A06_40556700_GRTE_219434_11x17_Jackson_Lake_Dam_Final_CD.pdf

PDF 11 MB Posted Dec 15, 2021

Attached to: Snake River Ramp Construction Phase 2 Federal contract opportunity
Solicitation number: 140P1421R0014
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract solicitation for construction services. The Snake River Ramp Construction Phase 2 opportunity issued by the National Park Service Intermountain Region involves building a river boat launch and parking area at the Jackson Lake Dam in Grand Teton National Park. Key details include a total small business set-aside with a NAICS code of 237310 and size standard of $39.5 million. Bonds are required and the contract is estimated between $1 and $2 million to be completed by June 30, 2022. The solicitation follows FAR guidelines and Davis Bacon wage rates apply. Interested parties must register in SAM and have current online representations and certifications to be considered for award. Questions regarding this opportunity must be submitted in writing by a specified date prior to offers due.

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Other files for this federal contract opportunity

Other files attached to Snake River Ramp Construction Phase 2, newest first.
File	Type	Posted
Amendment_2_JLD_-_boulder_quantity_and_size-compressed_0002.pdf	PDF	Jan 11, 2022
Sol_140P1421R0014_Amd_0002.pdf	PDF	Jan 11, 2022
Amendment_2_L11-L15_-_JACKSON_LAKE_DAM_LANDSCAPE_DETAILS-L14_0002.pdf	PDF	Jan 11, 2022
Amendment_2_Questions_and_Answers_0002.docx	DOCX document	Jan 11, 2022
Amendment_2_Pac_Cr__DEQ_Permit_0002.pdf	PDF	Jan 11, 2022
Sol_140P1421R0014_Amd_0001.pdf	PDF	Jan 6, 2022
Amendment_1_Update_Teton_County_WY20210033_Heavy_12242021_0001.pdf	PDF	Jan 6, 2022
Amendment_1_Questions_and_Answers_0001.docx	DOCX document	Jan 6, 2022
B08_40556700_Attachment_8_Past_Performance_Questionnaire.docx	DOCX document	Dec 15, 2021
A06_40556700_GRTE_JLD_Compiled_Specifications.pdf	PDF	Dec 15, 2021
B08_40556700_Attachment_9_Project_Experience_Form.docx	DOCX document	Dec 15, 2021
B08_40556700_Attachment_7_Limitation_on_Subcontracting_Report.xlsx	XLSX spreadsheet	Dec 15, 2021
B08_40556700_Attachment_6_General_References.pdf	PDF	Dec 15, 2021
B03_40556700_Teton_County_WY20210033_Heavy.pdf	PDF	Dec 15, 2021
Sol_140P1421R0014.pdf	PDF	Dec 15, 2021
B08_40556700_Attachment_4_20181112_Jackson_Lake_Dam_Geotech.pdf	PDF	Dec 15, 2021
B08_40556700_Attachment_5_GRTE_219434_Schedule_of_Values_Sample_Template.xlsx	XLSX spreadsheet	Dec 15, 2021

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JACKSON

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KELLY

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GROS VENTRE

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AIRPORT

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MOOSE

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COLTER BAY

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JUNCTION

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JACKSON

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LAKE

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LODGE

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MT. MORAN

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SOUTH TETON

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MT. HUNT

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GRAND

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TETON

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MIDDLE

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TETON

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OWEN

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RIVER

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SIGNAL

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JOHN D.

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ROCKEFELLER, JR.

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MEMORIAL

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PARKWAY

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TO ROCK SPRINGS

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IDAHO FALLS,

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PARK

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NATIONAL

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TETON

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LEIGH

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POWELL

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WYOMING

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MONTANA

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WYOMING

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LANDER

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MONTANA

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NATIONAL PARK

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NATIONAL PARK

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JOHN D. ROCKEFELLER,JR.

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MEMORIAL PARKWAY

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CAMPGROUND

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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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RIVER

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HQ.

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STATE LINE

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UNPAVED ROAD

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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GRAND TETON NATIONAL PARK

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SCALE OF KILOMETERS

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SCALE OF MILES

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SCALE OF MILES

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BASIC DATA:

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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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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TETON

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WYOMING

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PKG.

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NO.

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DRAWING NO.

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GRAND TETON NATIONAL PARK

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INTERMOUNTAIN

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NORTHWESTERN

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WYOMING

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USGS TOPO MAP; REVISED & REDRAWN 8/93. UPDATED 11/98. SGS.

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SNAKE RIVER LAUNCH RAMPS

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JACKSON LAKE DAM

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DRAFT 100% CONSTRUCTION DOCS

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JACKSON LAKE DAM

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COVER

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LEGEND & GENERAL NOTES

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EXISTING CONDITIONS OVERVIEW

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EXISTING CONDITIONS RIVER SIDE

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EXISTING CONDITIONS NORTH PARKING

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EXISTING CONDITIONS DAM SOUTH

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SITE LAYOUT POINTS

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CONSTRUCTION PHASING PLAN

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DEMOLITION & SITE PREP RIVER SIDE

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DEMOLITION & SITE PREP NORTH PARKING

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DEMOLITION & SITE PREP DAM SOUTH

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PROPOSED CONDITIONS RIVER SIDE

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PROPOSED CONDITIONS NORTH PARKING

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PROPOSED CONDITIONS DAM SOUTH

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PROPOSED GRADING RIVER SIDE

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PROPOSED GRADING NORTH PARKING

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LAUNCH RAMP PLAN AND PROFILE

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SIGNAGE & STRIPING RIVERSIDE

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SIGNAGE & STRIPING NORTH PARKING

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SIGNAGE & STRIPING DAM SOUTH

