3,000
7 Route Clearing LF 1,400 $3,500
8 Miscellaneous & Incidental Work LS $11,200
$5,000

Construction Cost Estimate $111,000
30% Contingency $33,300
$22,200
20% Engineering, Legal, Environmental, Admin.
$167,000
TOTAL COST ESTIMATE

HALK PIPE DIAMETERS

JULIAN RED = NEAR TERM IMPROVEMENTS 2 Inch 10 Inch 18 Inch
BLUE = MIDTERM IMPROVEMENTS
4 Inch 12 Inch 20 Inch
PURPLE = LONG TERM IMPROVEMENTS 6 Inch 14 InchFORES2T4 Inch

GRAND S FRONTAGE MAGIC SPRINGS 8 Inch 16 Inch 30 Inch

GRAND HIGHWOOD
DAVIS
LEGION BERTHA
JANETTE WHITE SULPHUR
ELLIOTT MILLCREEK
ACCESS

CLOUD REST

GRAND WHIPPOORWILL

ROSEMEAD KELTON
GREEN WILLOW
VERNEL BOUNDARYTONEY CONNECT TO 12" GRAND N FRONTAGGREAND POOLE
WADE SPRING WHIG NORTH OF GRAND AVE
HALIFAX
«¬6

MCCLENDON
JONITA BATES
LODEN MAYFAIR HEATON GRAND PRIVATE
Middle Branch Gulpha Creek FRONTAGE
PATRICK FESTIVAL

SMOKEYS

HONEYCUTT 12-INCH WATER LINE LOOP

CONNECT TO 8"
ON SPRING STREET

WAINE Gulpha Creek

CHATTANOOGA

REBECCA JINGLE KOLLER

DISTRIBUCTOINOESN SYSTEM IMPROVEMENTS - IMPROVEMENT #6JACOBS EAS MAN
12" REINFORCEMENT LOOP

CITY OF HOT SPRINGS, AR RHODES CRIST ENGINEERS, INC. STACY
WATER SYSTEM MASTER PLAN
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 = 1,000 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #6 - 12-INCH WATER MAIN - SPRING ST TO EAST GRAND AVE

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 $225,000
LF 4,500 $2,800
2 12-inch Gate Valve EA 1 $15,125 $2,800
3 12-inch Connection EA 1 $15,125
4 8-inch Connection LS $80
LS $90 $8,625
5 6-inch Connection LF 160 $75
6 12-inch Slick Bore - Middle Fork Gulph Creek LF 60 $50 $8,125
7 12-inch Bore - Golf Links Rd Crossing LF 200 $55 $12,800
8 Ashpalt Street Resurfacing LF 220 $25
LF 180 $4,500 $5,400
9 Asphalt Drive Resurfacing LF 80 $15,000
10 Concrete Drive Resurfacing EA 1
11 Gravel Surface Repair $11,000
12 Fire Hydrant Assembly $9,900
$2,000
$4,500

Construction Cost Estimate $320,000

30% Contingency $96,000
20% Engineering, Legal, Environmental, Admin. $64,000
$480,000
TOTAL COST ESTIMATE

RED = NEAR TERM IMPROVEMENTS PIPE DIAMETERS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS
HIGHWOOD
UNNAMED

WHITE SULPHUR
MILL CREEK
2 Inch 10 Inch 18 Inch

4 Inch 12 Inch 20 Inch

6 Inch 14 Inch THIN2C4LIAnDch
8 Inch 16 Inch 30 Inch

BLACKBEAR

MILLCREEK BLACK BEAR
CLOUD REST
CONNECTBTRUOML8EY"
ON MILL CREEK ROAD

RINGO DAVIS «¬7
WHIPPOORWILL Creek
KELTON 8-INCH WATER LINE LOOP
Gulpha

Branch

Middle

GRANGDRGARNADNNDFSRFORNOTNATGAE E POOLE
EXIT 4 E GRAND CONNECT TO 12"
ALONG EAST GRAND AVE

MCCLENDON

DISTRIBUTION SYSTEM IMPROVEMENPTRISVAT-E IMPROVEMENT #7
8" KELTON STREET LOOP
STIVAL
CITY OF HOT SPRINGS, AR
WATER SYSTEM MASTER PLAN CRIST ENGINEERS, INC.UCSENsoNeEurTrSCcR/eAAo:mNirEbCCmsuOErusiN,n4DSDitUEySigL,GTitUIaRNlSAGGDNlEoADNb,GeUI,NSGEGEeRoSJSUE, NAyeEe,,rEoL2GI0aT1rRTt8hLIDsEt,aRIrGOGCNeK,o,agAnrRadKpthhAieNcsSG,AISS

