HomeMy WebLinkAbout114-26 RESOLUTION
Page 1
113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 114-26
File Number: 2026-1390
A RESOLUTION TO AWARD BID 26-32 AND AUTHORIZE A CONTRACT WITH HUTTON
CORPORATION IN THE AMOUNT OF $166,647.00 FOR THE INSTALLATION OF SECURITY
BOLLARDS IN THE UPPER RAMBLE, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT
OF $20,000.00, AND TO APPROVE A BUDGET AMENDMENT
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid 26-32 and authorizes a
contract with Hutton Corporation in the amount of $166,647.00 for the installation of security bollards in the Upper
Ramble, and further approves a project contingency in the amount of $20,000.00.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget amendment, a copy of
which is attached to this Resolution.
PASSED and APPROVED on May 5, 2026
Approved:
_______________________________
Molly Rawn, Mayor
Attest:
_______________________________
Kara Paxton, City Clerk Treasurer
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
Mailing address:
113 W. Mountain Street
Fayetteville, AR 72701
www.fayetteville-ar.gov
CITY COUNCIL MEMO
2026-1390
MEETING OF MAY 5, 2026
TO: Mayor Rawn and City Council
THROUGH: Keith Macedo, Chief of Staff
FROM: Chris Brown, Public Works Director
SUBJECT: A Resolution Approving a Contract with Hutton Corporation in the amount of
$166,647.00 for Installation of Security Bollards at the Upper Ramble and approving a
Contingency in the amount of $20,000.
RECOMMENDATION:
Staff recommends approval of a Resolution approving a contract in the amount of $166,647.00 with Hutton
Corporation for installation of high security bollards at the Upper Ramble, contingency in the amount of
$20,000, and approval of a budget amendment.
BACKGROUND:
The Upper Ramble hosts large gatherings and includes three corner locations where vehicular access is
possible, presenting a safety risk that warrants mitigation. A combination of retractable and removable bollards
planned to reduce the risk of unauthorized vehicular access to the park.
The City Council has previously approved purchase of these bollards from Delta Scientific Corporation. Delta
Scientific has provided a shipping date of no later than May 28th.
DISCUSSION:
Bids for this project were opened on April 14th. Hutton Corporation of Wichita, KS is the lowest responsive
bidder on the project at $166,647.00. Two other bids were submitted but were rejected due to missing
information in their bids.
This contract includes a required completion date of June 19th, contingent on receipt of the bollards by June
1st. Due to this tight timeframe, a relatively large contract contingency is requested so that contract additions
for unforeseen conditions can be approved administratively.
BUDGET/STAFF IMPACT:
Funds for this contract are being moved to the Arts Corridor 2022 Bond Funds project with the included budget
amendment.
ATTACHMENTS: 3. Staff Review Form, 4. Budget Amendment, 5. Hutton Agreement - Upper Ramble Bollard
Installation, 6. Bid 26-32, Bid Tab - Final, 7. Bid 26-32, FILE #02 - Plans
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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City of Fayetteville, Arkansas
Legislation Text
113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
File #: 2026-1390
A RESOLUTION TO AWARD BID 26-32 AND AUTHORIZE A CONTRACT WITH HUTTON
CORPORATION IN THE AMOUNT OF $166,647.00 FOR THE INSTALLATION OF
SECURITY BOLLARDS IN THE UPPER RAMBLE, TO APPROVE A PROJECT
CONTINGENCY IN THE AMOUNT OF $20,000.00, AND TO APPROVE A BUDGET
AMENDMENT
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE,
ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby awards Bid 26-32 and
authorizes a contract with Hutton Corporation in the amount of $166,647.00 for the installation of
security bollards in the Upper Ramble, and further approves a project contingency in the amount of
$20,000.00.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget
amendment, a copy of which is attached to this Resolution.
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
4/16/2026
Submitted Date
Yes
0.41$
186,647.00$
Must Attach Completed Budget Adjustment!
V20180321
Budgeted Item?
Does item have a cost?
Budget Adjustment Attached?
Current Budget
Funds Obligated
Current Balance
Item Cost
Budget Adjustment
Remaining Budget
18,194.00$
18,193.59$
Yes
Yes 186,647.00$
0.41$
46080.7800
Project Number
Budget Impact:
Arts Corridor 2022 Bond Funds
Fund
Sales Tax Capital4470.090.8900-5315.00
Account Number
Project Title
City of Fayetteville Staff Review Form
2026-1390
Legistar File ID
5/5/2026
City Council Meeting Date - Agenda Item Only
Staff recommends approval of a Resolution approving a contract in the amount of $166,647.00 with Hutton
Corporation for installation of high security bollards at the Upper Ramble, contingency in the amount of $20,000,
and approval of a budget amendment.
N/A for Non-Agenda Item
Action Recommendation:
Submitted By
Sara Combs ENGINEERING (621)
Division / Department
Comments:
Purchase Order Number:
Change Order Number:
Previous Ordinance or Resolution #
Approval Date:
Original Contract Number:
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
City of Fayetteville, Arkansas - Budget Amendment/Adjustment
(Agenda)
Budget Year Division
/Org2 ENGINEERING (621)
BA Number
2026 Requestor:Sara Combs
BUDGET AMENDMENT/ADJUSTMENT DESCRIPTION:
Staff recommends approval of a Resolution approving a contract in the amount of $166,647.00 with Hutton Corporation for
installation of high security bollards at the Upper Ramble, contingency in the amount of $20,000, and approval of a budget
amendment.
COUNCIL DATE:5/5/2026
ITEM ID#:2026-1390
Holly Black
4/16/2026 2:12 PM
Budget Division Date
TYPE:D - (City Council)
JOURNAL #:
GLDATE:
RESOLUTION/ORDINANCE CHKD/POSTED:/
v.202646TOTAL--
Increase / (Decrease)Project.Sub#
Account Number Expense Revenue Project Sub.Detl AT Account NameGLACCOUNTEXPENSEREVENUEPROJECTSUBATDESCRIPTION X
4470.090.8900-5315.00 166,647 -46080 7800 EX Contract Services
4470.090.8900-5911.99 20,000 -46080 7800 EX Contingency - Capital Project
4470.090.8900-5400.00 (186,647)-15008 1 EX Building & Grounds - Maintenance
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Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
5 May
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May 5 26
Kara Paxton, City Clerk Treasurer
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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Total
Line #Description QTY UOM Unit Extended Unit Extended Unit Extended
1 Mobilization 1 LS $3,000.00 $3,000.00 $4,500.00 $4,500.00 $850.00 $850.00
2 Insurance & Bonding 1 LS $6,100.00 $6,100.00 $3,500.00 $3,500.00 $2,872.00 $2,872.00
3 Trench & Excavation Safety 1 LS $1,500.00 $1,500.00 $1,800.00 $1,800.00 $2,500.00 $2,500.00
4 Construction Control 1 LS $3,000.00 $3,000.00 $3,700.00 $3,700.00 $1,200.00 $1,200.00
5 Erosion Control 1 LS $1,500.00 $1,500.00 $2,800.00 $2,800.00 $500.00 $500.00
6 Temporary Construction Fencing (6-FT Chain Link)400 LF $12.00 $4,800.00 $6.25 $2,500.00 $4.00 $1,600.00
7 Demolition of Concrete Pavement (Unreinforced)30 SY $90.00 $2,700.00 $110.00 $3,300.00 $55.00 $1,650.00
8 Demolition of Concrete Pavement (Reinforced)85 SY $100.00 $8,500.00 $120.00 $10,200.00 $55.00 $4,675.00
9 Remove and Reinstall 2'x4" Pavers 20 SY $200.00 $4,000.00 $575.00 $11,500.00 $900.00 $18,000.00
10 6" Thick Fiber Reinforced Concrete w/Class 7 Base 30 SY $232.00 $6,960.00 $104.00 $3,120.00 $890.00 $26,700.00
11 6" Thick Steel Reinforced Concrete w/Class 7 Base 85 SY $232.00 $19,720.00 $125.00 $10,625.00 $500.00 $42,500.00
12 Retractable Bollard Footing (Single Bollard)2 EA $4,500.00 $9,000.00 $2,279.00 $4,558.00 $10,600.00 $21,200.00
13 Retractable Bollard Footing (Double Bollard)1 EA $4,270.00 $4,270.00 $8,757.00 $8,757.00 $9,200.00 $9,200.00
14 Retractable Bollard Footing (Triple Bollard)1 EA $7,630.00 $7,630.00 $9,551.00 $9,551.00 $19,000.00 $19,000.00
15 Fixed Bollard Footing (5-Bollard Array)1 LS $5,600.00 $5,600.00 $13,012.49 $13,012.49 $8,700.00 $8,700.00
16 Traffic Control Maintenance 1 LS
$3,000.00 $3,000.00 $3,000.00 $3,000.00 $5,500.00 $5,500.00
$96,423.49
Incomplete Incomplete
$91,280.00
Bid 26-32, Construction - Upper Ramble Bollard Installation
BID TABULATION
* NOTICE: Bid award is contingent upon supplier meeting minimum specifications and formal authorization by City Officials.
