B08_Att_02_GLCAAntelopePoint-Plans-SD-Final_241003_0001.pdf

14 MB Posted

Attached to
GLCA 318876 Low Water Access Ramp at Antelope Poin
Solicitation number
140P2025R0021
Issued by

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These engineering design documents detail the Antelope Point Launch Ramp project for Glen Canyon National Recreation Area, focusing on constructing a boat launch facility at Lake Powell. The comprehensive plans include detailed site maps, topographical layouts, parking area designs, and structural specifications for the launch ramp. Key design elements include a launch ramp with parking areas, marina infrastructure, and considerations for water level variations, with the project situated near Navajo Nation property boundaries. The technical drawings specify precise measurements, elevation profiles, concrete panel configurations, expansion joint details, and construction methodologies, with design water levels at +3,450 feet and high water levels at +3,700 feet. The project encompasses multiple interconnected components including parking areas, access roads, potential waste and staging areas, and specific geometric and structural layouts to accommodate boat launching operations in the challenging terrain of Glen Canyon.

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ANTELOPE POINT MARINA

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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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TITLE OF DRAWING

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SCHEMATIC DESIGN

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PMIS NO.: 318876

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QUALITY DESIGN CERTIFICATION

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OR

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OR

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REVISION

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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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LOW WATER RAMPS

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AutoCAD SHX Text GLEN CANYON NATIONAL RECREATION AREA IDENTIFICATION OF LOCATIONS FOR LAUNCH RAMPS IN LAKE POWELL ANTELOPE POINT LAUNCH RAMPANTELOPE POINT LAUNCH RAMP

AutoCAD SHX Text INDEX SUB SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET TITLE OF SHEET 1 COVER SHEET COVER SHEET 2 G1 ANTELOPE POINT RAMP OVERALL PROJECT SITE PLAN G1 ANTELOPE POINT RAMP OVERALL PROJECT SITE PLAN ANTELOPE POINT RAMP OVERALL PROJECT SITE PLAN 3 G2 GEOMETRIC LAYOUT G2 GEOMETRIC LAYOUT GEOMETRIC LAYOUT 4 G3 APE BOUNDARY G3 APE BOUNDARY APE BOUNDARY 5 G4 GENERAL ABBREVIATIONS AND LEGEND G4 GENERAL ABBREVIATIONS AND LEGEND GENERAL ABBREVIATIONS AND LEGEND 6 C1 ANTELOPE LAUNCH RAMP PARKING AREA PLAN C1 ANTELOPE LAUNCH RAMP PARKING AREA PLAN ANTELOPE LAUNCH RAMP PARKING AREA PLAN 7 C2 ANTELOPE LAUNCH RAMP PARKING AREA PROFILE C2 ANTELOPE LAUNCH RAMP PARKING AREA PROFILE ANTELOPE LAUNCH RAMP PARKING AREA PROFILE 8 C3 ANTELOPE LAUNCH RAMP PASSENGER PARKING AREA C3 ANTELOPE LAUNCH RAMP PASSENGER PARKING AREA ANTELOPE LAUNCH RAMP PASSENGER PARKING AREA 9 S1 LAUNCH RAMP PLAN S1 LAUNCH RAMP PLAN LAUNCH RAMP PLAN 10 S2 LAUNCH RAMP PROFILE S2 LAUNCH RAMP PROFILE LAUNCH RAMP PROFILE 11 S3 LAUNCH RAMP LAYOUT AND SECTION S3 LAUNCH RAMP LAYOUT AND SECTION LAUNCH RAMP LAYOUT AND SECTION 12 S4 TYPICAL LAUNCH RAMP LAYOUT AND SECTION S4 TYPICAL LAUNCH RAMP LAYOUT AND SECTION TYPICAL LAUNCH RAMP LAYOUT AND SECTION 13-14 S5-S6 LAUNCH RAMP DETAILSS5-S6 LAUNCH RAMP DETAILSLAUNCH RAMP DETAILS

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LAKE POWELL

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PROJECT LOCATION

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PMIS/PKG NO.

