B08_Att_02_GLCA-Wahweap-Plans30pctSD-Revised.pdf

PDF 5 MB Posted

Attached to
GLCA 210865 Replace Wahweap Government Dock DB Federal contract opportunity
Solicitation number
140P2026R0030
Issued by
Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI ·

This document is a design and specification package for the Floating Dock Replacement project at Wahweap Government Dock in Glen Canyon National Recreation Area, Arizona. The project involves the replacement of an existing floating dock structure with a new design that includes multiple functional components and options.

The new floating dock design encompasses a base platform approximately 421 feet long and 108 feet wide, featuring a 50-foot gangway, 80-foot access ramp, 5-foot-wide walkway, and 3-foot-wide finger piers. The structure includes two rows of floating slips with 20 slips per row totaling 40 moorings. Design loads specified include dead load of self-weight plus 10 PSF, live load of 100 PSF uniform distribution, and wind load of 112 MPH basic wind speed with Exposure Category IV and Importance Factor of 1.0. The dock incorporates concrete anchor blocks to remain at existing locations, with four anchor points strategically positioned. The design includes detailed specifications for storage sheds (320 SF), generator covers, fenced areas (600 SF), aluminum entry fence, safety ladder, lifering station, 12-inch stainless steel cleats, and miscellaneous hardware. Optional components include wave attenuators (designed for 2-foot maximum wave height and 60-foot water level change), roof options for fire suppression systems, solar power systems with battery storage and energy control, and small or large hydrohoist options (16 or 2 units respectively). The construction contractor laydown area is designated with specific access points to Lake Access Point and Wahweap Recreation Entrance. Design specifications reference International Building Code 2024, American Institute of Steel Construction manual, American Welding Society codes, American Concrete Institute standards, and Unified Facilities Criteria for structural engineering and waterfront facilities maintenance.

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Other files for this federal contract opportunity

Other files attached to GLCA 210865 Replace Wahweap Government Dock DB, newest first.
File Type Posted
B09_Att_01_Wahweep_QA_Amnd_0002_0002.pdf PDF
B09_Att_02_Clauses_Sections_L_and_M_Amnd_0002__0002.pdf PDF
Sol_140P2026R0030_Amd_0002.pdf PDF
B08_Att_03_GLCA_210865_Government_Dock_Amendment_002_0002.pdf PDF
B08_Att_02_GLCA-Wahweap-Plans30pctSD-Revised_-_Amendment_001_0001.pdf PDF
B09_Att_01_Wahweep_QA_Amnd_0001_0001.docx DOCX document
Sol_140P2026R0030_Amd_0001.pdf PDF
B09_Att_02_GLCA_Bathymetry_Info_0001.docx DOCX document
B08_Att_03_GLCA_210865_Government_Dock_Amendment_001_0001.pdf PDF
B09_Att_03_Site_Visit_0001.pdf PDF
B08_Att_01_GLCA-Wahweap-DraftSpecificationsOutline-Revised.pdf PDF
B08_Att_03_GLCA_210865_Government_Dock.pdf PDF
Sol_140P2026R0030.pdf PDF
B08_Att_05_Project_Experience_Questionnaire.pdf PDF
B08_Att_04_WD_AZ20260056.pdf PDF
B08_Att_06_Past_Performance_Questionnaire.pdf PDF
Show all 16

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AutoCAD SHX Text 10/21/2024 12:23:45 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482937\210865_G0-COVER.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482937\210865_G0-COVER.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482937\210865_G0-COVER.dwg

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AutoCAD SHX Text GLEN CANYON NATIONAL RECREATION AREA FLOATING DOCK REPLACEMENT WAHWEAP GOVERNMENT DOCKWAHWEAP GOVERNMENT DOCK

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LAKE POWELL

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US 89

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PROJECT LOCATION

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WAHWEAP GOVERNMENT DOCK

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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LOCATION WITHIN PARK

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NAME OF PARK

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SCHEMATIC DESIGN

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PMIS NO.: 210865

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QUALITY DESIGN CERTIFICATION

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OR

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GLEN CANYON NATIONAL RECREATION AREA

