Att 03_140P8420R0002_Construction Drawings.pdf

PDF 7 MB Posted May 9, 2020

Attached to: Replace Lost Man Creek Bridges, NPS-REDW
Solicitation number: 140P8420R0002
Issued by: Department of the Interior National Park Service Pacific West Region

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Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals to replace two bridges located in Redwood National Park in Humboldt County, California. The National Park Service is seeking to rehabilitate the Lost Man Creek Bridges by removing the existing timber structures and replacing them with new precast concrete girder bridges. A mandatory site visit is scheduled for May 20, 2020 where proposers must adhere to social distancing guidelines and wear facial coverings due to COVID-19. Proposals are due by June 15, 2020 and the contract is expected to be awarded by August 2020. The selected contractor will be responsible for demolition of the existing bridges, installation of new precast concrete girders, construction of abutments and deck, and placement of asphalt overlays.

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Other files

File	Type	Posted
Att 11_140P8420R0002_Site Visit Notes-Q-A_0001.pdf	PDF	May 26, 2020
Sol_140P8420R0002_Amd_0001.pdf	PDF	May 26, 2020
Att 10_140P8420R0002_Site Visit Sign In Sheet_0001.pdf	PDF	May 26, 2020
Sol_140P8420R0002.pdf	PDF	May 9, 2020
Att 04_140P8420R0002_Engineering Calculations.pdf	PDF	May 9, 2020
Att 09_140P8420R0002_SF-24 Bid Bond.pdf	PDF	May 9, 2020
Att 01_140P8420R0002_Contract Bid Schedule.pdf	PDF	May 9, 2020
Att 02_140P8420R0002_Project Specifications.pdf	PDF	May 9, 2020
Att 06_140P8420R0002_Relevant Experience.pdf	PDF	May 9, 2020
Att 07_140P8420R0002_Key Personnel Qualifications.pdf	PDF	May 9, 2020
Att 05_140P8420R0002_Wage Rates.pdf	PDF	May 9, 2020
Att 08_140P8420R0002_PP-Questionnaire.doc	DOC document	May 9, 2020

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REHABILITATION

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REPLACE GENEVA ROAD BRIDGES

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LITTLE LOST BRIDGE: CIVIL

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AutoCAD SHX Text (LITTLE LOST MAN CREEK: BRIDGE No. 8480-005P)

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%%UABBREVIATIONS:

AutoCAD SHX Text AC ASPHALT CONCRETE ASPHALT CONCRETE AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AS AIR SCOUR AIR SCOUR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS AVRV COMBINATION AIR & VACUUM RELEASE VALVE COMBINATION AIR & VACUUM RELEASE VALVE AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY BF BLIND FLANGE BLIND FLANGE BSW BACK WASH / SLUDGE WASTE BWS BACKWASH SUPPLY BWW BACKWASH WASTE CB CATCH BASIN CATCH BASIN CFM CUBIC FEET PER MINUTE CUBIC FEET PER MINUTE COORD COORDINATE COORDINATE COR CONTRACTING OFFICERS REPRESENTATIVE CONTRACTING OFFICERS REPRESENTATIVE DI DUCTILE IRON DUCTILE IRON ES EVALUATION SERVICE EVALUATION SERVICE EX EXISTING EXISTING FeCL FERRIC CHLORIDE FERRIC CHLORIDE FF FINISH FLOOR FINISH FLOOR FRP FIBERGLASS REINFORCED PANELS FIBERGLASS REINFORCED PANELS FU ULTIMATE STRENGTH ULTIMATE STRENGTH FW FINISHED WATER FY YIELD STRENGTH YIELD STRENGTH GPD GALLONS PER DAY GALLONS PER DAY GPM GALLONS PER MUNUTE GALLONS PER MUNUTE GPW GALLONS PER WEEK GALLONS PER WEEK GW GROUND WATER HDG HOT DIPPED GALVANIZED HOT DIPPED GALVANIZED HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE IBC INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ICBO-ES INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS EVALUATION SERVICE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS EVALUATION SERVICE ICC INTERNATIONAL CODE COUNCIL INTERNATIONAL CODE COUNCIL MG MILLION GALLONS. MILLION GALLONS. MGD MILLION GALLONS PER DAY MILLION GALLONS PER DAY MGY MILLION GALLONS PER YEAR MILLION GALLONS PER YEAR N/A NOT APPLICABLE NOT APPLICABLE NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NaOCL SODIUM HYPOCHLORITE NaOH SODIUM HYDROXIDE OPER OPERATIONOPERATION

