9B08_Drawings_FinalCD_0001.pdf

PDF 27 MB Posted

Attached to
SACN-244692 Relocate Osceola Landing Boat Launch A
Solicitation number
140P2021R0060
Issued by

About this file

Written by GovTribe AI ·

This document provides details on a federal solicitation opportunity. The solicitation number is 140P2021R0060 from the Department of the Interior National Park Service National Office to relocate the Osceola Landing Boat Launch Area in St. Croix National Scenic Riverway in Osceola Landing, Minnesota for visitor safety and enjoyment. Drawings related to the project work are included in an attached PDF file. The opportunity type is listed as a solicitation, suggesting the government is requesting bids or proposals from contractors to complete the described relocation and improvement of the boat launch area.

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Other files

File Type Posted
Sol_140P2021R0060_Amd_0004.pdf PDF
Sol_140P2021R0060_Amd_0003.pdf PDF
Sol_140P2021R0060_Amd_0002.pdf PDF
SACN_244692_PreBid_Presentation_0002.pptx PPTX presentation
B08_SF30_Amendment_2_Past_Perf_0002.pdf PDF
3B08_RFP-VOL-2_0001.pdf PDF
7B08_SACN_Final_CD_Specifications_Ph1_Complete_0001.pdf PDF
1B08_SF1442-and-Clauses-05-28-2021_0001.pdf PDF
4B08_Bid-Bond-SF24-16d_0001.pdf PDF
Sol_140P2021R0060_Amd_0001.pdf PDF
5Fillable__Form-B08-Solit-PSP-Vol-II-PriceSched_0001.xlsx XLSX spreadsheet
8B03_Heavy-WageDeterminations-5-28-2021_0001.pdf PDF
10-20-Supplemental-Reports-4082021_0001.zip ZIP file
9Fillable_Form__E15_Deliverables_LmtOnSubconRpt_0001.xlsx XLSX spreadsheet
2B08_RFP-VOL-1_0001.pdf PDF
Sol_140P2021R0060.pdf PDF
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x 630 152584

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STILLWATER

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ST. CROIX FALLS

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OSCEOLA

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BURNETT COUNTY

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POLK COUNTY

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HAYWARD

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CABLE

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CORNER

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MINNESOTA

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WISCONSON

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PINE COUNTY

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SOMERSET

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POLK COUNTY

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ST. CROIX COUNTY

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STAR

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PRAIRIE

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RIVER

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ST. CROIX CO.

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PIERCE COUNTY

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NAMEKAGON

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SEELEY

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NAMEKAGON

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RIVER

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ST. CROIX

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RIVER

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ST. CROIX RIVER

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NEW RICHMOND

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WISCONSIN

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TO

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DULUTH

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TO

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EAU CLAIRE,

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WISCONSIN

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TO

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ASHLAND,

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WISCONSON

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MINONG

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GORDON

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WASCOTT

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MINNESOTA

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WISCONSIN

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MARINE ON

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ST. CROIX

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NSP DAM

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TREGO

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DAM

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SAINT CROIX

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RIVER

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SAINT CROIX NATIONAL

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SCENIC RIVERWAY

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RIVER

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RESERVOIR

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SCALE OF MILES

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SCALE OF MILES

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SCALE OF KILOMETERS

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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OWNED. CHECK WITH LOCAL OFFICIALS FOR LIMITATIONS.

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NOT ALL LAND WITHIN RIVERWAY BOUNDARY IS GOVERNMENT

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AND STATE ZONES ON THIS SHEET.

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DEPARTMENTS OF NATURAL RESOURCES. SEE FEDERAL

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IS ADMINISTERED BY THE MINNESOTA AND WISCONSIN

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THE LOWER ST. CROIX BELOW STILLWATER, MINNESOTA

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NOTE:

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INFORMATION CENTER

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BOAT AND CANOE LAUNCH

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CANOE LAUNCH

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CAMPGROUND

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PARK HEADQUARTERS

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NATIONAL RIVER BOUNDARY

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VISITOR CENTER

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MINNESOTA-WISCONSIN

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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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TITLE OF DRAWING

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OF

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PKG.

