CARROLL COUNTY DEPARTMENT OF RECREATION AND PARKS

PINEY RUN PARK ENTRANCE/MAIN ROAD PAVING

36-F-2-26/27

Board of County Commissioners

Kenneth A. Kiler, President

Joseph A. Vigliotti, Vice President Thomas S. Gordon III

Michael R. Guerin Susan W. Krebs

Carroll County Department of Recreation and Parks

Bob Hicks, CPRP, Director

Email: ccrec@carrollcountymd.gov

Phone: 410-386-2103

FAX: 410-386-8284

PINEY RUN PARK ENTRANCE/MAIN ROAD PAVING AND SITE IMPROVEMENTS

for the

REQUEST FOR BID

RFB # 36-F-2-26/27

DUE DATE: July 22, 2026, at 10:30 A.M. EST

GENERAL SPECIFICATIONS

SCOPE OF WORK

1. The Carroll County Department of Recreation and Parks (CCRP) requests the services of a qualified paving Contractor to provide the expertise, work, labor, and materials for an HMA overlay and/or full depth paving to existing roadways and parking and other ancillary improvements at Piney Run Park.

Piney Run Park is located at 30 Martz Road in Sykesville, MD.

2. Refer to Attachment 1 - Park Location Map.

3. Refer to Attachment 2 – Limits of Work.

4. Refer to Attachment 3 – SHA Curb Details.

5. Refer to Piney Run Park Entrance/Main Road Paving and Site Improvements - Sheets 1 and 2 dated June 18, 2026.

PRE-BID CONFERENCE

A pre-bid conference and site visit will be held on Tuesday, July 14, 2026, beginning at 9:00 A.M. EST onsite at the Piney Run Park gatehouse. While attendance is not mandatory, all interested bidders are strongly encouraged to attend. Bidders are responsible for inspecting, measuring, and accepting existing conditions prior to bidding.

PROJECT MANAGER

William Brozy, Park Development Manager, Carroll County Department of Recreation and Parks, is the Project Manager/County Representative. Email: wbrozy@carrollcountymd.gov. Direct office: 410-386- 2078.

QUESTIONS OR CLARIFICATIONS

Bidders must submit their questions through the Public Purchase website, using the instructions below.

Questions must be submitted five (5) days prior to bid opening. Questions submitted after this deadline will be rejected and not answered.

Bidders may submit questions to the agency on specific bids. Click on the title of a bid, on the right of the bid page click [View/Ask Questions] to open a new page that lists all previous questions and answers. Click "Ask a Question," enter your question in the field provided and click "Save" to submit your question. Your question is immediately sent by email to the contact person for the bid. When your question is answered you will be notified by email and the answer may be posted on the bid. Tip: By using the "Questions" feature your questions and the agency's answers can be posted on Public Purchase making them available to all other vendors that are registered with the agency. If you would like to confidentially submit questions to the agency, contact the bid's main contact. It will be up to the discretion of the Buyer to decide if questions/answers are confidential.

PROOF OF INSURANCE

1. The successful bidder(s) must furnish certification of adequate liability insurance protection. This must include insurance coverage for employees working on County property. Proof of insurance must be submitted within seven (7) days of award of this bid. Insurance requirements can be found in the document General Information for Bidders.

2. The Contractor must maintain insurance coverage as required by the County while this agreement is in force, which must include automatic renewal terms. The Contractor must provide documentation of insurance satisfactory to the County’s Risk Manager.

REFERENCES

Bidders must have a satisfactory record of past performance. Bidders are required to provide with their bid at least three (3) (names of contact persons and phone numbers) references of similar sized and scoped contracts during the past twelve (12) months. A reference form is included as bid document.

ADDENDUMS

Addendums to Bids may occur at any time prior to the due date. The responsibility lies with the bidder to visit the Public Purchase web site to obtain addendums once they have downloaded a bid (solicitation). Bidders will also receive an e-mail from Public Purchase notifying of any addendums, per the explanation below from Public Purchase:

Any change or addendum made to a bid will be listed at the bottom of the bid showing the information that was added or changed on the bid. Vendors who are invited to a bid or any vendor who has previously responded to the bid will be notified by email when a change or addendum is made. Vendors can also see which bids have recently been changed or had addenda added from the lists of bids on their home tab. The date of the last change or addendum on the bid is posted on the right-side column of your bid list.