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COCONINO

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ARIZONA

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INTERMOUNTAIN

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NEW FLOATING DOCK

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LAKE POWELL RESORT

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LAKESHORE DR

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WAHWEAP BLVD

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4.4 MILES TO WAHWEAP RECREATION ENTRANCE AND FEE BOOTH

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2 MILES TO NORTH ACCESS - WAHWEAP RECREATION ENTRANCE AND FEE BOOTH

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1. CONTRACTOR IS REQUIRED TO VISIT THE SITE PRIOR TO SUBMITTING THEIR BID CONTRACTOR IS REQUIRED TO VISIT THE SITE PRIOR TO SUBMITTING THEIR BID FOR THE PROJECT. THE SITE VISIT WILL BE COORDINATED BY THE CONTRACTING OFFICER. 2. PRIOR TO PERFORMING ANY WORK AT THE SITE, CONTRACTOR SHALL SUBMIT A PRIOR TO PERFORMING ANY WORK AT THE SITE, CONTRACTOR SHALL SUBMIT A CONSTRUCTION SITE PLAN FOR APPROVAL BY THE CONTRACTING OFFICER. IT SHALL INCLUDE BUT NOT BE LIMITED TO PROPOSED MATERIAL STAGING AREAS, AND IDENTIFYING SOURCES OF TEMPORARY LIGHTING, POWER, WATER, ETC., REQUIRED FOR PERFORMING THE WORK. 3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS, INCLUDING LOCATION OF EXISTING UTILITIES, IN THE FIELD BEFORE ORDERING MATERIAL, AND PERFORMING ANY WORK. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY CONDITIONS OR DIMENSIONS WHICH VARY FROM THOSE SHOWN ON THE DRAWINGS AND INCORPORATE SUCH VARIATIONS IN THE CONSTRUCTION IN A MANNER APPROVED BY THE CONTRACTING OFFICER. 4. CONTRACTOR SHALL EXERCISE ALL NECESSARY CARE TO PREVENT ANY DAMAGE CONTRACTOR SHALL EXERCISE ALL NECESSARY CARE TO PREVENT ANY DAMAGE TO EXISTING PARK ASSETS SCHEDULED TO REMAIN. ANY DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE RECTIFIED AS DIRECTED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT. 5. CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, AS-BUILT DRAWINGS CONTRACTOR SHALL SUBMIT TO THE CONTRACTING OFFICER, AS-BUILT DRAWINGS AT THE COMPLETION OF CONSTRUCTION. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH CONTRACTING OFFICER TO CONTRACTOR SHALL COORDINATE ALL WORK WITH CONTRACTING OFFICER TO MINIMIZE IMPACTS ON PARK OPERATIONS. 7. CONTRACTOR SHALL COMPLY WITH ALL PROJECT PERMIT CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL PROJECT PERMIT CONDITIONS. 8. FLOATING TURBIDITY CURTAINS SHALL BE USED AROUND ANY IN WATER WORK. FLOATING TURBIDITY CURTAINS SHALL BE USED AROUND ANY IN WATER WORK.

