Specifications.pdf
PDF 42 MB Posted
- Attached to
- SW Nutmeg Drainage Improvements
- Solicitation number
- IFB-26-58
- Issued by
- Benton County, Arkansas
About this file
This is a specifications document for the South Nutmeg Drainage Improvements project (PIIP 23-0002) prepared by Meshek & Associates, L.L.C. for the City of Bentonville, Arkansas. The project scope involves removing existing small diameter storm sewer pipes and replacing them with an 8x3 box culvert, regrading a detention pond and downstream channel, relocating water and sanitary sewer utilities, constructing new storm inlets and junction boxes, and replacing street, sidewalk, and driveway surfaces. The 64-sheet construction plan set, printed June 27, 2026, contains detailed drawings including site plans, pay items, typical sections, erosion control details, survey data, geometric data, channel and pond profiles, storm and sanitary sewer plans, roadway plans, waterline plans, drainage area maps, cross sections, demolition plans, and detail sheets. The project is entirely within the corporate limits of the City of Bentonville and must comply with current City of Bentonville Standards and Specifications, Arkansas Department of Environmental Quality requirements, and the 2014 Arkansas State Highway and Transportation Department Standard Specifications for Highway Construction.
All construction work must adhere to Bentonville's 2021 Water Utilities Department Specifications and current City standards as applicable. The specifications reference multiple standard details including ARDOT roadway standards for curbing and flared end sections, City of Bentonville water/sewer details for encasement and bedding, and utility coordination requirements with multiple providers including Bentonville Electric Utility Department, AT&T, Cox Communications, Black Hills Energy, and the Fire Department. Key contact personnel are identified for all relevant departments and utilities. The project includes detailed specifications for asphalt paving (2-inch surface course and 3-inch binder course), concrete sidewalks, Class 7 aggregate base courses, geotextile reinforcement, and various utility installations including water service details, sanitary sewer service wyes, and force main bedding details. Contract Authority Number 2330 expires December 31, 2026.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Notice-SW Nutmeg Drainage Improvements.pdf |
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Text version
UTILITY CONTACTS
SOUTH NUTMEG DRAINAGE
IMPROVEMENTS
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CITY OF BENTONVILLE, ARKANSAS
SHEET 1 OF 64 SHEETS
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C.A. 2330 EXPIRES 12/31/26
5100 S Thompson St, No. 204
Springdale, AR 72764
(PH) 918-392-5620
(FAX) 918-392-5621
CITY ENGINEER DATE
DATE
MESHEK & ASSOCIATES, L.L.C.
ALLEN DAMRON, P.E.
APPROVED BY
NOTE:
ALL CONSTRUCTION TO BE IN STRICT ACCORDANCE WITH CURRENT
CITY OF BENTONVILLE STANDARDS AND SPECIFICATIONS.
THIS PROJECT COMPLIES WITH ALL ARKANSAS DEPARTMENT OF
ENVIRONMENTAL QUALITY (ARDEQ) REQUIREMENTS.
STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION,
ARKANSAS STATE HIGHWAY AND TRANSPORTATION DEPARTMENT,
2014 EDITION SHALL GOVERN. CITY OF BENTONVILLE CURRENT
STANDARDS WILL BE USED AS APPLICABLE.
THE CITY OF BENTONVILLE WATER UTILITIES DEPARTMENT
SPECIFICATIONS, 2021 SHALL GOVERN. ENTIRE PROJECT IS WITHIN
CORPORATE LIMITS OF CITY OF BENTONVILLE.