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AutoCAD SHX Text OVHD OVERHEAD OVERHEAD PE POLYETHYLENE POLYETHYLENE PG PRESSURE GAUGE PRESSURE GAUGE POLY POLYMER FLOCCULANT PSIG POUNDS PER SQUARE INCH GAUGE PRESSURE POUNDS PER SQUARE INCH GAUGE PRESSURE PPM PARTS PER MILLION PARTS PER MILLION PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PWTS PACKAGE WATER TREATMENT SYSTEM PACKAGE WATER TREATMENT SYSTEM RW RAW WATER RAW WATER RWI RAW WATER INFLUENT RAW WATER INFLUENT S.F.H. STRUCTURAL FIRE HYDRANT STRUCTURAL FIRE HYDRANT SJI STEEL JOIST INSTITUTE STEEL JOIST INSTITUTE SL SEWER LINE OR WASTE LINE SEWER LINE OR WASTE LINE SST STAINLESS STEEL STAINLESS STEEL STL STEEL STEEL SWPPP STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN SWW SLUDGE WASTEWATER TB THRUST BLOCK THRUST BLOCK T&G TONGUE AND GROOVE TONGUE AND GROOVE TDH TOTAL DYNAMIC HEAD TOTAL DYNAMIC HEAD TDS TOTAL DISSOLVED SOLIDS TOTAL DISSOLVED SOLIDS T.O.F TOP OF FOOTING TOP OF FOOTING T.O.C. TOP OF CONCRETE TOP OF CONCRETE TW TREATED WATER UG UNDERGROUND UNDERGROUND UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE W/ WITH WITH W/C WATER TO CEMENT RATIO WATER TO CEMENT RATIO WL WATER LINE WATER LINE WS WATER STOP WATER STOP WSE WATER SURFACE ELEVATION WATER SURFACE ELEVATION WTP WATER TREATMENT PLANT WATER TREATMENT PLANT WW WASTEWATERWASTEWATER

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DESIGNED:

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TECH. REVIEW:

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DATE:

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REPLACE GENEVA ROAD BIRDGES

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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J. EIXENBERGER