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GENERAL NOTES

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AutoCAD SHX Text ABDN ABANDON ABANDON ADD. ADDITIONAL ADDITIONAL APPROX APPROXIMATELY APPROXIMATELY ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS BL BASELINE BASELINE BM BENCH MARK BENCH MARK BMP BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES BP BEGINNING POINT BEGINNING POINT BOT BOTTOM BOTTOM BOP BOTTOM OF PIPE BOTTOM OF PIPE BVC BEGINNING OF VERTICAL CURVE BEGINNING OF VERTICAL CURVE CIP CAST-IN-PLACE CAST-IN-PLACE CGP CONSTRUCTION GENERAL PERMIT CONSTRUCTION GENERAL PERMIT CJ CONTRACTION JOINT CONTRACTION JOINT CL CENTER LINE CENTER LINE CLR CLEAR CLEAR CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE COMM COMMUNICATION COMMUNICATION CONC CONCRETE CONCRETE CONST CONSTRUCTION CONSTRUCTION CONSTR CONSTRUCT CONSTRUCT CO CONTRACTING OFFICER CONTRACTING OFFICER CP CENTER POINT CENTER POINT CR CRACK CRACK CTR CENTER CENTER CU CUBIC CUBIC CU FT CUBIC FOOT CUBIC FOOT CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD DBH DIAMETER BREAST HEIGHT DIAMETER BREAST HEIGHT DET DETAIL DETAIL DIA DIAMETER DIAMETER DWG DRAWING DRAWING DWG'S DRAWINGS DRAWINGS DWL DESIGN WATER LEVEL DESIGN WATER LEVEL EA EACH EACH EF EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION ELEC ELECTRIC, ELECTICAL ELECTRIC, ELECTICAL EMBED EMBEDMENT EMBEDMENT EP END POINT END POINT EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY ENGR ENGINEER ENGINEER EOP EDGE OF PAVEMENT EDGE OF PAVEMENT EQ EQUAL EQUAL ETR EXISTING TO REMAIN EXISTING TO REMAIN EW EACH WAY EACH WAY EXIST EXISTING EXISTING FF FINISHED FLOOR FINISHED FLOOR FT FEET FEET GALV GALVANIZED GALVANIZED GB GRADE BRAKE GRADE BRAKE GR GRAPHIC GRAPHIC GSE GROUND SURFACE ELEVATION GROUND SURFACE ELEVATION HP HIGH POINT HIGH POINT HH HANDHOLE HANDHOLE ID IDENTIFICATION IDENTIFICATION IGLD INTERNATIONAL GREAT LAKES DATUM INTERNATIONAL GREAT LAKES DATUM IN INCHES INCHES INV INVERT INVERT LF LINEAR FEET LINEAR FEET LG LONG LONG LOD LIMITS OF DISTURBANCE LIMITS OF DISTURBANCE LP LOW POINT LOW POINT LWF LIGHT WEIGHT FILL LIGHT WEIGHT FILL MANF MANUFACTURER MANUFACTURER MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM NE NOT ENCOUNTERED NOT ENCOUNTERED NF NEAR FACE NEAR FACE NIC NOT IN CONTRACT NOT IN CONTRACT NTS NOT TO SCALE NOT TO SCALE NUM NUMBER NUMBER OC ON CENTER ON CENTER PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PCF POUNDS PER CUBIC FOOT POUNDS PER CUBIC FOOT PKG PACKAGE PACKAGE PLYWD PLYWOOD PLYWOOD PMS PAD-MOUNTED SWITCH PAD-MOUNTED SWITCH PMT PAD-MOUNTED TRANSFORMER PAD-MOUNTED TRANSFORMER PROP PROPOSED PROPOSED PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT POINT OF TANGENT POINT OF TANGENT RC REINFORCED CONCRETE REINFORCED CONCRETE REF REFERENCE REFERENCE REQ'D REQUIRED REQUIRED SAN SWR SANITARY SEWER SANITARY SEWER SEC SECONDS SECONDS SF SQUARE FEET SQUARE FEET SHT SHEET SHEET SIM SIMILAR SIMILAR SPEC SPECIFICATION SPECIFICATION S.R. STATE ROUTE STATE ROUTE S.S.T. STAINLESS STEEL STAINLESS STEEL STA STATION STATION STP STANDARD PENETRATION TEST STANDARD PENETRATION TEST SWP3 SITE STORM WATER POLLUTION PREVENTION SITE STORM WATER POLLUTION PREVENTION PLAN T&B TOP AND BOTTOM TOP AND BOTTOM TEMP TEMPORARY TEMPORARY THK THICK THICK T.O._ TOP OF __ TOP OF __ TOC TOP OF CONCRETE TOP OF CONCRETE TOW TOP OF WALL TOP OF WALL TS&V TAPPING SLEEVE AND VALVE TAPPING SLEEVE AND VALVE TSW TOP OF SIDEWALK TOP OF SIDEWALK (TYP.) TYPICAL TYPICAL UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED USACE UNITED STATES ARMY CORPS OF ENGINEERS UNITED STATES ARMY CORPS OF ENGINEERS VIF VERIFY IN FIELD VERIFY IN FIELD W/ WITH WITH WD WOOD WOOD W MIN WATER LEVEL MINIMUM L MIN WATER LEVEL MINIMUM WATER LEVEL MINIMUM W MAX WATER LEVEL MAXIMUM L MAX WATER LEVEL MAXIMUM WATER LEVEL MAXIMUM WP WORKING POINT WORKING POINT WWF WELDED WIRE FABRIC WELDED WIRE FABRIC WZ# WORK ZONE # WORK ZONE # YD YARDYARD

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ACCESS RAMP

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AutoCAD SHX Text FLOATING DOCK DEMOLITION NOTES 1. REMOVE ALL PORTIONS OF THE FLOATING DOCK INCLUDING: FLOATING SEGMENTS, REMOVE ALL PORTIONS OF THE FLOATING DOCK INCLUDING: FLOATING SEGMENTS, RUB RAILS, TIMBER WALERS, AND WINCHES. CONCRETE DEADMAN/ANCHOR BLOCKS ARE TO REMAIN. 2. ENSURE THAT ALL DEMOLITION DEBRIS IS COLLECTED AND DISPOSED OF IN AN ENSURE THAT ALL DEMOLITION DEBRIS IS COLLECTED AND DISPOSED OF IN AN APPROVED MANNER. ALLOW NO DEBRIS TO COLLECT ON LAKE BOTTOM. 3. USE A FLOATING TURBIDITY BARRIER AROUND THE ACTIVE DEMOLITION AREAS. USE A FLOATING TURBIDITY BARRIER AROUND THE ACTIVE DEMOLITION AREAS. 4. DEMOLITION SHOULD BE SCHEDULED TO MINIMIZE THE DOWNTIME OF THE DEMOLITION SHOULD BE SCHEDULED TO MINIMIZE THE DOWNTIME OF THE GOVERNMENT DOCK.