0 115 230 460 690 920

Feet

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #7 - KELTON STREET WATER MAIN - E. GRAND TO MILL CREEK RD

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 8-inch PVC Water Line $30 $90,000
LF 3,000 $2,800
2 12-inch Gate Valve EA 1 $15,125 $2,800
3 12-inch Connection EA 1 $15,125
4 8-inch Connection LS $75
LF 1,000 $25 $8,625
5 Ashpalt Street Resurfacing LF 180
6 Gravel Surface Repair LF 2,000 $8 $75,000
7 Route Clearing EA 1 $4,500 $4,500
8 Fire Hydrant Assembly
$16,000
$4,500

Construction Cost Estimate $217,000

30% Contingency $65,100
20% Engineering, Legal, Environmental, Admin. $43,400
$326,000
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

PRESSURE ZONE BOUNDARY

MALVERN

INSTALL TMS AND
MODIFY TANK OVERFLOW
PIPING

HOLLYWOOD

«¬8 !.

EXISTING
HOLLYWOOD AVENUE
1,000,000 GALLON ELEVATED
WATER STORAGE TANK
O.F. = 705 FT

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #8
HOLLYWOOD AVENUE TANK IMPROVEMENTS

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 1 IMPROVEMENT #8 - HOLLYWOOD 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 $80,000
3 Interior Coating Repairs LS 1 $140,000
4 Exterior Coating Repairs LS 1 $250,000
5 LOGO LS 1
6 Repairs & Improvements LS 1 $18,000
7 Disinfection LS 1 $50,000
8 Miscellaneous & Incidental LS 1
$7,000
$5,000

Construction Cost $565,000
30% Contingency $169,500
20% Engineering, Legal, Enviromental, Admin. $113,000

TOTAL COST ESTIMATE $848,000

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

FULLY OPEN VALVE ON
WHITTINGTON AVENUE
THAT IS CURRENTLY BEING THROTTLED

CEDAR

PINE STREET BOOSTER «¬9
PUMP STATION
F.F. = 671' "/PINE

REPLACE
PINE STREET BOOSTER
PUMP STATION

CLOSE SYSTEM VALVE
FOR PRESSURE ZONE ISOLATION

3

TINGTON

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #9

PINE STREET BOOSTER PUMP STATION REPLACEMENT

CITY OF HOT SPRINGS, AR CRIST ENGINEERS, INC.
WATER SYSTEM MASTER PLAN
Source: ECsOriN, SDUigLTitIaNlGG EloNbGeI,NGEEeRoSEye, ELIaTrTthLsEtaRrOGCeKo, gArRaKphAiNcSs,AS
0 45 90 180 270 360
Feet CNES/Airbus DS, USDA, USGSJU, NAEe,ro2G01R8ID, IGN, and the GIS
User Community
1 inch = 200 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #9 - PINE STREET BOOSTER PUMP STATION REPLACEMENT

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
Unit Cost Total Cost
1 Trench & Excavation Safety Systems
$2,000
2 Insurance, Bonds, Mobilization, Demobilization $20,000
$286,000
3 Factory-Built Booster Pump Station $24,000
$14,000
4 Concrete Foundation $36,000
$34,000
5 Field-Installed Split-Face Rock Exterior $27,000

6 Site Improvements and Yard Piping

7 Demolition of Existing Structure

8 Electrical

TOTAL CONSTRUCTION COST $443,000
CONTINGENCY (10%) $44,300

TOTAL COST ESTIMATE $487,000

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

CARPENTER DAM CONNECT TO 12"
MLKON MALVERN AVENUE

GLOINLKFS CONNECT TO 20"
WATER TRANSMISSION LINE

MALVERN Lake
Catherine
«¬10
Lake
DR MARTIN LUTHER KING JR Catherine

24-INCH WATER TRANSMISSION LINE
ALONG MLK BYPASS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #10
CARPENTER
Lake Hamilton 24" BYPASS EXTENSION