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PEDESTRIAN DETAILS

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SIDEWALK & SITE DETAILS

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ROAD AND CURB DETAILS

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RAMP & SITE DETAILS

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STRIPING DETAILS

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SIGNAGE DETAILS

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LANDSCAPE OVERALL SITE PLAN

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NORTH PARKING TREE PROTECTION & REMOVAL PLAN

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RIVER SIDE LANDSCAPE SITE PLAN

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RIVER OVERLOOK

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LOWER FISHING PLATFORM

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UPPER FISHING PLATFORM

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DISCOVERY AREA PLATFORM

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HAND CARRY AND FISHING PLATFORM ACCESS

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NORTH PARKING LANDSCAPE PLAN

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NORTH PARKING LANDSCAPE PLAN ENLARGEMENT

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LANDSCAPE DETAILS

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PICNIC TABLE DETAILS

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BENCH DETAIL

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FENCE & BIKE RACK DETAILS

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ROOT BARRIER DETAILS

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QUALITY DESIGN CERTIFICATION

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REVISION

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A/E FIRM - JORGENSEN

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CIVIL: JORGENSEN JACKSON, WY

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GEOTECHNICAL ENG:

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STRUCTURAL/SURVEY: JORGENSEN JACKSON, WY

JORGENSEN GEOTECHNICAL, LLC. JACKSON, WY

O O O O O O

EXISTING

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PROPOSED

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MAJOR CONTOURS

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MINOR CONTOURS

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TRAIL

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CORRUGATED METAL PIPE

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DRAINAGE

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LIMITS OF DISTURBANCE

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CONCRETE AREA

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GRAVEL SURFACE

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CONCRETE CURB

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LINE TYPE LEGEND:

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REVEGETATE AREA

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HOT MIX ASPHALT

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WETLAND

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GUARDRAIL

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SILT FENCE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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LEGEND AND

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GENERAL NOTES

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

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1. THE ORIGINAL TOPOGRAPHIC SURVEY WAS COMPLETED IN THE FALL OF 2017 WITH SUPPLEMENTARY INFORMATION MAPPED IN THE ORIGINAL TOPOGRAPHIC SURVEY WAS COMPLETED IN THE FALL OF 2017 WITH SUPPLEMENTARY INFORMATION MAPPED IN THE SUMMER OF 2019 BY JORGENSEN ASSOCIATES, INC. 2. LOCATIONS OF UTILITIES DEPICTED HEREIN ARE LIMITED TO VISIBLE STRUCTURES COLLECTED DURING THE TOPOGRAPHIC SURVEY. LOCATIONS OF UTILITIES DEPICTED HEREIN ARE LIMITED TO VISIBLE STRUCTURES COLLECTED DURING THE TOPOGRAPHIC SURVEY. UTILITY SIZE/TYPES/AND LOCATIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND BASED ON THE BEST INFORMATION AVAILABLE TO THE ENGINEER. ENGINEER DOES NOT WARRANT THE ACCURACY NOR COMPLETENESS OF THE INFORMATION SHOWN FOR EXISTING UTILITIES. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES BEFORE STARTING WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM CONTRACTORS WORK. 3. INTERPRETIVE ELEMENTS DEPICTED IN THESE CONSTRUCTION DOCUMENTS FOR REFERENCE ONLY. THE CONSTRUCTION & INTERPRETIVE ELEMENTS DEPICTED IN THESE CONSTRUCTION DOCUMENTS FOR REFERENCE ONLY. THE CONSTRUCTION & INSTALLATION OF THESE FEATURES ARE NIC. 4. ALL CONCRETE SHALL BE 4500 PSI UNLESS OTHERWISE SPECIFIED IN PLANS. SEE SPECIFICATIONS. ALL CONCRETE SHALL BE 4500 PSI UNLESS OTHERWISE SPECIFIED IN PLANS. SEE SPECIFICATIONS. 5. ALL BASE COURSE MATERIAL SHALL BE CRUSHED BASE COURSE OR CRUSHED TOP SURFACING TYPE B GRADE 2 OR 3, OR ALL BASE COURSE MATERIAL SHALL BE CRUSHED BASE COURSE OR CRUSHED TOP SURFACING TYPE B GRADE 2 OR 3, OR APPROVED EQUAL.

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GENERAL NOTES:

AutoCAD SHX Text @ AT AT CENTER LINE CENTER LINE Δ DELTA (ANGLE) DELTA (ANGLE) DIAMETER DIAMETER ' FEET FEET FLOW LINE FLOW LINE " INCHES INCHES - MINUS MINUS # NUMBER NUMBER % PERCENTAGE PERCENTAGE + PLUS PLUS PROPERTY LINE PROPERTY LINE P-LINE P-LINE A AIR AIR AC, ACP ASBESTOS CEMENT (PIPE) ASBESTOS CEMENT (PIPE) AC ASBESTOS CEMENT ASBESTOS CEMENT AC ASPHALT CEMENT CONCRETE ASPHALT CEMENT CONCRETE AE AERIAL TELEPHONE AERIAL TELEPHONE AL ALUMINUM ALUMINUM ARV AIR RELIEF VALVE AIR RELIEF VALVE ASPH ASPHALT ASPHALT AT AERIAL TELEPHONE AERIAL TELEPHONE B&B BALL AND BURLAP BALL AND BURLAP BC BEGINNING OF CURVE BEGINNING OF CURVE BC BOTTOM OF CURB BOTTOM OF CURB BD BEDDING BEDDING BF BACKFILL BACKFILL BLDG BUILDING BUILDING BM BENCHMARK BENCHMARK BOL BEGINNING OF LINE BEGINNING OF LINE BOT BOTTOM BOTTOM BR BRICK BRICK BS BOTTOM OF SLOPE BOTTOM OF SLOPE BS BOTTOM OF STEP BOTTOM OF STEP BVC BEGINNING VERTICAL CURVATURE BEGINNING VERTICAL CURVATURE ATURE BW BOTTOM OF WALL BOTTOM OF WALL C CORD LENGTH CORD LENGTH ORD LENGTH CAL CALIPER CALIPER CATV CABLE TELEVISION CABLE TELEVISION CB CATCH BASIN CATCH BASIN CC CONTROL CABLE CONTROL CABLE CF CUBIC FOOT CUBIC FOOT CI CAST IRON CAST IRON CIP CAST IRON PIPE CAST IRON PIPE CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CLG CEILING CEILING CLR CLEARANCE CLEARANCE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO CLEANOUT CLEANOUT CONC CONCRETE CONCRETE CONCRETE CP CORNER POINT CORNER POINT RNER POINT POINT CP CATCH POINT CATCH POINT ATCH POINT POINT CS COMBINED SEWER COMBINED SEWER CS COMFORT STATION COMFORT STATION CSP CORRUGATED STEEL PIPE CORRUGATED STEEL PIPE CU COPPER COPPER CV CURBSTOP VALVE CURBSTOP VALVE CY CUBIC YARDS CUBIC YARDS D DELTA (ANGLE) DELTA (ANGLE) DBH DIAMETER BREAST HEIGHT DIAMETER BREAST HEIGHT DC DEGREE OF CURVE DEGREE OF CURVE DET DETAIL DETAIL DI DROP INLET DROP INLET DI DUCTILE IRON DUCTILE IRON DIA DIAMETER DIAMETER DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DR DRAIN DRAIN E EAST EAST E ELECTRIC ELECTRIC EA EACH EACH EC END OF CURVE END OF CURVE EJ EXPANSION JOINT EXPANSION JOINT EL ELEVATION ELEVATION EOL END OF LINE END OF LINE EP EDGE OF PAVEMENT EDGE OF PAVEMENT ER EDGE OF ROAD EDGE OF ROAD ES EDGE OF SHOULDER EDGE OF SHOULDER EVC END OF VERTICAL CURVATURE END OF VERTICAL CURVATURE EW EACH WAY EACH WAY EXIST EXISTING EXISTING FDN FOUNDATION FOUNDATION FF FINISHED FLOOR (ELEVATION) FINISHED FLOOR (ELEVATION) (ELEVATION) FH FIRE HYDRANT FIRE HYDRANT FL FLOW LINE FLOW LINE FM FORCE MAIN FORCE MAIN FT FOOT, FEET FOOT, FEET G GAS GAS GA GAGE GAGE GAL GALLON GALLON GALV GALVANIZED GALVANIZED GLL GRADING LIMIT LINE GRADING LIMIT LINE GRTE GRAND TETON NATIONAL PARK GRAND TETON NATIONAL PARK GPH GALLONS PER HOUR GALLONS PER HOUR GPM GALLONS PER MINUTE GALLONS PER MINUTE GS GALVANIZED STEEL GALVANIZED STEEL GSP GALVANIZED STEEL PIPE GALVANIZED STEEL PIPE GV GATE VALVE GATE VALVE HB HOSE BIBB HOSE BIBB HH HANDHOLE HANDHOLE HP HIGH POINT HIGH POINT HP HINGE POINT HINGE POINT HORIZ HORIZONTAL HORIZONTAL IN INCH, INCHES INCH, INCHES , INCHES ID INSIDE DIAMETER INSIDE DIAMETER INV INVERT INVERT IE INVERT ELEVATION INVERT ELEVATION JLD JACKSON LAKE DAM JACKSON LAKE DAM JT JOINT JOINT L LENGTH LENGTH L LIGHTING LIGHTING LB POUND POUND LC LENGTH OF CURB LENGTH OF CURB LF LINEAR FEET LINEAR FEET LP LOW POINT LOW POINT LPG LIQUID PROPANE GAS LIQUID PROPANE GAS LS LIFT STATION LIFT STATION LT LEFT LEFT M METER METER MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MJ MECHANICAL JOINT MECHANICAL JOINT MO MIDDLE ORDINATE MIDDLE ORDINATE MON MONUMENT MONUMENT N NORTH NORTH NIC NOT IN CONTRACT NOT IN CONTRACT NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTE NOT TO EXCEED NOT TO EXCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OD OUTSIDE DIAMETER OUTSIDE DIAMETER PB POLYBUTYLENE (PIPE) POLYBUTYLENE (PIPE) PC POINT OF CURVATURE POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PE PLAIN END PIPE PLAIN END PIPE PE POLYETHYLENE (PIPE) POLYETHYLENE (PIPE) PED PEDESTAL PEDESTAL PG PROFILE GRADE PROFILE GRADE PI POINT OF INTERSECTION POINT OF INTERSECTION POC POINT ON CURVE POINT ON CURVE POL POINT ON LINE POINT ON LINE POT POINT ON TANGENCY POINT ON TANGENCY PP POWER POLE POWER POLE PRC POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PRV PRESSURE REGULATING VALVE PRESSURE REGULATING VALVE PSP POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH SI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH SQUARE INCH PI POINT OF TANGENCY POINT OF TANGENCY TANGENCY PVC POINT OF VERTICAL CURVATURE POINT OF VERTICAL CURVATURE CURVATURE CURVATURE PVCC POINT OF VERTICAL COMPOUND CURVATURE POINT OF VERTICAL COMPOUND CURVATURE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVRC POINT OF VERTICAL REVERSE CURVATURE POINT OF VERTICAL REVERSE CURVATURE R RADIUS (LENGTH) RADIUS (LENGTH) (LENGTH) RC REINFORCED CONCRETE REINFORCED CONCRETE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REQ'D REQUIRED REQUIRED RP RADIUS POINT RADIUS POINT ROW RIGHT OF WAY RIGHT OF WAY OF WAY OF WAY WAY WAY RT RIGHT RIGHT RW RECLAIMED WATER RECLAIMED WATER S SEWER SEWER S SLOPE SLOPE S SOUTH SOUTH SB SELECT BACKFILL SELECT BACKFILL SCH SCHEDULE SCHEDULE SHT SHEET SHEET SP SIGNAL POLE SIGNAL POLE SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL ST STORM SEWER STORM SEWER STA STATION STATION STL STEEL (POLE) STEEL (POLE) STM STEAM STEAM T TANGENT LENGTH TANGENT LENGTH T TELEPHONE TELEPHONE TRANS TRANSFORMER TRANSFORMER TBC TOP BACK OF CURB TOP BACK OF CURB TC TOP OF CURB TOP OF CURB TS TOP OF SLOPE TOP OF SLOPE TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UE UNDERGROUND ELECTRIC E UNDERGROUND ELECTRIC UNDERGROUND ELECTRIC GROUND ELECTRIC UT UNDERGROUND TELEPHONE UNDERGROUND TELEPHONE V VALVE VALVE VAR VARIES VARIES VC VERTICAL CURVE VERTICAL CURVE VC, VCP VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE VERT VERTICAL VERTICAL VPC VERTICAL POINT OF CURVATURE VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY VERTICAL POINT OF TANGENCY W WATER WATER W WEST WEST W/ WITH WITH WLL WORK LIMIT LINE WORK LIMIT LINE W/O WITHOUT WITHOUT YH YARD HYDRANT YARD HYDRANT