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PROJECT SITE

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CONSTRUCTION TRAILER & ADDITIONAL LAYDOWN

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FLOATING DOCK EXISTING CONDITIONS

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M. MOZO

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M. CHIARIELLO

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M. CHIARIELLO

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WAHWEAP GOVERNMENT DOCK

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CONTRACTOR LAYDOWN

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CIVIL

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LAKE ACCESS POINT

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LAYDOWN AREA

APPROX DRIVING DISTANCE BETWEEN PROJECT SITE AND LAYDOWN AREA IS 2 MILES

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TITLE OF DRAWING

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SUB SHEET NO.

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DESIGNED:

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CADD:

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TECH. REVIEW:

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DATE:

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GLEN CANYON NATIONAL RECREATION AREA

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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AutoCAD SHX Text 10/21/2024 12:04:21 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S1-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S1-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S1-MARINA.dwg

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1. INTERNATIONAL BUILDING CODE, (IBC) 2024. INTERNATIONAL BUILDING CODE, (IBC) 2024. 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) “MANUAL OF STEEL AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) “MANUAL OF STEEL MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN.” 16TH EDITION. 16TH EDITION. 3. AMERICAN WELDING SOCIETY (AWS), "STRUCTURAL WELDING CODE - STEEL", AMERICAN WELDING SOCIETY (AWS), "STRUCTURAL WELDING CODE - STEEL", ANSI/AWS D1.1/D1.1M, 2020. 4. AMERICAN CONCRETE INSTITUTE (ACI) PUBLICATION ACI 318-19 “BUILDING CODE AMERICAN CONCRETE INSTITUTE (ACI) PUBLICATION ACI 318-19 “BUILDING CODE BUILDING CODE CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND ACI, 301-20, “SPECIFICATIONS AND ACI, 301-20, “SPECIFICATIONS SPECIFICATIONS FOR STRUCTURAL CONCRETE”. . 5. UNIFIED FACILITIES CRITERIA (UFC): UNIFIED FACILITIES CRITERIA (UFC): A. UFC 3-301-01, "STRUCTURAL ENGINEERING", 04 SEPTEMBER 2024. UFC 3-301-01, "STRUCTURAL ENGINEERING", 04 SEPTEMBER 2024. B. UFC 4-150-07, "MAINTENANCE AND OPERATION: MAINTENANCE OF UFC 4-150-07, "MAINTENANCE AND OPERATION: MAINTENANCE OF WATERFRONT FACILITIES", 01 SEPTEMBER 2012. C. UFC 4-150-08, "INSPECTION OF MOORING HARDWARE", 28 OCTOBER 2020. UFC 4-150-08, "INSPECTION OF MOORING HARDWARE", 28 OCTOBER 2020. D. UFC 4-151-10, "GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION", UFC 4-151-10, "GENERAL CRITERIA FOR WATERFRONT CONSTRUCTION", 01 SEPTEMBER 2012. E. UFC 4-152-01, "DESIGN: PIERS AND WHARVES", 28 AUGUST 2024. UFC 4-152-01, "DESIGN: PIERS AND WHARVES", 28 AUGUST 2024. F. UFC 4-152-07N, "DESIGN: SMALL CRAFT BERTHING FACILITIES", 1 UFC 4-152-07N, "DESIGN: SMALL CRAFT BERTHING FACILITIES", 1 SEPTEMBER 2012. G. UFC 4-159-03, "DESIGN: MOORINGS", 09 MARCH 2020. UFC 4-159-03, "DESIGN: MOORINGS", 09 MARCH 2020. H. UFC 1-200-01, "DOD BUILDING CODE", 26 FEBRUARY 2024. UFC 1-200-01, "DOD BUILDING CODE", 26 FEBRUARY 2024. 6. AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) PUBLICATION 7-2022 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) PUBLICATION 7-2022 MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES.

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DESIGN SPECIFICATIONS AND REFERENCES:DESIGN SPECIFICATIONS AND REFERENCES::

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1. DEAD LOAD (DL): SELFWEIGHT OF PERMANENT STRUCTURAL COMPONENTS DEAD LOAD (DL): SELFWEIGHT OF PERMANENT STRUCTURAL COMPONENTS SELFWEIGHT OF PERMANENT STRUCTURAL COMPONENTS AND MISCELLANEOUS LOAD OF 10 PSF 2. LIVE LOAD (LL): A. UNIFORM LIVE LOAD: 100 PSF UNIFORM LIVE LOAD: 100 PSF 100 PSF 3. WIND LOAD (W): BASIC WIND SPEED: 112 MPH BASIC WIND SPEED: 112 MPH 112 MPH EXPOSURE CATEGORY: C C BUILDING OCCUPANCY CATEGORY: IV IV IMPORTANCE FACTOR: 1.0 1.0