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NO.

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SHEET

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DRAWING NO.

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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MIDWEST

AutoCAD SHX Text LAND STATUS MAPS 630/60,000A-80,060; 630/40,004A 5/75; PARK MINI FOLDER 1991; REVISED & REDRAWN 1991; UPDATED 10/98. SGS.

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THIS PROJECT

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RELOCATE OSCEOLA BOAT LAUNCH

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OSCEOLA LANDING

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CHISAGO

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MINNESOTA

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FINAL CONSTRUCTION

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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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Initial

PROFESSIONAL ENGINEER

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DATE:

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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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EM

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EM, MGS, RS

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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SACN 244692

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DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

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DOUGLAS SARKKINEN

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COVER SHEET

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SHEET INDEX

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CIVIL LEGEND & ABBREVIATIONS

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EXISTING CONDITIONS OVERVIEW

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EXISTING CONDITIONS I

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PROJECT OVERVIEW & PHASING PLAN

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ACCESSIBILITY PLAN

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KEY MAP

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TESC & DEMO PLAN I

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TESC & DEMO PLAN II

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SIGN REMOVAL PLAN

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PLAZA & HARDSCAPE PLAN

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SIGNING & STRIPING PLAN

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BID OPTION 1 - NEW VAULT TOILETS DEMO & SITE PLAN

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ALIGNMENT CONTROL PLAN

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TRAIL PROFILES I

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BOAT RAMP PROFILE

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INTERPRETIVE ELEMENTS KEY MAP

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INTERPRETIVE DETAILS

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PAVEMENT DETAILS

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SCHEDULES

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COMFORT STATION REFLECTED CEILING PLAN

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COMFORT STATOIN EXTERIOR ELEVATIONS

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BID OPTION 4 - SHADE STRUCTURE

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BID OPTION 4 - SHADE STRUCTURE EXTERIOR DETAILS

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DWG

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OF

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EM

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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SACN 244692

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DESIGNED:

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AutoCAD SHX Text ABA = ARCHITECTURAL BARRIERS ACT = ARCHITECTURAL BARRIERS ACT ARCHITECTURAL BARRIERS ACT ABAAS = ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD = ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD AC = ASPHALT CONCRETE = ASPHALT CONCRETE ASPHALT CONCRETE AIS = AQUATIC INVASIVE SPECIES = AQUATIC INVASIVE SPECIES AQUATIC INVASIVE SPECIES AP = ANGLE POINT = ANGLE POINT ANGLE POINT APPROX. = APPROXIMATE = APPROXIMATE APPROXIMATE ASPH = ASPHALT = ASPHALT ASPHALT BM = BENCHMARK = BENCHMARK BENCHMARK BOW/BW = BOTTOM OF WALL = BOTTOM OF WALL BOTTOM OF WALL BTM = BOTTOM = BOTTOM BOTTOM BVCS = BEGIN VERTICAL CURVE STATION = BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE STATION BVCE = BEGIN VERTICAL CURVE ELEVATION = BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE ELEVATION CB = CATCH BASIN = CATCH BASIN CATCH BASIN CIP = CAST-IN-PLACE = CAST-IN-PLACE CAST-IN-PLACE CL = CENTER LINE = CENTER LINE CENTER LINE CLIN = CONTRACT LINE ITEM NUMBER = CONTRACT LINE ITEM NUMBER CONTRACT LINE ITEM NUMBER CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMR = CONSTRUCTION MANAGEMENT REPRESENTATIVE = CONSTRUCTION MANAGEMENT REPRESENTATIVE CONSTRUCTION MANAGEMENT REPRESENTATIVE CO = CONTRACTING OFFICER = CONTRACTING OFFICER CONTRACTING OFFICER COL = COLUMN = COLUMN COLUMN CONC = CONCRETE = CONCRETE CONCRETE CONT = CONTINUOUS = CONTINUOUS CONTINUOUS CP = CONTROL POINT = CONTROL POINT CONTROL POINT DEC = DECIDUOUS = DECIDUOUS DECIDUOUS DEMO = DEMOLITION = DEMOLITION DEMOLITION DI = DUCTILE IRON = DUCTILE IRON DUCTILE IRON DIA = DIAMETER = DIAMETER DIAMETER E = EASTING = EASTING EASTING EOC = EDGE OF CONCRETE = EDGE OF CONCRETE EDGE OF CONCRETE EOP = EDGE OF PAVEMENT = EDGE OF PAVEMENT EDGE OF PAVEMENT EVCS = END VERTICAL CURVE STATION = END VERTICAL CURVE STATION END VERTICAL CURVE STATION EVCE = END VERTICAL CURVE ELEVATION = END VERTICAL CURVE ELEVATION END VERTICAL CURVE ELEVATION EVER = EVERGREEN = EVERGREEN EVERGREEN ELEV = ELEVATION = ELEVATION ELEVATION EXIST OR EX. = EXISTING OR EX. = EXISTING = EXISTING EXISTING FF OR FFE = FINISHED FLOOR ELEVATION = FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FG = FINISHED GRADE = FINISHED GRADE FINISHED GRADE FL = FLOW LINE = FLOW LINE FLOW LINE FOC = FACE OF CURB = FACE OF CURB FACE OF CURB GB = GRADE BREAK = GRADE BREAK GRADE BREAK HMA = HOT MIX ASPHALT = HOT MIX ASPHALT HOT MIX ASPHALT HORIZ = HORIZONTAL = HORIZONTAL HORIZONTAL HWY = HIGHWAY = HIGHWAY HIGHWAY IE/INV = INVERT ELEVATION = INVERT ELEVATION INVERT ELEVATION INFO = INFORMATION = INFORMATION INFORMATION ISA = INTERNATIONAL SYMBOL OF ACCESSIBILITY = INTERNATIONAL SYMBOL OF ACCESSIBILITY INTERNATIONAL SYMBOL OF ACCESSIBILITY LF = LINEAR FEET = LINEAR FEET LINEAR FEET LVC = LENGTH OF VERTICAL CURVE = LENGTH OF VERTICAL CURVE LENGTH OF VERTICAL CURVE MAX = MAXIMUM = MAXIMUM MAXIMUM MID = MIDPOINT = MIDPOINT MIDPOINT MIN = MINIMUM = MINIMUM MINIMUM MNDOT = MINNESOTA DEPARTMENT OF TRANSPORTATION = MINNESOTA DEPARTMENT OF TRANSPORTATION MINNESOTA DEPARTMENT OF TRANSPORTATION MUTCD = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N = NORTHING = NORTHING NORTHING NAVD = NORTH AMERICAN VERTICAL DATUM = NORTH AMERICAN VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM N.I.C. = NOT IN CONTRACT = NOT IN CONTRACT NOT IN CONTRACT OC = ON CENTER = ON CENTER ON CENTER OHWM = ORDINARY HIGH WATER MARK = ORDINARY HIGH WATER MARK ORDINARY HIGH WATER MARK ORAR = OUTDOOR RECREATION ACCESS ROUTE = OUTDOOR RECREATION ACCESS ROUTE OUTDOOR RECREATION ACCESS ROUTE PC = POINT OF CURVATURE = POINT OF CURVATURE POINT OF CURVATURE PCC = POINT OF COMPOUND CURVATURE = POINT OF COMPOUND CURVATURE POINT OF COMPOUND CURVATURE PL = PARKING LOT = PARKING LOT PARKING LOT PRC = POINT OF REVERSE CURVATURE = POINT OF REVERSE CURVATURE POINT OF REVERSE CURVATURE PT = POINT OF TANGENCY = POINT OF TANGENCY POINT OF TANGENCY PT = POINT = POINT POINT PVC = POLYVINYL CHLORIDE = POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVI = POINT OF VERTICAL INTERSECTION = POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION R = RADIUS = RADIUS RADIUS REBAR = STEEL REINFORCING ROD = STEEL REINFORCING ROD STEEL REINFORCING ROD ROW = RIGHT-OF-WAY = RIGHT-OF-WAY RIGHT-OF-WAY S = SLOPE = SLOPE SLOPE SD = STORM DRAIN = STORM DRAIN STORM DRAIN SSCO = SANITARY SEWER CLEANOUT = SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT SSMH = SANITARY SEWER MANHOLE = SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE STA = STATION = STATION STATION STD = STANDARD = STANDARD STANDARD STMH = STORM MANHOLE = STORM MANHOLE STORM MANHOLE TBC = TOP BACK OF CURB = TOP BACK OF CURB TOP BACK OF CURB TESC = TEMPORARY EROSION & SEDIMENT CONTROL = TEMPORARY EROSION & SEDIMENT CONTROL TEMPORARY EROSION & SEDIMENT CONTROL THSD = THRESHOLD = THRESHOLD THRESHOLD TBD = TO BE DETERMINED = TO BE DETERMINED TO BE DETERMINED A. = TYPICAL = TYPICAL TYPICAL VERT = VERTICAL = VERTICAL VERTICAL