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 1 IMPROVEMENT #10 - BYPASS EXTENSION - CARPENTER DAM ROAD TO MALVERN 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 24-inch DIP Water Line $145 $1,667,500
2 Route Clearing LF 11,500 $8 $89,112
3 36-inch Bore w/ Steel Encasement Pipe LF 11,139
4 20" Connection LF 170 $600 $102,000
$54,570
5 24-inch Gate Valve EA 4 $25,450
$101,800
6 12-inch Connection EA 4 $4,000 $18,000
7 Air Realease Valve LF 100 $25 $16,000
LF 100 $55 $2,500
8 Gravel Surface Repair
$5,500
9 Concrete Surface Repair

Construction Cost Estimate $2,057,000
30% Contingency $617,100
$411,400
20% Engineering, Legal, Environmental, Admin.
$3,086,000
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
LAKESIDE WTP

PULLMAN

HOLLY STREET
2,000,000 GALLON
GROUND STORAGE TANK
O.F. = 876 FT

«¬11 .! RUSSELL

TANK REPAIRS AND INSTALLBOWER
TANK MIXING SYSTEM

POPLAR

EDDY

HOLLY

GLADE GNOLIA

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #11

HOLLY STREET TANK IMPROVEMENTS PARK

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 1 IMPROVEMENT #11 - HOLLY STREET 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 $18,000

2 Tank Mixing System LS 1 $144,000
3 Interior Coating Repair LS 1 $50,000
4 Repairs & Improvements LS 1 $8,900
5 Disinfection LS 1 $14,000
6 Miscellaneous & Incidental LS 1 $5,000

Construction Cost $240,000
30% Contingency $72,000
20% Engineering, Legal, Enviromental, Admin. $48,000

TOTAL COST ESTIMATE $360,000

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

TWINS GRAND
(2) 3,000,000 GALLON
GROUND STORAGE TANKS INSTALL TMS AND
O.F. = 869 FT SAFETY CLIMBING SYSTEM
FOR EACH TANK
«¬12

.! .!

WOOD

HOBSON

CAMPBELL

MASON
COOPER

GARDNER
MOUNTAIN VIEW

ALBERT PIKE

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #12
ERT PIKE
TWINS TANK IMPROVEMENTS

CITY OF HOT SPRINGS, AR ¬«10 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

L

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #12 - TWINS 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 (2) LS 1 $303,000
3 Interior Coating Repair (1) LS 1 $50,000
4 Repairs & Improvements LS 1 $19,440
5 Disinfection LS 1 $10,000
6 Miscellaneous & Incidental LS 1 $5,000

Construction Cost $402,000
30% Contingency $120,600
20% Engineering, Legal, Enviromental, Admin.
$80,400
TOTAL COST ESTIMATE
$600,000

PRESSURE ZONE BOUNDARY 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

INSTALL TMS AND
SAFETY CLIMBING SYSTEM

MUSIC MOUNTAIN ¬«!. 13
3,000,000 GALLON
GROUND STORAGE TANK
O.F. = 710 FT

DR MARTIN LUTHER KING JR ALBERT PIKE

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #13
MUSIC MOUNTAIN TANK IMPROVEMENTS

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 1 IMPROVEMENT #13 - MUSIC MOUNTAIN 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 $144,000
3 Interior Coating Repair LS 1 $50,000
4 Repairs & Improvements LS 1 $9,720
5 Disinfection LS 1 $14,000
6 Miscellaneous & Incidental LS 1 $5,000

Construction Cost $236,000
30% Contingency $70,800
20% Engineering, Legal, Enviromental, Admin. $47,200

TOTAL COST ESTIMATE $350,000

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

MALVERN

PRESSURE ZONE BOUNDARY

EXISTING .! TANK REPAINTING, INSTALL TMS
INDUSTRIAL PARK AND MODIFY TANK OVERFLOW
500,000 GALLON ELEVATED «¬14 PIPING
WATER STORAGE TANK
O.F. = 537 FT