Kenny Fitch, Sr Procurement Agent
______________________________________________________________________________
Trevel Young, Procurement Agent
______________________________________________________________________________
Sandridge Construction Oelke Construction
Company Hutton Design Build
Certification of Funds: $220,000 ($275,000 maximum allowed)
Deadline: Tuesday, April 14, 2026 at 2:00 PM
$166,647.00
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
UPPER RAMBLE BOLLARD INSTALLATION
PROJECT
VICINITY MAP
NTS
PHONE: (479) 575-8206
ENGINEERING DIVISION
CITY OF
ARKANSAS
FAYETTEVILLE
SHEET NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
DESCRIPTION
TITLE SHEET & INDEX OF SHEETS
NOTES & LEGEND
SUPPLEMENTAL CONSTRUCTION NOTES
BOLLARD LOCATIONS #1- #4 OVERALL PLAN
BOLLARD LOCATIONS #1 - #4 PLAN VIEW
DELTA SCIENTIFIC DSC 720 COUNTERWEIGHT BOLLARD
DELTA SCIENTIFIC DSC720M-SS CW BOLLARD, 25FT. RADIUS FOUNDATION
GENERAL ARRANGEMENT
DELTA SCIENTIFIC DSC700 SERIES COUNTERWEIGHTED BOLLARD
FOUNDATION SPECIFICATION
DELTA SCIENTIFIC MODEL DSC720M-SS FULLY WELDED COVER/LID STAINLESS
STEEL
DELTA SCIENTIFIC DSC700M INSTALLATION INSTRUCTIONS
DELTA SCIENTIFIC DSC 600-1 OPTIONAL FOUNDATION, 25FT. RADIUS
DELTA SCIENTIFIC DSC600-SS FULLY WELDED COVER (SLEEVE/LID), STAINLESS
STEEL
DELTA SCIENTIFIC DSC600 INSTALLATION INSTRUCTIONS & CONCRETE
SPECIFICATIONS
PAVEMENT DETAILS
UPPER RAMBLE DETOUR MAP #1
UPPER RAMBLE DETOUR MAP #2
INDEX OF SHEETS
M
A
T
THEW B L A N C H A RD
No. 17159
S T A T E O F
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
2
Overhead Electric
Edge of Pavement
Utility Easement
Drainage Easement
Fence
Centerline Road
Underground Electric Cable
Temporary Construction Easement
Underground Telephone Cable
Underground TV Cable
Sanitary Sewer (size noted)
Waterline (size noted)
Contours
Right of Way
EXISTING
LINETYPES
PROPOSED
Gas Line
Flared End Section
Fire Hydrant Assembly
Ex. Sanitary Sewer Manhole
Power Pole
Gas Meter
Water Meter
Water Valve
Telephone Box or Riser
Transformer Pad
Guy Wire
Light Pole
Tree w/"X" Dia.
SYMBOLS
LEGEND
Sign
GAS
OHE
UGE
UGT
TV
W-12
GAS
METER
PP
DE
Storm Structure (Size Noted)
WM
W-12
LPS-6
EX. UE
EX. ROW
PROP. UE
PROP. ROW
TCE
Proposed Concrete
Proposed Asphalt
Demo
Ex. Storm Inlet
WTL Wattle (Erosion Control)
Prop. S/S Manhole
Ex. S/S Manhole and Line
Wattle
GE
N
E
R
A
L
N
O
T
E
S
,
CO
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13801380
Mill
Rip Rap
GENERAL NOTES:
1.THE CONTRACTOR IS TO CHECK AND VERIFY ALL MEASUREMENTS, DIMENSIONS, LEVELS, PLAN ELEVATIONS, INVERTS, ETC. BEFORE ORDERING MATERIALS AND
PROCEEDING WITH THE WORK, AND IS TO BE RESPONSIBLE FOR THE SAME. REMEDIAL WORK RESULTING FROM LACK OF VERIFICATIONS WILL BE AT THE
CONTRACTOR'S EXPENSE.
2.ALL ROADWAY CUTS SHALL BE TEMPORARILY OR PERMANENTLY REPAIRED WITHIN 24 HOURS OF COMPLETION OF TRENCH BACKFILL.
3.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE DAMAGE OR LOSS OF ANY REFERENCE POINTS AND HUBS DURING THE CONSTRUCTION OF HIS/HER
WORK, AND SHALL BEAR THE COST OF REPLACING SAME.
4.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS, AND THE REQUIREMENTS AND STANDARDS OF LOCAL GOVERNING
AUTHORITY. CARE SHALL BE TAKEN TO PROTECT ANY UTILITIES, TREES, ETC. WHICH ARE TO REMAIN AND NOT TO BE DISTURBED BY THE CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO SUCH PROPERTY.
5.PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN
OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL THE PLANS AND OTHER
DOCUMENTS APPROVED BY ALL THE PERMITTING AUTHORITIES.
6.THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN ALL NECESSARY TEMPORARY WORKS FOR THE PROTECTION OF THE WORK AND THE PUBLIC,
INCLUDING BARRICADES, WARNING SIGN, LIGHTS OR OTHER DEVICES SOLELY AT THE DETERMINATION OF THE CONTRACTOR.
7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE DONE TO THE PREMISES OR ADJACENT PROPERTY PREMISES, OR INJURIES TO THE PUBLIC DURING
THE CONSTRUCTION OF THE WORK, WHETHER CAUSED BY THE CONTRACTOR, SUBCONTRACTORS, OR THE CARELESSNESS OF ANY OF THEIR EMPLOYEES.
8.ALL PAY ITEMS HAVE BEEN EXPLICITLY SET FORTH AS SUCH IN THE PROPOSAL, ALL OTHER ITEMS OF COST ARE TO BE INCLUDED IN THE PRICE OF THE ITEMS
ACTUALLY BID UPON.