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DESIGN LOADS FOR WAHWEAP GOVERNMENT DOCK

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1. WORK BOAT: 32' LENGTH OVERALL WORK BOAT: 32' LENGTH OVERALL 32' LENGTH OVERALL 12' BEAM 2' DRAFT 2. RESPONSE BOAT: 45' LENGTH OVERALL RESPONSE BOAT: 45' LENGTH OVERALL 45' LENGTH OVERALL 15' BEAM 3' DRAFT 3. BUOY TENDER VESSELS: 45' LENGTH OVERALL BUOY TENDER VESSELS: 45' LENGTH OVERALL 45' LENGTH OVERALL 16' BEAM 3' DRAFT 4. BARGE/PUSHBOAT: 46' BARGE + 32' PUSHBOAT LENGTH OVERALL BARGE/PUSHBOAT: 46' BARGE + 32' PUSHBOAT LENGTH OVERALL 46' BARGE + 32' PUSHBOAT LENGTH OVERALL 20' BARGE + 15' PUSHBOAT BEAM 3' DRAFT

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DESIGN VESSELS FOR WAHWEAP GOVERNMENT DOCK

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1. UTV: 10' LENGTH OVERALL UTV: 10' LENGTH OVERALL 10' LENGTH OVERALL WEIGHT: 2316 LBS PLUS 1000 LBS MAX CARGO TURNING RADIUS: 16 FEET MAX

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DESIGN VEHICLE FOR WAHWEAP GOVERNMENT DOCK

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WAHWEAP GOVERNMENT DOCK

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STRUCTURAL NOTES

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M. MOZO

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STRUCTURES

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M. CHIARIELLO

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AutoCAD SHX Text BASE SCHEDULE QUANTITY QUANTITY ALUMINUM MARINE GANGWAY W/ TRANSITION PLATE (1) @ 4 FT x 50 FT (1) @ 4 FT x 50 FT FLOATING ACCESS DOCK (1) @ 12 FT X 80 FT (1) @ 12 FT X 80 FT SECTION 1 - 20 SLIP MARINA 20 SLIPS (4FT W X 35 FT L) 20 SLIPS (4FT W X 35 FT L) SECTION 2 - 4 SLIP MARINA 4 SLIPS (5FT W X 48 FT L) 4 SLIPS (5FT W X 48 FT L) FLOATING PLATFORM 1 (1) @ 30 FT X 82 FT (1) @ 30 FT X 82 FT FLOATING PLATFORM 2 (1) @ 60 FT X 108 FT (1) @ 60 FT X 108 FT CONCRETE ANCHOR BLOCKS TBD - CONTINGENT UPON DESIGN TBD - CONTINGENT UPON DESIGN WINCHES WITH SS KITE LINES TBD - CONTINGENT UPON DESIGN TBD - CONTINGENT UPON DESIGN GALV METAL STORAGE SHEDS (2) @ 320 SF EACH (2) @ 320 SF EACH VINYL COATED CHAIN LINK FENCED AREA (2) @ 20 FT W X 30 FT L X 8 FT HIGH EACH (2) @ 20 FT W X 30 FT L X 8 FT HIGH EACH ALUMINUM ENTRY FENCE WITH LOCKING HANDLE (1) @ 12 FT W X 9 FT H (1) @ 12 FT W X 9 FT H POWER PEDESTALS (12) (12) POLE LIGHTING TBD - CONTINGENT UPON DESIGN TBD - CONTINGENT UPON DESIGN STANDPIPE/WATER (2) MIN (2) MIN GENERATOR 1 SYSTEM 1 SYSTEM GENERATOR GALVANIZED ALUMINUM COVER AREA (1) @ 300 SF (1) @ 300 SF STAINLESS STEEL CLEATS (74) MIN (74) MIN ALUMINUM LADDERS (6) MIN (6) MIN LIFE RINGS/FIRE EXTINGUISHERS (6) MIN (6) MIN WAVE ATTENUATOR 605 LINEAR FEET 605 LINEAR FEET ROOF OPTIONS QUANTITY QUANTITY OPTION 1- ROOF (1) @ 84 FT x 221 FT = 18,564 SF (1) @ 84 FT x 221 FT = 18,564 SF OPTION 2- ROOF (1) @ 110 FT x 108 FT = 11,880 SF (1) @ 110 FT x 108 FT = 11,880 SF OPTION 3- ROOF (2) ROOFS TOTALING 30,444 SF (2) ROOFS TOTALING 30,444 SF POWER SUPPLY OPTIONS QUANTITY QUANTITY OPTION 1 - GENERATOR POWER INCLUDING HYDROHOIST (1) SYSTEM (1) SYSTEM OPTION 2 - SOLAR POWER INCLUDING BACKUP GENERATOR (1) SYSTEM (1) SYSTEM FIRE PROTECTION OPTIONS QUANTITY IRE PROTECTION OPTIONS QUANTITY QUANTITY OPTION 1 - SPRINKLERED FIRE PROTECTION TBD - BASED ON ROOF OPTION TBD - BASED ON ROOF OPTION HYDROHOIST OPTIONS QUANTITY QUANTITY OPTION 1 - SMALL HYDROHOIST (16) (16) OPTION 2 - LARGE HYDROHOIST (2) (2) OPTION 3 - SMALL AND LARGE HYDROHOIST (18)(18)