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ABBREVIATIONS

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EXISTING PROPOSEDPROPOSED

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SPOT ELEVATION

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SIGN

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LIGHT POLE

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POWER POLE

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CATCH BASIN

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MINOR CONTOUR

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CONCRETE CURB

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STORM SEWER

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SANITARY SEWER

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WATERMAIN

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CONCRETE

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TELEPHONE PEDESTAL

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UTILITY MANHOLE

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ELECTRIC METER

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UNDERGROUND TELEPHONE

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GUY WIRE

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CULVERT

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GUARD POST

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OVERHEAD UTILITY

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ELEV @ THRESHOLD

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GUARDRAIL

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ROOF DRAIN

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ELECTRIC OUTLET

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TREE LINE

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CLEANOUT

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CURB STOP

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ABA PARKING STALL

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FLARED END SECTION

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TOP OF CURB

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BENCHMARK

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ALUMINUM DISC

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PER PLAN

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TOP NUT HYDRANT

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SERVICE CLEANOUT

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SPLIT RAIL FENCE

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WOOD FENCE

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DRINKING FOUNTAIN

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EXISTING BUILDING

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RETAINING WALL

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STORM MANHOLE

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SANITARY MANHOLE

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HYDRANT

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GATE VALVE

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NO PARKING

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BITUMINOUS (HMA PAVEMENT)

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SANITARY MANHOLE

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STORM MANHOLE

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CATCH BASIN

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STRUCTURE RIM & INVERT

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MAPPED STORM SEWER

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MAPPED SANITARY SEWER

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MAPPED WATERMAIN

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MAPPED UNDERGROUND TELEPHONE

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GRILL

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BENCH

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BOULDER

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COLUMN

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COL

AutoCAD SHX Text 690.25

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MAJOR CONTOUR

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DECIDUOUS TREE

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FOUND OPEN IRON MONUMENT UNLESS SHOWN OTHERWISE

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SET 1/2 INCH X 14 INCH IRON MONUMENT, MARKED "LS 17255"

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CONCRETE REMOVAL

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CLEARING & GRUBBING

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CURB REMOVAL

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FENCE REMOVAL

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WATTLES

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LIMITS OF WORK/CLEARING & GRUBBING

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SAWCUT

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TREE REMOVAL

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REMOVE & SALVAGE EXISTING GRILL

