Plans.pdf
PDF 33 MB Posted
- Attached to
- Cuyahoga Valley National Park - Bridge
- Solicitation number
- DTFH71-09-B-00014
About this file
Plans for CUVA 18(1) 164(1)
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| CUVA Solicitation.pdf | ||
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Text version
SHEET
NO.
A01 Tittle Sheet A02-A03 Conventional Plan Symbols and Abbreviations A04-A05 Site Plan A06-A09 Survey Control
A10 Staked Centerline Data B01 - B02 Typical Sections
C01 Summary of Quantities C02-C04 Tabulation of Quantities D01-D03 Mainline Plan and Profile
D04 Towpath Parking Area Plan D05-D06 Fitzwater Road Intersection Signal Plan D07-D08 Fitzwater Road Intersection Signal Special Provisions
D09 Fitzwater Road / Canal Road Intersection Paving Plan D10 Removal Plan D11 Grading Plan D12 Construction Sequencing Plan D13 Temporary Traffic Control Plan Phase I E01 Towpath Trail Plan and Profile E02 Towpath Trail Wall Profiles E03 Towpath Trail Bikeway Railing Layout Plan M01 Erosion Control Narrative M02 Erosion Control Plan P01 Signing and Striping Plan
R00.1 - R00.5 Temporary Bridge over Culvert on Fitzwater Road R01-R31 Fitzwater Road over Canal Flume Bridge
R32 - R64 Fitzwater Road over Cuyahoga River Bridge S01-S02 157 Erosion Control Standards - 157-1 and 157-5
S03 E204-02 Detail - Benching Detail S04 E251-50 Detail - Placed Riprap at Culverts S05 E251-51 Detail - Placed Riprap Abutment / Bank Protection S06 601 Concrete Headwall Standard - 601-4 S07 602 Pipe Culvert Standard - 602-7 S08 E609-02 Detail - Concrete Wheelstop
S09-S12 617 Guardrail Standards/Details - 617-10, 617-25, 617-60 and 617-61 S13 619 Detail - Wooden Gate Detail
S14 - S15 E619-1 Detail - Bollard Post Details S16 E629 Detail - Cellular Confinement System
S17 - S19 E633A Detail - Sign Post Installation (U-Channel and Wooden Post) S20-S25 635 Temporary Traffic Control Standards
S26 - S36 E636A Detail - Traffic Signal Installation Details S37 E646 Detail - Bikeway Railing
T01-T07 Fitzwater Road Cross Sections T08-T15 Towpath Trail Cross Sections
Z1 Culvert Cross Section
INDEX TO SHEETS
DESCRIPTION
C02 - C04 R01 - R31 R32 - R64
15101-0000 MOBILIZATION LPSM ALL ALL
15201-1000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL
15401-0000 CONTRACTOR TESTING LPSM ALL ALL
15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL
15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 2,502 2,502 2,600
15705-0500 SOIL EROSION CONTROL, TEMPORARY CULVERT PIPE LNFT 40 40 43
20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS LPSM ALL ALL
20420-0000 EMBANKMENT CONSTRUCTION CUYD 4,498 4,498 4,700
20801-0000 STRUCTURE EXCAVATION CUYD 546 1,837 2,383 2,383
20801-0000 STRUCTURE EXCAVATION (REMOVAL OF CONTAMINATED MATERIAL) CUYD 350 350 350
20815-0000 COFFERDAMS LPSM ALL ALL
25101-3000 PLACED RIPRAP, CLASS 3 CUYD 1,880 1,880 2,200
30101-4000 AGGREGATE BASE GRADING C OR D TON 2,049 2,049 2,150
40101-0100 TON 338 338 350
40101-0500 TON 538 538 565
40910-0400 SURFACE TREATMENT, DESIGNATION 1D SQYD 256 256 270
55101-0200 CONCRETE FILLED STEEL PIPE PILES, IN PLACE (24-INCH) LNFT 2,096 3,196 5,292 5,292
55105-1000 DYNAMIC PILE LOAD TEST LPSM ALL ALL
55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) CUYD 410 540 950 950
55201-1200 STRUCTURAL CONCRETE, CLASS SEAL CUYD 430 430 430
55302-2000 PRECAST, PRESTRESSED CONCRETE BULB TEE GIRDERS, 72" LNFT 1,070 1,070 1,070
55302-3300 PRECAST, PRESTRESSED CONCRETE AASHTO GIRDERS LNFT 648 648 648
55401-1000 REINFORCING STEEL LB 58,000 96,700 154,700 154,700
55401-2000 REINFORCING STEEL, EPOXY COATED LB 65,000 99,600 164,600 164,600