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SCHEDULE OF QUANTITIES:SCHEDULE OF QUANTITIES::

NOTE: QUANTITIES PROVIDED ARE FOR REFERENCE ONLY. D/B CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES.

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TITLE OF DRAWING

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SUB SHEET NO.

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DESIGNED:

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DATE:

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GLEN CANYON NATIONAL RECREATION AREA

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PMIS/PKG NO.

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DRAWING NO.

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WAVE ATTENUATOR SEE SHEET S4

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WAHWEAP PUBLIC BOAT RAMP

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ROOF - ADD ALT SEE SHEET S5

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FLOATING DOCKS SEE SHEET S3

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OVERALL SITE PLAN

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AutoCAD SHX Text UTM COORDINATES - WORLD GEODETIC SYSTEM (WGS84) STANDARD ZONE 12S N 4094325 E 456970

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M. MOZO

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M. CHIARIELLO

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M. CHIARIELLO

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WAHWEAP GOVERNMENT DOCK

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OVERALL SITE PLAN

STRUCTURES

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PMIS/PKG NO.

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AutoCAD SHX Text 10/21/2024 12:05:02 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S3-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S3-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S3-MARINA.dwg

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2 - 320 SF STORAGE SHEDS

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FENCED AREA SEE SHEET S9

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6,480 SF PLATFORM

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80 FOOT ACCESS RAMP

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4' WIDE FINGER PIER

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5' WIDE FINGER PIER

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ELECTRICAL PEDESTAL (TYP)

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FLOATING DOCK PLAN - BASE

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ENTRY GATE SEE SHEET S9

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PIN CONNECTION POINT

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2,460 SF PLATFORM

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M. MOZO

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M. CHIARIELLO

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M. CHIARIELLO

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WAHWEAP GOVERNMENT DOCK

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FLOATING DOCK BASE OPTION

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STRUCTURES

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50 FOOT GANGWAY

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LIGHTPOLE (TYP)

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STANDPIPE CABINET LOCATION

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STANDPIPE

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LADDER (TYP) SEE SHEET S9

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CLEATS (TYP) SEE SHEET S9

PIN CONNECTION POINT

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AutoCAD SHX Text 10/18/2024 3:08:51 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S4-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S4-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S4-MARINA.dwg

AutoCAD SHX Text NOTES 1. WAVE ATTENUATOR SHOULD BE DESIGNED FOR A WAVE ATTENUATOR SHOULD BE DESIGNED FOR A MAXIMUM WAVE HEIGHT OF TWO FEET 2. WAVE ATTENUATOR SHOULD BE DESIGNED FOR A WATER WAVE ATTENUATOR SHOULD BE DESIGNED FOR A WATER LEVEL CHANGE OF UP 60 FEET.

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FLOATING WAVE ATTENUATOR, SEE SPECIFICATIONS FOR DETAILS

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FLOATING DOCK

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WAVE ATTENUATOR DETAIL

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M. MOZO

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M. CHIARIELLO

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M. CHIARIELLO

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WAHWEAP GOVERNMENT DOCK

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WAVE ATTENUATOR - BASE OPTION

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AutoCAD SHX Text 10/22/2024 10:52:18 AM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S5-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S5-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S5-MARINA.dwg

AutoCAD SHX Text NOTES 1. THE ROOF ALTERNATIVE SHOULD INCLUDE DESIGN AND PRICING THE ROOF ALTERNATIVE SHOULD INCLUDE DESIGN AND PRICING FOR A SPRINKLERED FIRE SUPPRESSION SYSTEM FED FROM THE LAKE. SYSTEM NEED NOT BE AUTOMATIC. 2. ROOF SECTION 1 IS OPTION A AND ROOF SECTION 2 IS OPTION B ROOF SECTION 1 IS OPTION A AND ROOF SECTION 2 IS OPTION B

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SECTION 1 ROOF

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SECTION 2 ROOF

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PIN CONNECTION POINT

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ROOF PLAN-ADD ALT

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M. MOZO

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WAHWEAP GOVERNMENT DOCK

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ROOF PLAN OPTIONS A & B

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STRUCTURES

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AutoCAD SHX Text 10/21/2024 12:12:13 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S6-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S6-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S6-MARINA.dwg