PROJECT SITE
DRAWING INDEX
- TITLE SHEET
- AERIAL OVERVIEW
- PAY ITEMS AND NOTES (ROADWAY)
- PAY ITEMS AND NOTES (SANITARY SEWER)
- PAY ITEMS AND NOTES (WATERLINE)
- TYPICAL SECTIONS & DETAILS
- EROSION CONTROL
- SURVEY DATA
- GEOMETRIC DATA
- CHANNEL PLAN & PROFILE
- POND GRADING PLAN
- POND CHANNEL PROFILES
- STORM PLAN & PROFILE
- STORM PROFILES
- ROADWAY PLAN & PROFILES
- FORCE MAIN PLAN & PROFILE
- SANITARY SEWER PLAN & PROFILES
- WATERLINE PLAN & PROFILES
- DRAINAGE AREA MAP
- DRAINAGE SUMMARY
- CROSS SECTIONS
- DEMO
- DETAIL SHEETS
ADVERTISEMENT DATE
6 - 20
21 - 22
24 - 26
29 - 30
33 - 34
36 - 37
38 - 39
42 - 52
53 - 54
55 - 64
PROFILE NUMBER
SHEET NUMBER ON WHICH IT IS LOCATED
DETAIL DESCRIPTION
SCALE: 1"=XX'1
REFERS TO A PROFILE OR ELEVATION
DRAWING REFERENCE LEGEND CONSTRUCTION PLANS FOR
PIIP23-0002
MESHEK & ASSOCIATES, L.L.C.
PREPARED BY:
MESHEK & ASSOCIATES, L.L.C.
23-T19N-R31W 24-T19N-R31W
13-T19N-R31W 14-T19N-R31W
11-T19N-R31W 12-T19N-R31W
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ENGINEERING DEPARTMENT
JARED BRIGHTWELL
CITY OF BENTONVILLE
3200 SW MUNICIPAL DRIVE
BENTONVILLE, AR. 72712
PHONE: (479) 271-3168
STREET DEPARTMENT
CITY OF BENTONVILLE
3200 SW MUNICIPAL DRIVE
BENTONVILLE, AR. 72714
PHONE: (479) 271-3130
WATER
CITY OF BENTONVILLE
3200 SW MUNICIPAL DRIVE
BENTONVILLE, AR. 72712
PHONE: (479) 271-3140
SANITARY SEWER
CITY OF BENTONVILLE
3200 SW MUNICIPAL DRIVE
BENTONVILLE, AR. 72712
PHONE: (479) 271-3140
DEPARTMENT OF
TRANSPORTATION
DAN WEESE
CITY OF BENTONVILLE
3200 SW MUNICIPAL DRIVE
BENTONVILLE, AR. 72712
PHONE: (479) 271-3168
DEPARTMENT OF HEALTH
ARKANSAS DEPARTMENT OF
HEALTH
DIVISION OF ENGINEERING,
SLOT 37
4815 W. MARKHAM
LITTLE ROCK, AR 72205
PHONE: (501) 661-2623
ELECTRIC
BENTONVILLE ELECTRIC UTILITY
DEPT. (BEUD)
3200 SW MUNICIPAL DRIVE
BENTONVILLE, AR. 72712
PHONE: (479) 271-3140
AT&T ENGINEERING
BRYAN WILLIAMS
700 W WALNUT ST
ROGERS, AR 72756
PHONE: (479) 249-5194
COX:
MICHAEL MOORE
4901 S 48TH STREET
SPRINGDALE, AR. 72762
PHONE: (479) 717-3730
CHAD HODGE
PHONE: (479) 263-7057
TIMOTHY GOSS
PHONE: (479) 651-5583
BLACK HILLS ENERGY
JOSH KNIGHT
1301 FEDERAL WAY, PO BOX 2129
LOWELL, AR. 72745
PHONE: (479) 320-5091
MOBILE: (479) 721-4543
FIRE DEPARTMENT:
CITY OF BENTONVILLE
CONTACT: BRENT BOYDSTON
(FIRE CHIEF)
800 S.W. A STREET
BENTONVILLE, AR 72712
PHONE: (479) 271-5927
5/19/2022 ARDOT ROADWAY STANDARDS:
CG-1 CURBING DETAILS
FES-1 FLARED END SECTION
FES-2 FLARED END SECTION
FPC-9E DETAILS OF DROP INLETS (TYPE C)
PCP-3 PLASTIC PIPE CULVERT (POLYPROPYLENE)
CITY OF BENTONVILLE WATER/SEWER DETAILS:
GWS01 ENCASEMENT DETAIL
GWS07 TYPICAL BEDDING DETAIL
W02 WATER SERVICE DETAIL 1"
W07 VALVE BOX VALVE STEM & TRACER WIRE INSTALLATION
W13 CUT/CAP DETAIL
SS06 SANITARY SEWER SERVICE WYE
LS09 TYPICAL BEDDING DETAIL FOR FORCE MAIN
MESHEK &
ASSOCIATES, LLC
No. 2330
06/27/2026
SW
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C .R
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FINISHED GRADE
AS SHOWN ON P&P SHEET
13'-0"
2% (1/4" PER FT)
2" ASPHALT SURFACE COURSE,
REFER TO BENTONVILLE MINIMUM
STANDARD SPECIFICATIONS FOR
STREETS (SECTION 500)6" CURB
TYPE A SEE
ARDOT STD. CG-1
1'-0" 4:1 MAX.