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #14

INDUSTRIAL PARK TANK IMPROVEMENTS

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 1 IMPROVEMENT #14 - INDUSTRIAL PARK 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 $80,000
3 Interior Coating Repair LS 1 $100,000
4 Exterior Coating Repair LS 1 $200,000
5 Repairs & Improvements LS 1
6 Disinfection LS 1 $13,900
7 Miscellaneous & Incidental LS 1 $2,500
$5,000

Construction Cost $415,000
30% Contingency $124,500
20% Engineering, Legal, Enviromental, Admin.
$83,000
TOTAL COST ESTIMATE
$620,000

RIDGE ONE PIPE DIAMETERS

PARK 2 Inch 10 Inch 18 Inch
4 Inch 12 Inch 20 Inch

6 Inch 14 Inch 24 Inch

8 Inch 16 Inch 30 Inch

Country
Club
Lake

BELVEDERE

PRESSURE ZONE BOUNDARY

BELVEDERE
300,000 GALLON
GROUND STORAGE TANK
O.F. = 980 FT

INSTALL ¬«.!15
TANK MIXING SYSTEM

SLEEPY VALLEY

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #15

BELVEDERE TANK 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 1 IMPROVEMENT #15 - BELVEDERE 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 $45,000
3 Interior Coating Repair LS 1 $10,000
4 Repairs & Improvements LS 1
5 Disinfection LS 1 $5,000
6 Miscellaneous & Incidental Work LS 1 $3,500
$5,000

Construction Cost $84,000
30% Contingency $25,200
20% Engineering, Legal, Enviromental, Admin. $16,800

TOTAL COST ESTIMATE $130,000

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

SKYVIEW

WHITTINGTON
WALTER

SAINT GEORGE

WOODMERE

WOODMERE / WHITTINGTON TANK REPAIRS AND INSTALL
250,000 GALLON TANK MIXING SYSTEM
GROUND STORAGE TANK
O.F. = 869 FT

¬«.!

16

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #16

WOODMERE / WHITTINGTON AVENUE TANK

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 1 IMPROVEMENT #16 - WOODMERE / WHITTINGTON 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 $45,000
3 Interior Coating Repair LS 1 $50,000
4 Disinfection LS 1
5 Miscellaneous & Incidental LS 1 $3,500
$5,000

Construction Cost $119,000
30% Contingency $35,700
20% Engineering, Legal, Enviromental, Admin. $23,800

TOTAL COST ESTIMATE $180,000

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

GOLF LINKS MALVERN

CONNECT TO 8" «¬17
WATER LINE ON
MALVERN AVENUE

12" WATER MAIN
ALONG CARPENTER DAM

CONNECT TO 8" CARPENTER DAM CONNECT TO 24"
WATER LINE WATER TRANSMISSION LINE
ALONG BYPASS

DR MARTIN LUTHER KING JR

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #17

12" CARPENTER DAM RD LOOP

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 1 IMPROVEMENT #17 - CARPENTER DAM ROAD WATER MAIN - MALVERN AVE TO MLK BYPASS

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 $133,350
LF 2,667
2 24-inch Connection EA 1 $300 $18,470
3 12-inch Connection EA 1 $75 $7,400
4 8-inch Connection EA 1 $55 $6,100
5 24" Encasement, Bored Bypass Bore LF 800 $25
6 Ashpalt Resurfacing LF 500 $240,000
7 Concrete Resurfacing LF 100 $4,500 $37,500
8 Gravel Surface Repair LF 60 $5,500
EA 1 $1,500
9 Fire Hydrant Assembly
$4,500

Construction Cost Estimate $454,000

30% Contingency $136,200
20% Engineering, Legal, Environmental, Admin. $90,800

TOTAL COST ESTIMATE $681,000

EXIT 3 EB ON PIPE2DInIAchMETER10SInFcRhUITWO1O8DInch

SAN PABLO 4 Inch 12 Inch 20 Inch
MURDOCK
LAKEBSOHOLIRVAER 6 Inch 14 Inch 24 Inch
CORTEZ
8 Inch 16 InchIRONW3O0OIDnch