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TREE PROTECTION

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LEGEND

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EXISTING PROPOSEDPROPOSED

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MILL AND OVERLAY

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REINFORCED CONCRETE PAVEMENT

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HOT MIX ASPHALT WALKWAY

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ASPHALT PAVEMENT REVOVAL

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FLOTATION SILT CURTAIN

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RIM=972.5 INV=962.5-S,W INV=(962.5-S,W)

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BENCH WITH COMPANION SEATING

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WAYSIDE/INTERPRETIVE SIGN

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PICNIC TABLE

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ACCESSIBLE PICNIC TABLE

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GRILL

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RIGHT-OF-WAY

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EDGE OF WATER

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WETLAND

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SANDBAGS

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HIGH VISIBILITY CONSTRUCTION FENCING

CHAIN LINK FENCE

St. Croix River

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AutoCAD SHX Text Well House

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AutoCAD SHX Text Restroom

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SHEET G2.2G2.2

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SHEET G2.1G2.1

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EXISTING CONDITIONS OVERVIEW

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DATE:

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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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OF

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AutoCAD SHX Text 152584

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EM

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EM, MGS, RS

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KK

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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SACN 244692

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DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

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DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text G2.0

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IN FEET

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SCALE

AutoCAD SHX Text 80'

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SURVEY NOTES 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON MINNESOTA STATE PLANES CENTRAL ZONE. THE BEARINGS FOR THIS SURVEY ARE BASED ON MINNESOTA STATE PLANES CENTRAL ZONE. 2. BENHMARK: MNDOT BM "1305 J" LOCATED 6.6 MILES SOUTHWEST OF TAYLORS FALLS, 4.7 BENHMARK: MNDOT BM "1305 J" LOCATED 6.6 MILES SOUTHWEST OF TAYLORS FALLS, 4.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 95 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8 (THE JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK HIGHWAY 95 MILEPOINT 82.95, 22.9 FEET EAST-NORTHEAST OF THE TRUNK HIGHWAY 95 TURN LANE/FOG LINE, 197.1 FEET SOUTHEAST OF THE TRUNK HIGHWAY 243 FOG LINE, 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST. ELEVATION = 889.328 (NGVD29) SITE BENCHMARK: MNDOT BM "1310 C" LOCATED SOUTH OF OSCEOLA ROAD IN THE ISLAND OF THE NORTH PARKING LOT. ELEVATION = 694.649 (NGVD19) 3. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019, BY LOUCKS. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019, BY LOUCKS. 4. TREES SHOWN WERE LOCATED BY OTAK, ON AUGUST 27-30, 2019. TREES SHOWN WERE LOCATED BY OTAK, ON AUGUST 27-30, 2019. 5. THE REVISED ROW LOCATION WAS PROVIDED BY MNDOT AND THE FOUND MONUMENTS. THE REVISED ROW LOCATION WAS PROVIDED BY MNDOT AND THE FOUND MONUMENTS. 6. THE ORDINARY HIGH WATER LINE WAS DETERMINED BY OTAK ON AUGUST 21, 2020.THE ORDINARY HIGH WATER LINE WAS DETERMINED BY OTAK ON AUGUST 21, 2020.

B I T U M I N O U S

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SIGN

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BLUE HERON SHELTER

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STAIRS

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RIP RAP

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OVERHANG

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COL (TYP)

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GRILL

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GRILL

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OVERHANG

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WATER ELEVATION = 683.8 FEET DATED 09/12/19

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OVERHANG

AutoCAD SHX Text Restroom

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DECK

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EDGE OF CHANNEL

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ORDINARY HIGH WATER LINE (TYP.)

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EDGE OF WATER (TYP.)