BONDS

1. All bidders are required to submit a bid bond in the form of a Bid Bond or certified check made payable to the County Commissioners of Carroll County in the amount of five (5%) of the base bid amount. The bid bond must be scanned and attached as part of your submittal on Public Purchase.

2. Performance and Payment Bonds for contracts greater than $100,000 are required in the amount of 100% of the contract price for each Bond. Executed Performance and Payment Bonds, by the Surety Company, are due to the County with the executed contract and insurance. Performance and Payments bonds, if required, will be required at time of contract awarding. Copies of the bonds can be found in the General Information for Bidders.

3. Bonding companies must be AA rated in the state of Maryland.

PRICE SUBMITTAL

1. Bidders must provide a firm lump sum fixed fee all-inclusive base bid.

2. Bidder must provide a firm lump sum fixed fee all-inclusive add alternate #1 bid.

3. Exclusions or exceptions will NOT be considered.

4. Bids must be good for 120 days.

BID SUBMITTALS

Bids will be accepted electronically only through Public Purchase, the Carroll County Office of Procurement’s electronic bidding software and website. Public Purchase is available via the Carroll County Government, Office of Procurement – Current Bidding Opportunities webpage. It is the Bidders responsibility to fully register with Public Purchase at least 5 (five) days prior to the bid closing date.

Failure to register will not constitute justification for inability to submit a Bid or require the County to accept a Bid in any other manner other than electronically through Public Purchase. Instructions on how to register with Public Purchase are available upon request.

Bid will be accepted electronically on or before Wednesday, July 22, 2026 @ 10:30 EST. Bids submitted after this deadline will be rejected. Bids submitted in any other manner will be rejected.

Immediately thereafter, bids will be publicly opened virtually on a Microsoft Teams Meeting and the link for this opening will be posted on Public Purchase. For questions regarding this, contact the Office of Procurement at (410) 386-2181.

UPLOAD THE FOLLOWING FORM IN ONE (1) PDF FORMAT FILE:

1. Bid Form

2. References

3. Bid Bond

ENTER TOTAL LUMP SUM BASE BID ON PUBLIC PURCHASE.

NOTICE OF INTENT TO AWARD AND OFFICIAL AWARD

All the Notices of Intent to Award and the Official Award notices will be posted on Carroll County’s Website. It is the bidder’s responsibility to frequently visit the Office of Procurement’s website to obtain up to date information.

AWARD

Award of this bid will be made to the lowest, most responsive, and responsible bidder that meets or exceeds the terms, conditions, and specifications of this solicitation; is in the best interest of the County;

and is qualified to perform the work based on the determination and review of the references provided of similar size, scope, and ability. Review of these references will be made by the Department of Recreation and Parks for the determination.

Award of this bid may be based on the lowest base lump sum; however, if the funding for add alternative(s) are approved, then the award may be based on the lowest combined base lump sum and add alternate(s) bid. Add alternatives are listed in the order of priority on the bid form and will be used to make an award that is in the best interest of the County. Vendors past performance with previous projects will also be considered when making award of this bid.

INVOICES/PAYMENT

1. Invoices will be in PDF format and emailed to the attention of William Brozy, email:

wbrozy@carrollcountymd.gov.

2. Payment terms are “Net 30 Days” after receipt of a properly prepared invoice, inspection of and acceptance of the services provided.

SERVICE AGREEMENT

The successful bidder must enter into a Service Agreement similar to the “Draft” copy included with the General Information for Bidders. Exceptions, if any, to the County’s draft Agreement must be noted on a separate sheet and uploaded with the bid documents. Exceptions to the County’s Agreement may result in rejection of the bid. The County will not accept any exceptions to the Agreement after the opening date and time of this solicitation.

CONTRACTOR’S RESPONIBILITIES, REQUIREMENTS AND QUALIFICATIONS

1. The County reserves the right to investigate an organization's ability to perform, its financial condition and experience. The right is reserved to reject any bid where such an investigation does not satisfy the County. Previous performance on County contracts will be considered in determining qualifications of the low bidder. The decision of the Procurement Officer is final.