55503-0000 BRIDGE EXPANSION JOINTS LNFT 72 75 147 147
55601-0400 BRIDGE RAILING, ALUMINUM, THREE RAIL LNFT 332 540 872 872
56202-0000 TEMPORARY SUPPORT STRUCTURE (TEMPORARY BRIDGE) LPSM ALL ALL
56401-1000 BEARING DEVICE, ELASTOMERIC EACH 16 24 40 40
57801-0000 HIGH PERFORMANCE CONCRETE CUYD 248 420 668 670
57802-1000 HIGH PERFORMANCE CONCRETE, FOR APPROACH SLABS, TYPE 1 SQYD 80 165 245 245
60103-0160 CONCRETE, HEADWALL FOR 30-INCH PIPE CULVERT EACH 2 2 2
60201-0900 30-INCH PIPE CULVERT LNFT 43 43 45
60504-0000 GEOCOMPOSITE SHEET DRAIN SYSTEM SQYD 95 100 195 195
60915-1000 WHEELSTOP, CONCRETE EACH 20
61701-2000 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B WOOD POSTS LNFT 190 190 200
61701-4000 GUARDRAIL SYSTEM SBTB LNFT 140 140 150
61702-0510 TERMINAL SECTION, TYPE SBT-FAT EACH 2 2 2
61707-1000 STRUCTURE TRANSITION RAILING, G4 SYSTEM LNFT 38 38 38
61902-0800 GATE, WOOD, 28 FEET WIDTH EACH 1
61904-0000 BOLLARD POST EACH 12 12
62301-0000 GENERAL LABOR HOUR 40
62407-0000 PLACING CONSERVED TOPSOIL CUYD 597 597 620
62501-0000 TURF ESTABLISHMENT ACRE 0.634 0.634 0.7
62635-2000 CUTTINGS, WILLOW STAKING EACH 369 369 385
62901-1000 ROLLED EROSION CONTROL PRODUCT, TYPE 3.B SQYD 1,621 1,621 1,700
62903-0000 CELLULAR CONFINEMENT SYSTEM SQYD 257 257 270
63301-0000 SIGN SYSTEM EACH 23 23 23
63301-1000 SIGN SYSTEM, GOVERNMENT FURNISHED SIGN EACH 1 1 1
63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 13,570 13,570 14,200
63501-2000 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM LPSM ALL ALL
63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1 EACH 6 6 6
63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4 4
63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 40 40 40
63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A EACH 4 4 4
63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 6 6 6
63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C EACH 15 15 15
63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER LNFT 500 500 500
63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,000 1,000 1,000
63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 430 430 430
63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 1,000 1,000 1,000
63506-0500 TEMPORARY TRAFFIC CONTROL, (RAILROAD FLAGGER) HOUR 80 80 80
63601-1000 SYSTEM INSTALLATION, TRAFFIC SIGNAL LPSM ALL ALL
63701-0000 FIELD OFFICE EACH 1
64604-1000 FIXTURE, HANDRAIL LNFT 510
PRA-CUVA 18(1), 164(1)
Estimated at 145.1 lb/cf Estimated at 145.1 lb/cf
Estimated at 20 lb/sy
ITEM DESCRIPTION UNIT
ESTIMATED
QUANTITIES
PLAN BID
Sheet Number and Description
Tabulation of Quantities
Bridge Plans - Fitzwater over Cuyahoga River
Bridge
The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.
ITEM NO.
/4
/2
:5
SUPERPAVE PAVEMENT, 3/8-INCH NOMINAL MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL
SUPERPAVE PAVEMENT, 1/2-INCH NOMINAL MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL
Bridge Plans - Fitzwater over Canal Flume
Bridge
PROJECT
REMARKS AND/OR DETERMINATION OF ESTIMATED
QUANTITY
REG
MW OH C01
SHEET NO.STATE
Estimated at 138.9 lb/cf
SUMMARY OF QUANTITIES
Towpath Trail
Fitzwater Road / Canal Road Intersection
REGIONSTATE PROJECT
SHEET
BRIDGE DRAWING DATE DRAWING NO.DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADERNO. DATE BY REVISIONS NO. DATE BY REVISIONS
CUYAHOGA VALLEY NATIONAL PARK
FITZWATER ROAD OVER CANAL FLUME
/3
/2
:3
:1
A
M M
P ro je c ts
\c u v a \1
(1 b ri d g e \M ic ro s ta
\W a s te
W ie r\ p ro je c ts
.d g n
Hratch Pakhchanian of 31 November 2008
MW OH CUVA 18(1), 164(1)
REGIONSTATE PROJECT
SHEET
U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION
BRIDGE DRAWING DATE DRAWING NO.