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EXISTING CONDITIONS I

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DATE:

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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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OF

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AutoCAD SHX Text 152584

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EM

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EM, MGS, RS

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KK

AutoCAD SHX Text 4/7/2021

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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SACN 244692

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DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text G2.1

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IN FEET

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SCALE

AutoCAD SHX Text 80'

AutoCAD SHX Text 80'

AutoCAD SHX Text 0'

AutoCAD SHX Text 160'

AutoCAD SHX Text SURVEY NOTES 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON MINNESOTA STATE PLANES CENTRAL ZONE. THE BEARINGS FOR THIS SURVEY ARE BASED ON MINNESOTA STATE PLANES CENTRAL ZONE. 2. BENHMARK: MNDOT BM "1305 J" LOCATED 6.6 MILES SOUTHWEST OF TAYLORS FALLS, 4.7 BENHMARK: MNDOT BM "1305 J" LOCATED 6.6 MILES SOUTHWEST OF TAYLORS FALLS, 4.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 95 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8 (THE JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK HIGHWAY 95 MILEPOINT 82.95, 22.9 FEET EAST-NORTHEAST OF THE TRUNK HIGHWAY 95 TURN LANE/FOG LINE, 197.1 FEET SOUTHEAST OF THE TRUNK HIGHWAY 243 FOG LINE, 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST. ELEVATION = 889.328 (NGVD29) SITE BENCHMARK: MNDOT BM "1310 C" LOCATED SOUTH OF OSCEOLA ROAD IN THE ISLAND OF THE NORTH PARKING LOT. ELEVATION = 694.649 (NGVD19) 3. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019, BY LOUCKS. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019, BY LOUCKS. 4. TREES SHOWN WERE LOCATED BY OTAK, ON AUGUST 27-30, 2019. TREES SHOWN WERE LOCATED BY OTAK, ON AUGUST 27-30, 2019. 5. THE REVISED ROW LOCATION WAS PROVIDED BY MNDOT AND THE FOUND MONUMENTS. THE REVISED ROW LOCATION WAS PROVIDED BY MNDOT AND THE FOUND MONUMENTS. 6. THE ORDINARY HIGH WATER LINE WAS DETERMINED BY OTAK ON AUGUST 21, 2020.THE ORDINARY HIGH WATER LINE WAS DETERMINED BY OTAK ON AUGUST 21, 2020.

AutoCAD SHX Text

MATCHLINE, SHEET G2.2G2.2

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CONTROL POINT TABLE

AutoCAD SHX Text Point #

AutoCAD SHX Text Elevation

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Desc

AutoCAD SHX Text 1310 C

AutoCAD SHX Text 694.6490

AutoCAD SHX Text 449356.3970

AutoCAD SHX Text 3020397.1250

AutoCAD SHX Text Aluminum Alloy Rod

AutoCAD SHX Text 1305 J

AutoCAD SHX Text 889.3280

AutoCAD SHX Text 449264.3960

AutoCAD SHX Text 3015149.0200

Aluminum Alloy Rod

688.9

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text B I T U M I N O U S

AutoCAD SHX Text B I T U M I N O U S

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WATER ELEVATION = 683.8 FEET DATED 09/12/19

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SIGN

AutoCAD SHX Text St. Croix River

AutoCAD SHX Text B I T U M I N O U S

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SIGN

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SIGN

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WATER ELEVATION = 683.7 FEET DATED 09/12/19

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18"CMP

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18"CMP

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18"CMP

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12"CMP

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BRIDGE

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BENCH

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STAIRS

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RIP RAP

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SEWER MOUND SYSTEM

AutoCAD SHX Text Hwy No. 243

AutoCAD SHX Text Well House

AutoCAD SHX Text Contours Shown per LiDAR

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OVERHANG

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COL (TYP)

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GRILL

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GRILL

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18"CMP

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12"HDPE

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12"HDPE

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SIGN

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GATE

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18"CMP

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OVERHANG

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COL

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COL

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OVERHANG

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WATER FOUNTAIN

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PUMP STATION

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BOAT LAUNCH

AutoCAD SHX Text Restrooms

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EDGE OF CHANNEL

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OSPREY SHELTER

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APPROX. 500-YR FLOODPLAIN LIMITS (TYP.)