9.THE CONTRACTOR SHALL PROVIDE SUCH BRACING, SHEETING AND SHORING, BLASTING PROTECTION, WARNING LIGHTS, AND BARRICADES, ETC. AS MAY BE
NECESSARY FOR THE PROTECTION OF LIFE AND PROPERTY FOR EMPLOYEES AND THE GENERAL PUBLIC. THE CONTRACTOR SHALL COMPLY WITH ALL
APPLICABLE SAFETY STATUTES AND RULES REQUIRING CERTAIN PROTECTIVE PERSONAL APPAREL SUCH AS HARD HATS, EAR PLUGS, EYE SHIELD, PROTECTIVE
SHOES, ETC. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY OR LIABILITY FOR ACTIONS TAKEN BY THE CONTRACTOR WHICH ENDANGER LIFE AND
PROPERTY.
10.ANY FOREIGN ITEM FOUND DURING CONSTRUCTION IS THE PROPERTY OF THE LAND OWNER. THIS INCLUDES, BUT IS NOT LIMITED TO, PRECIOUS METALS, COINS,
PAPER CURRENCY, ARTIFACTS AND ANTIQUES.
11.THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS TO ENSURE THAT THE NEW WORK SHALL FIT INTO THE EXISTING SITE IN THE MANNER INTENDED AND AS
SHOWN ON THE DRAWINGS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL NOTIFY THE
OWNERS REPRESENTATIVE PRIOR TO PERFORMING ANY WORK IN THE AREA INVOLVING DIFFERENCES. NOTIFICATION SHALL BE IN THE DORM OF A DRAWING OR
SKETCH INDICATING FIELD MEASUREMENTS AND NOTES RELATING TO THE AREA.
12.THE CONTRACTOR SHALL MAINTAIN THE SITE IN A NEAT AND ORDERLY CONDITION AT ALL TIMES. DAILY AND MORE OFTEN IF NECESSARY, INSPECT AND PICK UP
ALL SCRAP, DEBRIS, AND WASTE MATERIAL.
13.THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL FINISHED WORK. MAINTAIN SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED UNTIL
ACCEPTANCE BY THE OWNER.
14.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL CLEAN THE PAVED AREAS PRIOR TO REMOVAL OF TEMPORARY SEDIMENT CONTROLS, AS
DIRECTED BY THE CITY AND/OR CONSTRUCTION/PROJECT MANAGER. IF POWER WASHING IS USED, NO SEDIMENT LADEN WATER SHALL BE WASHED INTO THE
STORM SYSTEM. ALL SEDIMENT LADEN MATERIAL ON PAVEMENT OR WITHIN THE STORM SYSTEM SHALL BE COLLECTED AND REMOVED FROM THE THE SITE AT
CONTRACTOR'S EXPENSE.
15.CONTRACTOR SHALL AT ALL TIMES ENSURE THAT SWPPP MEASURES PROTECTING EXISTING DRAINAGE FACILITIES BE IN PLACE PRIOR TO THE COMMENCEMENT
OF ANY PHASE OF THE SITE CONSTRUCTION NOR LAND ALTERATION.
16.THE CONTRACTOR SHALL PERFORM ALL QUANTITY TAKEOFFS REQUIRED FOR BIDDING AND CONSTRUCTION OF THIS PROJECT.
17.EXCAVATED AREAS SHALL BE PROTECTED & SIGNED IN SUCH A WAY TO NOTIFY AND PREVENT THE PUBLIC FROM ENTERING.
18.ACCESS TO DRIVEWAYS AND MAILBOXES SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION OF THIS PROJECT.
GRADING:
1.UNSUITABLE SOILS SHALL BE UNIFORMLY SPREAD ACROSS NON-STRUCTURAL FILL AREAS, COVERED WITH TOPSOIL, AND VEGETATED PER DRAWINGS.
2.FILL AREAS SHALL BE PROOF-ROLLED WITH RUBBER TIRED EQUIPMENT A MINIMUM WEIGHT OF 15 TONS PRIOR TO BEGINNING FILL OPERATION. AREAS WHICH ARE
SOFT OR UNSTABLE SHALL BE UNDERCUT UNTIL STABLE SOILS ARE FOUND.
3.FILL AREAS SHALL BE RAISED IN LIFTS NOT EXCEEDING 8".
4.FILL AREAS SHALL BE COMPACTED WITH PROPER EQUIPMENT SUITABLE FOR THE SITUATION AND ENVIRONMENT.
5.FILL AREAS SHALL BE FINISH GRADED TO PROVIDE AN ACCEPTABLE SUBGRADE TO APPLY SEED AND MULCH.
6.ALL AREAS WILL BE GRADED TO PROVIDE PROPER DRAINAGE AND PREVENT STANDING WATER.
7.ALL FILL AND CUT SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED ON THE PLANS.
8.STRIP, STOCKPILE AND REPLACE TOPSOIL IN DISTURBED AREAS, ANY STORED TOPSOIL MUST BE SURROUNDED BY SILT FENCE.
9.THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL VEGETATED AREAS WITHIN THE CONSTRUCTION LIMITS BY WAY OF WATERING, FERTILIZING, MULCHING, AND
MOWING UNTIL APPROVED AND ACCEPTED BY THE OWNER.
UTILITIES:
1.UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED BY THE OWNER. BEFORE YOU DIG CALL 811 TO HAVE EXISTING UTILITIES MARKED.
2.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXITING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT RESULT FROM THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY UNDERGROUND UTILITIES TO REMAIN.
CLEARING AND GRUBBING:
1.DO NOT EXCEED CLEARING AND GRUBBING LIMITS OF CONSTRUCTION LINES INDICATED ON THE PLANS.
2.ALL AREAS OUTSIDE THE LIMITS OF CONSTRUCTION SHALL NOT BE CROSSED BY HEAVY EQUIPMENT OR USED FOR STORING HEAVY EQUIPMENT OR MATERIALS.
3.NO EQUIPMENT SHALL BE STORED UNDER THE DRIP LINE OF ANY TREES TO REMAIN.
4.DO NOT PUSH PILES OR DEBRIS AGAINST TREES TO REMAIN.
5.REMOVE ALL STUMPS, ROCKS, ASPHALT AND CONCRETE DEBRIS, ETC. WITHIN CLEARING LIMITS AND DISPOSE OFF SITE IN ACCORDANCE WITH LOCAL, COUNTY ,
STATE AND FEDERAL REGULATIONS .
6.CONTACT ALL UTILITIES LOCATED WITHIN THE CLEARING AND GRUBBING LIMITS.
7.PRIOR TO CLEARING AND GRUBBING ALL EROSION CONTROL MEASURES SHALL BE INSTALLED.
8.COORDINATE ALL BURNING ACTIVITIES WITH FAYETTEVILLE FIRE DEPARTMENT.
EROSION CONTROL NOTES:
1. THE SWPPP MUST REMAIN ON SITE AT ALL TIMES.
2. BMP'S SHALL BE IMPLEMENTED TO PREVENT THE RELEASE OF AIRBORNE DUST AND WATERBORNE SEDIMENT FROM CONSTRUCTION SITES. DISTURBED AREAS SHALL BE MINIMIZED,
DISTURBED SOIL AND CONSTRUCTION SITE ENTRANCES/EXITS SHALL BE MANAGED TO PREVENT SEDIMENT TRACKING. STREETS AND STORM INLETS MUST BE KEPT CLEAN AT ALL
TIMES AND FREE OF LOOSE ROCK, MUD, DEBRIS, AND TRASH. MUD ON THE STREETS MUST BE PHYSICALLY REMOVED AND NOT WASHED OFF.
3. CONSTRUCTION ACTIVITIES SHALL BE MAINTAINED SO THAT ADJACENT PROPERTIES ARE NOT UNREASONABLY
BURDENED WITH SURFACE WATERS AS A RESULT OF SUCH DEVELOPMENT. MORE SPECIFICALLY, NEW DEVELOPMENT MAY NOT UNREASONABLY IMPEDE WATER RUNOFF FROM HIGHER
PROPERTIES NOR MAY IN UNREASONABLY CHANNEL WATER TO LOWER PROPERTIES.