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16 SMALLER HYDROHOISTS

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2 LARGE HYDROHOISTS

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PIN CONNECTION POINT

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HYDROHOIST LOCATION PLAN

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SMALL HYDROHOIST ENLARGED PLAN

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SMALL HYDROHOIST CROSS-SECTION

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AutoCAD SHX Text NOTES 1. HYDROHOISTS OR APPROVED EQUAL ARE TO BE SIZED BASED HYDROHOISTS OR APPROVED EQUAL ARE TO BE SIZED BASED UPON THE TWO DESIGN VESSELS SPECIFIED IN THE GENERAL NOTES. 2. DIMENSIONS ARE APPROXIMATE AND VARY BASED UPON MODEL DIMENSIONS ARE APPROXIMATE AND VARY BASED UPON MODEL AND MANUFACTURER. 3. HOISTS MUST MEET THE BUY AMERICAN ACT HOISTS MUST MEET THE BUY AMERICAN ACT 4. SMALL HYDROHOISTS ARE OPTION C AND LARGE HYDROHOISTS SMALL HYDROHOISTS ARE OPTION C AND LARGE HYDROHOISTS ARE OPTION D

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LARGE HYDROHOIST ENLARGED PLAN

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LARGE HYDROHOIST CROSS-SECTION

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M. CHIARIELLO

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WAHWEAP GOVERNMENT DOCK

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HYDROHOISTS PLAN &

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SECTIONS - OPTIONS C&D

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SECTION 1 ROOF

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SECTION 2 ROOF

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PROPOSED SOLAR PANEL LOCATION

AutoCAD SHX Text NOTES 1. PROVIDE POWER FOR 12 POWER PEDESTALS WITH (2) 30A, 120V TWIST LOCK RECEPTACLES AND (1) 20A, PROVIDE POWER FOR 12 POWER PEDESTALS WITH (2) 30A, 120V TWIST LOCK RECEPTACLES AND (1) 20A, 120V, GFCI DUPLEX RECEPTACLE. 2. PROVIDE POWER FOR (2) STANDARD LED LIGHT FIXTURES PER STORAGE SHED. PROVIDE POWER FOR (2) STANDARD LED LIGHT FIXTURES PER STORAGE SHED. 3. POWER CALCULATIONS AND SYSTEM SIZING SHALL ASSUME THAT NO MORE THAN 50% OF THE 30A, 120V POWER CALCULATIONS AND SYSTEM SIZING SHALL ASSUME THAT NO MORE THAN 50% OF THE 30A, 120V RECEPTACLES AND NO MORE THAN 25% OF THE 20A, 120V, GFCI DUPLEX RECEPTACLES ARE USED CONCURRENTLY. 4. SYSTEM REQUIREMENTS (SUBJECT TO CHANGE BASED ON CALCULATIONS) SYSTEM REQUIREMENTS (SUBJECT TO CHANGE BASED ON CALCULATIONS) 4.1. P600 OPTIMIZERS (SOLAREDGE) OR APPROVED EQUAL P600 OPTIMIZERS (SOLAREDGE) OR APPROVED EQUAL 4.2. STRINGS OF 6,270W STRINGS OF 6,270W 4.3. PV COMBINER BOXES PV COMBINER BOXES 4.4. 100kW INVERTER (SOLAREDGE SE 100K) OR APPROVED EQUAL 100kW INVERTER (SOLAREDGE SE 100K) OR APPROVED EQUAL 4.5. BATTERY STORAGE SYSTEM BESS (TESLA MEGAPACK) OR APPROVED EQUAL BATTERY STORAGE SYSTEM BESS (TESLA MEGAPACK) OR APPROVED EQUAL 4.6. ENERGY CONTROL CENTER (SCHNEIDER) OR APPROVED EQUAL ENERGY CONTROL CENTER (SCHNEIDER) OR APPROVED EQUAL 4.7. 112.5kVA PAD MOUNTED DRY TYPE TRANSFORMER, 480-208Y/120V (SCHNEIDER) OR APPROVED EQUAL 112.5kVA PAD MOUNTED DRY TYPE TRANSFORMER, 480-208Y/120V (SCHNEIDER) OR APPROVED EQUAL 4.8. PANELBOARD (SCHNEIDER) OR APPROVED EQUALPANELBOARD (SCHNEIDER) OR APPROVED EQUAL

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SOLAR POWER-ADD ALT

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M. MOZO

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M. CHIARIELLO

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SOLAR POWER- OPTION E

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AutoCAD SHX Text 10/21/2024 12:22:19 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S8-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S8-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S8-MARINA.dwg

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HYDROHOIST ADD ALT

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(2) STORAGE SHEDS

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(2) FENCED AREAS

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END OF SECTION 1 -PIN CONNECTION POINT

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ACCESS RAMP

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(2) 600 SF FENCED AREA

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END OF SECTION 2

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FENCED AREA FOR GENERATOR, CONTAINMENT MATERIALS, ATONS, ETC.

