BID 2476 – #2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT

Bidding Documents - Contract Forms - Specifications City of Parkersburg Sidewalk Replacement Program Project 2021-10 ________________________________________________________________________________________________ Parkersburg, West Virginia Tom Joyce, Mayor Everett Shears, Director Public Works Adam D. Stout, P.E. City Engineer City of Parkersburg Engineering Division ae fengelg PARKERSBURG 2 TABLE OF CONTENTS INSTRUCTION TO BIDDERS .................................................................................................. 3 SECTION I- BIDDING DOCUMENTS ................................................................................................... 5 LOCATION MAP /DRAWINGS ............................................................................................... 6 GENERAL NOTES AND SPECIFICATIONS .......................................................................... 7 SCHEDULE OF PRICES

........................................................................................................... 9 BID PROPOSAL ......................................................................................................................... 10 PROPOSAL GUARANTY (BID BOND) .................................................................................. 11 BIDDER QUALIFICATION DATA .......................................................................................... 12 NON-COLLUSION AFFIDAVIT .............................................................................................. 13 CORPORATE OFFICER IDENTIFICATION AFFIDAVIT ..................................................... 14 CONTRACT DOCUMENTS .................................................................................................................... 15 PERFORMANCE (CONTRACT) BOND .................................................................................. 16 PAYMENT BOND ..................................................................................................................... 20 CONTRACT ............................................................................................................................... 24 CERTIFICATE OF FUNDS ....................................................................................................... 26 SECTION II-SPECIAL CONDITIONS .................................................................................................... 27 2 1. GENERAL SCOPE OF WORK ....................................................................................... 27 2.2. TIME OF COMPLETION ............................................................................................... 27 2.3. LIQUIDATED DAMAGES ............................................................................................. 27 2.4. LEGAL REGULATIONS AND RESPONSIBILITIES ................................................... 29 2.5. ANNULMENT OF CONTRACT .................................................................................... 30 2.6. TERMINATION OF CONTRACT FOR CONVENIENCE OF THE OWNER.............. 31 2.7. FAILURE TO EXECUTE CONTRACT ......................................................................... 31 2.8. SUBLETTING OR ASSIGNING .................................................................................... 32 2.9. DELAYS DUE TO INJUNCTIONS, ETC. ..................................................................... 33 2.10. DAMAGES TO EXISTING UTILITIES ......................................................................... 33 2.11. REMOVAL OF DEBRIS, CLEANING, ETC ................................................................. 34 2.12. INSPECTION, SAMPLES, CERTIFICATES, AND TESTS .......................................... 34 2.13. COMMUNICATIONS ..................................................................................................... 35 2.14. ENGINEER'S RESPONSIBILITY AND AUTHORITY................................................. 35 2.15. FINAL INSPECTION ...................................................................................................... 36 2.16. ACCEPTANCE OF WORK ............................................................................................. 36 2.17. PAYMENTS TO CONTRACTOR .................................................................................. 36 2.18. WARRANTY ................................................................................................................... 37 2.19. INSURANCE ................................................................................................................... 37 2.20. CHANGES IN THE WORK ............................................................................................ 39 2.21. CLAIM FOR EXTRA WORK ......................................................................................... 40 2.22. SUPPLEMENTARY AGREEMENT .............................................................................. 40 2.23. EXTRA COPIES OF CONTRACT DOCUMENTS ........................................................ 40 2.24. PLANS AND SPECIFICATIONS ................................................................................... 40 2.25. DEFINITIONS ................................................................................................................. 40 2.26. EQUIPMENT ................................................................................................................... 40 2.27. TECHNICAL SPECIFICATIONS ................................................................................... 41 2.28. SPECIAL PROVISIONS ................................................................................................. 41 2.29. EQUAL OPPORTUNITY PROVISIONS ...................................................................... 