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FEB 2020

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GENERAL NOTES

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AutoCAD SHX Text GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND LOCAL STANDARDS. 2. SURVEY/ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR SURVEY/ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL ELEVATIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION.. 3. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER DISCIPLINES MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION. 4. ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS AND GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE CHANGES ARE MADE. 5. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. IN ADDITION, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE NPS AND THE OWNER'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NPS OR THE OWNER'S REPRESENTATIVE. 6. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE PROJECT LIMITS VIA POTHOLING, 3RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS, CORRECTNESS, & COMPLETENESS. 7. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE LOCATION LIMITS AS REQUIRED BY DIG ALERT. CONTRACTOR MAY NOT BEGIN EXCAVATION UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR TICKET. 8. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS, MATERIAL TYPES, I.D. AND O.D. OF PIPES, ETC. OF ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES IN WRITING IMPACTING NEW WORK SUFFICIENTLY IN ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS. INCLUDE INFORMATION ON LOCATION, ELEVATION, UTILITY TYPE AND SIZE. 9. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL COST TO THE GOVERNMENT. 10. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. 11. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE CONSTRUCTION DOCUMENTS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES. 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND FOLLOWING ALL SAFETY PROTOCOLS. 13. ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES OPERATOR, OR IN THE OBSERVANCE OF THE OPERATOR WITH PRIOR APPROVAL. 14. CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING OFFICER AT LEAST 72 HOURS PRIOR TO ANY UTILITY OR SERVICE INTERRUPTIONS. 15. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING AND CONDUITS. 16. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 17. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF RED-LINED” RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS, AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED AT THE SITE AND SHALL BE UPDATED DAILY. 18. STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE DELINEATED IN THIS PLAN SET. 19. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO PREVENT THE PUBLIC OR PARK STAFF FROM ENTERING WORK AREAS. 20. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING DRIVEWAYS, ROADS AND PATHS NOT UNDER CONSTRUCTION. ALL DRIVEWAYS AND STREET APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY. CONTRACTOR SHALL COORDINATE WITH NPS AND PREPARE A TRAFFIC AND PEDESTRIAN CONTROL PLAN FOR ALL AREAS AFFECTED BY CONSTRUCTION. 21. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED. NPS TO DO MAJOR ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED. NPS TO DO MAJOR TREE REMOVAL. CONTRACTOR TO BE ALLOWED ADDITIONAL TREE PRUNING "AS NEEDED" FOR EQUIPMENT. 22. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES. 23. THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER EXPANSION OR CONSTRUCTION JOINTS. 24. THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS FROM THESE PLANS AND/OR SPECIFICATIONS. ANY REVISIONS TO THE IMPROVEMENT PLAN WILL BE PROCESSED IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DOCUMENTS. 25. ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO OSHA REGULATIONS. 26. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. CONDUCT ANY DEMOLITION DUTIES WITHOUT DISRUPTION OF OCCUPANTS. 27. ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE REMOVED ON THE DRAWINGS. 28. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. 29. THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25 DEGREES OR GREATER, AND AS SHOWN IN THE STANDARD DETAILS. 30. PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED NECESSARY IN THE FIELD, OR AS DIRECTED BY THE CONTRACTING OFFICER FOR SUPPORT OF ALL PIPING BOTH NEW AND EXISTING. 31. ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE REMOVED UNLESS OTHERWISE NOTED TO RETAIN. 32. ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT SPECIFICATION. MECHANICAL JOINT RESTRAINT SHALL BE UNIFLANGE 1300 (SERIES) OR APPROVED EQUAL. 33. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. 34. SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE CONTRACTOR WILL NOT NEED TO FILE AND SUBMIT A NOTICE OF INTENT (NOI) OR A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL PREPARE THE UNDER-AN-ACRE POLLUTION PREVENTION PLAN MEETING THE REQUIREMENTS OF THE NATIONAL PARK SERVICE FOR CONSTRUCTION ACTIVITIES. SEE SPECIFICATION 01 57 23. 35. ALL HAND TOOLS AND BOOTS ENTERING SITE SHALL BE DISINFECTED WITH 10% ALL HAND TOOLS AND BOOTS ENTERING SITE SHALL BE DISINFECTED WITH 10% BLEACH OR ALCOHOL SOLUTION. 36. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. EROSION & SEDIMENT CONTROL NOTES: 1. ALL EQUIPMENT SHALL BE POWER WASHED OFF-SITE PRIOR TO ARRIVAL AT PARK AND ALL EQUIPMENT SHALL BE POWER WASHED OFF-SITE PRIOR TO ARRIVAL AT PARK AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE). 2. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR WATER QUALITY AND EROSION AND SEDIMENT CONTROL. EXCELSIOR OR COIR FIBER PRODUCTS SHALL BE USED IN EROSION CONTROL BLANKETS AND SEDIMENT LOGS. JUTE OR COTTON SHALL BE USED FOR NETTING IN EROSION CONTROL BLANKETS. NO “CERTIFIED WEED FREE” PRODUCTS ARE ALLOWED. CERTIFIED WEED FREE” PRODUCTS ARE ALLOWED. PRODUCTS ARE ALLOWED. NO PLASTIC NETTING PRODUCTS ARE ALLOWED. 3. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONSTRUCTION ACTIVITY. 4. CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND SUB-SURFACE DRAINS IN THE PROJECT VICINITY. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WORK RESTRICTIONS: : 1. WORK SHALL BE GENERALLY PERFORMED FROM 8 A.M. TO 4:30 P.M. MONDAY WORK SHALL BE GENERALLY PERFORMED FROM 8 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY. TEN (10) HOUR WORK DAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. 2. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS. STRUCTURAL NOTES: : DESIGN: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017 CONSTRUCTION: FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 AND SPECIAL CONTRACT REQUIREMENTS. DEAD LOADS: CONCRETE: 160 PCF WEARING SURFACE: 140 PCF PRESTRESSED GIRDER: 160 PCF LIVE LOADS: HL-93. MAXIMUM DYNAMIC LOAD ALLOWANCE, IM=33% SEISMIC DESIGN: IN ACCORDANCE WITH AASHTO LFFD BRIDGE DESIGN SPECIFICATIONS, 2012, ZONE 4 MATERIALS: IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 2017, ZONE 4 BASED ON PEAK GROUND ACCELERATION (PGA) = 0.751 CONCRETE: ALL CONCRETE SHALL BE STRUCTURAL CONCRETE CLASS A (AE) WITH A MINIMUM 28- DAY COMPRESSIVE STRENGTH F'C= 5.0 KSI. CHAMFER EXPOSED EDGES OF ALL CONCRETE ", UNLESS NOTED OTHERWISE ON 34", UNLESS NOTED OTHERWISE ON THE PLANS. PREFORMED FLEXIBLE CELLULAR JOINT FILLER SHALL MEET THE REQUIREMENTS OF ASTM D1056, TYPE 2, GRADE 3, 4 OR 5. EXPANSION JOINT FILLER SHALL MEET THE REQUIREMENTS OF AASHTO M213. STRUCTURAL EPOXY ADHESIVE USED FOR ANCHORING DEFORMED STEEL REINFORCING BARS OF RAIL CURBS, ABUTMENT PEDESTALS, AND ANCHOR BOLTS SHALL BE INJECTABLE, TWO-COMPONENT, 100 PERCENT SOLIDS EPOXY-BASED ADHESIVE THAT WILL SUSTAIN A PULL-OUT FORCE OF 22,000 LBS. CONCRETE SEALER AND CONCRETE BONDING MATERIAL SHALL BE APPROVED BY THE CO. REINFORCING STEEL: ALL REINFORCING STEEL SHALL CONFORM TO AASHTO M31 OR M322, GRADE 60 DEFORMED. THE MINIMUM CONCRETE COVER TO THE FACE OF ANY BAR SHALL BE 2”, UNLESS , UNLESS SHOWN OTHERWISE ON THE PLANS. ALL SUPERSTRUCTURE REINFORCING STEEL SHALL BE EPOXY COATED. PRESTRESSED CONCRETE GIRDERS: PRESTRESSED CONCRETE GIRDERS SHALL BE MANUFACTURED AS DETAILED ON THE PLANS. CONCRETE FOR PRESTRESSED GIRDERS SHALL BE CLASS P WITH THE FOLLOWING COMPRESSIVE STRENGTHS: LITTLE LOST MAN CREEK BRIDGE: F'C= 5,000 PSI AT 28 DAYS. RELEASE STRENGTH: 4,000 PSI AT TRANSFER OF PRESTRESS. LOST MAN CREEK #1 BRIDGE: F'C= 7,000 PSI AT 28 DAYS RELEASE STRENGTH: 6,000 PSI AT TRANSFER OF PRESTRESS. PRESTRESSING STEEL: PRESTRESSING STRANDS SHALL BE GRADE 270, 0.6” DIAMETER, SEVEN-WIRE, BRIGHT, DIAMETER, SEVEN-WIRE, BRIGHT, LOW-RELAXATION STRANDS, CONFORMING TO AASHTO M203 (ASTM A416). EACH STRAND SHALL BE PRETENSIONED TO A TOTAL LOAD OF 43,940 LBS AT WHICH THE INITIAL PRE-TENSIONING STRESS OF 202,500 PSI IS REACHED. MISCELLANEOUS STRUCTURAL METAL: DIAPHRAGM ANCHOR BOLTS SHALL CONFORM TO ASTM A307 BEARINGS: ELASTOMERIC BEARING PADS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 18.2 OF THE AASHTO LRFD BRIDGE CONSTRUCTION SPECIFICATIONS AND SHALL BE 60 DUROMETER HARDNESS. PLAN DIMENSIONS: DIMENSIONS AND ELEVATIONS SHOWN ON THE PLANS ARE BASED ON AS BUILT DRAWINGS OF THE EXISTING BRIDGES. PRIOR TO COMMENCING WORK, FABRICATION, OR ORDERING MATERIALS CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. IF ANY DISCREPANCIES EXIST, INFORM THE CONTRACT OFFICER IMMEDIATELY.