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APPROX. 100-YR FLOODPLAIN LIMITS (TYP.)

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MNDOT ROW (TYP.)

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ORDINARY HIGH WATER LINE (TYP.)

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MNDOT BM 1310 C

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WETLAND (TYP.)

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EDGE OF WATER (TYP.)

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EXISTING CONDITIONS II

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DATE:

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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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OF

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AutoCAD SHX Text 152584

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EM

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EM, MGS, RS

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KK

AutoCAD SHX Text 4/7/2021

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SAINT CROIX NATIONAL SCENIC RIVERWAY

AutoCAD SHX Text

SACN 244692

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DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text G2.2

AutoCAD SHX Text

IN FEET

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SCALE

AutoCAD SHX Text 40'

AutoCAD SHX Text 40'

AutoCAD SHX Text 0'

AutoCAD SHX Text 80'

AutoCAD SHX Text SURVEY NOTES 1. THE BEARINGS FOR THIS SURVEY ARE BASED ON MINNESOTA STATE PLANES CENTRAL ZONE. THE BEARINGS FOR THIS SURVEY ARE BASED ON MINNESOTA STATE PLANES CENTRAL ZONE. 2. BENCHMARK: MNDOT BM "1305 J" LOCATED 6.6 MILES SOUTHWEST OF TAYLORS FALLS, BENCHMARK: MNDOT BM "1305 J" LOCATED 6.6 MILES SOUTHWEST OF TAYLORS FALLS, 4.7 MILES SOUTHWEST ALONG TRUNK HIGHWAY 95 FROM THE SOUTH JUNCTION OF TRUNK HIGHWAY 95 AND TRUNK HIGHWAY 8 (THE JUNCTION IS 3.2 MILES SOUTHWEST OF TAYLORS FALLS), AT TRUNK HIGHWAY 95 MILEPOINT 82.95, 22.9 FEET EAST-NORTHEAST OF THE TRUNK HIGHWAY 95 TURN LANE/FOG LINE, 197.1 FEET SOUTHEAST OF THE TRUNK HIGHWAY 243 FOG LINE, 1.5 FEET WEST-SOUTHWEST OF A WITNESS POST. ELEVATION = 889.328 (NGVD29) SITE BENCHMARK: MNDOT BM "1310 C" LOCATED SOUTH OF OSCEOLA ROAD IN THE ISLAND OF THE NORTH PARKING LOT. ELEVATION = 694.649 (NGVD19) 3. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019, BY LOUCKS. THE FIELD WORK WAS COMPLETED ON SEPTEMBER 17, 2019, BY LOUCKS. 4. TREES SHOWN WERE LOCATED BY OTAK, ON AUGUST 27-30, 2019. TREES SHOWN WERE LOCATED BY OTAK, ON AUGUST 27-30, 2019. 5. THE REVISED ROW LOCATION WAS PROVIDED BY MNDOT AND THE FOUND MONUMENTS. THE REVISED ROW LOCATION WAS PROVIDED BY MNDOT AND THE FOUND MONUMENTS. 6. THE ORDINARY HIGH WATER LINE WAS DETERMINED BY OTAK ON AUGUST 21, 2020.THE ORDINARY HIGH WATER LINE WAS DETERMINED BY OTAK ON AUGUST 21, 2020.

AutoCAD SHX Text

MATCHLINE, SHEET G2.1G2.1

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CONTROL POINT TABLE

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AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Desc

AutoCAD SHX Text 1310 C

AutoCAD SHX Text 694.6490

AutoCAD SHX Text 449356.3970

AutoCAD SHX Text 3020397.1250

AutoCAD SHX Text Aluminum Alloy Rod

AutoCAD SHX Text 1305 J

AutoCAD SHX Text 889.3280

AutoCAD SHX Text 449264.3960

AutoCAD SHX Text 3015149.0200

Aluminum Alloy Rod

C

O

M

M

E

R

C

I

A

L

B

U

S

A

D

I

N

G

L

Y

PROFESSIONAL ENGINEER

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APPROX. 500-YR FLOODPLAIN LIMITS (TYP.)