41 3 INSTRUCTION TO BIDDERS A. All proposals must be made upon the forms contained herein and the prices must be written therein, both in words and figures. The figure shall include the cost for all services, labor, materials, and equipment necessary to complete the item. The proposal must be type written or filled in with ink. B. All proposals not in conformity with this notice may be considered informal and may be rejected. No bid will be allowed to be withdrawn for any reason whatsoever after it has been deposited with the City of Parkersburg, West Virginia. All proposals must be enclosed in a sealed envelope addressed as described in the advertisement. Each bid must be accompanied by cash, certified check of the bidder, or a bid bond prepared on the form of bid bond attached hereto, duly executed by the bidder as principal and having as surety thereon a surety company approved by the Owner, in the amount of 5% of the bid. Attorneys-in-fact who sign bonds must file with each bond a certified and effectively dated copy of their power of attorney. C. Each bidder is required to state in his proposal, his name, place of residence, and the names of all persons financially interested with said bidder. In addition, each bidder is required to provide his W.V. Contractor License No. and a copy of said license, as issued under provisions of West Virginia Code, Chapter 21, Article 11. In case of a corporation, the names of other than the president and secretary need not be given. Reference shall be furnished to establish the skill and business standing of the bidder. D. If any person contemplating submitting a bid for the proposed contract is in doubt as to the true meaning of any part of the Contract Provisions, Contract, Instructions to Bidder, or other Contract documents, he may submit to the City of Parkersburg, West Virginia, a written request for interpretation. The bidder will be responsible for its delivery at least three days prior to the scheduled bid opening. Any interpretation of the proposed documents will be made only by addendum duly issued and a copy will be sent to all persons who receive copies of contract documents. The awarding authority will not be responsible for any other explanations for interpretations of the proposed documents. E. Sureties must be approved by the City of Parkersburg. The City may determine the forms of acceptable surety in a particular case. F. Proposals shall be subject to the condition that provided the Director of Finance of the City of Parkersburg, West Virginia, is unable to execute the certificate of availability of funds, then the right is reserved to the City to hold bids for a period of not longer than sixty (60) days after date of opening and/or to award contracts at any time during this period. G. Consideration will be given to various factors to determine the responsible bidder whose bid, conforming to the invitation for bids, is lowest, including but not limited to the following factors: 4 (1) whether bidder maintains a permanent place of business, (2) suitability of bidders plant and equipment for work, (3) bidder's financial status, (4) technical experience, (5) past performance, (6) Contractor integrity, and (7) compliance with public policy (8) an in-state vendor will be granted a 2% preference if the vendor has made written claim for such preference at the time the bid is submitted. H. The following listed forms which must be used in the submission of bids are attached. (1) Bid Proposal. (2) Schedule of Prices. (3) Proposal Guaranty (Bid Bond). (4) Bidder Qualification Data. (5) Non-collusion Affidavit (6) Corporate Officer Identification Affidavit. (7) Signed copy of West Virginia Contractor License. I. Within ten (10) days after the successful bidder receives the Notice of Award, he shall perform the following transactions: (1) Sign the contract in quadruplicate. (2) Furnish the Performance Bond with Sureties. (3) Furnish the Payment Bond with Sureties. (4) Furnish documentary evidence of compliance with all insurance requirements. (5) Furnish Subcontracting Request form when subletting any portion of contract work. Contractor may not sublet more than fifty percent of total contract amount. (5A) Furnish documentary evidence of subcontractors' compliance with all insurance requirements. (6) If the successful bidder is a corporation, evidence of authority of the officer signing the contract to bind the corporation must be given by proper corporate resolution. (7) If the successful bidder is an out of state corporation, a certificate from the Secretary of State shall be furnished showing that the corporation is authorized to do business in the State of West Virginia. 5 SECTION I- BIDDING DOCUMENTS (TO BE SUBMITTED AT BID OPENING) 6 LOCATION MAP /DRAWINGS 77' 6.0' 625 MARKET STREET 701 MARKET STREET 703 MARKET STREET 623 MARKET STREET621 MARKET STREET 621 1/2 MARKET STREET 619 MARKET STREET START SIDEWALK 10' BACK FROM CORNER (DO NOT DISTURB BRICK SECTION) EXISTING ROAD COMPACTED BED COURSE PER 610 SEE NOTE #4 PLAIN CONCRETE CURBING TYPE IV (MODIFIED) *TO BE USED AT DRIVEWAY ENTRANCES PLAIN CONCRETE CURBING TYPE I (MODIFIED) SAW CUT MONOLITHIC CONCRETE CURBING TYPE I (MODIFIED) NOTES: 1. ALL CONCRETE WORK SHALL BE PER WVDOH SPECIFICATIONS FOR CONSTRUCTION. 2. CONCRETE SHALL BE CLASS "B" 3,000 PSI MIN. STRENGTH. 3. EXPANSION JOINTS SHALL EXTEND ACROSS THE FULL WIDTH OF SIDEWALK PER SECTION 609. 4. THE CONTRACTOR MAY CHOOSE TO INSTALL MONOLITHIC CURBS OR SEPARATE POUR CURBING. IF MONOLITHIC CURBS ARE INSTALLED PROVIDE 1/4" TOOLED JOINT BETWEEN CURB AND SIDEWALK. IF SEPARATE CURBS ARE INSTALLED CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF SECTION 609 OF THE WVDOH STANDARD SPECIFICATIONS. 5. WIRE MESH OR REBAR SHALL BE INSTALLED PER WVDOH SPECIFICATIONS. STATE SIDEWALK/CURB DETAIL 1 38" 7 38" 6" 3 8" 14" MATCH EXISTING R12" R 112" EXISTING ROAD 1 38" 7 38" 6" 3 8"R 112" 14" MATCH EXISTING4" MATCH EXISTING WIDTH (SLOPE 2% MAX) 2" 14" 7 38" 6" 12" R12" R 112" SAW CUT EXISTING ROADEXISTING GRADE Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 1 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 625 MARKET STREET LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS ALL CURBS SHALL MEET REQUIREMENTS OF SECTION 610 "CURBS, COMBINATION CURBS AND GUTTERS AND MEDIANS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text MARKET STREET AutoCAD SHX Text SEVENTH STREET AutoCAD SHX Text SEVENTH STREET I 1 9' x 7 ' A PP RO AC H 104' 40' REPLACE EXISTING STAIRS & RETAINING WALL REPLACE TOP SLAB OF STAIRS ONLY 5' 6' 1614 23RD STREET 1618 23RD STREET 1610 23RD STREET 1612 23RD STREET 2114 PLUM STREET 1701 23RD STREET 1703 23RD STREET 1617 23RD STREET 2301 PLUM STREET 84' 4' BEGIN DROP CURB END DROP CURB CROSSWALK CROSSWALK SIDEWALK 10% MAX. 10% MA X. 1 3 2 3 1 2 TYPE I RAMP DETAIL DEPRESSED CURB (FLUSH WITH ROAD) SID EW ALK RAMP WIDTH 5'-2" TYP. DETECTABLE WARNING SURFACE NOTES: 1. 8.33% (12:1) MAX RAMP SLOPE, INCLUDING CONSTRUCTION TOLERANCE. 2. CROSS SLOPE: 2.00% MAX INCLUDING CONSTRUCTION TOLERANCE. 3. CURB RAMPS REQUIRE A (4'-0") MINIMUM TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. NOTES: 1. DETECTABLE WARNING SURFACE SHALL EXTEND ACROSS THE FULL WIDTH OF THE CURB RAMP, LANDING OR TRANSITION. 