2. Bidders must have adequate financial resources. The County will be notified of any bankruptcy reorganization documents filed within the last five years. No funds will be advanced for the start or maintenance of this contract.

3. Safety requirements - All Contractors and Subcontractors performing services for Carroll County are required and must comply with all Federal Occupational Safety and Health Administration (OSHA), State of Maryland Occupational Safety Health Standards (MOSHA) and local County Safety regulations and any other applicable rules and regulations. All Contractors and Subcontractors will be held responsible for the safety of their employees and any unsafe acts or conditions that may cause injury or damage to any person(s) or property within and around the work site.

4. The successful bidder must follow all applicable County/State/Federal laws, regulations, and requirements.

5. Subcontractors, if used, must be approved by the Carroll County Recreation and Parks before they can perform any work.

6. The Contractor must comply with all terms and conditions outlined within this specification.

7. It is the responsibility of the Contractor to field verify all dimensions and accept existing conditions prior to bidding.

8. No permits are required for this work.

9. The Contractor must maintain project drawings on the jobsite for the duration of this project.

THE COUNTY COMMISSIONERS RESERVE THE RIGHT TO WAIVE ANY

INFORMALITY IN BIDDING AND TO REJECT ANY OR ALL BIDS.

The remainder of this page is intentionally left blank.

PINEY RUN PARK ENTRANCE/MAIN ROAD PAVING AND SITE IMPROVEMENTS

for the

TECHNICAL SPECIFICATIONS

PROJECT AND WORK SCHEDULE

1. All work must be performed Monday through Friday between sunrise and sunset.

2. Mobilization can begin on October 12, 2026, and Work must be substantially complete by December 15, 2026.

3. The facility will be closed to the public on weekdays during this Work. The park will remain staffed.

4. The Contractor must furnish CCRP with a project Gantt chart. This construction sequence chart must map out tasks, timelines, dependencies, deliverables, and milestones to keep construction projects on schedule.

PROPERTY PROTECTION/STAGING AND ROAD CLOSURES

1. The Contractor is responsible for protecting all existing and newly installed work, materials, vegetation, structures and equipment for the duration of the Contract.

2. All work must be done in a safe manner and comply with all governing regulations concerning public and employee safety. This will include but not be limited to OSHA and MOSHA.

3. Contractor must place and maintain adequate road barricades at park entrance, allow for deliveries and visitors from Carroll County staff and/or officials.

4. Contractor must erect and maintain warning signs and active/effective traffic control protocols so park patrons can travel through active construction work zones on weekends.

5. A staging area will be designated by the Owner at the preconstruction meeting. Before the end of work on Friday the Contractor must consolidate their equipment to an approved staging area.

6. Contractor must hire a utility locate service to mark all underground utilities in full depth road repair areas.

WORKMANSHIP

1. The Project Manager, or his designated representative, will inspect and determine acceptability of all work performed by the Contractor. If the work is not acceptable, the Contractor will be notified of any deficiencies and will correct deficiencies in a timely manner. There will be no additional cost to the County for any remedial work performed by the Contractor.

2. It must be distinctly understood by the awarded Contractor that failure to mention any work in the Specifications or Construction Drawings which would naturally be required to complete this project will not relieve the Contractor of its responsibility to perform such Work.

MATERIALS/SUPPLIER AND COMPONENT SUBMITTALS

If requested, Contractor must provide the Owner the necessary product cut sheets that identify the manufacturer, specifications and model number, materials, suppliers, shop drawings, color and finish selections, color charts, finished product components, material data and/or samples

PROGRESS MEETINGS

The Contractor must attend weekly progress meetings with Project Manager and Park staff to review ongoing work, the project schedule and to ensure that communication remains clear and unrestrictive.

PAVING - HOT MIX ASPHALT

1. Provide all labor, materials, equipment, and incidentals necessary to furnish, place, compact, and finish Hot Mix Asphalt (HMA) pavement, including surface preparation, tack coat, asphalt mixture production, placement, compaction, and quality control, complete in accordance with the contract drawings and specifications..