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REPLACE GENEVA ROAD BIRDGES

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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SITE MAP

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TO CRESENT CITY

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TO ORICK, CA

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GENEVA ROAD

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LOST MAN CREEK

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APPROACH PLAN: LITTLE LOST MAN CREEK BRIDGE

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OF ROADWAY

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REPLACE EXISTING 4" ASPHALT PAVING, SEE TYPICAL SECTION

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EXISTING ABUTMENT 1

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24 SF, 3" TO 6" RIP-RAP EROSION PROTECTION. SEE DETAIL 4/C1.0 (TYP.)

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NEW HANDRAILING

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KEY FABRIC ENDS INTO SOIL (TYP)

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FILTER FABRIC, MIRAFI 140N OR EQUAL

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END OF EXISTING CONCRETE ABUTMENT

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APPROACH PLAN

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1. DIMENSIONS SHOWN ARE APPROXIMATE AND ARE TO BE DIMENSIONS SHOWN ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED.

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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REMOVE EXISTING WHEEL GUARD

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OF BRIDGE

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REMOVE COMPRESSION JOINT SEALER

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SAW CUT PAVEMENT WINGWALL TO WINGWALL AND REMOVE PRIOR TO CONSTRUCTION

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SAW CUT PAVEMENT WINGWALL TO WINGWALL AND REMOVE PRIOR TO CONSTRUCTION

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REMOVE EXISTING WHEEL GUARD

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REMOVE EXISTING GIRDERS AND ALL ASSOCIATED HARDWARE

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EXISTING ABUTMENT TO REMAIN FOR REUSE (PROTECT IN PLACE)

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OF BRIDGE

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REMOVE " BENT PLATE516" BENT PLATE

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DEMO PLAN

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EL: 82'

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EL: 60.5'

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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1. REMOVE EXISTING TIMBER DECK AND TIMBER CURBS ON REMOVE EXISTING TIMBER DECK AND TIMBER CURBS ON THE BRIDGE AND WINGWALLS. 2. REMOVE EXISTING STEEL SUPERSTRUCTURE, REMOVE EXISTING STEEL SUPERSTRUCTURE, COMPRESSION JOINT SEALS, AND BEARING PADS. 3. ROUGHEN ABUTMENT CAPS AND TOP OF WINGWALLS. ROUGHEN ABUTMENT CAPS AND TOP OF WINGWALLS. 4. INSTALL REINFORCING STEEL FOR ABUTMENT CAPS AND INSTALL REINFORCING STEEL FOR ABUTMENT CAPS AND AND POUR CONCRETE AS SHOWN ON THE PLANS. 5. INSTALL P/S GIRDERS, INSTALL REINFORCING STEEL INSTALL P/S GIRDERS, INSTALL REINFORCING STEEL AND POUR CONCRETE DIAPHRAGMS. 6. INSTALL REINFORCING STEEL AND POUR CONCRETE INSTALL REINFORCING STEEL AND POUR CONCRETE HAUNCHES AND DECK. 7. INSTALL CURB REINFORCING STEEL, ANCHOR BOLTS, INSTALL CURB REINFORCING STEEL, ANCHOR BOLTS, AND RAIL POSTS. 8. POUR CONCRETE CURBS FOR THE BRIDGE. POUR CONCRETE CURBS FOR THE BRIDGE. 9. INSTALL BRIDGE RAIL AND TERMINAL RAILING WITH INSTALL BRIDGE RAIL AND TERMINAL RAILING WITH STEEL STAIN FINISH. 10. INSTALL ASPHALT OVERLAY AND ASPHALT PLUG JOINTS INSTALL ASPHALT OVERLAY AND ASPHALT PLUG JOINTS AT EXPANSION JOINTS.