4. LAND SHALL BE REVEGETATED AND RESTORED AS CLOSE TO ITS ORIGINAL CONDITIONS SO FAR AS TO MINIMIZE RUNOFF AND EROSION ARE CONCERNED.
5. A RECORD OF THE DATES WHEN GRADING ACTIVITIES OCCUR, WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE, AND WHEN
STABILIZATION MEASURES ARE INITIATED SHALL BE INCLUDED IN THE EROSION AND SEDIMENT CONTROL PLAN. EXCEPT IN (A) AND (B) BELOW, STABILIZATION MEASURES SHALL BE
INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14
DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
(A). WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES IS PRECLUDED BY SNOW COVER,
STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE.
(B). WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM WHEN ACTIVITIES CEASED, (E.G. THE TOTAL TIME PERIOD THAT CONSTRUCTION
ACTIVITY IS TEMPORARILY CEASED IS LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER
CONSTRUCTION ACTIVITY TEMPORARILY CEASED.
(C). STABILIZATION PRACTICES MAY INCLUDE: TEMPORARY SEEDING, PERMANENT SEEDING, MULCHING, GEOTEXTILES, SOD STABILIZATION, PROTECTION OF TREES, AND PRESERVATION
OF MATURE VEGETATION AND OTHER APPROPRIATE MEASURES.
6. EXCAVATION MATERIAL SHALL NOT BE DEPOSITED IN OR SO NEAR STREAMS AND OTHER STORMWATER DRAINAGE SYSTEMS WHERE IT MAY BE WASHED DOWNSTREAM BY HIGH WATER
OR RUNOFF. ALL EXCAVATION MATERIAL SHALL BE STABILIZED IMMEDIATELY WITH EROSION CONTROL MEASURES.
7. DEBRIS, MUD, AND SOIL IN PUBLIC STREETS SHALL NOT BE ALLOWED ON PUBLIC STREETS BUT IF ANY DEBRIS, MUD, OR SOIL FROM THE SITE REACHES THE PUBLIC STREET IT SHALL BE
IMMEDIATELY REMOVED VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE
STORM DRAINAGE SYSTEM.
8. ALL STORAGE PILES OF SOIL, DIRT OR OTHER BUILDING MATERIALS SHALL BE LOCATED MORE THAN 25 FEET FROM ROADWAY, DRAINAGE CHANNEL OR STREAM, WETLAND, AND
STORMWATER FACILITY.
9. CONCRETE TRUCK WASH AREAS. NO WASHING OF CONCRETE TRUCKS OR CHUTES IS ALLOWED EXCEPT IN PROPERLY LOCATED AND CONSTRUCTED CONCRETE WASH PITS. PROPER
RUNOFF AND EROSION CONTROLS MUST BE IN PLACE TO RETAIN ALL CONCRETE WASH WATER.
10. DEWATERING. ALL RAINWATER PUMPED OUT OF SUMPS AND DEPRESSIONS ON CONSTRUCTION SITES SHOULD BE CLEAR AND FREE OF SEDIMENT.
11. PUBLIC STREETS AND SIDEWALKS SHALL NOT BE USED FOR TEMPORARY STORAGE OF ANY CONTAINERS OR CONSTRUCTION MATERIALS, ESPECIALLY LOOSE GRAVEL AND TOPSOIL.
12. TOPSOIL PILES SURFACES MUST BE IMMEDIATELY STABILIZED WITH APPROPRIATE STABILIZATION.
13. THE MAIN CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING ALL EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY
UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL
SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION.
14. TOPSOIL: A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE REQUIRED IN AREAS TO BE REVEGETATED. ANY APPLICATION OF TOPSOIL AND SEEDING UNDER THE DRIP LINE OF A TREE
SHOULD BE MINIMIZED TO 3 INCHES SO AS NOT TO DAMAGE THE ROOT SYSTEM OF THE TREE.
15. 10:1 UP TO 4:1 GRADE: REVEGETATION SHALL BE A MINIMUM OF HYDRO-SEEDING WITH MULCH AND FERTILIZER, OR STAKED SOD, OR GROUNDCOVER. SAID PLANTING SHALL PROVIDE
COMPLETE AND UNIFORM COVERAGE THAT MINIMIZES EROSION AND RUNOFF IN NO MORE THAN TWO GROWING SEASONS.
16. 4:1 AND 3:1 GRADE: THE SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO -SEEDED WITH MULCH AND FERTILIZER OR STAKED SOD GROUNDCOVER. SAID PLANTING
SHALL PROVIDE COMPLETE AND UNIFORM COVERAGE IN NO MORE THAN TWO GROWING SEASONS.
17. SPILL PREVENTION AND CONTROL: THE CONTRACTOR SHALL EMPLOY BEST MANAGEMENT PRACTICES TO PREVENT POLLUTION BY SPILLS. POLLUTANTS SUCH AS CHEMICALS, FUELS,
LUBRICANTS, ASPHALT, RAW SEWAGE, CONCRETE DRUM WASH WATER, AND OTHER HARMFUL WASTES SHALL NOT BE DISCHARGED INTO OR ALONG SIDE ANY WATERS OF THE UNITED
STATES, BUT SHALL BE DISPOSED OF IN ACCORDANCE WITH GOVERNING STATE AND FEDERAL REGULATIONS. STORAGE OF THESE MATERIALS SHALL NOT BE ALLOWED WITHIN 100 FEET
OF A WETLAND OR WATERBODY. (ATHD 110.06)
18. THE CONTRACTOR IS REQUIRED TO MAINTAIN ALL VEGETATED AREAS WITHIN THE CONSTRUCTION LIMITS BY WAY OF WATERING, FERTILIZING, MULCHING, AND MOWING UNTIL APPROVED
AND ACCEPTED BY THE OWNER.
LOC Limits of Construction
Existing Ground (Cross Section)
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COX COMMUNICATIONS
BILL SMITH
CONSTRUCTION PLANNER
OFFICE PHONE: 479-957-2079
EMAIL: BILL.SMITH@COX.COM
UTILITY CONTACTS
AT&T
BRYAN WILLIAMS
ENGINEER
OFFICE PHONE:479-249-5194
EMAIL: AW9156@ATT.COM
BLACK HILLS ENERGY
SCOTT STOKES
UTILITY CONSTRUCTION MGR.
OFFICE PHONE: 479-601-8383
EMAIL: SCOTT.STOKES@
BLACKHILLSCORP.COM
SWEPCO ELECTRIC
HAYDEN MERRITT
DISTRIBUTION ENGINEER
WORK PHONE: 903-285-3196
EMAIL: HMMERRITT@AEP.COM
CITY OF FAYETTEVILLE CONTACTS
MATT BLANCHARD
STAFF ENGINEER
OFFICE PHONE: 479-575-8205
EMAIL: MBLANCHARD@FAYETTEVILLE-AR.GOV
FAYETTEVILLE WATER & SEWER
AARON WATKINS
OPERATIONS MANAGER
OFFICE PHONE: 479-575-8392
EMAIL: AWATKINS@FAYETTEVILLE-AR.GOV
OZARKS ELECTRIC
LONNIE GRANT
STAKING TECH. III
WORK PHONE: 479-684-4691
CELL: 479-267-8563
EMAIL: LGRANT@OZARKSECC.COM
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THEW B L A N C H A RD
No. 17159
S T A T E O F
CHASE WEBB
STAFF ENGINEER
OFFICE PHONE: 479-444-3424
EMAIL: CWEBB@FAYETTEVILLE-AR.GOV
JUSTIN BLAND
CITY ENGINEER
OFFICE PHONE: 479-718-7623
EMAIL: JBLAND@FAYETTEVILLE-AR.GOV
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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CONSTRUCTION NOTES:
1.PROTECTION OF EXISTING SURFACES
CONTRACTOR SHALL PROTECT ALL EXISTING CONCRETE, PAVERS, AND ADJACENT FINISHES FROM
DAMAGE PRIOR TO BEGINNING OPERATIONS.