4:1 MAX.
EX
IS
TI
N
G R
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H
T- O
F- W
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13'-0"
1'-0"
TACK COAT (TYP)
2% (1/4" PER FT)
5'-0"
1.5%
4" CONCRETE SIDEWALK
3" CLASS 7
AGGREGATE BASE
5'-0"
4:1 MAX.
4:1 MAX.
EX
IS
TI
N
G R
IG
H
T- O
F- W
AY
5'-0"
1.5%
5'-0"
COMPACT TO
MINIMUM 90% STD.
DENSITY
SOLID SLAB SODDING
(ALL DISTURBED AREAS)
SUBGRADE AND BASE
COMPACTED 1' BEYOND BACK OF CURB
PRIME COAT MINIMUM 6" CLASS
7 AGGREGATE
BASE
GEOTEXTILE
REINFORCEMENT
(TENCATE MIRAFI
160N OR EQUAL)
COMPACT TO MINIMUM
95% STD. DENSITY
1'-0" 1'-0"
1'-6" 1'-6"
REFER TO BENTONVILLE
STANDARD SPECIFICATIONS
FOR STREETS (SECTION 900)
3" ASPHALT BINDER, REFER TO
BENTONVILLE MINIMUM STANDARD
SPECIFICATIONS FOR STREETS
(SECTION 500)
4:14:1
20'-0" 5'-0"4'-0" 4'-0" 20'-0"
C .R
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VARIES, SEE
CROSS
SECTIONS
VARIES, SEE
CROSS
SECTIONS
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4" CONCRETE SIDEWALK
3" AHTD CLASS 7
AGGREGATE
BASE
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1 SCALE: NONE
NUTMEG INLET DETAILS - ST02
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HEADWALL DETAIL (HW03)
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RIPRAP INSTALLATION
C A L S
SCALE: 1" = 40' DATE: 2/1/2023
TOPOGRAPHIC BOUNDARY SURVEY
BENTON COUNTY, ARKANSAS
JOB #
22-363
DRAWN BY:
ASG
CHK'D BY:
RJC
PAGE
CASTER & ASSOCIATES
LAND SURVEYING, INC.
2715 SE "I" Street, Suit 5
Bentonville, AR 72712
(479) 268-4464
CITY OF BENTONVILLE
FLOOD CERTIFICATION:
I CERTIFY THAT I HAVE EXAMINED THE OFFICIAL FLOOD INSURANCE HAZARD RATE MAP PANEL NO. 05007C0255K (EFFECTIVE DATE
06/05/2012) AND FOUND IN THE DESCRIBED PROPERTY HEREON LIES IN ZONE "X", AN AREA HAVING NO SPECIAL FLOOD HAZARDS.
NOTES:
1. BASIS OF BEARINGS: ARKANSAS STATE PLANE COORDINATE SYSTEM, NORTH ZONE.
2. DECLARATION IS MADE TO ORIGINAL PURCHASER OF THE SURVEY. IT IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR
SUBSEQUENT OWNERS.
3. THIS SURVEY IS VALID ONLY IF THE DRAWING INCLUDES THE SEAL AND SIGNATURE OF THE SURVEYOR.
4. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION, ATLAS MAPS AS MAY BE AVAILABLE
FROM MUNICIPALITIES OR UTILITY COMPANIES, AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES STATE THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND
UTILITIES.
5. EVERY DOCUMENT OF RECORD REVIEWED AND CONSIDERED AS A PART OF THIS SURVEY IS NOTED HEREON. ONLY THE DOCUMENTS
NOTED HEREON WERE SUPPLIED THE SURVEYOR. NO ABSTRACT OF TITLE OR TITLE COMMITMENT WERE FURNISHED THE SURVEYOR. THERE
MAY EXIST OTHER DOCUMENTS OF RECORD WHICH WOULD AFFECT THIS PARCEL.
6. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE
COVENANTS, OWNERSHIP, TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE COMMITMENT MAY DISCLOSE.
SURVEYOR'S CERTIFICATE:
I CERTIFY THAT I HAVE COMPLETED A SURVEY OF THE ABOVE DESCRIBED PROPERTY. THE PROPERTY LINES
AND CORNER MONUMENTS ARE TO THE BEST OF MY KNOWLEDGE AND ABILITY, CORRECTLY ESTABLISHED, AND THERE ARE NO VISIBLE ENCROACHMENTS EXCEPT AS SHOWN ON THIS PLAT. THIS SURVEY MEETS THE
CURRENT "MINIMUM STANDARDS FOR PROPERTY BOUNDARY SURVEYS", PER THE STATE OF ARKANSAS.
ROBERT J. CASTER, P.L.S. NO. 1370, ARKANSAS DATE
& PT BRIGHTON COTTAGES SUB.
PT WILDWOOD SUB. PHASES III & IV
S
LA L
S
NOI
A N
UR
D S
STATE OF
ARKANSAS
NO.1370
SIGNATURE
E G
P O
F E R
R
SI R E
R
VE
Y O
D T E
R O
B
E R T J . C AS T
E R
CERTIFICATE OF AUTHORIZATION
COA CERTIFICATE NUMBER: 3049
LEGEND
FOUND REBAR
UTILITY POLE
PROPERTY LINE
CENTERLINE
WATER LINE
EASEMENT
GAS LINE
DOG BAG
STATION
BENCH
T
T
T
T
T
T
T
T
T
T
T
P.N. 01-12673-000
P.N. 01-12674-000
P.N. 01-12675-000
P.N. 01-12676-000
P.N. 01-12677-000
P.N. 01-12678-000
P.N. 01-12679-000
P.N. 01-12680-000
P.N. 01-13847-000
P.N. 01-13848-000
P.N. 01-13849-000
P.N. 01-13850-000
P.N. 01-13898-000
P.N. 01-13864-000
SAN. SWR. MANHOLE
TOP RIM = 1269.74'
FL IN NW = 1264.89'
FL OUT E = 1264.82'
SAN. SWR. MANHOLE
TOP RIM = 1269.85'
FL IN N = 1265.50'
FL OUT SE = 1265.38'
SAN. SWR. MANHOLE
TOP RIM = 1269.30'
FL IN SE = 1261.89'
FL OUT N = 1261.48'
SAN. SWR. MANHOLE
TOP RIM = 1270.72'
FL IN E = 1262.57'
FL OUT NW = 1262.41'
SAN. SWR. MANHOLE
TOP RIM = 1268.84'
FL IN N = 1260.59'
FL IN S = 1260.63'
FL OUT W = 1260.49'
S W
J A
S M
I N
E
S
T
SW
C
H
IN
Q U
AP
IN
A V
E
N
U T
M E
G
S
T
SW
JOSHUA AVE
P.N. 01-13804-000
P N
P.N. 01-17607-000
P.N. 01-17612-000
SAN. SWR. MANHOLE
TOP RIM = 1269.94'
FL IN N = 1258.96'
FL IN W = 1258.83'
FL IN E = 1258.93'
FL OUT S = 1258.69'
TOP RIM = 1269.62'
24"CMP
C/L FL = 1264.98'
24" CMP
C/L FL = 1263.71'
24" CMP
C/L FL = 1263.41'
TOP RIM = 1268.44'
18" RCP PIPE IN
24" CMP OUT
C/L FL = 1264.57'
TOP RIM = 1269.56'
36" CMP IN
24" CMP OUT
C/L FL = 1264.30'
TOP RIM = 1268.66'
24" CMP IN
24" DOUBLE RCP OUT
C/L FL = 1264.34'
TOP RIM = 1268.76'
24" DOUBLE RCP
C/L FL = 1264.27'
24" CMP
C/L FL = 1263.81'
24" CMP
C/L FL = 1263.82'
24" CMP
C/L FL = 1263.68'
TOP RIM = 1267.63'
24"CMP
C/L FL = 1263.93'
TOP RIM = 1267.55'
24"CMP
C/L FL = 1264.12'
40 0 40 80 16020
S
W
J A