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SCOPE OF WORK:

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1. ELEVATIONS ARE TOP OF EXISTING BRIDGE. ELEVATIONS ARE TOP OF EXISTING BRIDGE. 2. ALL ELEVATIONS ARE BASED ON AS BUILT PLANS. THE ALL ELEVATIONS ARE BASED ON AS BUILT PLANS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE START OF WORK.

SHEET NOTES:

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PLAN VIEW

SCALE: 3/16" = 1'-0"

ELEVATION

SCALE: 3/16" = 1'-0"

2/28/2020

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GUARD RAIL

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END DIAPHRAGM

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EXISTING ABUTMENT 2

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BRIDGE DECK

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OF ROADWAY

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OF ROADWAY

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EXISTING ABUTMENT 1

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END DIAPHRAGM

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GUARD RAIL

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GIRDER A

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GIRDER B

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GIRDER C

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GIRDER D

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LITTLE LOST MAN CREEK

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GUARD RAIL

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FIRST POST

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FIRST POST

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FIRST POST

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FIRST POST

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EXISTING ABUTMENT 1

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EXISTING ABUTMENT 2

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ABUTMENT BEARING PAD ADDITION

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END DIAPHRAGM

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ABUTMENT BEARING PAD ADDITION

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END DIAPHRAGM

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GIRDER (4X)

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GUARDRAIL (2X)

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OF BRIDGE

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SLOPE: 1%

AutoCAD SHX Text ESTABLISHED HIGH WATER ELEV. = 75.1' Q = 1800 cfs 50 = 1800 cfs V = 9.5 fps m = 9.5 fps

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LOOSE RIP-RAP

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EL: 76'

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BENCH AT 73.8'

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EXISTING GROUND PROFILE

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SLOPE: 1%

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8" CURB FOR RAILING

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1. CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO CONTRACTOR TO VERIFY SITE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK. 2. DIMENSIONS AND ELEVATIONS BASED ON AS BUILT DIMENSIONS AND ELEVATIONS BASED ON AS BUILT PLANS. 3. SEE SHEET S4.0 - S4.2 FOR HAND RAIL DETAILS.SEE SHEET S4.0 - S4.2 FOR HAND RAIL DETAILS.

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SHEET NOTES:

AutoCAD SHX Text 03/03/2020 15:55 RUSSELL JORDAN G:\CLIENTS\NPS\REDW\NPS19-REDWT2\DRAWINGS\STRUC\LITTLE LOST MAN CREEK\NPS19-REDWT2_CD_LITTLE LOST_PLAN & ELEV.DWG

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PLAN & ELEVATION

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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J. EIXENBERGER

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R. JORDAN

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K. GINGRICH

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FEB. 2020

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AutoCAD SHX Text 245777

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EL: 82'

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EXISTING BRIDGE SURFACE

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EL: 62'

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B.O. ABUTMENT 2

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EL: 60.5'

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BRIDGE SECTION

SCREED ELEVATION

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GIRDER A

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GIRDER B

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2" ASPHALT OVERLAY

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OF BRIDGE

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SLOPE: 2%

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CURB & GUARDRAIL

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GIRDER C

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GIRDER D

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HAUNCH, SEE DETAIL 2/THIS SHEET

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SLOPE: 2%

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OF BRIDGE

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GIRDER D

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GIRDER C

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GIRDER B

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GIRDER A

AutoCAD SHX Text 03/03/2020 13:00 RUSSELL JORDAN G:\CLIENTS\NPS\REDW\NPS19-REDWT2\DRAWINGS\STRUC\LITTLE LOST MAN CREEK\NPS19-REDWT2_CD_LITTLE LOST_BRIDGE SECTION.DWG

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BRIDGE SECTION

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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J. EIXENBERGER