2. DOMES SHALL BE ALIGNED IN THE PREDOMINANT DIRECTION OF THE CURB RAMP. 3. DESIGN AND PLACEMENT OF DETECTABLE WARNING SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 609 OF THE SPECIFICATIONS AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNING SURFACE DETAIL 24'' WIDTH VARIES TRAVEL DIRECTION 1" MIN. CLEARANCE FROM JOINTS, TYP. ALL SIDES Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 2 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 1614 & 1618 23RD STREET; 2114 PLUM STREET NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPEXX LOCATION PLAN NOT TO SCALE EXISTING STAIRS & RETAINING WALL TO BE REPLACED AutoCAD SHX Text 27 AutoCAD SHX Text PLAT BOOK 1, PAGE 9 AutoCAD SHX Text H.C. HOPKINS ADDITION AutoCAD SHX Text 10 AutoCAD SHX Text 11 AutoCAD SHX Text 12 AutoCAD SHX Text PLAT BOOK 3, PAGE 99 AutoCAD SHX Text FLANIGAN AND THOMPSON'S SUBDIVISION AutoCAD SHX Text 23rd STREET AutoCAD SHX Text 13 AutoCAD SHX Text 14 AutoCAD SHX Text 1 AutoCAD SHX Text 2 AutoCAD SHX Text 6 AutoCAD SHX Text 7 AutoCAD SHX Text 3 AutoCAD SHX Text 1 AutoCAD SHX Text 2 AutoCAD SHX Text PLUM STREET IIIB 24' 65' 3' BE GI N DR OP C UR B EN D DR OP C UR B BE GI N DR OP C UR B EN D DR OP C UR B BE GI N DR OP C UR B EN D DR OP C UR B 41' 4' TYP. 43' ALREADY REPLACED 1 1' x 14 ' A PP RO AC H 1 2' x 12 ' A PP RO AC H 1 1' x 9' AP PR OA CH 30' 2401 23RD STREET 2403 23RD STREET 240523RD STREET 2407 23RD STREET 2409 23RD STREET 2411 23RD STREET 2301MORNINGSIDE AVENUE 2310 23RD STREET 2305 MORNINGSIDE AVENUE 2307 MORNINGSIDE AVENUE COMPACTED BED COURSE PER 610 EXISTING GRADE SEE NOTE #4 NOTES: 1. ALL CONCRETE WORK SHALL BE PER WVDOH SPECIFICATIONS FOR CONSTRUCTION. 2. CONCRETE SHALL BE CLASS "B" 3,000 PSI MIN. STRENGTH. 3. EXPANSION JOINTS SHALL EXTEND ACROSS THE FULL WIDTH OF SIDEWALK PER SECTION 609. 4. THE CONTRACTOR MAY CHOOSE TO INSTALL MONOLITHIC CURBS OR SEPARATE POUR CURBING. IF MONOLITHIC CURBS ARE INSTALLED PROVIDE 1/4" TOOLED JOINT BETWEEN CURB AND SIDEWALK. IF SEPARATE CURBS ARE INSTALLED CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF SECTION 609 OF THE WVDOH STANDARD SPECIFICATIONS. 5. WIRE MESH OR REBAR SHALL BE INSTALLED PER WVDOH SPECIFICATIONS. MATCH EXISTING WIDTH (SLOPE 2% MAX) 6'' 4'' 6'' 6'' CITY SIDEWALK/CURB DETAIL MONOLITHIC CONCRETE CURBING CITY SAW CUT EXISTING ROAD 14" MATCH EXISTING SAW CUT EXISTING ROAD 2" 14" EXISTING ROAD 14" MATCH EXISTING PLAIN CONCRETE CURBING CITY PLAIN CONCRETE CURBING CITY *TO BE USED AT DRIVEWAY ENTRANCES R12" R12" R12" NOTES: 1. DETECTABLE WARNING SURFACE SHALL EXTEND ACROSS THE FULL WIDTH OF THE CURB RAMP, LANDING OR TRANSITION. 2. DOMES SHALL BE ALIGNED IN THE PREDOMINANT DIRECTION OF THE CURB RAMP. 3. DESIGN AND PLACEMENT OF DETECTABLE WARNING SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 609 OF THE SPECIFICATIONS AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNING SURFACE DETAIL 24'' WIDTH VARIES TRAVEL DIRECTION 1" MIN. CLEARANCE FROM JOINTS, TYP. ALL SIDES DETECTABLE WARNING SURFACE CROSSWALK 3 1 2 SEE PLAN NOTES: 1. 8.33% (12:1) MAX RAMP SLOPE, INCLUDING CONSTRUCTION TOLERANCE. 2. CROSS SLOPE: 2.00% MAX INCLUDING CONSTRUCTION TOLERANCE. 3. CURB RAMPS REQUIRE A (4'-0") MINIMUM TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SEE NOTE REGARDING OBSTRUCTIONS ON SHEET 1 OR 3. SLOPE TO DRAIN TO CURB. 4'-0" MIN. CURB CURB DEPRESSED CURB (FLUSH WITH ROAD) 5'-0" MAX TYPE IIIB RAMP DETAIL Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 3 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 2401 - 2409 23RD STREET & 2301 MORNINGSIDE AVE. LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS ALL CURBS SHALL MEET REQUIREMENTS OF SECTION 610 "CURBS, COMBINATION CURBS AND GUTTERS AND MEDIANS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text 1 AutoCAD SHX Text 5 AutoCAD SHX Text 6 AutoCAD SHX Text 7 AutoCAD SHX Text 1 AutoCAD SHX Text 2 AutoCAD SHX Text 3 AutoCAD SHX Text 4 AutoCAD SHX Text 26 AutoCAD SHX Text 25 AutoCAD SHX Text MORNINGSIDE AVE AutoCAD SHX Text 23RD STREET BEGIN DROP CURB END DROP CURB 50' 40' 4' TYP. AL RE AD Y RE PL AC ED 4 ' x 8 ' P IE CE1 0' x 1 1' A PP RO AC H 817 DICKEL AVENUE 824 DICKEL AVENUE 822 DICKEL AVENUE 820 DICKEL AVENUE 816 DICKEL AVENUE 835 MAPLE STREET 810 DICKEL AVENUE 800 DICKEL AVENUE 801 DICKEL AVENUE 811 DICKEL AVENUE 813 DICKEL AVENUE Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 4 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 816 & 810 DICKEL AVE. LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text 56 AutoCAD SHX Text 11 AutoCAD SHX Text 1A AutoCAD SHX Text PLAT BOOK 1, PAGE 40 AutoCAD SHX Text GEORGE QUICK'S ADDITION AutoCAD SHX Text 2A AutoCAD SHX Text 14 AutoCAD SHX Text 13 AutoCAD SHX Text 12 AutoCAD SHX Text 57 AutoCAD SHX Text 18 AutoCAD SHX Text 10 AutoCAD SHX Text 54 AutoCAD SHX Text 55 AutoCAD SHX Text 53 AutoCAD SHX Text 52 AutoCAD SHX Text 17TH STREET AutoCAD SHX Text DICKEL AVE 15' 31' 4' TYP. BEGIN D ROP CUR B END DRO P CURB ALREADY REPLACED 13' x 4' APPROACH 508 REED STREET 510 REED STREET 504 REED STREET 501 REED STREET 507 REED STREET 509 REED STREET 511 REED STREET COMPACTED BED COURSE PER 610 EXISTING GRADE SEE NOTE #4 NOTES: 1. ALL CONCRETE WORK SHALL BE PER WVDOH SPECIFICATIONS FOR CONSTRUCTION. 2. CONCRETE SHALL BE CLASS "B" 3,000 PSI MIN. STRENGTH. 3. EXPANSION JOINTS SHALL EXTEND ACROSS THE FULL WIDTH OF SIDEWALK PER SECTION 609. 4. THE CONTRACTOR MAY CHOOSE TO INSTALL MONOLITHIC CURBS OR SEPARATE POUR CURBING. IF MONOLITHIC CURBS ARE INSTALLED PROVIDE 1/4" TOOLED JOINT BETWEEN CURB AND SIDEWALK. IF SEPARATE CURBS ARE INSTALLED CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF SECTION 609 OF THE WVDOH STANDARD SPECIFICATIONS. 5. WIRE MESH OR REBAR SHALL BE INSTALLED PER WVDOH SPECIFICATIONS. MATCH EXISTING WIDTH (SLOPE 2% MAX) 6'' 4'' 6'' 6'' CITY SIDEWALK/CURB DETAIL MONOLITHIC CONCRETE CURBING CITY SAW CUT EXISTING ROAD 14" MATCH EXISTING SAW CUT EXISTING ROAD 2" 14" EXISTING ROAD 14" MATCH EXISTING PLAIN CONCRETE CURBING CITY PLAIN CONCRETE CURBING CITY *TO BE USED AT DRIVEWAY ENTRANCES R12" R12" R12" Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 5 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 508 REED STREET LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS ALL CURBS SHALL MEET REQUIREMENTS OF SECTION 610 "CURBS, COMBINATION CURBS AND GUTTERS AND MEDIANS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text REED STREET AutoCAD SHX Text 29 AutoCAD SHX Text 27 AutoCAD SHX Text 28 AutoCAD SHX Text 26 AutoCAD SHX Text 23 AutoCAD SHX Text 25 AutoCAD SHX Text 24 AutoCAD SHX Text 2 AutoCAD SHX Text 3 AutoCAD SHX Text 1 AutoCAD SHX Text 4 AutoCAD SHX Text 5 AutoCAD SHX Text 6 AutoCAD SHX Text 7 I 4' 46' 502 MAPLE STREET 506 MAPLE STREET 500 MAPLE STREET 1935 WORTHINGTON STREET 501 MAPLE STREET 503 MAPLE STREET 505 MAPLE STREET 507 MAPLE STREET 508 MAPLE STREET CROSSWALK CROSSWALK SIDEWALK 10% MAX. 10% MA X. 1 3 2 3 1 2 TYPE I RAMP DETAIL DEPRESSED CURB (FLUSH WITH ROAD) SID EW ALK RAMP WIDTH 5'-2" TYP. DETECTABLE WARNING SURFACE NOTES: 1. 