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DRAWING NO.

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OF

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NOT FOR CONSTRUCTION

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ANTELOPE ROAD

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HWY-98

PAGE

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ANTELOPE ROAD

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0.8 MILES TO PARK ENTRANCE AND FEE BOOTH

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LAKE POWELL

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DESIGNED:

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GLEN CANYON NATIONAL RECREATION AREA

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NPS/NAVAJO NATION BOUNDARY

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FEE BOOTH

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HIGH WATER LEVEL +3700 FT

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BEACH FRONT ROAD

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MARINA PARKWAY

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ANTELOPE POINT MARINA

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ANTELOPE POINT MARINA & RV PARK

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DESIGN WATER LEVEL +3450 FT

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PARKING AREA

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ANTELOPE LAUNCH RAMP

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OVERALL PROJECT SITE MAP

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AutoCAD SHX Text FOR INFORMATION ONLY COORDINATE SYSTEM: UNIVERSAL TRANSVERSE MERCATOR ZONE 12N (UTM 12N) DATUM: NORTH AMERICAN DATUM OF 1983 2011 ADJUSTMENT (NAD83(2011)) VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88 GEOID 18B) UNITS: US SURVEY FEET

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GEOMETRIC LAYOUT

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MNPT / SET MAG

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MNPT / SET MAG

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POINT ID

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NORTHING

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EASTING

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ELEVATION

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DESCRIPTION

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MNDK / FND MAG AND TAG

POINTS 700 AND 7001 ARE NOT SHOWN IN THIS SHEET.

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GLEN CANYON NATIONAL RECREATION AREA

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HIGH WATER LEVEL +3700 FT

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DESIGN WATER LEVEL +3450 FT

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APE BOUNDARY

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NORTH

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NAD 83

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ABBREVIATIONS

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 CON CONTRACTOR CONTRACTOR 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 DHW DESIGN HIGH WATER DESIGN HIGH WATER 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 TG TOP OF GRATE (CATCH BASIN) TOP OF GRATE (CATCH BASIN) 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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NOT FOR CONSTRUCTION

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CUT\FILL LINE

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NATIONAL PARKS BOUNDARY

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APE BOUNDARY

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FLOW DIRECTION

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HIGH WATER LEVEL +3700 FT

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DESIGN WATER LEVEL +3450 FT

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BERM

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LEGEND

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DITCH FLOWLINE

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AND LEGEND

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ANTELOPE LAUNCH RAMP

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CIVIL

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ANTELOPE

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END CONCRETE RAMP BEGIN ASPHALT RAMP ACCESS STA. 1027+57.121027+57.12

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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ANTELOPE ROAD

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AutoCAD SHX Text 10/2/2024 6:18:59 PM C:\pw_workdir\den003\ch2mhill_hmorton\d1482911\318876_C2_Pln.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482911\318876_C2_Pln.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482911\318876_C2_Pln.dwg

AutoCAD SHX Text 10/2/24

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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 318876

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NOT FOR CONSTRUCTION

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AutoCAD SHX Text 194758

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ANTELOPE LAUNCH RAMP

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PARKING AREA PROFILE

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A. REID

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H. MORTON

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A. SWAFFORD

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CIVIL

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EXISTING GROUND

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PROPOSED GRADE

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EXISTING GROUND

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PROPOSED GRADE

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END CONCRETE RAMP

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BEGIN ASPHALT RAMP ACCESS

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SEE SHEET S2 FOR RAMP PROFILE

AutoCAD SHX Text 2.00%

AutoCAD SHX Text 1036+25.00

POTENTIAL CULVERT LOCATION

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AutoCAD SHX Text 50'