EASTERN FEDERAL LANDS HIGHWAY DIVISION
DESIGNED BY DRAWN BY CHECKED BY SCALE PROJECT TEAM LEADER
NO. DATE BY REVISIONS NO. DATE BY REVISIONS
/3
/2
:3
:1
A
M M
P ro je c ts
\c u v a \1
(1 b ri d g e \M ic ro s ta
\W a s te
W ie r\ p ro je c ts
.d g n
1" = 10’-0" DL JEG YM
of 2
R02
N
SITE PLAN
SITE PLAN
| CUVA_100%_plans-bridge.pdf |
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| CUVA 18(1)_Bridge_Plans.pdf |
| R00.1-CUVA-temp_gni |
| R00.2-CUVA-temp_pe |
| R00.3-CUVA-temp_typx |
| R00.4-CUVA-temp_slabLayout |
| R00.5-CUVA-temp_slabDetails |
| R01-CUVA 18(1)-WWier_gni |
| R02-CUVA 18(1)-Wwier_site |
| R03-CUVA 18(1)-wwier_pe |
| R04-CUVA 18(1)-Wwier_fl |
| R05-CUVA 18(1)-Wwier_abut1Layout |
| R06-CUVA 18(1)-wwier_abut1Reinf |
| R07-CUVA 18(1)-Wwier_wwA |
| R08-CUVA 18(1)-wwier_wwB |
| R09-CUVA 18(1)-Wwier_abut2Layout |
| R10-CUVA 18(1)-Wwier_abut2Reinf |
| R11-CUVA 18(1)-Wwier_wwCD |
| R12-CUVA 18(1)-Wwier_pier |
| R13-CUVA 18(1)-Wwier_fp |
| R14-CUVA 18(1)-Wwier_gird1 |
| R15-CUVA 18(1)-Wwier_gird2 |
| R16-CUVA 18(1)-Wwier_typx |
| R17-CUVA 18(1)-Wwier_deck |
| R18-CUVA 18(1)-wwier_sidewalk |
| R19-CUVA 18(1)-Wwier_rail1 |
| R20-CUVA 18(1)-Wwier_rail2 |
| R21-CUVA-18(1)-Wwier-rail3 |
| R22-CUVA 18(1)-Wwier_parapet_wwA |
| R23-CUVA 18(1)_Wwier_parapet_wwB |
| R24-CUVA 18(1)-Wwier_expjt |
| R25-CUVA 18(1)-Wwier_misc |
| R26-CUVA 18(1)-Wwier_apprslab |
| R27-CUVA 18(1)-Wwier_barlist1 |
| R28-CUVA 18(10-Wwier_barlist2 |
| R29-CUVA 18(1)-Wwier_barlist3 |
| R30-CUVA 18(1)-Wwier_epoxy |
| R31-CUVA 18(1)-Wwier_borings |
| R32-CUVA 18(1)-Fitz_gni |
| R33-CUVA 18(1)-fitz_site |
| R34-CUVA 18(1)-Fitz_pe |
| R35-CUVA 18(1)-Fitz_fl |
| R36-CUVA 18(1)-Fitz_abut1Layout |
| R37-CUVA 18(1)-Fitz_abut1Reinf |
| R38-CUVA 18(1)-Fitz_abut1Reinf2 |
| R39-CUVA 18(1)-Fitz_abut2Layout |
| R40-CUVA 18(1)-Fitz_abut2Reinf11 |
| R41-CUVA 18(1)-Fitz_abut2Reinf2 |
| R42-CUVA 18(10)-Fitz_pier |
| R43-CUVA 18(1)-Fitz_fp |
| R44-CUVA 18(1)-Fitz_girder1_3 |
| R45-CUVA 18(1)-Fitz_girder2 |
| R46-CUVA 18(1)-Fitz_girderDetails |
| R47-CUVA 18(1)-Fitz_typxs |
| R48-CUVA 18(1)-Fitz_slabReinf |
| R49-CUVA 18(1)-Fitz_deckElv |
| R50-CUVA 18(1)-Fitz_sidewalk |
| R51-CUVA 18(1)-Fitz_rail1 |
| R52-CUVA 18(1)-Fitz_rail2 |
| R53-CUVA 18(1)-Fitz_rail3 |
| R54-CUVA 18(1)-Fitz_parapet_wwC |
| R55-CUVA 18(1)-Fitz_parapet_wwD |
| R56-CUVA 18(1)-Fitz_expjt |
| R57-CUVA 18(1)-Fitz_misc |
| R58-CUVA 18(1)-Fitz_connectorslab |
| R59-CUVA 18(1)-Fitz_apprslab |
| R60-CUVA 18(1)-Fitz_barlist 1 |
| R61-CUVA 18(1)-Fitz_barlist 2 |
| R62-CUVA 18(1)-Fitz_barlist 3 |
| R63-CUVA 18(1)-Fitz_epoxy |
| R64-CUVA 18(1)-Fitz_boring |
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