8.33% (12:1) MAX RAMP SLOPE, INCLUDING CONSTRUCTION TOLERANCE. 2. CROSS SLOPE: 2.00% MAX INCLUDING CONSTRUCTION TOLERANCE. 3. CURB RAMPS REQUIRE A (4'-0") MINIMUM TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. NOTES: 1. DETECTABLE WARNING SURFACE SHALL EXTEND ACROSS THE FULL WIDTH OF THE CURB RAMP, LANDING OR TRANSITION. 2. DOMES SHALL BE ALIGNED IN THE PREDOMINANT DIRECTION OF THE CURB RAMP. 3. DESIGN AND PLACEMENT OF DETECTABLE WARNING SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 609 OF THE SPECIFICATIONS AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNING SURFACE DETAIL 24'' WIDTH VARIES TRAVEL DIRECTION 1" MIN. CLEARANCE FROM JOINTS, TYP. ALL SIDES Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 6 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 500 MAPLE STREET LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text 32 AutoCAD SHX Text WORTHINGTON STREET AutoCAD SHX Text 29 AutoCAD SHX Text 30 AutoCAD SHX Text 31 AutoCAD SHX Text 28 AutoCAD SHX Text 27 AutoCAD SHX Text Plat Book 4, Page 18 AutoCAD SHX Text Roselynne Heights AutoCAD SHX Text 35 AutoCAD SHX Text 33 AutoCAD SHX Text 34 AutoCAD SHX Text MAPLE STREET AutoCAD SHX Text MAPLE STREET AutoCAD SHX Text WORTHINGTON STREET I 130' 58' 8' 5' END DROP CURB BEGIN DROP CURB 5' x 5' PIECE 22' x 11' APPROACH 1802 19TH STREET 1800 19TH STREET 1804 19TH STREET 1807 19TH STREET 1805 19TH STREET 1722 19TH STREET 1720 19TH STREET EXISTING STREET GRADE VARIES PER LOCATION EXISTING GRASS & CURB EXISTING RETAINING WALL (TO REMAIN) COMPACTED BED COURSE PER 610 EXISTING YARD GRADE 4" x 4" BACKING CURB W/ CHAMFER EDGE SIDEWALK DETAIL NOTES: 1. SIDEWALK SHALL BE A MINIMUM OF 5'-0" (BACKING CURB SIZE NOT INCLUDED IN WIDTH OF SIDEWALK). MAY HAVE TO EXCAVATE INTO GRASS AREA. 2. WIRE MESH OR REBAR SHALL BE INSTALLED PER WVDOH SPECIFICATIONS. THIS SHEET NOTES: 1. DETECTABLE WARNING SURFACE SHALL EXTEND ACROSS THE FULL WIDTH OF THE CURB RAMP, LANDING OR TRANSITION. 2. DOMES SHALL BE ALIGNED IN THE PREDOMINANT DIRECTION OF THE CURB RAMP. 3. DESIGN AND PLACEMENT OF DETECTABLE WARNING SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 609 OF THE SPECIFICATIONS AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNING SURFACE DETAIL 24'' WIDTH VARIES TRAVEL DIRECTION 1" MIN. CLEARANCE FROM JOINTS, TYP. ALL SIDES CROSSWALK CROSSWALK SIDEWALK 10% MAX. 10% MA X. 1 3 2 3 1 2 TYPE I RAMP DETAIL DEPRESSED CURB (FLUSH WITH ROAD) SID EW ALK RAMP WIDTH 5'-2" TYP. DETECTABLE WARNING SURFACE NOTES: 1. 8.33% (12:1) MAX RAMP SLOPE, INCLUDING CONSTRUCTION TOLERANCE. 2. CROSS SLOPE: 2.00% MAX INCLUDING CONSTRUCTION TOLERANCE. 3. CURB RAMPS REQUIRE A (4'-0") MINIMUM TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 7 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 1800 19TH STREET LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text LIBERTY STREET AutoCAD SHX Text J.W. Dils Heirs Addition No.2 AutoCAD SHX Text Plat Book 1, Page 28 AutoCAD SHX Text 91 AutoCAD SHX Text 92 AutoCAD SHX Text 93 AutoCAD SHX Text 19TH STREET AutoCAD SHX Text DILS HEIRS ADD. #2 AutoCAD SHX Text PLAT BOOK 1, PAGE 28 AutoCAD SHX Text 94 AutoCAD SHX Text 95 AutoCAD SHX Text 96 AutoCAD SHX Text 97 AutoCAD SHX Text 115 AutoCAD SHX Text 83 I 50' 5' ST AR T SI DE W AL K NE XT T O NE W LY R EP LA CE D SE CT IO N 1612 BEAVER STREET 1618 BEAVER STREET 1619 BEAVER STREET 1615 BEAVER STREET 1613 BEAVER STREET 1611 B BEAVER STREET 1611 A BEAVER STREET 712 17TH STREET 1702 BEAVER STREET 614 17TH STREET 618 17TH STREET 1607 BEAVER STREET 1603 BEAVER STREET CROSSWALK CROSSWALK SIDEWALK 10% MAX. 10% MA X. 1 3 2 3 1 2 TYPE I RAMP DETAIL DEPRESSED CURB (FLUSH WITH ROAD) SID EW ALK RAMP WIDTH 5'-2" TYP. DETECTABLE WARNING SURFACE NOTES: 1. 8.33% (12:1) MAX RAMP SLOPE, INCLUDING CONSTRUCTION TOLERANCE. 2. CROSS SLOPE: 2.00% MAX INCLUDING CONSTRUCTION TOLERANCE. 3. CURB RAMPS REQUIRE A (4'-0") MINIMUM TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. NOTES: 1. DETECTABLE WARNING SURFACE SHALL EXTEND ACROSS THE FULL WIDTH OF THE CURB RAMP, LANDING OR TRANSITION. 2. DOMES SHALL BE ALIGNED IN THE PREDOMINANT DIRECTION OF THE CURB RAMP. 3. DESIGN AND PLACEMENT OF DETECTABLE WARNING SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 609 OF THE SPECIFICATIONS AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNING SURFACE DETAIL 24'' WIDTH VARIES TRAVEL DIRECTION 1" MIN. CLEARANCE FROM JOINTS, TYP. ALL SIDES Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 8 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 1618 BEAVER STREET NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPEXX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text 23 AutoCAD SHX Text BEAVER STREET AutoCAD SHX Text 21 AutoCAD SHX Text 22 AutoCAD SHX Text 12 AutoCAD SHX Text 13 AutoCAD SHX Text 14 AutoCAD SHX Text 3 AutoCAD SHX Text 24 AutoCAD SHX Text 25 AutoCAD SHX Text 16 AutoCAD SHX Text 15 AutoCAD SHX Text 17TH STREET AutoCAD SHX Text 17 I 100' 44' BEG IN D RO P CU RB EN D DR OP C UR B1 1' x 9 ' A PP RO AC H *REMOVE GRASS AREA BETWEEN EXISTING SIDEWALK AND ROAD. TAKE NEW SIDEWALK TO ROAD ON BOTH SIDES. 28' 1101 13TH STREET 1105 13TH STREET 1310 OAK STREET 1100 13TH STREET 1102 13TH STREET 1104 13TH STREET 1106 13TH STREET 1303 OAK STREET COMPACTED BED COURSE PER 610 EXISTING GRADE SEE NOTE #4 NOTES: 1. ALL CONCRETE WORK SHALL BE PER WVDOH SPECIFICATIONS FOR CONSTRUCTION. 2. CONCRETE SHALL BE CLASS "B" 3,000 PSI MIN. STRENGTH. 3. EXPANSION JOINTS SHALL EXTEND ACROSS THE FULL WIDTH OF SIDEWALK PER SECTION 609. 4. THE CONTRACTOR MAY CHOOSE TO INSTALL MONOLITHIC CURBS OR SEPARATE POUR CURBING. IF MONOLITHIC CURBS ARE INSTALLED PROVIDE 1/4" TOOLED JOINT BETWEEN CURB AND SIDEWALK. IF SEPARATE CURBS ARE INSTALLED CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF SECTION 609 OF THE WVDOH STANDARD SPECIFICATIONS. 5. WIRE MESH OR REBAR SHALL BE INSTALLED PER WVDOH SPECIFICATIONS. MATCH EXISTING WIDTH (SLOPE 2% MAX) 6'' 4'' 6'' 6'' CITY SIDEWALK/CURB DETAIL MONOLITHIC CONCRETE CURBING CITY SAW CUT EXISTING ROAD 14" MATCH EXISTING SAW CUT EXISTING ROAD 2" 14" EXISTING ROAD 14" MATCH EXISTING PLAIN CONCRETE CURBING CITY PLAIN CONCRETE CURBING CITY *TO BE USED AT DRIVEWAY ENTRANCES R12" R12" R12" NOTES: 1. DETECTABLE WARNING SURFACE SHALL EXTEND ACROSS THE FULL WIDTH OF THE CURB RAMP, LANDING OR TRANSITION. 2. DOMES SHALL BE ALIGNED IN THE PREDOMINANT DIRECTION OF THE CURB RAMP. 3. DESIGN AND PLACEMENT OF DETECTABLE WARNING SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION 609 OF THE SPECIFICATIONS AND THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG). DETECTABLE WARNING SURFACE DETAIL 24'' WIDTH VARIES TRAVEL DIRECTION 1" MIN. CLEARANCE FROM JOINTS, TYP. ALL SIDES CROSSWALK CROSSWALK SIDEWALK 10% MAX. 10% MA X. 1 3 2 3 1 2 TYPE I RAMP DETAIL DEPRESSED CURB (FLUSH WITH ROAD) SID EW ALK RAMP WIDTH 5'-2" TYP. DETECTABLE WARNING SURFACE NOTES: 1. 