ABBREVIATIONS:

O O O O O O O O O O O O O O O O

SNAKE RIVER

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JACKSON LAKE

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JACKSON LAKE DAM NORTH AREA

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JACKSON LAKE DAM SOUTH AREA

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EXISTING CONDITIONS LEGEND:

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DAM SOUTH: C5, C10, C13, C19

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RIVER SIDE; C3, C8, C11, C14, C17

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NORTH PARKING; C4, C9, C12, C15, C18

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EXISTING CONDITIONS

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OVERVIEW

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C2

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SCALE OF FEET

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%%UCONTROL POINTS

PAVED ACCESS ROAD

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GRAVEL PARKING

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CONCRETE RETAINING WALL

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GUARD RAIL

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ACCESS GATE

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CORRUGATED METAL PIPE 48" DIAMETER INVERT IN = SILTED TOP PIPE IN = 6742.77

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EDGE OF WATER

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SNAKE RIVER

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INVERT OUT = 6738.84

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EXISTING CONDITIONS

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RIVER SIDE

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C3

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SCALE OF FEET

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MONUMENTS

MISC. CONCRETE SLAB

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SOCIAL TRAIL

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GRAVEL PARKING

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VAULT TOILET FF = 6752.92

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GRAVEL PARKING

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CORRUGATED METAL PIPE 12" DIAMETER INVERT IN = 6752.65

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PAVED ACCESS ROAD

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PAVED ACCESS ROAD

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INVERT OUT = 6751.76

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EXISTING CONDITIONS

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NORTH PARKING

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C4

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SCALE OF FEET

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MONUMENTS

PAVED PARKING AREA

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TETON PARK ROAD

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PAVED PARKING AREA

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PAVED DRIVEWAY

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PAVED DRIVEWAY

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EXISTING CONDITIONS

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DAM SOUTH

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C5

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SCALE OF FEET

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MONUMENTS

NOTES

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SITE LAYOUT POINTS

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AREA 1 NORTH PARKING LOT

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AREA 2 SOUTH PARKING LOT AND RIVERBANK

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AREA 3 ROAD AND RAMP

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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CONSTRUCTION PHASING

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PLAN

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C7

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SCALE OF FEET

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CONSTRUCTION PHASING AREA 1: NORTH PARKING LOT THIS AREA WILL BE CLOSED TO THE PUBLIC FROM THE BEGINNING OF THE PROJECT TO MID MAY 2022. IT SHALL BE AVAILABLE TO THE PUBLIC FOR PARKING FROM MID MAY 2022 TO SEPTEMBER 5TH 2022. AREA 2: SOUTH PARKING LOT AND RIVERBANK THIS AREA WILL BE CLOSED TO THE PUBLIC FROM THE BEGINNING OF THE PROJECT TO SPRING 2023. AREA 3: ROAD AND RAMP THIS AREA SHALL BE AVAILABLE TO THE PUBLIC FROM THE BEGINNING OF THE PROJECT TO SEPTEMBER 5TH 2022. IT SHALL BE CLOSED TO THE PUBLIC FROM SEPTEMBER 5TH 2022 TO SPRING 2023. AREA 4: TETON PARK ROAD SOUTH OF DAM (NOT SHOWN) THIS AREA SHALL REMAIN OPEN TO TRAFFIC FOR THE DURATION OF THE PROJECT AND WILL REQUIRE TRAFFIC CONTROL. SCHEDULING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER

SAW CUT ASPHALT ALONG CROWN OF ROAD

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SAW CUT ASPHALT

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REMOVE ASPHALT

AutoCAD SHX Text DEMOLISH OLD BRIDGE ABUTMENT TO A MINIMUM OF 2' BELOW ADJACENT GRADE BURY REMAINING STRUCTURE WITH STONY SOIL MATCHING SURROUNDINGS

AutoCAD SHX Text REMOVE SIGN; TYPICAL SIGNS MAY BE SALVAGED AND REUSED IF APPLICABLE UPON APPROVAL FROM THE CONTRACTING OFFICER