DR MARTIN LUTHER KING JR

BELLA ROSA

VILLAGE SAN MATEO SAN PEDRO
SANTA ANNA
SONORA

GRANADA SANTA FE

CONNECT TO 6"
ON SILVER SPUR

CONNECT TO 6" SAN JUAN OLD HICKORY PEACH BLOSSOM
ON SANTA CRUZ SILVER SPUR
¬«22 WILLOWBEND

SANTA CRUZ FOREST LAKES

6-INCH WATER LINE
LOOP

PINTO

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

S
DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #22
T ROCKYRE
LITTLE OAK CENARK
6" SANTA CRUZ LOOP

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

1 inch = 500 feet

O F

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #22 - SANTA CRUZ LOOP - SANTA CRUZ TO SILVERSPUR ST

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 $6,450
2 6-inch Connection LF 215 $12,400
EA 2 $50
3 Asphalt Surface Repair LF 20 $8.00 $1,000
LF 120 $960
4 Route Clearing LS
5 Miscellaneous & Incidential $5,000

Construction Cost Estimate $26,000

30% Contingency $7,800
20% Engineering, Legal, Environmental, Admin. $5,200
$39,000
TOTAL COST ESTIMATE

PIPE DIAMETERS

2 Inch 10 Inch 18 Inch

DR MARTIN LUTHER KING JR 4 Inch 12 Inch EXIT22440EIInnBccOhhFF
6 Inch 14 Inch

8 Inch 16 Inch 30 Inch

BELLA ROSA VCK
SAN PEDRO
DONS
SAN MATEO SANTA ANNA SECTION LINE
PEACH BLOSSOM
UNNAMED

WILLOWBEND HICKORYCONNECT TO 8" CONNECT TO 8"
ON FOREST LAKES ON TWIN POINTS

OLD BLVD

FOREST LAKES «¬23 TWIN POINTS

PINTO HIGDON FERRY

8-INCH WATER LINE
LOOP

CONNECT TO 8"
ON TWIN POINTS

CENARK RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #23

8" TWIN POINTS LOOP TEMPERANCE HILL

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 1 IMPROVEMENT #23 - TWIN POINTS LOOP - CONNECT 8-INCH LINES ON TWIN POINTS 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 8-inch PVC Water Line $30 $63,000
LF 2,100
2 8-inch Connection EA 3 $4,000 $12,000
3 8-inch Gate Valves EA 2 $1,500 $3,000
LF 240
4 Asphalt Surface Repair LF 320 $50 $12,000
LS $8.00 $2,560
5 Route Clearing $5,000
6 Miscellaneous & Incidential

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

OAKCLIFF PIPE DIAMETERS SHADY GROVE
ALCORN 2 Inch 10 Inch
4 Inch 12 Inch
WINONA 6 Inch 14 Inch
GREENW OOD 00011 8 Inch 16 Inch 18 Inch
SELMA 20 Inch
CHEROKEE00013 24 Inch
30 Inch
MILLER
CARSON

LASER VIRGINIA KAY
INDIANA
KENTUCKY
NEVADA

CENTRAL SAINT LOUIS TROUPE

TRIVISTA TRIVISTA LEFT CONNECT TO 6"
99008 ON TRIVISTA RIGHT

FAIR

TRIVISTA RIGHT

6-INCH WATER LINE
L0O10O0P2 ON FAIR ST.

LANGSTON
TALISMAN «¬24
LEVIN
CONNECT TO 6"
ON LANGSTON ST.

HOLLYWOOD

HALFMILE

IDA

TUGGLE

HIGHLAND

RED = NEAR TERM IMPROVEMENTS
BLUE = MIDTERM IMPROVEMENTS

PURPLE = LONG TERM IMPROVEMENTS

SELLERS
EWING

DELAWARE
CLAIRMONT
DISTRIBUTION SYSTEM IMPROVEMENTS - IMPROVEMENT #24

6" FAIR STREET LOOP

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

1 inch = 500 feet

CRIST ENGINEERS, INC.

JOB ESTIMATE COST SUMMARY

PROJECT: PH 1 IMPROVEMENT #24 - FAIR STREET LOOP - TRIVISTA RIGHT TO LANGSTON

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 355
3 Ashpalt Resurfacing EA 2 $30 $10,650
4 Miscellaneous & Incidental LF 355 $12,400
LS
$75 $26,625
$5,000

Construction Cost Estimate $55,000
30% Contingency $16,500
$11,000
20% Engineering, Legal, Environmental, Admin. $83,000
TOTAL COST ESTIMATE