S M
I N
E
S
T
F F
S
W
J A
S M
I N
E
S
T
F F
S
W
J A
S M
I N
E
S
T
F F
2400 S W
C H
IN
Q
U A
P
IN
A V
E
FF=1270.96'
POND
S
W
N
U T
M E
G
S
T
F F
N
U
T
M
E
G
F
F
2403 S W
C H
IN
Q
U A
P
IN
A V
E
FF=1270.74'
P.N. 01-12731-000
P.N. 01-12730-000
P.N. 01-12729-000
P.N. 01-12728-000
P.N. 01-12727-000
P.N. 01-12726-000
SAN. SWR. MANHOLE
TOP RIM = 1270.14'
FL IN N = 1258.33'
FL OUT SW = 1258.19'
SAN. SWR. MANHOLE
TOP RIM = 1269.7'
FL IN NE = 1256.49'
FL OUT W = 1256.35'
TOP RIM = 1268.30'
24"CMP
C/L FL = 1264.27'
TOP RIM = 1270.24'
24"CMP
C/L FL = 1264.31'
TOP RIM = 1270.04'
24"CMP
C/L FL = 1265.00'
TOP N INLET = 1268.71'
TOP S INLET = 1268.80'
18" RCP IN
24"CMP OUT
C/L FL = 1265.15'
TOP N INLET = 1268.90'
TOP S INLET = 1268.88'
18" RCP
C/L FL = 1265.61'
SAN. SWR. MANHOLE
TOP RIM = 1269.65'
FL IN NE = 1264.44'
FL OUT S = 1264.23'
36" CMP
C/L FL = 1263.74'
TOP RIM = 1270.19'
36" DOUBLE CMP
C/L FL = 1264.13'
36" CMP
C/L FL = 1263.73'
T
ELECTRIC RISER
TELEPHONE RISER
AIR CONDITIONER
GAS METER
DRAINAGE MANHOLE
CLEAN OUT
GRATED INLET
WATER VALVE
WATER METER
SANITARY/SEWER MANHOLE
FIRE HYDRANT
UNDERGROUND ELECTRIC LINE
UNDERGROUND TELEPHONE LINE
SANITARY/SEWER LINE
FENCE LINE
HANDRAIL
LIGHT POLE
MAILBOX
CONIFEROUS TREE
DECIDUOUS TREE
SHRUB
CONTOUR LINE
4.5'X8' BOX
SITE BENCHMARK
FLANGE BOLT BETWEEN
"E" AND "L" IN "MUELER"
ELEV. = 1270.39'
SITE BENCHMARK
FLANGE BOLT BETWEEN
"E" AND "L" IN "MUELER"
ELEV. = 1271.30'
N:734138.74
E:652166.50
ELEV:1267.85
N:734139.70
E:652150.06
ELEV:1267.88
N:734087.20
E:652141.50
ELEV:1267.47
N:734429.58
E:652532.05
ELEV:1268.98
N:733915.07
E:651712.83
ELEV:1267.21
N:733837.88
E:652153.56
ELEV:1270.52
N:734234.94
E:651996.77
ELEV:1267.76
N:734219.57
E:652161.37
ELEV:1267.71
CONTROL POINT 7
CONTROL POINT 8
CONTROL POINT 4
CONTROL POINT 2
CONTROL POINT 1
CONTROL POINT 3
CONTROL POINT 6
CONTROL POINT 5
SANITARY FORCE MAIN
07/11/2024
23 64
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01 CENTER TRICKLE CHANNEL PROFILE
02 EAST TRICKLE CHANNEL PROFILE 03 NORTH TRICKLE CHANNEL PROFILE
04 NORTHWEST TRICKLE CHANNEL PROFILE 05 SOUTHWEST TRICKLE CHANNEL PROFILE
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01 POND SIDEWALK PROFILE
01 POND SIDEWALK PROFILE
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DA-03-01-A
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File details come from the government source that posted it. Updated .