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SAW CUT ASPHALT AT 19' FROM EASTERN EDGE OF PAVEMENT

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DEMOLISH GATE

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DEMOLISH GUARDRAIL

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SILT FENCE PER DETAIL 4/C21

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CONSTRUCTION FENCE PER DETAIL 3/C21

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SILT FENCE PER DETAIL 4/C21

AutoCAD SHX Text SILT FENCE PER DETAIL 4/C21 PROVIDE SILT FENCE UP TO EDGE OF WATER WHERE CONSTRUCTION TAKES PLACE IN WATER COORDINATE WITH CONTRACTING OFFICER TO IMPLEMENT WATER QUALITY PROTECTION AND SEDIMENTATION PREVENTION

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SILT FENCE PER DETAIL 4/C21

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CONSTRUCTION FENCE PER DETAIL 3/C21

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEMOLITION & SITE PREP

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RIVERSIDE

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C8

NOTE 1. OUTLINE OF PROPOSED IMPROVEMENTS SHOWN FOR STAKING REFERENCEOUTLINE OF PROPOSED IMPROVEMENTS SHOWN FOR STAKING REFERENCE

SAW CUT ASPHALT AT 19' FROM EASTERN EDGE OF PAVEMENT

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SAW CUT ASPHALT

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REMOVE CULVERT

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EXISTING VAULT TOILET TO REMAIN

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CLEAR, GRUB AND REMOVE TREES

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CONSTRUCTION FENCE PER DETAIL 3/C21

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SILT FENCE PER DETAIL 4/C21

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CONSTRUCTION FENCE PER DETAIL 3/C21

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CONSTRUCTION FENCE PER DETAIL 3/C21

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEMOLITION & SITE PREP

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NORTH PARKING

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C9

AutoCAD SHX Text NOTE 1. OUTLINE OF PROPOSED IMPROVEMENTS SHOWN FOR STAKING REFERENCE OUTLINE OF PROPOSED IMPROVEMENTS SHOWN FOR STAKING REFERENCE 2. REFER TO SHEET L2 FOR TREE REMOVAL AND PROTECTION. REFER TO SHEET L2 FOR TREE REMOVAL AND PROTECTION. 3. TOPSOIL IN AREAS TO BE DISTURBED WHERE IT IS PRESENT SHALL BE TOPSOIL IN AREAS TO BE DISTURBED WHERE IT IS PRESENT SHALL BE SALVAGED AND STORED FOR RECLAMATION USES.

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JACKSON LAKE DAM NORTH PARKING

JACKSON LAKE DAM RIVER SIDE

SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEMOLITION & SITE PREP

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DAM SOUTH

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C10

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SCALE OF FEET

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REMOVE EXISTING GATE

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SNAKE RIVER

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LIMIT OF DISTURBANCE; TYPICAL

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LIMIT OF DISTURBANCE; TYPICAL

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RIVER SAFETY PANEL N.I.C.

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PRECAST CONCRETE WHEEL STOPS PER DETAIL 2/C21; TYPICAL

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ASPHALT PAVEMENT PER DETAIL 5/C22

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24" WIDE CURB AND GUTTER PER DETAIL 1/C22; TYPICAL

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EXISTING ASPHALT TO REMAIN

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SAW CUT AND REMOVE EXISTING ASPHALT 5' FROM PROPOSED CURB LIP

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SAW CUT EXISTING ASPHALT REMOVE ASPHALT EAST OF CUT

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SIDEWALK SCUPPER PER DETAIL 5/C21

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50LF BOULDER FOUNDATION FOR DRYSTACK STONE WALL WALL N.I.C.

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SAW CUT AND REMOVE EXISTING ASPHALT SOUTH OF CENTERLINE

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REMOVABLE LOG MAINTAIN MINIMUM 8' WIDE GRAVEL DRIVABLE WAY FOR LEVEE ACCESS

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30" ROLL CURB PER 1/C22 WITH 10' TRANSITIONS TO VERTICAL CURB ON EACH END

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VALLEY GUTTER PER DETAIL 1/C22

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SIDEWALK SCUPPER PER DETAIL 5/C21, 6/C21

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SEASONALLY INUNDATED WALK

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BURIED BOULDERS ADJACENT TO SIDEWALK PER DETAIL 2/C20; TYPICAL

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RETAIN AND PROTECT EXISTING WETLANDS

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PROPOSED CONDITIONS

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RIVER SIDE

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C11

NOTE 1. APPLY FOG SEAL TO EXISTING AND PROPOSED ASPHALT.APPLY FOG SEAL TO EXISTING AND PROPOSED ASPHALT.

T O

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EXISTING ASPHALT ROAD

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EXISTING VAULT TOILET TO REMAIN

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24" WIDE CURB AND GUTTER PER DETAIL 1/C22; TYPICAL

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(30) STANDARD (2) ACCESSIBLE PARKING STALLS

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(12) TRUCK AND TRAILER PARKING STALLS (INCLUDING 1 ACCESSIBLE)

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ASPHALT PAVEMENT PER DETAIL 6/C16

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RESTORE AND REVEGETATE SOCIAL TRAILS OUTSIDE OF IMPROVED AREAS

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REMOVE EXISTING ACCESS DRIVE AND CULVERT

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PRECAST CONCRETE WHEEL STOPS PER DETAIL 2/C21; TYPICAL

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CURB TAPER PER DETAIL 2/C22

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5' ASPHALT PATCH ADJACENT TO PROPOSED CURB AND GUTTER PER DETAIL 3/C22

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CONCRETE SIDEWALK PER DETAIL 1/C20; TYPICAL

AutoCAD SHX Text BORDER PARKING LOT WITH BOULDERS SPACED TO PREVENT PARKING ON SHOULDER PER LANDSCAPE PLANS

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SAW CUT AND REMOVE EXISTING ASPHALT BETWEEN CUTS

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TRAFFIC COUNTER

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DIRECTIONAL ARROW PAVEMENT MARKING PER DETAIL; TYPICAL OF (4) IN TRAILER LOT