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SIDE ELEVATION - SECTIONS 1 & 2

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FRONT ELEVATION - SECTION 2

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FRONT ELEVATION - SECTION 1

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(2) - 320 SF STORAGE SHEDS

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SECTION 1 ROOF & FRAMING OPTION

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SECTION 1 18,564 SF ROOF & ASSOCIATED FRAMING OPTION

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SECTION 2 11,880 SF ROOF & ASSOCIATED FRAMING OPTION

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SECTION 2 ROOF & FRAMING OPTION

AutoCAD SHX Text 10/21/24

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PLAN VIEW - STORAGE BUILDINGS

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PLAN VIEW - FENCED AREAS

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ROOF LINE

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OUTSIDE SHED WALL

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4' X 7' ROLLUP DOOR

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VENTILATION LOUVERS

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M. MOZO

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M. CHIARIELLO

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M. CHIARIELLO

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WAHWEAP GOVERNMENT DOCK

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ELEVATIONS

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STRUCTURES

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GENERATOR COVER

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SINGLE ENTRY DOOR

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NPS GOVERNMENT DOCK

TITLE OF DRAWING

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SUB SHEET NO.

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DESIGNED:

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CADD:

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TECH. REVIEW:

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DATE:

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GLEN CANYON NATIONAL RECREATION AREA

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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OF

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AutoCAD SHX Text 210865

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AutoCAD SHX Text 194757

AutoCAD SHX Text 10/21/2024 12:19:00 PM C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S9-MARINA.dwg C:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S9-MARINA.dwgC:\pw_workdir\den003\hailey.olguin@jacobs.com\d1482941\WAH-S9-MARINA.dwg

AutoCAD SHX Text NOTES 1. ALL ACCESSORIES ARE SUBJECT TO "BUY AMERICAN" PROVISIONS. ALL ACCESSORIES ARE SUBJECT TO "BUY AMERICAN" PROVISIONS. 2. CHAIN LINK FENCE SHALL BE INDUSTRIAL 9 GAGE GALVANIZED FABRIC WITH A CHAIN LINK FENCE SHALL BE INDUSTRIAL 9 GAGE GALVANIZED FABRIC WITH A HORIZONTAL BRACE. 3. ALUMINUM FENCE SHALL BE 6063 T5 ALLOY WITH A MINIMUM YIELD STRENGTH OF ALUMINUM FENCE SHALL BE 6063 T5 ALLOY WITH A MINIMUM YIELD STRENGTH OF 35,000 PSI WITH A WHITE POWDERCOAT FINISH. FASTENERS SHALL BE SS, COATED TO MATCH THE FENCE. 4. LADDER SHALL BE PRE-FABRICATED FROM 6063 T5 OR T6 MARINE GRADE LADDER SHALL BE PRE-FABRICATED FROM 6063 T5 OR T6 MARINE GRADE ALUMINUM AND SHALL HAVE A 500 LB CAPACITY. 5. LIFE RING STATION SHALL INCLUDE A 30" DIAMETER US COAST GUARD TYPE IV LIFE RING STATION SHALL INCLUDE A 30" DIAMETER US COAST GUARD TYPE IV LIFE RING AND THROW LINE THAT MEETS THE REQUIREMENTS OF SOLAS 74/83 REGULATIONS. 6. DOCK CLEATS SHALL BE CONSTRUCTED OF SOLID TYPE 316 MARINE GRADE DOCK CLEATS SHALL BE CONSTRUCTED OF SOLID TYPE 316 MARINE GRADE STAINLESS STEEL.

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ELEVATION VIEW - CHAIN LINK FENCE

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LIFERING & FIRE EXTINGUISHERS

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FRONT & SIDE ELEVATION - SAFETY LADDER

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AutoCAD SHX Text 10/21/24

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ELEVATION VIEW - ALUMINUM ENTRY FENCE

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MCHIARIELLO

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MCHIARIELLO

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MMOZO

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METAL SIGNAGE

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SS DOOR LATCH WITH DEADBOLT

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FORK LATCH CLOSURE - PADLOCK CAPABLE

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12" SS CLEAT

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DOUBLE-DOOR GATE

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SURFACE MOUNTED FENCE POSTS

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SURFACE MOUNTED FENCE POSTS

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MISCELLANEOUS DETAILS

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STRUCTURES

WAHWEAP GOVERNMENT DOCK

Sheets and Views
G0-COVER

File details come from the government source that posted it. Updated .