INSTALL PROTECTIVE SHEETING, PLYWOOD, OR EQUIVALENT BARRIER OVER SURROUNDING
SURFACES TO PREVENT CRACKING, CHIPPING, OR STAINING. THIS SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT, AND NO SEPARATE PAYMENT WILL BE MADE.
2.GENERAL BOLLARD INSTALLATION
INSTALL BOLLARDS AT THE LOCATIONS SHOWN ON THE PLANS.
SET BOLLARDS PLUMB, CENTERED AND TO GRADE.
MAINTAIN UNIFORM ALIGNMENT AND SPACING PER PLAN LAYOUT.
EXCAVATE TO THE DEPTH SHOWN ON THE DETAIL AND REMOVE ALL LOOSE AND UNSUITABLE
MATERIAL PRIOR TO PLACEMENT.
INSTALL SHORING.
SET BOLLARDS IN CONCRETE FOOTINGS USING CAST-IN-PLACE CONCRETE.
PROTECT FINISHED BOLLARDS FROM DAMAGE DURING CONSTRUCTION AND REPLACE ANY
DAMAGED OR MISALIGNED UNITS AT NO ADDITIONAL COST.
BOLLARD AND VAULT SURFACES SHALL BE CLEANED PRIOR TO SUBSTANTIAL COMPLETION.
3.RESTORATION
ANY DAMAGE TO EXISTING CONCRETE, PAVERS, OR ADJACENT FEATURES SHALL BE REPAIRED OR
REPLACED AT NO ADDITIONAL COST TO THE OWNER.
RESTORE ALL PROTECTIVE MEASURES AND ADJACENT FINISHES TO THEIR ORIGINAL CONDITION
AFTER COMPLETION.
SIDEWALK/TRAIL CLOSURE NOTES:
ALL SIDEWALK/TRAIL CLOSURES MUST BE APPROVED BY THE CITY OF FAYETTEVILLE ENGINEERING
DIVISION.
FOR DETOUR PURPOSES, NO MORE THAN TWO LOCATIONS MAY BE CLOSED SIMULTANEOUSLY;
HOWEVER, THIS CONDITION REMAINS SUBJECT TO FINAL APPROVAL.
CONTRACTOR SHALL PROVIDE ADVANCE NOTIFICATION TO THE CITY PRIOR TO CLOSING ANY PORTION
OF THE SIDEWALK.
SIDEWALK CLOSURE SIGNAGE SHALL BE INSTALLED AT THE LIMITS OF THE CLOSURE AND AT THE
NEAREST INTERSECTIONS TO PROVIDE ADEQUATE PEDESTRIAN WARNING. SIGNAGE SHALL MEET THE
REQUIREMENTS OF THE MOST RECENT MUTCD.
PEDESTRIAN DETOUR ROUTES SHALL BE CLEARLY MARKED, ADA COMPLIANT, AND MAINTAINED FREE
OF OBSTRUCTIONS AT ALL TIMES.
CONTRACTOR SHALL INSTALL BARRICADES, FENCING, OR OTHER APPROVED PROTECTIVE DEVICES
TO FULLY RESTRICT PEDESTRIAN ACCESS TO CLOSED AREAS.
ACCESS TO ADJACENT PROPERTIES AND BUSINESSES SHALL BE MAINTAINED AT ALL TIMES UNLESS
OTHERWISE APPROVED BY THE CITY.
SIDEWALK CLOSURES SHALL BE LIMITED TO THE MINIMUM LENGTH AND DURATION NECESSARY TO
COMPLETE THE WORK.
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION OF THE MUTCD AND CITY
STANDARDS.
CONTRACTOR SHALL RESTORE SIDEWALK ACCESS IMMEDIATELY UPON COMPLETION OF THE WORK
OR AS DIRECTED BY THE CITY.
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THEW B L A N C H A RD
No. 17159
S T A T E OF
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No. 17159
S T A T E O F
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EX. PAVERS SHALL BE REMOVED
CAREFULLY AND REINSTALLED
AROUND PROPOSED BOLLARDS, SEE
DETAIL ON SHEET 14 FOR PAVER
INFORMATION & INSTALLATION
REQUIREMENTS
BOLLARD COORDINATES
#NORTHING EASTING
1 637815.25 672343.20
2 637820.53 672342.79
3 637825.59 672341.27
4 637830.21 672338.74
5 637834.20 672335.29
6 637837.37 672331.08
7 637839.59 672326.30
8 637840.76 672321.16
SAWCUT & REMOVE 12'-0" X 12'-2"
SECTION OF NON-REINFORCED
CONCRETE
12'-2"
12'-0"
LOCATION #1
RETRACTABLE BOLLARD
NORTHWEST CORNER
LOCATION #2
RETRACTABLE/FIXED BOLLARDS
NORTHEAST CORNER
LOCATION #3
RETRACTABLE BOLLARD
SOUTHEAST CORNER
LOCATION #4
RETRACTABLE BOLLARD
SOUTHEAST CORNER
8'-0"
SAWCUT & REMOVE 8'-0" X 11'-9"
SECTION OF NON-REINFORCED
CONCRETE
BOLLARD COORDINATES
#NORTHING EASTING
1 637321.05 672279.65
2 637323.89 672275.22
COF MONUMENT
NORTHING: 639234.68
EASTING: 671898.89
ELEV: 1379.64
EX. 6'X6' RCB
LOCATION IS APPROXIMATE.