2. Paving mixes must have aggregate sizes specified by location and utilize a Super Pave mix with a PG 64-22 Binder. All asphalt paving must be provided and installed in accordance with current ASTM standards, Maryland Department of Transportation, State Highway Administration, and Maryland Asphalt Association standards for bituminous paving mixtures and installation.

3. HMA must be placed with a mechanical paver and compacted with a vibratory compactor of appropriate size and weight to perform this function.

4. Refer to Maryland SHA Standard Specifications Section 501 – AGGREGATE BASE COURSES, for graded aggregate base. GAB depth must be a minimum of 6 inches.

5. Mill all tie-ins with existing asphalt.

6. Full depth Vehicular Pavements: areas scheduled for full depth repairs must be 3 ½” HMA 19.0 mm Superpave (0.3 to 3 million ESAL) – Level 2 (PG 64-22) base course with a minimum 1 ½” HMA –

9.55 mm Superpave (0.3 to 3 million ESAL) – Level 2 (PG 64-22) wearing course on a 6” compacted G.A.B.subbase.

7. Wearing Course Overlay – Level 2 (PG 64-22) – minimum 2” depth on a milled surface. Cross slopes to be reviewed in the field prior to milling. Allow for positive drainage.

8. Slopes must be no greater than 2% in any direction for all proposed accessible parking facilities and access aisles. This is strictly enforced. Pitch to allow for positive drainage.

PAVING/OVERLAY – PAVILION 3 PARKING & ADJACENT ROAD

1. Provide all labor, materials, equipment, and incidentals necessary to furnish, place, compact, and finish Hot Mix Asphalt (HMA) pavement for one accessible parking space, an accessible aisle, and 19 parking spaces, including demolition and removal of existing, surface preparation, tack coat, asphalt mixture production, placement, compaction, and quality control, complete in accordance with the contract drawings and specifications.

2. Remove and dispose of concrete wheel stops.

3. Mill area to approx. 1 - 1.5” depth and provide minimum 2” overlay at parking and adjacent road.

4. Reconfigure parking to 60 degrees and provide for 20 cars and an accessible aisle. Prior to construction, review layout with Project Manager.

5. Remove 4-5 existing downhill parking spaces and subbase.

6. Restore disturbed area with topsoil, seed, compact thoroughly. Top and pin biodegradable erosion control matting.

7. Install silt fence at downhill side. Assume 100’.

ACCESSIBLE PARKING SPACES PAVILION 4 – ADD ALTERNATE 1

1. Provide all labor, materials, equipment, and incidentals necessary to furnish, place, compact, and finish Hot Mix Asphalt (HMA) pavement for two accessible parking space and an accessible aisle, including demolition and removal of existing, surface preparation, tack coat, asphalt mixture production, placement, compaction, and quality control, complete in accordance with the contract drawings and specifications.

2. Remove and dispose of picket fencing and existing concrete slab at sidewalk interface.

3. Grade accordingly and supplement subbase if required. Target depth 4-5”.

4. Install 2 full depth asphalt ADA parking spaces and 6’ wide accessible aisle. Overall size 26’ x 20’.

Asphalt must meet existing sidewalk clean, smooth and evenly.

5. Install wheel stops, pavement markings, accessible, van accessible, and no parking in access aisle with arrow parking signage. Refer to Section PARKING LOT STRIPING, PAVEMENT MARKINGS

AND REGULATORY SIGNS.

CONCRETE FLATWORK AT GATEHOUSE

1. Provide all labor, materials, equipment, and incidentals necessary to furnish, place, finish, cure, and protect cast-in-place concrete flatwork, including sidewalks, pads, curbs, gutters, aprons, and other concrete paving as shown on the drawings and specified herein.

2. Reference Standards:

A. All work must conform to July 2019 Maryland Department of Transportation State Highway Administration ‘STANDARD SPECIFICATIONS for CONSTRUCTION and MATERIALS’.

B. The current edition and applicable portions of American Concrete Institute (ACI) publications.

C. The current edition and applicable portions of American Society for Testing and Materials (ASTM) specifications.

D. Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practices.

3. Excavate and remove all existing pavements, organics, subbase and any other objectionable materials to the proper lines and grades. Lines and grades must be approved by CCRP Project Manager before the commencement of form installation.