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ASPHALT PAVEMENT PER DETAIL 5/C22

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PICNIC TABLE PADS SLAB SIMILAR TO SIDEWALK DETAIL 1/C20; TYPICAL

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PROPOSED CONDITIONS

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NORTH PARKING

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C12

2+50

AutoCAD SHX Text ACCESSIBLE SIDEWALK RAMP PER DETAIL 4/C20 REPLACE CURB AND GUTTER PER DETAIL 1/C22 OR SAW CUT TOP TO MATCH RAMP ELEVATION MATCH WIDTH AND FINISH TO ADJACENT FOR BOTH SIDEWALK AND CURB AND GUTTER

AutoCAD SHX Text SAW CUT EXISTING CONCRETE SIDEWALK TO INSTALL ACCESSIBLE RAMP REMOVE EXISTING SIDEWALK IN FULL PANELS

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LANDING OF ACCESSIBLE RAMP TO BEGIN AT END OF GUARDRAIL GUARDRAIL TO REMAIN

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EXISTING PAVED PARKING AREA

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EXISTING CONCRETE SIDEWALK

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EXISTING CONCRETE SIDEWALK

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EXISTING GUARDRAIL

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EXISTING CONCRETE BARRIER

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JACKSON LAKE

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WEST CROSSWALK TERMINATION PER DETAIL 6/C20

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JACKSON LAKE

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STA 0+00 AT CENTERLINE OF ROAD COINCIDENT WITH END OF GUARDRAIL ON EAST SIDE

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STA 4+95 (APPROXIMATE EXISTING "PED XING" SIGN

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SCALE OF FEET

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PROPOSED CONDITIONS

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DAM SOUTH

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C13

SNAKE RIVER

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EXISTING ASPHALT TO REMAIN

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SCALE OF FEET

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PROPOSED GRADING

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RIVER SIDE

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C14

AutoCAD SHX Text CONNECT SIDEWALK TO EXISTING VAULT TOILET SLAB GRADE CHANGE AT CONNECTION NOT TO EXCEED "14"

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MATCH NEW ASPHALT GRADE TO EXISTING

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MATCH NEW ASPHALT GRADE TO EXISTING

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MATCH NEW ASPHALT GRADE TO EXISTING

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SCALE OF FEET

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PROPOSED GRADING

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NORTH PARKING

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C15

CAST IN PLACE CONCRETE LAUNCH RAMP CONSTRUCTED PER DETAILS 3/C23, 4/C23 AND 5/C23

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PAVED TURN AROUND AREA PER SHEETS C11 AND C14

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TOP OF RAMP

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END OF RAMP BELOW GRADE

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WEST LANE OF RAMP

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EAST LANE OF RAMP

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HAND CARRY LANE

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LANE SEPARATION GROOVES PER DETAIL 4/C23

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EXISTING RIVER BANK GROUND

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TOP OF RAMP

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EXISTING RIVER BOTTOM GROUND

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6739.00' 75TH PERCENTILE OF JUNE WATER LEVELS

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6737.61' JULY MEDIAN WATER LEVEL

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6737.39' AUGUST MEDIAN

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6737.16' SEPTEMBER MEDIAN

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6738.38' JUNE MEDIAN WATER LEVEL

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EAST (DOWNSTREAM) SIDE OF RAMP PROPOSED GRADE

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WEST (UPSTREAM) SIDE OF RAMP PROPOSED GRADE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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LAUNCH RAMP

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PLAN AND PROFILE

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

AutoCAD SHX Text C16

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SCALE OF FEET

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NOTE 1. RAMP AND FISHING PLATFORM CONSTRUCTION RAMP AND FISHING PLATFORM CONSTRUCTION OCCURS IN AN ACTIVE RIVER CHANNEL. SOME PORTIONS OF WORK WILL REQUIRE DEWATERING.

SIGN GL-02.03-100 PER 2/C25

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R8-3A SIGN PER 1/C25

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R8-3A SIGN PER 1/C25

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R8-3A SIGN PER 1/C25

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SIGN F PER 2/C25

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INTERPRETIVE SIGN BASE PER DETAIL 4/C25

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INTERPRETIVE SIGN BASE PER DETAIL 4/C25

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SIGNAGE AND STRIPING

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RIVERSIDE

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AutoCAD SHX Text 138,801

AutoCAD SHX Text

AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C17

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SIGN A PER 2/C25

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R1-1 SIGN PER 1/C25

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SIGN A PER 2/C25

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SIGN F PER 2/C25

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(2) INTERPRETIVE SIGN FOOTINGS PER 4/C25

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R1-1 SIGN PER 1/C25

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R1-1 SIGN PER 1/C25

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SIGN B PER 2/C25

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SIGN C PER 2/C25

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SIGN A PER 2/C25

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R1-1 SIGN PER 1/C25

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SIGN E PER 2/C25

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R8-3A SIGN PER 1/C25

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R8-3A SIGN PER 1/C25

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R6-2R SIGN PER 1/C25

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SIGN "NO CAMPING" PER 2/C25

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R5-1 SIGN PER 1/C25

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SIGN GL-01.02-110 PER 2/C25

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R1-1 SIGN PER 1/C25

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SIGN D PER 2/C25

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R8-3A SIGN PER 1/C25

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R8-3A SIGN PER 1/C25

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R6-2R SIGN PER 1/C25

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DIRECTIONAL ARROW; TYPICAL.