8.33% (12:1) MAX RAMP SLOPE, INCLUDING CONSTRUCTION TOLERANCE. 2. CROSS SLOPE: 2.00% MAX INCLUDING CONSTRUCTION TOLERANCE. 3. CURB RAMPS REQUIRE A (4'-0") MINIMUM TURNING SPACE WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 9 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 1101 13TH STREET LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS ALL CURBS SHALL MEET REQUIREMENTS OF SECTION 610 "CURBS, COMBINATION CURBS AND GUTTERS AND MEDIANS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text OAK STREET AutoCAD SHX Text 13TH STREET AutoCAD SHX Text 34 AutoCAD SHX Text 35 AutoCAD SHX Text Plat Book 1; Page 43 AutoCAD SHX Text 13 AutoCAD SHX Text 13TH STREET AutoCAD SHX Text OAK STREET AutoCAD SHX Text 37 AutoCAD SHX Text 38 AutoCAD SHX Text 39 AutoCAD SHX Text 37 AutoCAD SHX Text 38 AutoCAD SHX Text 39 AutoCAD SHX Text 12 AutoCAD SHX Text Plat Book 1; Page 1 AutoCAD SHX Text J.V. Rathbone Estate AutoCAD SHX Text 41 AutoCAD SHX Text 40 40' 4' BE GI N DR OP C UR B EN D DR OP C UR B 19' x 9' APPROACH 2306 36TH STREET 2304 36TH STREET 2305 36TH STREET 2303 36TH STREET 2307 36TH STREET 2310 36TH STREET EXISTING ROAD COMPACTED BED COURSE PER 610 SEE NOTE #4 PLAIN CONCRETE CURBING TYPE IV (MODIFIED) *TO BE USED AT DRIVEWAY ENTRANCES PLAIN CONCRETE CURBING TYPE I (MODIFIED) SAW CUT MONOLITHIC CONCRETE CURBING TYPE I (MODIFIED) NOTES: 1. ALL CONCRETE WORK SHALL BE PER WVDOH SPECIFICATIONS FOR CONSTRUCTION. 2. CONCRETE SHALL BE CLASS "B" 3,000 PSI MIN. STRENGTH. 3. EXPANSION JOINTS SHALL EXTEND ACROSS THE FULL WIDTH OF SIDEWALK PER SECTION 609. 4. THE CONTRACTOR MAY CHOOSE TO INSTALL MONOLITHIC CURBS OR SEPARATE POUR CURBING. IF MONOLITHIC CURBS ARE INSTALLED PROVIDE 1/4" TOOLED JOINT BETWEEN CURB AND SIDEWALK. IF SEPARATE CURBS ARE INSTALLED CONTRACTOR SHALL FOLLOW ALL APPLICABLE PROVISIONS OF SECTION 609 OF THE WVDOH STANDARD SPECIFICATIONS. 5. WIRE MESH OR REBAR SHALL BE INSTALLED PER WVDOH SPECIFICATIONS. STATE SIDEWALK/CURB DETAIL 1 38" 7 38" 6" 3 8" 14" MATCH EXISTING R12" R 112" EXISTING ROAD 1 38" 7 38" 6" 3 8"R 112" 14" MATCH EXISTING4" MATCH EXISTING WIDTH (SLOPE 2% MAX) 2" 14" 7 38" 6" 12" R12" R 112" SAW CUT EXISTING ROADEXISTING GRADE Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 10 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 2304 36TH STREET LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS ALL CURBS SHALL MEET REQUIREMENTS OF SECTION 610 "CURBS, COMBINATION CURBS AND GUTTERS AND MEDIANS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text DAVIDSON & PEARCY'S ADDITION AutoCAD SHX Text PLAT BOOK 2, PAGE 58 AutoCAD SHX Text 12 AutoCAD SHX Text 13 AutoCAD SHX Text Plat Book 5, Page 51 AutoCAD SHX Text C.W. Miller's Subdivision AutoCAD SHX Text 2 AutoCAD SHX Text 3 AutoCAD SHX Text 1 AutoCAD SHX Text 4 AutoCAD SHX Text 36TH STREET BEGIN D ROP CUR B END DRO P CURB 37' 4' 23' x 11 ' APPROA CH 4' 4406 9TH AVENUE 4408 9TH AVENUE 4410 9TH AVENUE 4407 9TH AVENUE 4409 9TH AVENUE 4411 9TH AVENUE Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 11 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 4408 9th AVENUE LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text Plat Book 3, Page 77 AutoCAD SHX Text Rayon Park Addition No. 2 AutoCAD SHX Text 48 AutoCAD SHX Text 49 AutoCAD SHX Text 26 AutoCAD SHX Text 27 AutoCAD SHX Text 59 AutoCAD SHX Text 70 AutoCAD SHX Text 72 AutoCAD SHX Text 71 AutoCAD SHX Text 50 AutoCAD SHX Text 51 AutoCAD SHX Text 69 AutoCAD SHX Text 68 AutoCAD SHX Text ERIE STREET AutoCAD SHX Text 9TH AVE 32' 4' 2109 11TH AVENUE 211111TH AVENUE 2107 11TH AVENUE 2105 11TH AVENUE 2106 11TH AVENUE 2108 11TH AVENUE 211011TH AVENUE *NEW SIDEWALK SHALL BE FLUSH WITH ADJACENT PARKING AREA. SEE NOTES BELOW. Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 12 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 2109 11TH AVENUE LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS TOP OF SIDEWALK IS APPROXIMATELY FLUSH WITH TOP OF ADJACENT TERRAIN. INSTALL NEW SIDEWALK TO ENSURE DRAINAGE TOWARDS ROAD. NEW SIDEWALK SHALL HAVE A 2% MAX CROSS SLOPE. XX LOCATION PLAN NOT TO SCALE Ppa f . - -, a Pa - _ , om AutoCAD SHX Text ELEVENTH AVENUE AutoCAD SHX Text 117 AutoCAD SHX Text 118 AutoCAD SHX Text 75 AutoCAD SHX Text 76 AutoCAD SHX Text 77 AutoCAD SHX Text 80 AutoCAD SHX Text 78 AutoCAD SHX Text 79 AutoCAD SHX Text 81 AutoCAD SHX Text 82 45' 4' BEGIN DROP CURB KEEP FLUSH WITH DRIVEWAY 21' x 7' APPROACH 17' x 7' PIECE. FLUSH W ITH ROAD. SEE NOTES BELOW . 2104 CAPITAL DRIVE 2105 CAPITAL DRIVE 2107 CAPITAL DRIVE2106 CAPITAL DRIVE 2200 CAPITAL DRIVE 2201 CAPITAL DRIVE 2202 CAPITAL DRIVE 2203 CAPITAL DRIVE 2201 CAPITAL CIRCLE 2107 CAPITAL CIRCLE 2105 CAPITAL CIRCLE 2203 CAPITAL CIRCLE 2104 NORA STREET 2106 NORA STREET 2200 NORA STREET 2202 NORA STREET Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 13 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 2106 CAPITAL DRIVE LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS TOP OF SIDEWALK SHALL BE FLUSH WITH TOP OF ROAD. THIS SECTION SHALL BE 4" THICK. NEW SIDEWALK SHALL HAVE A 2% MAX CROSS SLOPE. XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text 100 AutoCAD SHX Text 99 AutoCAD SHX Text 98 AutoCAD SHX Text Ralph Matheny Add'n No. 3 AutoCAD SHX Text PLAT BOOK 11, PAGE 31 AutoCAD SHX Text 89 AutoCAD SHX Text 90 AutoCAD SHX Text 91 AutoCAD SHX Text 92 AutoCAD SHX Text 101 AutoCAD SHX Text 39 AutoCAD SHX Text Ralph Matheny Add'n No. 3 AutoCAD SHX Text Plat Book 10, Page 38 AutoCAD SHX Text Capital Drive AutoCAD SHX Text 53 AutoCAD SHX Text 54 AutoCAD SHX Text 55 AutoCAD SHX Text 56 AutoCAD SHX Text 42 AutoCAD SHX Text 41 AutoCAD SHX Text 40 8' 56' 45' 5' 5' BEGIN DROP CURB END DROP CURB A LR EA DY RE PL AC ED AL RE AD Y RE PL AC ED BEGIN DROP CURB END DROP CURB 2527 DAVID LEE DRIVE 2531 DAVID LEE DRIVE 2535 DAVID LEE DRIVE 2536 DAVID LEE DRIVE 2532 DAVID LEE DRIVE 2528 DAVID LEE DRIVE Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 14 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. 2528 & 2532 DAVID LEE DRIVE LEGEND 4" SIDEWALK 6" DRIVEWAY SIDEWALK RAMP TYPE NOTES: CURB IS NOT INCLUDED IN THIS SECTION OF REPLACEMENT ALL WORK SHALL MEET REQUIREMENTS OF SECTION 609 "SIDEWALKS" IN WVDOH SPECIFICATIONS BED COURSE MATERIAL SHALL BE 4" THICK FOR SIDEWALKS AND 6" THICK FOR DRIVEWAYS XX LOCATION PLAN NOT TO SCALE AutoCAD SHX Text Revised Plat of Block A of Woodhurst Addition AutoCAD SHX Text Plat Book 14, Page 22 AutoCAD SHX Text PLAT BOOK 8, PAGE 9 AutoCAD SHX Text 98 AutoCAD SHX Text 11 AutoCAD SHX Text 10 AutoCAD SHX Text 9 AutoCAD SHX Text David Lee Drive AutoCAD SHX Text 20 AutoCAD SHX Text 19 AutoCAD SHX Text 28 AutoCAD SHX Text 27 AutoCAD SHX Text 99 AutoCAD SHX Text 100 AutoCAD SHX Text 8 AutoCAD SHX Text 7 AutoCAD SHX Text 18 AutoCAD SHX Text 17 CONSTRUCTION NOTES: CONCRETE PAVEMENT -- CONCRETE PAVEMENT SHALL BE 6" THICK WITH 6" OF 307-1 AGGREGATE BASE. IT SHALL MEET REQUIREMENTS OF SECTION 501 OF THE APPLICABLE SPECIFICATIONS. 