4. Sub-base - CR6 must be thoroughly compacted with vibratory compactor to a depth indicated on the drawings. While compacting the sub-base, the material must be thoroughly wet and must not have standing pools of water.

5. Expansion joints - Nomaflex® (or approved closed cell foam equal). Install at gatehouse interface.

Expansion must be one-half inch (1/2”) below the surface of the walk and filled with Nomaflex® expansion joint filler. Install as per manufacturer’s instructions and recommendations.

6. Control joints must be sawn or tooled at center of slab.

7. Concrete flatwork must have a minimum compressive strength of 3,500 P.S.I. @ 28 days with a minimum 4” thickness at building face and 5” inches at roadway. See drawings for limits, pitches and elevations. Reinforce with grade 60 welded wire fabric ASTM A185 – flat sheets only. Center on slab.

8. Finish must be a light broom swept perpendicular to building.

9. Longitudinal slope must not exceed three percent (3%).

CONCRETE CURBING - SHA Type ‘A’ curb and gutter or Type ‘A’ curb no gutter.

1. Provide all labor, materials, equipment, and incidentals necessary to furnish and install cast-in-place concrete curbing, including excavation, subgrade preparation, formwork, reinforcement (where required), concrete placement, finishing, jointing, curing, and protection, complete as shown on the drawings and specified herein.

2. Reference Standards:

• All work must conform to July 2019 Maryland Department of Transportation State Highway Administration ‘STANDARD SPECIFICATIONS for CONSTRUCTION and MATERIALS’.

Specification 602. See attachment 3 for reference.

• The current edition and applicable portions of American Concrete Institute (ACI) publications and the current edition and applicable portions of American Society for Testing and Materials (ASTM) specifications.

• Attachment C – SHA Curb Details.

3. Excavate and remove all existing pavements, organics, subbase and any other objectionable materials to the proper lines and grades. Lines and grades must be approved by Project Manager before form installation.

4. Sub-base: CR6 stone must be thoroughly compacted with a vibratory compactor to a depth of eight

(8) inches in thickness. To ensure compaction, subbase must be wettened without standing pools of water.

5. Concrete curbs must have a minimum compressive strength of 4,000 P.S.I. @ 28 days.

6. Expansion joints – Asphaltic type per industry standards.

7. Disregard references to longitudinal tie devices on SHA detail.

8. Control joints per industry standards.

OWNER SUPPLIED GATES AND RECEIVING POSTS

1. Provide all labor, materials, equipment, and accessories necessary for the installation of an Owner supplied double-leaf swing gate complete with posts, hinges, latching hardware, and foundations as shown on the drawings and specified herein. Review layout with CCRP Project Manager prior to install.

2. Post Installation

• Install gate posts plumb and aligned.

• Set posts in concrete foundations of dimensions shown on the drawings or as required by soil conditions.

• Allow concrete to achieve sufficient strength before hanging gates.

• Maintain center-to-center spacing to provide specified gate opening width.

3. Gate Installation

• Install gate leaves level and plumb.

• Adjust hinges to ensure smooth operation without binding.

• Provide uniform clearance between gate leaves: 10–20 mm (3/8–3/4 in.) unless otherwise noted.

• Ensure gates swing freely through the full operating range and meet evenly when closed.

4. Contractor must embed receiving posts in 12” dia. concrete at 3’ deep at 3500 PSI. Top of footer flush with finished grade.

5. Contractor must embed gate assemblies in 2’-6 dia. concrete at 3’ deep at 3500 PSI. Top of footer flush with finished grade.

6. Field Quality Control

• Verify gate dimensions and opening width before installation.

• Operate each leaf through at least five complete opening and closing cycles.

• Confirm smooth operation, proper alignment, and positive latching.

• Correct any binding, sagging, or hardware deficiencies prior to acceptance.

TIMBER GUARDRAIL – ADD ALTERNATE #2

1. Provide all labor, materials, equipment, and incidentals necessary to furnish and install timber guardrails complete with posts, rails, hardware, foundations, and accessories as shown on the drawings and specified herein. Total length 114.