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11 TRAILER PARKING STALLS 1 ADA TRAILER PARKING STALL

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28 PASSENGER PARKING STALLS 2 ADA PARKING STALLS

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(4) INTERPRETIVE SIGN FOOTING PER 4/C25

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ACCESSIBLE PARKING SYMBOL PER 2/C24

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"TRAILER PARKING ONLY" LETTERING PER 5/C24; TYPICAL OF ALL STALLS

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JACKSON LAKE DAM NORTH PARKING

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JACKSON LAKE DAM RIVER SIDE

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SIGNAGE AND STRIPING

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NORTH PARKING

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AutoCAD SHX Text 138,801

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AutoCAD SHX Text 9/24/2021

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C18

2+50

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CROSSWALK STRIPING PER 4/C24

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REMOVABLE PEDESTRIAN CROSSING SIGN PER 3/C25

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YIELD BARS PER 6/C24

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YIELD BARS PER 6/C24

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SCALE OF FEET

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SCALE OF FEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SIGNAGE AND STRIPING

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DAM SOUTH

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AutoCAD SHX Text 138,801

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

C19

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PEDESTRIAN DETAILS

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AutoCAD SHX Text 138,801

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JACKSON LAKE DAM

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GRAND TETON NATIONAL PARK

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GRTE 219434

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COLORED DETECTABLE WARNING PANEL

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CURB PER PLAN

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RAMP

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SIDEWALK PER PLAN

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BOTTOM OF RAMP FLUSH WITH ROADWAY

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LANDING

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CURB TAPER

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NOT TO SCALE

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ACCESSIBLE SIDEWALK RAMP DETAIL

AutoCAD SHX Text NOTE 1. SIDEWALK SLOPE PER PLAN: DO NOT EXCEED 4.75% LONGITUDINAL SLOPE SIDEWALK SLOPE PER PLAN: DO NOT EXCEED 4.75% LONGITUDINAL SLOPE 2. SIDEWALK CROSS SLOPE PER PLAN: DO NOT EXCEED 1.5% CROSS SLOPE SIDEWALK CROSS SLOPE PER PLAN: DO NOT EXCEED 1.5% CROSS SLOPE 3. RAMP CROSS SLOPE: DO NOT EXCEED 1.5% CROSS SLOPE RAMP CROSS SLOPE: DO NOT EXCEED 1.5% CROSS SLOPE 4. RAMP SLOPE: DO NOT EXCEED 7.5% LONGITUDINAL SLOPE RAMP SLOPE: DO NOT EXCEED 7.5% LONGITUDINAL SLOPE 5. LANDING SLOPE: DO NOT EXCEED 1.5% SLOPE IN EITHER DIRECTIONLANDING SLOPE: DO NOT EXCEED 1.5% SLOPE IN EITHER DIRECTION

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CURB PER PLAN

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COLORED DETECTABLE WARNING PANEL

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LANDING FLUSH WITH ROADWAY

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LANDING

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RAMP

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SIDEWALK PER PLAN

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ISOMETRIC VIEW

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PLAN VIEW

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RAMP PARALLEL TO ROAD

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NOT TO SCALE

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DETECTABLE WARNING PANEL DETAIL

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ISOMETRIC VIEW

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TRUNCATED DOME

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TRUNCATED DOME SIZE AND SPACING PER SECTION

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TRUNCATED DOME SIZE AND SPACING PER SECTION

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PLAN VIEW

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TRUNCATED DOME SECTION

AutoCAD SHX Text NOTE 1. DETECTABLE WARNING PANELS SHALL BE POWDER COATED CAST IRONDETECTABLE WARNING PANELS SHALL BE POWDER COATED CAST IRON

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NOT TO SCALE

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ACCESSIBLE SIDEWALK RAMP DETAIL

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COLORED DETECTABLE WARNING PANEL FULL WIDTH OF LANDING

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REQUIRED LANDING

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CURB HEIGHT 6" MAXIMUM

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RAMP FLARE

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LANDING FLUSH WITH ASPHALT

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COLORED DETECTABLE WARNING PANEL FULL WIDTH OF LANDING

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ISOMETRIC VIEW

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PLAN VIEW

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RAMP ON CORNER

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NOT TO SCALE

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INUNDATED CONCRETE WALK & PLATFORM DETAIL

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PREPARED SUBGRADE

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PREPARED SUBGRADE

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SECTION AT PLATFORMS

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TYPICAL SIDEWALK SECTION

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BOULDER EDGE PLACED PRIOR TO CONCRETE

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BOULDER EDGE PLACED PRIOR TO CONCRETE

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NO. 4 REBAR AT BOTTOM OF EACH SCOUR WALL

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NO. 4 REBAR AT 16" ON CENTER EACH WAY

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NO. 4 REBAR AT BOTTOM OF EACH SCOUR WALL

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NO. 4 REBAR AT 16" ON CENTER EACH WAY

AutoCAD SHX Text EXPOSED AGGREGATE SURFACE TO MATCH SITE FLATWORK CONCRETE TO BE POURED 'STIFF' (SLUMP RANGE: 3-4) TO AVOID LEAKING OUT OF GAPS IN DOWN GRADIENT ROCKS ANY CONCRETE VISIBLE THROUGH ROCKERY SHALL BE BROKEN OFF WHILE GREEN (2-3 DAYS AFTER POUR)

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CAST CONCRETE FLUSH TO BOULDERS

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EXPOSED AGGREGATE SURFACE TO MATCH SITE FLATWORK

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FILTER FABRIC TERMINATE 1" BELOW TOP OF SLAB

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FILTER FABRIC TERMINATE AT TOP OF BOULDER

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AutoCAD SHX Text -4.5%

AutoCAD SHX Text -1.5%

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EXISTING SIDEWALK

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EXISTING SIDEWALK

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EXISTING PAVEMENT

AutoCAD SHX Text REMOVE EXISTING CONCRETE BARRIER TO PROVIDE SMOOTH, TRAVERSABLE SURFACE WITHOUT A LIP

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NOT TO SCALE

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EXISTING CONCRETE BARRIER CUT DETAIL