6" x 6", 10 GAUGE WIRE MESH SHALL BE INCORPORATED INTO THE PAVEMENT AND WILL BE INCIDENTAL TO THE CONCRETE PAVEMENT ITEM. HOT MIX ASPHALT -- CONTRACTOR SHALL PLACE AND COMPACT APPROPRIATELY, HOT MIX ASPHALT (WEARING COURSE) IN ANY VOIDS BETWEEN EXISTING PAVEMENT AND NEW CONSTRUCTION. THIS WORK SHALL BE INCIDENTAL TO THE VARIOUS BID ITEMS. SAW CUT LONGITUDINAL JOINT -- CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT IN A STRAIGHT LINE ALONG THE PROPOSED LONGITUDINAL JOINT BETWEEN THE EXISTING PAVEMENT AND THE PROPOSED CURB. THIS SHALL BE DONE BEFORE PLACING CONCRETE. THIS WORK SHALL BE INCIDENTAL TO THE VARIOUS BID ITEMS. CONTRACTOR MAY POUR CONCRETE ALONG THIS JOINT WITHOUT FORMING EXCEPT IN AREAS WHERE EXISTING PAVEMENT IS DAMAGED. NO PAYMENT WILL BE MADE FOR EXTRA CONCRETE NEEDED AS RESULT OF POURING ALONG THE JOINT. AGGREGATE -- AGGREGATE MATERIALS AND CONSTRUCTION METHODS SHALL MEET THE REQUIREMENTS SECTION 307 OF THE APPLICABLE SPECIFICATIONS. UNCLASSIFIED EXCAVATION/ UNCLASSIFIED BORROW EXCAVATION -- ANY FILL PLACED ON PROJECT WILL BE CLEAN SOIL SUITABLE FOR GRASS GROWTH AND MUST BE DEEMED SUITABLE BY THE ENGINEER. ANY SUITABLE MATERIAL EXCAVATED FROM WITHIN THE PROJECT LIMITS, INCLUDING EXCESS MATERIAL FROM THE PIPE TRENCH, WILL BE USED AS EMBANKMENT (FILL) MATERIAL. THIS WORK WILL BE INCIDENTAL. IF MATERIAL EXCAVATED WITHIN THE PROJECT LIMITS IS EXHAUSTED, CONTRACTOR WILL HAUL IN MATERIAL DEEMED SUITABLE BY THE ENGINEER FROM AN OUTSIDE BORROW SITE. WORK UNDER THESE ITEMS SHALL MEET THE REQUIREMENTS OF SECTION 207 AND 211 OF THE APPLICABLE SPECIFICATIONS. SIDEWALK -- THIS WORK SHALL MEET THE REQUIREMENTS OF THE PLANS AND SECTION 609 OF THE APPLICABLE SPECIFICATIONS. SIDEWALK RAMPS -- SIDEWALK RAMPS WILL BE INSTALLED ON THE STREET CORNERS AS NOTED IN STANDARD DETAILS ON THE PLANS. DETECTABLE WARNING SURFACE -- THIS WORK SHALL MEET THE REQUIREMENTS OF THE PLANS AND SECTION 609 OF THE APPLICABLE SPECIFICATIONS. CURBS -- THIS WORK SHALL MEET THE REQUIREMENTS OF THE PLANS AND SECTION 610 OF THE APPLICABLE SPECIFICATIONS. DROP CURB WILL BE PLACED ACROSS DRIVEWAY ENTRANCE REPLACEMENT. CURB WILL ALSO BE PLACED AT RAMPS. 3/8 " 3/8 " 1/2 " Va ria bl e A ABack of Curb 6'-0" 6'-0" DRIVEWAY WIDTH AS CALLED FOR ON PLANS PLAN SECTION A-A 6'-0"6'-0" SIDEWALK AND CURB TREATMENT AT DRIVEWAYS 1 12" DRIVEWAY 2% MAX 2% MAX Engineering Division Department of Public Works DATE: 4/8/2021 CITY ENGINEER: ADAM D. STOUT, P.E. 15 DRAWN BY: AMR REVISION: - 15 2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT ASSISTANT CITY ENGINEER: TYLER P. MOORE, P.E. CONSTRUCTION NOTES & DETAILS 7 GENERAL NOTES AND SPECIFICATIONS 1. Governing Specifications The Current version of the West Virginia Department of Transportation, Division of Highways (WVDOH), Standard Specifications Roads and Brides, as amended by the Supplemental Specifications, the WVDOH Standard Detail Books, the Contract Documents, and the Contract Plans are the governing provisions applicable to this project. 2. Scope of Work All work shall be performed as indicated on plans and specification and include every aspect of work as obvious or implied and necessary to make work complete and fully operational. The general scope of work for this project is as follows: Furnish labor, materials and equipment necessary to excavate existing concrete sidewalks, driveway approaches and concrete curbs as indicated on plans. Install new concrete sidewalks, concrete curbing (see construction plans for location and details), driveway approaches and ADA ramps. Downspout drains under sidewalk shall be replaced using schedule 40 PVC pipe and shall be connected to existing drain via flexible couplings or adaptors. Re-establish all areas of disturbance and areas damaged during construction process, including but not limited to o Stairways and stairway landings o Grass areas between sidewalks and street Seed and mulch all disturbed areas All questions must be made in writing and emailed to Adam Stout, PE at adam.stout@parkersburgwv.gov 3. Utilities a. Contractor shall contact Miss Utility at least 48 hours before any construction begins. b. The contractor shall take all necessary precautions not to damage existing utilities in the project area. If utility lines are damaged and/or service is interrupted, the contractor will be responsible for the immediate repair of the affected areas. 4. Property Access a. Contractor shall maintain vehicular access to affected properties during the construction of this project. b. Contractor shall inform affected property owners that access to their property will be closed at least one working day before restricting driveways either verbally or in writing if verbal notification was not possible. Contractor shall also make an attempt to verbally notify property owners immediately before closing access to their properties. c. Any construction that restricts access to affected properties shall be continuous until access is restored. 5. Erosion and Sediment Control a. Contractor will be responsible for providing erosion, sediment, and pollution control in accordance with the laws and regulations of the State of West Virginia. No separate payment will be made for this work. 6. Drainage a. The contractor shall maintain adequate storm drainage in work areas at all times during construction. No additional payment will be made for this work. 7. Working Hours a. The contractor shall work on the project site between the hours of 7:00 AM and 7:00 PM. 8. Seed and Mulch a. Contractor shall seed and mulch all disturbed earth as per WVDOH specifications. 8 9. Traffic Control a. The contractor shall always provide adequate vehicular and pedestrian traffic control in all work areas. Traffic control devices and methods shall be in accordance with the WVDOH manual titled Traffic Control for Street and Highway Construction and Maintenance Operations, November 1994. b. The Contractor shall be responsible for all traffic control and signing required to permit safe travel. c. If, in the opinion of the Engineer, proper signing is not being used, the Contractor shall stop all operations until safe signing and barricading is achieved. 