TOP OF BOX ELEV: 1327.30 +/-
EX. SURFACE ELEV: 1331.50 +/-
PROTECT EX. WATER
FOUNTAIN & SIGN
FINISH CONCRETE FLUSH WITH ADJACENT
PAVEMENT AND MATCH EXISTING SURFACE
TEXTURE AND JOINT PATTERN
6'-1"
6'-1"
*CAUTION*
WATER & SEWER LINE
4'-4"
BOLLARDS #1-#3
INSTALL MANUAL RETRACTABLE STAINLESS STEEL
BOLLARDS & FOOTING (BOLLARDS PROVIDED BY
THE CITY), FOOTING REBAR SHOWN FOR
INFORMATIONAL PURPOSES ONLY SEE DETAIL ON
SHEET 7 FOR SPECIFIC REQUIREMENTS
INSTALL MANUAL RETRACTABLE
STAINLESS STEEL BOLLARD
(PROVIDED BY THE CITY), FOOTING
REBAR SHOWN FOR INFORMATIONAL
PURPOSES ONLY SEE DETAIL ON
SHEET 8 FOR SPECIFIC REQUIREMENTS
4'
INSTALL MANUAL
RETRACTABLE STAINLESS
STEEL BOLLARD & FOOTING
(BOLLARD PROVIDED BY THE
CITY), FOOTING REBAR
SHOWN FOR INFORMATIONAL
PURPOSES ONLY, SEE DETAIL
ON SHEET 7 FOR SPECIFIC
REQUIREMENTS
3'-3"
3'-3"
11'-9"
SAWCUT & REMOVE 10' X 8'
SECTION OF REINFORCED
CONCRETE
8'
10'
*CAUTION*
AT&T
BOLLARDS #4-#8
INSTALL FIXED STAINLESS STEEL
BOLLARDS WITH FOOTING MODULE &
REBAR ( BOLLARD, FOOTING MODULE
& REBAR PROVIDED BY THE CITY),
SEE DETAIL ON SHEET 11
4' TYP.CONSTRUCTION LIMITS
REMOVE CONCRETE TRAIL
TO EX. EXPANSION JOINT
DOWEL INTO EX. CONCRETE
(TYP.) SEE DETAIL ON SHEET 14
INSTALL 6" THICK FIBER REINFORCED
CONCRETE SEE DETAIL SHEET 14
INSTALL 6" THICK
REINFORCED CONCRETE
SEE DETAIL SHEET 14
DOWEL INTO EX. CONCRETE
(TYP.) SEE DETAIL ON SHEET 14
INSTALL 6" THICK FIBER REINFORCED
CONCRETE SEE DETAIL SHEET 14
DOWEL INTO EX. CONCRETE
(TYP.) SEE DETAIL ON SHEET 14
INSTALL 6" THICK REINFORCED
CONCRETE SEE DETAIL SHEET 14
BUTT JOINTS ON ALL
SIDES WITH 1
8"R EDGE
INSTALL MANUAL RETRACTABLE STAINLESS
STEEL BOLLARD & FOOTING (BOLLARD
PROVIDED BY THE CITY), FOOTING REBAR
SHOWN FOR INFORMATIONAL PURPOSES
ONLY, SEE DETAIL ON SHEET 8 FOR
SPECIFIC REQUIREMENTS
DOWEL INTO EX. CONCRETE
(TYP.) SEE DETAIL ON SHEET 14
FINISH CONCRETE FLUSH WITH ADJACENT
PAVEMENT AND MATCH EXISTING SURFACE
TEXTURE AND JOINT PATTERN
FINISH CONCRETE
FLUSH WITH ADJACENT
PAVEMENT AND MATCH
EXISTING SURFACE
TEXTURE AND JOINT
PATTERN
FINISH CONCRETE
FLUSH WITH ADJACENT
PAVEMENT AND MATCH
EXISTING SURFACE
TEXTURE AND JOINT
PATTERN
20'-0"
31'-3"
FOOTING DIMENSION
5'-8" X 7'-0"
FOOTING CENTER
DIMENSION
5'-8" X 13'-10"
BOLLARD COORDINATES
#NORTHING EASTING
1 637849.32 672162.43
BOLLARD COORDINATES
#NORTHING EASTING
1 637303.96 672325.81
SAWCUT & REMOVE 31'-3" X 20'-0"
SECTION OF REINFORCED
CONCRETE
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THEW B L A N C H A RD
No. 17159
S T A T E O F
R25'
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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BOLLARD PROVIDED BY THE CITY
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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BOLLARD PROVIDED BY THE CITY
EXCAVATE AN ADDITIONAL 6" BEYOND
THE BOTTOM OF THE FOOTING AND
INSTALL 6" OF #57 STONE FOR
BOLLARD VAULT DRAINAGE TYP.
1-1/2" PVC DRAIN EXTENSION INTO
DRAINAGE LAYER, 3" PENETRATION
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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BOLLARD PROVIDED BY THE CITY
EXCAVATE AN ADDITIONAL 6" BEYOND
THE BOTTOM OF THE FOOTING AND
INSTALL 6" OF #57 STONE FOR
BOLLARD VAULT DRAINAGE TYP.
1-1/2" PVC DRAIN EXTENSION INTO
DRAINAGE LAYER, 3" PENETRATION
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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BOLLARD SLEEVE PROVIDED BY THE CITY
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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DELTA DSC700 INSTALLATION INSTRUCTIONS:
FOUNDATION
THE BOLLARD FOUNDATION TUBES ARE TO BE CAST IN PLACE. THE OUTSIDE OF THE BOLLARD FOUNDATION TUBE IS THE FORM; NO ADDITIONAL FLASHING OR FORMING SHOULD BE NECESSARY.
SEE THE APPROPRIATE FOUNDATION DRAWING IN THE DRAWING SECTION OF THE MANUAL. THE FOUNDATIONS SHOWN ON DELTA DRAWINGS, UNLESS SPECIALLY NOTED, ARE DESIGNED ON A SOIL
LOAD-BEARING FACTOR OF 1.5 TONS/FT². ONLY A VERY BOGGY OR MIGRATING SITE WOULD NECESSITATE ADDITIONAL FOUNDATION DESIGN REQUIREMENTS. CARE SHOULD BE TAKEN TO MOUNT THE
BOLLARDS IN AN AREA THAT IS NOT SUBJECT TO FLOODING. ADDITIONALLY, THE ROADWAY SHOULD BE CROWNED IN THE AREA OF THE BOLLARDS TO PREVENT STANDING WATER FROM DRAINING INTO THE
BOLLARD FOUNDATION TUBES.
THE BOLLARDS NEED TO BE INSTALLED LEVEL OR PLUMB TO OPERATE PROPERLY. IF THE ROADWAY IS NOT LEVEL, AND CAN NOT BE SLOPED TO MATCH THE BOLLARD, THEN THE BOLLARDS MAY NEED TO HAVE
SPECIAL GROUND PLATES MADE TO MATCH THE CONTOUR. THE FACTORY CAN WORK WITH THE CONTRACTOR DURING THE PROCUREMENT STAGE TO WORK OUT ANY PROBLEMS IN THIS REGARD.
THE BOLLARDS CAN BE SECURED IN THE FOUNDATION BY LEVELING WITH CONCRETE BLOCKS, OR HELD TO TEMPORARY WOODEN FRAMES IN ORDER TO HOLD A GROUP IN ALIGNMENT DURING THE POUR.
DRAINAGE
DRAINAGE AND PROTECTION AGAINST SUBSURFACE WATER IS IMPORTANT. A BED OF AGGREGATE UNDER THE BOLLARD(S) WILL HANDLE RAINWATER IN MOST CIRCUMSTANCES. ESPECIALLY WET LOCATIONS
SHOULD HAVE THE BOLLARD DRAIN LINE PLUMBED TO A SUMP WELL OR SEWER AS APPROPRIATE. THREE 1 1/2" NPT (FEMALE) CONNECTIONS ARE PROVIDED ON THE BOTTOM PLATES FOR DRAINAGE
PURPOSES. PERFORATED TAIL PIPES OF AT LEAST 12 INCHES [30 CM] LENGTH SHOULD EXTEND INTO THE AGGREGATE FOR PROPER DRAINAGE.
WHILE THE MACHINE IS DESIGNED FOR HARSH ENVIRONMENTS, PROLONGED SUBMERSION WILL EVENTUALLY CAUSE BOTH APPEARANCE AND OPERATING DETERIORATION.
PACKAGING
BEFORE ATTEMPTING TO OPERATE THE BOLLARD FOR THE FIRST TIME, REMOVE THE RETAINING BOLTS FOR THE COUNTERWEIGHT SETS. THE COUNTERWEIGHTS SERVE NO PURPOSE IF THESE BOLTS ARE IN
PLACE, AND APPROXIMATELY 750 POUNDS WILL BE REQUIRED TO RAISE THE BOLLARD TO THE GUARD POSITION. THE COUNTERWEIGHT RETAINING BOLTS MAY BE LEFT IN PLACE UP UNTIL THE TIME OF FIRST
OPERATION AND MAY BE KEPT FOR FUTURE USE.