2. Review layout with CCRP Project Manager prior to install. Rail face to be 2’-6” from road edge.

3. Wood components must be #1 grade, pressure treated MCA (micronized copper azole) Southern Yellow Pine.

4. Hardware:

• Material: low‑ or medium‑carbon steel meeting ASTM A307 (Grade A).

• Coating: Hot‑dipped galvanizing per ASTM A153, Class C for bolts, washers and threaded fasteners.

5. Installation:

• Set posts plumb and aligned.

• Embed posts to the depth shown on the drawings or in accordance with project requirements.

Backfill excavations with compacted soil and Portland cement.

• Maintain 6’-0” spacing between posts.

• Install rails following the road slopes/elevation and securely fastened to posts. Provide tight connections without excessive gaps.

NEW TOPSOIL

1. To be applied at pavement shoulders or at curbing to promote positive drainage or lawn restoration/repair.

2. Topsoil must be fertile, friable, naturally loamy surface soil; reasonable free of subsoil, clay lumps, brush, weeds, and other litter; and free of roots, stumps, stones larger than ¾ inch in any dimension, and other extraneous, inorganic, or toxic matter harmful to plant growth.

3. Provide topsoil with a pH range of approximately 6.8 pH – 7.0 pH when tested in accordance with the methods of testing as recommended by the Association of Official Agricultural Chemists. Organic content must not be less than 3 percent nor more than 20 percent as determined by the wet-combustion method (chromic acid reduction). Not less than 20 percent nor more than 0 percent of the topsoil materials must pass the 200 mesh (0.075 mm) sieve, as determined by the wash test in accordance with

ASTM C 117.

4. Scarify existing soils to allow for proper adhesion.

5. Topsoil must be properly compacted and pitched to drain no greater than a 5:1 slope.

SEEDING

1. To be applied at path and pavement shoulders to promote positive drainage or lawn repair/restoration.

2. Provide fresh, clean, new-crop seed complying with tolerance for purity and germination established by Official Seed Analysis of North America for lawn grasses. Seed must be Jonathan Green Contractor's Grass Seed - Cool Season Lawn Seed (or approved equal).

3. Application rate of 1 pound per 100 SQFT.

4. Seed Cover must be clean straw with tackifier. Depth must be not less than 1 inch.

PARKING LOT STRIPING, PAVEMENT MARKINGS AND REGULATORY SIGNS

1. Provide all labor, materials, equipment, and incidentals necessary to furnish and install parking lot striping, pavement markings, regulatory signs, sign posts, and related appurtenances as shown on the drawings and specified herein.

2. References

• MUTCD

• ASTM D6628

• Maryland State Highway Administration standards Applicable state and local transportation agency standards.

• Applicable accessibility requirements, including the Americans with Disabilities Act (ADA) and local accessibility codes.

3. Parking lot and roadway striping, and symbols must be performed by a professional line striping Contractor.

4. Professional grade water-based acrylic line striping paints must be used. Paint must be Velocity, Professional Grade Traffic Paint manufactured by Sealmaster or equal.

5. Regulatory Signs must be 080" Engineering Grade Reflective Aluminum with pre-punched 3/8" mounting holes for installation with radius on corners.

6. Signs must be mounted on 8’ long, 2” square hot-dipped zinc steel posts. Mounting holes are 7/16" in diameter. Break-away base must be 3 feet, embedded 2’ - 8” with all necessary hardware.

7. Sign Schedule (BASE BID):

• Accessible parking, 12” x 18”, MUTCD R7-8, Qty: 1.

• No Parking in Access Aisle, 12” x 18”, MdMUTCD R8-1(2), Qty: 1.

• Stop, 12” x 12”, MUTCD R7-8, Qty: 1.

• Bilingual No Parking/Fire Lane, 12” x 18”. Qty: 4. Bilingual No Parking Fire Lane Sign, SKU:

K-8971

• Slow Down Pedestrians Ahead. Black on Yellow. 12” x 18”. Qty: 1.

6. Symbols and Striping (BASE BID):

• Accessible parking symbol, 57" blue square field with 41" white symbol that meets Federal specifications. Qty: 1.

• Accessible aisle striping. Qty. 1.

• Painted crosswalk. Continental style 16” white stripes @ 36” O.C. Qty: 1.