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TOP OF BANK

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SAW CUT EXISTING SIDEWALK REMOVE IN FULL PANELS

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SAW CUT EXISTING SIDEWALK REMOVE IN FULL PANELS

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ENSURE NO SHARP EDGES OR PROTRUDING REINFORCEMENT EXISTS ON VERTICAL CUT FACES

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AutoCAD SHX Text C20

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2% (MAXIMUM) CROSS-SLOPE FROM BACK OF WALK TO FRONT

AutoCAD SHX Text 8% (MAXIMUM) LONGITUDINAL IN PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL (PARALLEL TO THE ADJACENT STREET)

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EXPANSION JOINT (SEE NOTE 3)

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PREPARED SUBGRADE

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SIDEWALK SECTION

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6" CRUSHED GRAVEL (GRADING H)

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WEAKENED PLAN CONTRACTION JOINT (TYPICAL)

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NOT TO SCALE

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CONCRETE WALK DETAIL

AutoCAD SHX Text NOTE 1. SIDEWALK SHALL CONFORM TO ALL APPLICABLE ABBAS STANDARD REQUIREMENTS. SIDEWALK SHALL CONFORM TO ALL APPLICABLE ABBAS STANDARD REQUIREMENTS. 2. REINFORCING STEEL SHALL BE NO. 3 BARS AT 15" ON CENTER, EACH WAY OR 6x6xW4 WIRE MESH FOR 4" THICK REINFORCING STEEL SHALL BE NO. 3 BARS AT 15" ON CENTER, EACH WAY OR 6x6xW4 WIRE MESH FOR 4" THICK OR 6x6xW4 WIRE MESH FOR 4" THICK 6x6xW4 WIRE MESH FOR 4" THICK PORTIONS AND NO. 4 BARS AT 18" ON CENTER OR 6x6xW6.5 WIRE MESH FOR 6" THICK PORTIONS. WHERE THICKENED OR 6x6xW6.5 WIRE MESH FOR 6" THICK PORTIONS. WHERE THICKENED 6x6xW6.5 WIRE MESH FOR 6" THICK PORTIONS. WHERE THICKENED EDGE OCCURS, PLACE ONE BAR IN BOTTOM OF THICKENED EDGE. MAINTAIN 1 " COVER ON ALL REINFORCING STEEL. 12" COVER ON ALL REINFORCING STEEL. 3. EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT THE SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN EXPANSION JOINTS SHALL BE PLACED IN SIDEWALK AT THE SAME LOCATIONS AS THOSE IN CURB AND GUTTER WHEN SIDEWALK IS ADJACENT TO CURB. 4. FOR SIDEWALKS GREATER THAN EIGHT FEET IN WIDTH, A LONGITUDINAL CONTROL JOINT SHALL BE INSTALLED AT THE FOR SIDEWALKS GREATER THAN EIGHT FEET IN WIDTH, A LONGITUDINAL CONTROL JOINT SHALL BE INSTALLED AT THE CENTER OF THE WALK. 5. REMOVAL AND REPLACEMENT OF SIDEWALK SHALL TAKE PLACE IN FULL PANELS. REMOVAL AND REPLACEMENT OF SIDEWALK SHALL TAKE PLACE IN FULL PANELS. 6. CLEAR VEGETATION AND STRIP TOPSOIL TO SUBGRADE. SCARIFY, CONDITION, AND COMPACT. PROOF ROLL IN THE CLEAR VEGETATION AND STRIP TOPSOIL TO SUBGRADE. SCARIFY, CONDITION, AND COMPACT. PROOF ROLL IN THE PRESENCE OF THE CONTRACTING OFFICER. 7. MATERIAL STRIPPED TO DEPTH LOWER THAN SUBGRADE SHALL BE REPLACED WITH STRUCTURAL MATERIAL TO SUBGRADE MATERIAL STRIPPED TO DEPTH LOWER THAN SUBGRADE SHALL BE REPLACED WITH STRUCTURAL MATERIAL TO SUBGRADE ELEVATION. 8. WHERE UNSUITABLE SUBGRADE SOIL EXISTS, OVER EXCAVATION AND REPLACEMENT WILL BE REQUIRED. GEOGRID MAY BE WHERE UNSUITABLE SUBGRADE SOIL EXISTS, OVER EXCAVATION AND REPLACEMENT WILL BE REQUIRED. GEOGRID MAY BE SUBSTITUTED FOR OVER EXCAVATION UPON APPROVAL FROM CONTRACTING OFFICER.

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STEEL REINFORCED

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4" CONCRETE PAVEMENT

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REBAR OR WIRE MESH (SEE NOTE 2)

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PROVIDE EXPOSED AGGREGATE FINISH UNLESS MATCHING OTHER ADJACENT SIDEWALK

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C20

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NOT TO SCALE

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SILT FENCE DETAIL

AutoCAD SHX Text NOTE 1. USE MIRAFI 100X FILTER FABRIC WITH STEEL FENCE POSTS AT 10' ON CENTER OR APPROVED EQUAL. USE MIRAFI 100X FILTER FABRIC WITH STEEL FENCE POSTS AT 10' ON CENTER OR APPROVED EQUAL. 2. PLACE SILT FENCE DOWN GRADIENT OF CONSTRUCTION OPERATIONS AS SHOWN ON THE PLANS TO CONTROL SILF FROM PLACE SILT FENCE DOWN GRADIENT OF CONSTRUCTION OPERATIONS AS SHOWN ON THE PLANS TO CONTROL SILF FROM LEAVING SITE.

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 15, 2021.