AutoCAD SHX Text 10/3/2024 11:18:13 AM C:\pw_workdir\den003\ch2mhill_hmorton\d1482911\318876_C2_Pln.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482911\318876_C2_Pln.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482911\318876_C2_Pln.dwg

AutoCAD SHX Text 10/3/24

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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 318876

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NOT FOR CONSTRUCTION

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AutoCAD SHX Text 194758

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ANTELOPE LAUNCH RAMP

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PASSENGER PARKING AREA

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A. REID

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H. MORTON

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A. SWAFFORD

AutoCAD SHX Text C3

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CIVIL

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ANTELOPE

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ANTELOPE ROAD

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AQUATIC INVASIVE SPECIES CHECKPOINT

AutoCAD SHX Text NOTES 1. 10X20 STALLS FOR REGULAR 10X20 STALLS FOR REGULAR (AASHTO P) 2. 20' DRIVE AISLE 20' DRIVE AISLE 3. 52 REGULAR SPACES 52 REGULAR SPACES 4. 6 ADA SPACES6 ADA SPACES

18" HIGH BERM WITH 1:3 SIDE SLOPE AND 2' TOP

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SCALE OF FEET

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AutoCAD SHX Text 1" = 100'

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TRUE NORTH

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PROJECT NORTH

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RAMP BOTTOM STA 1003+28.50 EL 3445 FT

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RAMP TOP STA 1027+57.12 EL 3700 FT

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DESIGN WATER LEVEL +3450 FT

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HIGH WATER LEVEL +3700 FT

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1:1 ROCK CUT SLOPE (TYP)

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PROPERTY BOUNDARY

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NPS PROPERTY

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NAVAJO NATION PROPERTY

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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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NOT FOR CONSTRUCTION

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AutoCAD SHX Text 194758

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ANTELOPE POINT LAUNCH RAMP

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LAUNCH RAMP PLAN

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A. REID

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H. MORTON

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B. MADSEN

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STRUCTURAL

AutoCAD SHX Text 10/3/2024 11:20:02 AM C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S1_Pln.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S1_Pln.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S1_Pln.dwg

AutoCAD SHX Text 10/3/24

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18" HIGH BERM WITH 1:3 SIDE SLOPES AND 2' TOP

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18" DEEP DITCH WITH 2' BOTTOM AND 1:3 SIDE SLOPES

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ANTELOPE ROAD

RIPRAP

TOP OF RAMP

AutoCAD SHX Text 1003+18.54

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BOTTOM OF RAMP 1003+28.50

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EL 3445.000

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EL 3444.801

AutoCAD SHX Text 10/2/2024 3:48:37 PM C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S2_Pro.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S2_Pro.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S2_Pro.dwg

AutoCAD SHX Text 10/2/24

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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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NOT FOR CONSTRUCTION

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ANTELOPE POINT LAUNCH RAMP

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LAUNCH RAMP PROFILE

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A. REID

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H. MORTON

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B. MADSEN

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STRUCTURAL

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SCALE OF FEET

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VERTICAL

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SCALE OF FEET

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HORIZONTAL

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EXISTING GRADE

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PROPOSED GRADE AT OF RAMP

3590 APPROXIMATE LOCATION OF TRANSITION FROM CIP CONCRETE TO PRECAST, CONTRACTOR SHALL DETERMINE FINAL LOCATION, SEE DETAIL 1 ON SHEET S6.

100'-0"

AutoCAD SHX Text 100'-0"

AutoCAD SHX Text 28'-6 13/16"

AutoCAD SHX Text 28'-6 13/16"

AutoCAD SHX Text

(DIAGONAL DISTANCE)

AutoCAD SHX Text 10/3/2024 1:14:13 PM C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S3-S4_Lay.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S3-S4_Lay.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S3-S4_Lay.dwg

AutoCAD SHX Text 10/3/24

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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 318876