MANUAL BOLLARD OPERATION
IT IS ASSUMED THAT THE BOLLARDS WILL REMAIN FULLY RAISED AND LOCKED AT ALL TIMES AND WILL BE UNLOCKED AND LOWERED ON OCCASION TO PERMIT THE PASSAGE OF VEHICLES. AFTER THE
VEHICLE(S) ARE CLEAR, THE BOLLARD WILL AGAIN BE RAISED TO THE GUARD POSITION, THE BOLLARD LOCKED AND THE ACCESS COVER REPLACED TO PREVENT UNAUTHORIZED ENTRY. TO OPERATE (FROM
RAISED AND LOCKED POSITION):
LOWERING
1)REMOVE THE ACCESS BOX COVER PLATE CONTAINING THE LATCH AND REMOVE THE PADLOCK FROM THE LOCKING PIN.
2)PULL BACK THE LOCKING PIN. THE BOLLARD MAY NEED TO BE MOVED SLIGHTLY AND HELD IF IT IS RESTING ON OR OTHERWISE PREVENTING MOVEMENT OF THE LOCKING PIN.
3)THE BOLLARD IS COUNTERWEIGHTED AND BY DESIGN IS SLIGHTLY HEAVIER THAN THE ATTACHED WEIGHTS. THEREFORE, THE BOLLARD MAY HAVE A TENDENCY TO BEGIN MOVING WHEN RELEASED. CARE
SHOULD BE TAKEN TO KEEP HANDS AND FEET CLEAR OF ANY OF THE MOVING PARTS TO PREVENT INJURY.
4)THE BOLLARD CAN NOW BE PUSHED DOWN UNTIL IT COMES TO REST IN THE BOTTOM OF THE FOUNDATION TUBE.
5)PUSH THE LOCKING PIN FORWARD INTO ITS LOCKING HOLE IN THE BOLLARD AND REINSTALL THE PADLOCK. SECURE THE ACCESS BOX COVER PLATE TO PREVENT ANY UNAUTHORIZED OPERATION OF THE
BOLLARD.
RAISING
1)REMOVE THE ACCESS BOX COVER PLATE CONTAINING THE LATCH AND REMOVE THE PADLOCK FROM THE LOCKING PIN.
2)PULL BACK THE LOCKING PIN. THE BOLLARD MAY NEED TO BE MOVED SLIGHTLY AND HELD IF IT IS RESTING ON OR OTHERWISE PREVENTING MOVEMENT OF THE LOCKING PIN.
3)THE BOLLARD IS HEAVIER, BY DESIGN, THAN THE COUNTERWEIGHTS AND SHOULD NOT MOVE. HOWEVER, USE CAUTION AND KEEP HANDS AND FEET CLEAR OF ANY OF THE MOVING PARTS TO PREVENT
INJURY.
4)USING THE LIFTING HANDLE IN THE BOLLARD CAP, BEGIN TO PULL UP ON THE BOLLARD. PULL UPWARD UNTIL THE BOLLARD IS IN THE FULL UP POSITION. THE BOLLARD WILL TEND TO STAY IN ANY POSITION
IN WHICH IT IS PLACED. HOWEVER, BECAUSE THE BOLLARD IS DESIGNED TO BE SLIGHTLY HEAVIER THAN THE WEIGHTS, IT MAY HAVE A TENDENCY TO DRIFT DOWNWARD. IT IS IMPORTANT TO KEEP HANDS,
FEET AND BODY PARTS AWAY FROM THE PATH OF THE BOLLARD. IF THE BOLLARD WERE TO MOVE UPWARD OR DOWNWARD WHEN YOU ARE NOT PREPARED, AN INJURY COULD OCCUR.
5)PUSH THE LOCKING PIN FORWARD TO LOCK THE BOLLARD IN THE UP POSITION. REPLACE THE PADLOCK AND THE ACCESS COVER TO AGAIN SECURE THE ENTRANCE.
(SHOULD THE LOCKING PIN NOT MOVE EASILY INTO POSITION AT EITHER THE FULL UP OR DOWN POSITION, CLEAN THE PIN MECHANISM AND LUBRICATE WITH A GOOD GENERAL PURPOSE GREASE.)
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BOLLARD PROVIDED BY THE CITY
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
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BOLLARD SLEEVE PROVIDED BY THE CITY
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DELTA DSC600 INSTALLATION INSTRUCTIONS:
THE BOLLARD FOUNDATION TUBES ARE TO BE CAST IN PLACE. THE OUTSIDE OF THE BOLLARD FOUNDATION TUBE AND FRAME IS
THE FORM; NO ADDITIONAL FLASHING OR FORMING SHOULD BE NECESSARY.
THE EXCAVATION FOR THE MODULES MAY BE INDIVIDUAL FOR EACH MODULE IN AN ARRAY OR THE FOUNDATION MAY BE
COMMON FOR ALL BOLLARDS. WE RECOMMEND THAT EACH MODULE BE SET IN AN INDIVIDUAL FOUNDATION SO THAT CONCRETE
DAMAGE FROM A POTENTIAL IMPACT TO ONE ARRAY IS ISOLATED. ALTERNATIVELY, JOINTS MAY BE PROVIDED BETWEEN
ADJACENT MODULES TO SIMILARLY REDUCE THE PROPAGATION OF FOUNDATION DAMAGE. SEE THE APPROPRIATE FOUNDATION
DRAWING IN THE DRAWING SECTION OF THE MANUAL. THE FOUNDATIONS SHOWN ON DELTA DRAWINGS, UNLESS SPECIALLY
NOTED, ARE DESIGNED ON A SOIL LOAD-BEARING FACTOR OF 1.5 TONS/FT2. ONLY A VERY BOGGY OR MIGRATING SITE WOULD
REQUIRE ADDITIONAL FOUNDATION.
IT IS NOT NECESSARY FOR THE BOLLARDS TO BE LEVEL OR PLUMB. IF THE ROADWAY OR INSTALLATION LOCATION IS NOT LEVEL
THE BOLLARDS MAY BE PLACED TO MATCH THE CONTOUR; HOWEVER, BE SURE THE APPEARANCE FACTOR IS CONSIDERED. AN
INSTALLATION WHERE THE EQUIPMENT IS NOT LEVEL EVEN IF IT FOLLOWS THE TERRAIN CAN BE DISTRACTING.
THE MODULES CAN BE SECURED IN THE FOUNDATION BY LEVELING WITH CONCRETE BLOCKS, HELD TO TEMPORARY WOODEN
FRAMES, OR IF DESIRED, STEEL STRAPS OR ROLLED SHAPES CAN BE WELDED TO THE FOUNDATION TUBE EXTERIORS TO HOLD
A GROUP IN ALIGNMENT DURING THE POUR.
CONCRETE SHOULD BE POURED INTO AND AROUND THE MODULE SO THAT AIR IS NOT TRAPPED INSIDE. ALL NECESSARY STEPS
SHOULD BE TAKEN TO EVACUATE AIR FROM THE STRUCTURE.
AFTER CONCRETE IS POURED INTO THE EXCAVATION, THE BOLLARD TUBES SHOULD ALSO BE FILLED WITH CONCRETE. THE
BOLLARD COVER PLATES ARE TO BE PLACED ON TOP OF THE FILLED BOLLARD TUBES WITH THE TWO EXPOSED ANCHOR
REBARS EMBEDDED IN THE CONCRETE AS IT CURES.
CONCRETE NOTES AND SPECIFICATIONS (MINIMUM REQUIREMENTS)
1)CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE.
2)FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS, PROVIDED THE SIDES OF THE EXCAVATION
ARE STABLE. WHERE CAVING OCCURS, PROVIDE SHORING. TYPE AND METHOD OF SHORING SHALL BE AT THE CONTRACTOR'S
OPTION.