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R. JORDAN

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K. GINGRICH

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FEB. 2020

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SCALE: NTS

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SCALE: NTS

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1. FIGURES ABOVE THE LINE ARE THE TOP OF CONCRETE. FIGURES ABOVE THE LINE ARE THE TOP OF CONCRETE. FIGURES BELOW THE LINE ARE DEAD LOAD DEFLECTIONS AND ARE TO BE ADDED TO THE ELEVATIONS SHOWN TO OBTAIN SCREED ELEVATIONS. 2. ELEVATIONS SHOWN ARE FOR FINISHED CONCRETE ELEVATIONS SHOWN ARE FOR FINISHED CONCRETE GRADE. 3. A 2" ASPHALT OVERLAY IS TO BE ADDED TO THE TOP A 2" ASPHALT OVERLAY IS TO BE ADDED TO THE TOP OF THE CONCRETE DECK.

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ABUTMENT CAP: ELEVATION

SCALE: NTS

ABUTMENT CAP: PLAN VIEW

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SECTION VIEW: ABUTMENT CAP

SCALE: NTS

SECTION VIEW: BRIDGE RAIL AND CURB

SCALE: NTS

2/28/2020

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OF ROADWAY

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SHEAR KEY

AutoCAD SHX Text EXISTING ABUTMENT BEARING TO BE ROUGHENED PRIOR TO ADDING NEW LAYER OF CONCRETE & REINFORCEMENT

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EXISTING ABUTMENT BEARING

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ADDED CONCRETE TO ABUTMENT BEARING

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1" PREFORMED EXPANSION JOINT MATERIAL

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#5 REBAR

AutoCAD SHX Text ROUGHEN SURFACE OF EXISTING ABUTMENT BEARING PRIOR TO ADDING NEW LAYER AND REINFORCEMENT

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EXISTING ABUTMENT

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ROAD SURFACE

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EXISTING WINGWALL

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GUTTER LINE

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#5 REBAR

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#4 REBAR

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#5 REBAR CONTINUOUS

AutoCAD SHX Text 03/03/2020 13:00 RUSSELL JORDAN G:\CLIENTS\NPS\REDW\NPS19-REDWT2\DRAWINGS\STRUC\LITTLE LOST MAN CREEK\NPS19-REDWT2_CD_LITTLE LOST_ABUTMENT CAP.DWG

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ABUTMENT CAP

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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J. EIXENBERGER

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R. JORDAN

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K. GINGRICH

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FEB. 2020

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AutoCAD SHX Text 245777

AutoCAD SHX Text NOTE: 1. ALL REBAR REINFORCEMENT IS SET TO MATCH ABUTMENT SKEW.ALL REBAR REINFORCEMENT IS SET TO MATCH ABUTMENT SKEW.

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1. CLEAN MOSS AND LICKEN OFF THE BRIDGE CLEAN MOSS AND LICKEN OFF THE BRIDGE ABUTMENTS USING BRUSHES AND WATER TO THE EXTENT POSSIBLE WITHOUT ENTERING THE STREAM. 2. ROUGHEN CONCRETE SURFACES BY EXPOSING ROUGHEN CONCRETE SURFACES BY EXPOSING AGGREGATE OF EXISTING CONCRETE. USE A METHOD THAT DOES NOT DAMAGE THE EXISTING REBARS. THE REMOVAL METHOD IS TO BE APPROVED BY COUNTY BEFORE USE. 3. DRILL EXISTING CONCRETE AND PLACE NEW DRILL EXISTING CONCRETE AND PLACE NEW STIRRUPS USING STRUCTURAL EPOXY ADHESIVE. DRILL DEPTH IS TO BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. CONTAIN AND KEEP ALL CONSTRUCTION DEBRIS CONTAIN AND KEEP ALL CONSTRUCTION DEBRIS FROM FALLING INTO STREAM. 5. PLACE ALL STEEL WITH 2" COVER, UNLESS PLACE ALL STEEL WITH 2" COVER, UNLESS NOTED OTHERWISE. 6. RAILING POSTS SHALL BE IN PLACE AND IN RAILING POSTS SHALL BE IN PLACE AND IN PROPER ALIGNMENT PRIOR TO PLACEMENT OF CURB CONCRETE. 7. USE CONCRETE BONDING PRODUCT ON USE CONCRETE BONDING PRODUCT ON EXPOSED CONCRETE SURFACES PRIOR TO PLACEMENT OF NEW CONCRETE. 8. AFTER PLACED CONCRETE ATTAINS THE AFTER PLACED CONCRETE ATTAINS THE REQUIRED STRENGTH SEAL CONCRETE WITH AN APPROVED SEALANT. 9. CONTRACTOR MUST FIELD VERIFY ALL CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND REQUIRED HARDWARE.