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NOT FOR CONSTRUCTION

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ANTELOPE POINT LAUNCH RAMP

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LAUNCH RAMP LAYOUT

AutoCAD SHX Text J. McRAE

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H. MORTON

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B. MADSEN

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STRUCTURAL

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TRUE NORTH

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PROJECT NORTH

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SCALE OF FEET

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AutoCAD SHX Text 1" = 100'

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RAMP LAYOUT

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SCALE: 1"=100'

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AutoCAD SHX Text S4

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EDGE BEAM (TYP)

AutoCAD SHX Text NOTES 1. THE RAMP HORIZONTAL LENGTH IS BASED ON A SLOPE OF 10.5%. THE RAMP HORIZONTAL LENGTH IS BASED ON A SLOPE OF 10.5%. 2. RAMP TOP IS 3700 FEET (DHW) AND RAMP TOE IS 3445 FEET (DWL). RAMP TOP IS 3700 FEET (DHW) AND RAMP TOE IS 3445 FEET (DWL). 3. RAMP TOE ELEVATION OF +3445 FEET IS 5 FEET BELOW DESIGN WATER LEVEL (DWL) RAMP TOE ELEVATION OF +3445 FEET IS 5 FEET BELOW DESIGN WATER LEVEL (DWL) DWL) ) WHICH PROVIDES APPROXIMATELY 47 FEET OF RAMP BELOW DWL FOR LAUNCHING DWL FOR LAUNCHING FOR LAUNCHING VESSELS. 4. CONTROL JOINTS SHALL BE PLACED EVERY 10 FEET O.C. IN BOTH DIRECTIONS. CONTROL JOINTS SHALL BE PLACED EVERY 10 FEET O.C. IN BOTH DIRECTIONS. 5. IN-WATER CONCRETE SHALL BE PRECAST PANEL AND OUT OF WATER SHALL BE CAST IN-WATER CONCRETE SHALL BE PRECAST PANEL AND OUT OF WATER SHALL BE CAST IN PLACE.

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AutoCAD SHX Text S6

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EXPANSION JOINT

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GRADE BEAM

LEGEND

10/3/2024 1:13:38 PM C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S3-S4_Lay.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S3-S4_Lay.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S3-S4_Lay.dwg

AutoCAD SHX Text 10/3/24

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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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NOT FOR CONSTRUCTION

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ANTELOPE POINT LAUNCH RAMP

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TYPICAL LAUNCH RAMP

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LAYOUT AND SECTION

AutoCAD SHX Text J. McRAE

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H. MORTON

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B. MADSEN

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STRUCTURAL

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RAMP/GRADE BEAM

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1' WIDE CONCRETE GRADE BEAM BOTH DIRECTIONS (TYP)

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EXPANSION JOINT BOTH DIRECTIONS (TYP)

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1' WIDE CONCRETE EDGE BEAM (TYP)

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DETAIL

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SCALE: 1"=20'

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SCALE OF FEET

AutoCAD SHX Text 1" = 20'

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TYPICAL SECTION

AutoCAD SHX Text A

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SCALE: 1/8"=1'-0"

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AutoCAD SHX Text S5

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SCALE OF FEET

AutoCAD SHX Text 1/8" = 1'-0"

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8" THICK CONCRETE SLAB OR PRECAST PLANK

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CONCRETE CURB AND GUTTER LINE