• Parking space striping.

• Two way yellow striping.

• Stop Bars. 16” wide. Qty. 2.

7. Sign Schedule (ADD ALTERNATE 1):

• Accessible parking signs, 12” x 18”, MUTCD R7-8, Qty: 2.

• Van Accessible, MdMUTCD, 6’x 12”. Van Accessible Maryland Sign - Handicap Parking Sign https://www.myparkingsign.com/signs/bilingual-no-parking-fire-lane-sign/sku-k-8971 https://www.myparkingsign.com/signs/bilingual-no-parking-fire-lane-sign/sku-k-8971 https://www.myparkingsign.com/handicapped-parking-signs/van-accessible-maryland-sign/sku-k-1509

• Supplemental Parking Sign: Downwards Pointing Arrow, Green, 6” x 12”. Qty: 1 Downwards Pointing Green Arrow Supplemental Parking Sign

• No Parking in Access Aisle, 12” x 18”, MdMUTCD R8-1(2), Qty: 1.

8. Symbols and Striping (ADD ALTERNATE 1):

• Accessible parking symbol, 57" blue square field with 41" white symbol that meets Federal specifications. Qty: 2.

• Accessible aisle and parking space striping.

PARKING WHEEL STOPS

1. 6’ Recycled rubber wheel stops with yellow stripes with asphalt mounting hardware supplied by Traffic Safety Warehouse. 6' Black & Yellow Plasticade Recycled Rubber Parking Block w/ 12" Steel Spikes.https://www.trafficsafetystore.com/parking-blocks/6-foot-plasticade-rubber-parking-blocks#PBRP6YS. Installation as per manufacturer’s instructions.

2. Quantity 20. Base Bid.

3. Quantity 2 Add Alternate 1.

4. Submittals are required for substitutions.

SPEED BUMPS

1. Supply and install yellow and black rubber speed bumps with U.V. protection with molded cat eye reflector tape and end caps as supplied by Traffic Safety Warehouse – Item: 6' Rubber Speed Bumps.

https://www.trafficsafetystore.com/speed-bumps-humps/rubber-6-hd#SBR6HDRB.

2. Quantity: 15.

3. Surface mount with 14" Galvanized REBAR Spikes per manufacturer’s instructions.

4. Submittals are required for substitutions.

5. Project Manager to determine final locations.

ENVIRONMENTAL CONTROLS

1. Construction, renovation and/or demolition must be performed in conformance with State regulations pertaining to "Particulate Matter from Materials Handling and Construction" requiring that during any construction and/or demolition work, reasonable precautions must be taken to prevent particulate matter, such as fugitive dust, from becoming airborne.

2. Any solid waste including construction, demolition and land clearing debris, generated from the subject project, must be properly disposed of at a permitted solid waste acceptance facility, or recycled if possible. Contact the Solid Waste Program at (410) 537-3315 for additional information regarding solid waste activities and contact the Waste Diversion and Utilization Program at (410) 537-3314 for additional information regarding recycling activities.

GUARANTEES

The Contractor must guarantee all work under the Contract against defects which may develop within a period of one year from the date of Substantial Completion. If corrections and corrective measures are required, the guarantee period thereon shall commence with the date it is corrected to comply with the Contract Documents or the date of Final Acceptance of the completed work, whichever is earlier. The Contractor must supply all effort, labor, materials, and equipment for such warranty work at no expense to the Owner.

https://www.myparkingsign.com/MPS2/downwards-left-arrow-supplemental-parking-sign-green/sku-k2-1417 https://www.myparkingsign.com/MPS2/downwards-left-arrow-supplemental-parking-sign-green/sku-k2-1417 https://www.trafficsafetystore.com/parking-blocks/6-foot-plasticade-rubber-parking-blocks#PBRP6YS https://www.trafficsafetystore.com/parking-blocks/6-foot-plasticade-rubber-parking-blocks#PBRP6YS

CLEAN-UP

1. The Contractor must keep the premises free of debris and unusable materials daily or placed not to impede park operations.

2. After completion the Contractor must remove all debris from the site and clean all affected areas as instructed by the Project Manager or his designated representative.

End of RFB