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BEARING PAD DETAIL

BEARING PAD PLAN

2/28/2020

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GIRDER

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BEARING

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2 LAYERS (TOP & BOTTOM) @ 0.25" AND 4 INNER LAYERS @ 0.5"

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14 GAUGE STEEL SHIM (0.075") MOULDED SECURELY TO PAD (3 TOTAL PER PAD)

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OF BRIDGE

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GIRDER A

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GIRDER B

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GIRDER C

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GIRDER D

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END DIAPHRAGM

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BEARING PAD (TYP.)

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OF ABUTMENT CAP

AutoCAD SHX Text 03/03/2020 13:01 RUSSELL JORDAN G:\CLIENTS\NPS\REDW\NPS19-REDWT2\DRAWINGS\STRUC\LITTLE LOST MAN CREEK\NPS19-REDWT2_CD_LITTLE LOST_BEARING PAD DETAILS.DWG

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BEARING PAD DETAILS

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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J. EIXENBERGER

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R. JORDAN

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K. GINGRICH

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FEB. 2020

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SCALE: NTS

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SCALE: NTS

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1. STEEL REINFORCED ELASTOMERIC BEARING PAD SHALL STEEL REINFORCED ELASTOMERIC BEARING PAD SHALL CONFORM TO AASHTO M251 WITH 60 DUROMETER HARDNESS, ELASTOMERIC GRADE 3 OR HIGHER. 2. ALL BEARINGS SHALL BE MARKED PRIOR TO SHIPPING. ALL BEARINGS SHALL BE MARKED PRIOR TO SHIPPING. THE MARKS SHALL INCLUDE THE BEARING LOCATION ON THE BRIDGE, AND A DIRECTION ARROW THAT POINTS AHEAD STATION. 3. ABUTMENT DESIGN SERVICE LOADS PER BEARING. ABUTMENT DESIGN SERVICE LOADS PER BEARING. - DEAD LOAD = 70.14 kips - LIVE LOAD = 66.18 kips

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GIRDER SECTION AT ENDS

SCALE: NTS

GIRDER SECTION AT MID-SPAN

SCALE: NTS

SHEAR REINFORCEMENT

HALF GIRDER ELEVATION / SECTION

SCALE: NTS

2/28/2020

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#4 REBAR

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#6 REBAR (TYP.)

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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#4 REBAR

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#6 REBAR (TYP.)

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0.6" 7 STRAND GRADE 270 LOW RELAXATION (TYP.)

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65'-9 " 14" FULL GIRDER LENGTH

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LIFTING DEVICE

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AutoCAD SHX Text 03/03/2020 13:02 RUSSELL JORDAN G:\CLIENTS\NPS\REDW\NPS19-REDWT2\DRAWINGS\STRUC\LITTLE LOST MAN CREEK\NPS19-REDWT2_CD_LITTLE LOST_GIRDER DETAILS.DWG

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A THRU D GIRDERS

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TITLE OF SHEET

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LITTLE LOST MAN CREEK BRIDGE

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LOST MAN CREEK

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REDWOODS NATIONAL PARK

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J. EIXENBERGER

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R. JORDAN

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K. GINGRICH

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FEB. 2020

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AutoCAD SHX Text 245777

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ZONE

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ZONE LENGTH

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REINFORCEMENT SPACING

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COUNT

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0" TO 0'-11"

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0'-11"…

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File details come from the government source that posted it. Updated May 9, 2020.