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6" CRUSHED STONE

AutoCAD SHX Text NOTES 1. THE RAMP HORIZONTAL LENGTH IS BASED ON A SLOPE OF 10.5%. THE RAMP HORIZONTAL LENGTH IS BASED ON A SLOPE OF 10.5%. HORIZONTAL LENGTH IS BASED ON A SLOPE OF 10.5%. LENGTH IS BASED ON A SLOPE OF 10.5%. 2. RAMP TOP IS 3700 FEET (DHW) AND RAMP TOE IS 3445 FEET (DWL). RAMP TOP IS 3700 FEET (DHW) AND RAMP TOE IS 3445 FEET (DWL). 3. RAMP TOE ELEVATION OF +3445 FEET IS 5 FEET BELOW DESIGN WATER LEVEL (DWL) RAMP TOE ELEVATION OF +3445 FEET IS 5 FEET BELOW DESIGN WATER LEVEL (DWL) WHICH PROVIDES APPROXIMATELY 47 FEET OF RAMP BELOW DWL FOR LAUNCHING VESSELS. 4. CONTROL JOINTS SHALL BE PLACED EVERY 10 FEET O.C. IN BOTH DIRECTIONS. CONTROL JOINTS SHALL BE PLACED EVERY 10 FEET O.C. IN BOTH DIRECTIONS. 5. RAMP SHALL HAVE GROOVES CUT INTO THE SURFACE TO PROVIDE TRACTION. GROOVES SHALL BE SPACED EVERY 6" AND SHALL BE 1/4" DEEP.

AutoCAD SHX Text 1:1

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SLAB REINFORCING STEEL #6 REBAR, 10" OC, EW

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(TYP)

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(TYP)

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(TYP)

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GRADE BEAM

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GRADE BEAM

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(TYP)

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(TYP)

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GRADE BEAM

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EXPANSION JOINT (TYP)

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SLOPE

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EXPANSION JOINT (TYP)

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EXPANSION JOINT (TYP)

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SLOPE

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EXPANSION JOINT

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GRADE BEAM

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LEGEND

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S5

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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NOT FOR CONSTRUCTION

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CONTINUOUS #6 BARS (TYP) 4 PLACES PROVIDE 2" MIN. COVER

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DETAIL OF ANCHOR LOOP

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NTS

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45°(TYP)

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#6 REBAR

AutoCAD SHX Text NOTE: PLACE FLUSH ANCHOR LOOPS AT 50' INTERVALS ON BOTH SIDES OF RAMP. BEND REBAR TO SHAPE SHOWN

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SECTION

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NTS

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TRANSVERSE AND LONGITUDINAL

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NTS

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CONTROL JOINT DETAIL

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TRANSVERSE AND LONGITUDINAL

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NTS

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EXPANSION JOINT DETAIL

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JOINT SEALER

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1" PVC PIPE WITHDUCT TAPE ON END

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DOWEL PAINTED AND GREASED

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FORMED OR TOOLED GROOVE WITH JOINT SEALER

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3/4" SMOOTH STEELDOWELS 1'-4" LONG, 1'-6" O.C.

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PAINTED AND GREASED

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TRANSVERSE AND LONGITUDINAL

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NTS

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CONSTRUCTION JOINT DETAIL

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FILTER FABRIC

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#6 REBAR CONT. BETWEEN EXP. JOINTS (TOP AND BOTTOM)

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6" CRUSHED STONE

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SIDES OF RAMP

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NTS

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FORMED OR TOOLED GROOVE WITH JOINT SEALER

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3/4" SMOOTH STEELDOWELS 1'-4" LONG, 1'-6" O.C.

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45°(TYP)

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3/8" PREMOLDED FILLER

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EDGE BEAMS - PLAN VIEW

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NTS

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EXPANSION JOINT BETWEEN THE

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SECTION

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NTS

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DOWEL PAINTED AND GREASED

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JOINT SEALER

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1" PVC PIPE WITH DUCTTAPE ON END (TYP)

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3/8" PREMOLDED FILLER

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3/8" PREMOLDED FILLER

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1" PVC PIPE WITH DUCTTAPE ON END (TYP)

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PERIMETER GRADE BEAM

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#4 STIRRUPS SPACED @ 10"

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3/4" SMOOTH STEELDOWELS 1'-4" LONG

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3/4" SMOOTHSTEEL DOWELS 1'-4" LONG