3)THE EXCAVATION SHALL BE KEPT DRY AT ALL TIMES. GROUNDWATER, IF ENCOUNTERED, SHALL BE PUMPED FROM THE
EXCAVATION.
4)CONCRETE SHALL BE LABORATORY DESIGNED, MACHINE MIXED, PRODUCING 4,000 PSI [27,58 MPA] AT 28 DAYS.
5)CEMENT SHALL BE TESTED PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE I OR II.
6)AGGREGATES SHALL CONFORM TO ASTM C33. MAXIMUM SIZE OF AGGREGATE SHALL BE 1.5 INCH [38 MM].
7)REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 (60,000 PSI [413,7 MPA]).
8)HOOKS AND BENDS SHALL CONFORM TO ACI STANDARD 318, LATEST REVISION. INSIDE DIAMETER OF HOOKS AND BENDS
SHALL BE AT LEAST 6 BAR DIAMETERS.
9)PROVIDE SPACER BARS, CHAIRS, SPREADERS, BLOCKS, ETC, AS REQUIRED TO POSITIVELY HOLD THE STEEL IN PLACE. ALL
DOWELS SHALL BE FIRMLY WIRED IN PLACE BEFORE CONCRETE IS POURED.
10)CONCRETE SHALL BE CONVEYED FROM THE MIXER TO FINAL DEPOSIT BY METHODS THAT WILL PREVENT SEPARATION OR
LOSS OF MATERIALS. TROUGHS, BUCKETS OR THE LIKE MAY BE USED TO CONVEY CONCRETE. IN NO CASE SHALL CONCRETE
BE ALLOWED TO FREE DROP MORE THAN 5 FEET [1,5 M].
11)CONCRETE SHALL BE THOROUGHLY CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND SHALL BE THOROUGHLY
WORKED AROUND REINFORCEMENT AND EMBEDDED FIXTURES AND INTO CORNERS OF FORMS.
12)CONCRETE SHALL BE MAINTAINED ABOVE 50ºF [10ºC] AND IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT.
ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING
FREEZING OR NEAR FREEZING WEATHER.
13)WHERE EXTERIOR WALL FACE REQUIRES SHORING AND/OR FORMING, THE FORMS SHALL BE SUBSTANTIAL AND SUFFICIENTLY
TIGHT TO PREVENT LEAKAGE. FORMS SHALL NOT BE REMOVED UNTIL THE CONCRETE IS 7 DAYS OLD.
14)BACKFILLING SHALL BE DONE BY DEPOSITING AND TAMPING INTO PLACE CLEAN SAND OR POURING LEAN CONCRETE. WATER
JETTING SHALL NOT BE ALLOWED.
15)CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN CONCRETE UNLESS EFFECTIVELY COATED OR COVERED TO
PREVENT ALUMINUM/CONCRETE REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.
16)CONSTRUCTION JOINTS NOT INDICATED ON THE DRAWINGS SHALL NOT BE ALLOWED. WHERE A CONSTRUCTION JOINT IS TO
BE MADE, THE SURFACE OF CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE AND STANDING WATER
REMOVED.
17)CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL ADJACENT AREAS AGAINST DAMAGE AND SHALL REPAIR
OR PATCH ALL DAMAGED AREAS TO MATCH EXISTING IMPROVEMENTS.
18)CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT ALL TIMES AND AT COMPLETION OF WORK REMOVE ALL
SURPLUS MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN A CLEAN CONDITION ACCEPTABLE TO THE
OWNER OR OWNER'S REPRESENTATIVE.
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CONCRETE PAVEMENT - REINFORCED
NTS
CONCRETE WITH LIGHT
BROOM FINISH (COF-CLASS 1)
6"
6"
1
8" SAW CUT JOINT, DEPTH OF JOINT TO BE
ONE-THIRD THICKNESS OF SLAB
#4 REBAR 12" O.C. BOTH WAYS, PLACE
REBAR IN BOTTOM THIRD OF CONCRETE
CLASS 7 AGGREGATE BASE
98% MPD COMPACTED 95% SPD COMPACTED SELECT FILL
CONCRETE PAVERS ON CTA BASE - PEDESTRIAN
NTS
4% CEMENT TREATED AGG BASE
COMPACTED TO 98% GRADED TO +/- 1
4"1" POLYMER MODIFIED (SETTING BED MORTAR) "SPEC MIX"
4"
CONCRETE PAVER: SUNNY BROOK - 23 7
8" X 47 7
8" X 2 3
4"
COLOR: SB-57C - PATTERN RUNNING BOND
1
8" POLYSWEEP POLYMERIC JOINT SAND
COLOR: PLATINUM
SUREBOND 1300 SEALER
FILTER FABRIC
MIRAFI 160N
CONCRETE PAVEMENT - FIBER REINFORCED (TRAIL)
NTS
CONCRETE SHALL HAVE A MINIMUM
CEMENT CONTENT OF 5-1/2 BAGS
PER CUBIC YARDS WITH 5-1/2% ±
1-1/2% AIR ENTRAINMENT AND 1.5
#/CY FIBER REINFORCEMENT WITH
A MAXIMUM 4" SLUMP.
6"
4"
CLASS 7 AGGREGATE BASE
98% MPD COMPACTED 95% SPD COMPACTED SELECT FILL
EXPANSION JOINT DETAIL
NTS
EXPANSION JOINT 1
2" FIBER BOARD WITH REMOVABLE CAP
AND FILLED CONCRETE JOINT SEALANT (MASTERSEAL)
DRILL 9
16" HOLE AND INSERT #4-18" LONG
SMOOTH DOWEL W/CAP 18" O.C.
WITH EPOXY INTO EX. CONCRETE
(DEWALT AC100+GOLD)
GENERAL CONCRETE PAVEMENT NOTES:
1.ALL EXPANSION JOINTS AND SAW JOINTS SHALL BE SEALED WITH JOINT SEALANT MEETING THE REQUIREMENTS OF ASTM C920,
TYPE S. A SELF LEVELING SEALANT SHALL BE USED FOR HORIZONTAL SURFACES. "MASTERSEAL SL-I" OR AN APPROVED EQUAL.
CLOSED CELL BACKER ROD SHALL BE USED IN DEEP JOINTS, AS NEEDED, ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS.
2.CONCRETE CURING COMPOUND SHALL MEET ASTM C-309 AND SHALL BE W.R. MEADOWS 1200 WHITE OR AN APPROVED EQUAL.
3.EXPANSION JOINT MATERIAL SHALL BE PREFORMED ASPHALT IMPREGNATED FIBERBOARD CONFORMING TO AASHTO M-213.
EXPANSION JOINT MATERIAL SHALL BE LEFT 1/2" LOWER THAN GRADE OR TRIMMED 1/2" LOWER.
4.CONSTRUCT 2% MAXIMUM CROSS SLOPE ON TRAIL IN SAME DIRECTION AS EXISTING GRADE UNLESS OTHERWISE DESIGNATED
ON THE PLANS.
5.TRAILS SHALL HAVE A ONE-HALF (12) INCH ROLLED EDGE.
6.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL CONCRETE WORK DURING CURING. ANY CONCRETE THAT IS
DEFACED SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
SAW-CUT
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THEW B L A N C H A RD
No. 17159
S T A T E O F
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THEW B L A N C H A RD
No. 17159
S T A T E O F
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370
LP
Scale: 1" = 50'
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Mar 17, 2026
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THEW B L A N C H A RD
No. 17159
S T A T E O F
Docusign Envelope ID: 53AFC179-D95E-8C7C-816A-763379733370