10. Resident Notification a. The contractor shall distribute by hand, a typed notice to all residences and businesses on the street where sidewalk replacement will take place. The notice will be delivered no more than 24 hours prior to the start of construction. The notice will have a local phone number that residents may call to ask questions. The notice shall be of the door hanger type that secures to the door handle of each dwelling. Unsecured notices will not be allowed. The contractor shall also place the notice on the windshield of any parked cars on the street. Hand distribution of this notice will be considered incidental to the contract. SCHEDULE OF PRICES BIDDER NAME______________________________________________________________ PROJECT No. 2021-10 Sidewalk Replacement Program Project ITEMIZED PROPOSAL ITEM No. ALT ITEM UNIT APPROX. QUANTITIES UNIT PRICE IN WORDS UNIT PRICE BID IN NUMERALS TOTAL AMOUNT DOLLARS CENTS DOLLARS CENTS 1 Furnish labor, materials and equipment to excavate and replace concrete sidewalks, concrete curbing, concrete driveway approaches and ADA ramps as indicated on Construction drawings, WVDOH Specifications and in this document. 1 LS TOTAL 10 BID PROPOSAL BIDDER'S NAME ________________________________________________ W.V. CONTRACT LICENSE NO. ____________________________________ ADDRESS ________________________________ DATE ____________ PHONE NO. ___________________ Proposal of ____________________________________________________ (hereinafter called "Bidder") a corporation, organized and existing under the laws of the State of a partnership, or an individual doing business as ______________________________. To the City of Parkersburg, West Virginia (hereinafter called "Owner"). Gentlemen: The Bidder, in compliance with your invitation for bids for the #2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT having examined the plans and specifications with related documents and the site of the proposed work, and being familiar with all of the conditions surrounding the construction of the proposed project including the availability of materials and labor, hereby proposes to furnish all labor, materials, equipment, and supplies, and to complete the project in accordance with the contract documents, within the time set forth therein, and at the prices stated below. These prices are to cover all expenses incurred in performing the work required under the contract documents, of which this proposal is a part. Bidder hereby agrees to commence work under this contract on or before a date to be specified in written "Notice to Proceed" from the Owner and to fully complete the project within NINETY (90) calendar days as stipulated in the Special Conditions. Bidder further agrees to pay as liquidated damages as provided for in Section 3 of the Special Conditions. Bidder acknowledges receipt of the following addendum: 11 PROPOSAL GUARANTY (BID BOND) KNOW ALL MEN BY THESE PRESENTS: THAT ______________________ ____________________________________________, as principal, and_____________ _______________________________________________________________ as sureties, are held and firmly bound to the City of Parkersburg, West Virginia, in the sum of ________________ _________________________________________ 5% of the total bid as _____________ _________________________________________________________________ shown in the proposal Dollars, for the payment of which, well and truly to be made, we do hereby severally bind ourselves, our heirs, executors, and administrators firmly by theses presents. THE CONDITION OF THIS OBLIGATION is such that, WHEREAS the said ________________________________________________ has made the proposal indicated, written and stated on the proceeding pages hereof, for the #2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT. NOW, if the said proposal shall be accepted, and if the undersigned signed shall on being notified thereof, enter into a contract with the said City of Parkersburg, West Virginia, to perform the work in said proposal provided for, and in the manner for the prices therein named, and shall give bond for the faithful performance thereof to the satisfaction of the City of Parkersburg, West Virginia, with an approved surety company, in the total amount of the bid as shown in the proposal, and in accordance with the terms and provisions of said contract, then this undertaking shall be void; otherwise to remain in full force and effect. PROPOSAL GUARANTY (CONTINUED) PRINCIPAL ______________________________ ADDRESS _______________________________ _______________________________ SURETY _________________________________ ADDRESS _______________________________ _______________________________ Countersigned: IMPORTANT - Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. 12 BIDDER QUALIFICATION DATA The bidder is required to state in detail below, that work of a character similar to that included in the proposed Contract he has done and to give reference and such other information as will enable the Owner to judge of his responsibility, experience, skill, business, and financial standing. ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________ ______________________________________________________________________. 13 NON-COLLUSION AFFIDAVIT STATE OF WEST VIRGINIA SS: COUNTY OF WOOD Bid Identification #2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT Contractor _______________________________________________ Being first duly sworn, deposes and says that he is __________________________________________ (Title) of ___________________________________________________ , the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix any overhead, profit, or cost element of such bid price, or that of any other bidder, or to secure any advantage against the public body awarding the contract or anyone interested in the proposed contract; that all statements contained in such bid are true; and, further, that said bidder has not, directly or indirectly submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection herewith, to any corporation, partnership, company, association, organization, bid, depository, or to any member or agent thereof, or to any other individual except to such person or persons as have a partnership or other financial interest with said bidder in his general business. By _______________________________________ (Title) Subscribed and sworn to bid for this _______ day of_________________________, 2021. SEAL ________________________ Notary Public My commission expires ________________________________________ 14 CORPORATE OFFICER IDENTIFICATION AFFIDAVIT (To be filled in and executed if the Contractor is a Corporation) STATE OF WEST VIRGINIA SS: COUNTY OF WOOD _____________________________________, being duly sworn, deposes and says that he is _________________________________________ (Title), of _______________________________ _______________________ ,a corporation, organized and existing under and by virtue of the laws of the State of West Virginia and having its principal office at ______________________________________________, (Street Address) ___________________________, __________________________, ____________________ (City) (County) (State & Zip) Affiant further says that he is familiar with the records, minutes and by-laws of _______________________________________________ and is duly authorized to sign the (Name of Corporation) contract for the #2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT for said Corporation by virtue of: ____________________________________________________________________________ (State whether a provision of by-laws or a resolution of the board of directors. If by resolution, give date of adoption.) Subscribed and sworn to me this ____________________ day of ___________________, 2021. ______________________________________ (Notary Public) My commission expires: _______________________________________________ 15 CONTRACT DOCUMENTS TO BE SUBMITTED IN QUADRUPLICATE AS PART OF THIS COMPLETE DOCUMENT UPON NOTICE OF AWARD 16 PERFORMANCE (CONTRACT) BOND KNOW ALL PERSONS BY THESE PRESENTS: that __________________________________________________________________________ (Name of contractor) __________________________________________________________________________ (Address of contractor) a _______________________________________, hereinafter called Principal, and (Corporation, Partnership, or Individual) __________________________________________________________________________ (Name of Surety) __________________________________________________________________________ (Address of Surety) hereinafter called Surety, are held and firmly bound unto the City of Parkersburg (Name of Owner) P.O. Box 1627 Parkersburg, WV 26101 (Address of Owner) hereinafter called Owner, in the total aggregate penal sum of ____________________________________________________________($____________________) in lawful money of the United States, for the payment of which sum well and truly made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas, the principal entered into a certain contract with the OWNER, dated the _________ day of ______________, 2021, a copy of which is hereto attached and a part thereof for the construction of the #2021-10 SIDEWALK REPLACEMENT PROGRAM PROJECT. 17 NOW, THEREFORE, if the principal shall well, truly, and faithfully perform its duties, all the undertakings, covenants, terms, conditions, and agreements of said contract during the original term thereof, and any extensions thereof which may be granted by the OWNER with or without notice to the SURETY and during the one year guaranty period and if the PRINCIPAL shall satisfy all claims and demands incurred under such contract, and shall fully indemnify and save harmless the OWNER from all costs and damages which it may suffer by reason of failure to do so, and shall reimburse and repay the OWNER all outlay and expense which the OWNER may incur in making good any default, then this obligation shall be void, otherwise to remain in full force and effect. PROVIDED, FURTHER, that the said SURETY, for value received hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or work to be performed thereunder or the SPECIFICATIONS accompanying same shall in any way affect its obligation on this BOND, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the WORK or to the SPECIFICATIONS. PROVIDED, FURTHER, that it is expressly agreed that the BOND shall be deemed amended automatically and immediately, without formal and separate amendments hereto, upon amendment to the Contract not increasing the contract price more than twenty percent, so as to bind the PRINCIPAL and the SURETY to the full and faithful performance of the CONTRACT as so amended. The term "Amendment", wherever used in the BOND, and whether referring to this BOND, the Contract or the Loan Documents shall include any alteration, addition, extension, or modification of any character whatsoever. PROVIDED, FURTHER, that no final settlement between the OWNER and the PRINCIPAL shall abridge the right of the other beneficiary hereunder, whose claim may be unsatisfied. The OWNER is the only beneficiary hereunder. 18 IN WITNESS WHEREOF, this instrument is executed in 4 counterparts, each one of which shall be deemed an original, this the ______________ day of _____________, 2021. ATTEST: ___________________________________ (Principal) ___________________________________ (Principal Secretary) (SEAL) By _________________________________ _________________________________ _____________________________________ __________________________ (Address) (Witness as to Principal) _____________________________________ (Address) _____________________________________ _____________________________________ (Surety) ATTEST: _______________________________________ BY _______________________________________ _______________________________ (Attorney-in-Fact) (Witness to Surety) ______________________________________ ______________________________________ (Address) ______________________________________ ______________________________________ If CONTRACTOR is partnership, all partners should execute BOND. IMPORTANT: Surety companies executing BONDS must appear on the Treasury Department's most current list (Circular 570 as amended) and be authorized to transact business in the state where the project is located. 19 STATE OF ______________________________, COUNTY OF ___________________ I, ____________________________________, a Notary Public in and for the County and State aforesaid, do certify that _________________________________________, who signed the writing above, bearing the date the __________________ day of ____________________, 2021, for ________________________________________ has this day acknowledged the said writing (Corporation-Principal) to be the act and deed of said corporation. Given under my hand this_______ day of __________________, 2021. My Commission expires: _______________________________________________ (Notary Public) STATE OF _________________________, COUNTY OF ________________________ I,________________________________, a Notary Public in and for the County and State aforesaid, do certify that __________________________ who signed the writing above, bearing date the _____ day of _________, 2021, as Attorney-in-Fact for _______________________________________ (Surety) had this day acknowledged the same before me in my said County. Given under my hand this ______ day of ____________________, 2021. My Commission expires: _______________________________________________ (Notary Public)