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ANTELOPE POINT LAUNCH RAMP

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RAMP TYPICAL DETAILS

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SHEET 1 OF 2

AutoCAD SHX Text J. McRAE

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E. FLORES

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B. MADSEN

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STRUCTURAL

AutoCAD SHX Text 10/3/2024 4:00:08 PM C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S5-Det.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S5-Det.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S5-Det.dwg

AutoCAD SHX Text 10/3/24

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EXPANSION JOINT

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DOWEL PAINTED AND GREASED

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TOP OF RAMP

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NTS

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SCALE OF FEET

AutoCAD SHX Text 1"=1'-0"

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EXISTING ROCK CUT AS NECESSARY

AutoCAD SHX Text 1:1

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TYPICAL CUT SLOPES IN ROCK

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SLOPE

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3:1 SIDE SLOPES

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CENTER BEAM DETAIL

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SCALE: 1"=1'-0"

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#6 REBAR CONT. BETWEEN EXP. JOINTS (TOP AND BOTTOM)

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6" CRUSHED STONE

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#4 STIRRUPS SPACED @ 10"

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RAMP SLAB REBAR NOT SHOWN FOR CLARITY

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#6 REBAR CONT. BETWEEN EXP. JOINTS (TOP AND BOTTOM)

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6" CRUSHED STONE

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#4 STIRRUPS SPACED @ 10"

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EXISTING ROCK CUT AS NECESSARY

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RAMP GRADE

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SLOPE

ASPHALT PAVEMENT, SEE ASPHALT PAVEMENT STRUCTURAL SECTION ON SHEET C1

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 318876

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NOT FOR CONSTRUCTION

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RAMP SECTION FOR PRECAST PANELS

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NTS

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8" THICK PRECAST CONCRETE PANELS

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CONCRETE GRAVITY BLOCK

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CONCRETE GRAVITY BLOCK

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6" MIN. OF CRUSHED STONE

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RIPRAP TOE

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CONCRETE GRAVITY BLOCK AT BOTTOM END OF BOAT RAMP

AutoCAD SHX Text 3:1

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STEEL END STOP AT END OF FRAME

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STEEL STRAP OVER SLAB

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6" OF CRUSHED STONE

AutoCAD SHX Text

RAMP SLOPE 10.5%

AutoCAD SHX Text PRECAST RAMP PANELS WITH TONGUE AND GROOVE INTERLOCKS BY PRECAST ENGINEER, 8-INCH MIN. THICKNESS. PLACE WITH TIGHT JOINTS BEGINNING AT BOTTOM END STOP AND WORKING UPSLOPE

AutoCAD SHX Text

#6 @ 12", EW

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24" CONCRETE CUTOFF

AutoCAD SHX Text

CONCRETE CAST-IN-PLACE CLOSURE SECTION

AutoCAD SHX Text

START CIP SLAB

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CAST-IN-PLACE SLAB

AutoCAD SHX Text 1" DIA x 1'-8" HEADED ADHESIVE ANCHOR, GALV. @ 2'-0" EMBED TO EXISTING SLAB

AutoCAD SHX Text

LAKE LEVEL AT TIME OF CONSTRUCTION (VARIES)

AutoCAD SHX Text

PROFILE OF PRECAST PANELS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NTS

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

6" OF CRUSHED STONE

AutoCAD SHX Text

ANTELOPE POINT LAUNCH RAMP

AutoCAD SHX Text

RAMP TYPICAL DETAILS

AutoCAD SHX Text

SHEET 2 OF 2

AutoCAD SHX Text J. McRAE

AutoCAD SHX Text

C. MAGUIRE

AutoCAD SHX Text

B. MADSEN

AutoCAD SHX Text S6

AutoCAD SHX Text

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text 10/3/2024 1:19:14 PM C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S6-Det.dwg C:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S6-Det.dwgC:\pw_workdir\den003\ch2mhill_hmorton\d1482917\318876-S6-Det.dwg

AutoCAD SHX Text 10/3/24

AutoCAD SHX Text 2%

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 1:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text 2%

SLOPE

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