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APPROX. 100-YR FLOODPLAIN LIMITS (TYP.)

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MNDOT ROW (TYP.)

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BIOSWALE

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EXISTING WELL HOUSE

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MOTORIZED BOAT RAMP/LAUNCH

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ORDINARY HIGH WATER LINE (TYP.)

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GATE

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HMA WALKWAY (TYP.)

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EXISTING VAULT TOILET (BID OPTION 1: NEW VAULT TOILET)

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EXISTING VAULT TOILET (BID OPTION 1: NEW VAULT TOILET)

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BID OPTION 5: OUTDOOR RECREATION ACCESS ROUTE (ORAR)

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EDGE OF WATER

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INFORMAL RIVER ACCESS

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INFORMAL RIVER ACCESS

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FUTURE PHASE (N.I.C.)

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EXISTING BOAT RAMP/LAUNCH REHABILITATION

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BID OPTION 8: WALKWAY ALONG WEST SIDE OF DAY USE ROADWAY

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BID OPTION 6: DAY USE PARKING - WEST SIDE OF ROAD

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RELOCATED DRINKING FOUNTAIN (BID OPTION 2: NEW DRINKING FOUNTAIN) (TYP.)

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BID OPTION 9: WAYSIDE EXHIBITS (TYP.)

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BID OPTION 3: CONCRETE WALKWAY FROM OSPREY SHELTER TO COMFORT STATION

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BID OPTION 4: SHADE STRUCTURE

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BID OPTION 7: WAYFINDING / ORIENTATION ELEMENTS (TYP.)

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EXISTING TIMBER STEPS

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PROJECT OVERVIEW

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DATE:

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SUB SHEET NO.

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SHEET

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EM

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EM, MGS, RS

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KK

AutoCAD SHX Text 4/7/2021

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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SACN 244692

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DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text G3.0

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IN FEET

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BID OPTION OVERVIEW: BID OPTION 1: NEW VAULT TOILETS BID OPTION 2: NEW DRINKING FOUNTAINS BID OPTION 3: CONCRETE WALKWAY FROM OSPREY SHELTER TO COMFORT STATION BID OPTION 4: SHADE STRUCTURE BID OPTION 5: OUTDOOR RECREATION ACCESS ROUTE (ORAR) BID OPTION 6: DAY USE PARKING - WEST SIDE OF ROAD BID OPTION 7: WAYFINDING / ORIENTATION ELEMENTS (SEE C5.X SHEETS) BID OPTION 8: WALKWAY ALONG WEST SIDE OF DAY USE ROADWAY BID OPTION 9: WAYSIDE EXHIBITS (SEE C5.X SHEETS)

Osceola Road

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AutoCAD SHX Text Hwy No. 243

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MNDOT ROW (TYP.)

AutoCAD SHX Text MATERIAL STORAGE WITH TEMPORARY SECURITY FENCING. INSTALL "CONSTRUCTION AREA DO NOT ENTER" SIGN AT ACCESS GATE

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SUGGESTED SOIL STOCKPILE LOCATION (COORDINATE WITH PARK) (TYP.)

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CONTRACTOR TRAILER LOCATION

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DAY USE ROADWAY

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EDGE OF WATER

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DAY USE ROADWAY

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CMR TRAILER LOCATION

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CONTRACTOR PARKING

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WATTLE (TYP.)

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SANDBAGS (TYP.)

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LIMITS OF WORK (TYP.)

AutoCAD SHX Text INSTALL "CONSTRUCTION AREA DO NOT ENTER" SIGN EVERY 80' ALONG CHAIN LINK FENCING AND AT ACCESS GATES

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6' HIGH CHAIN LINK CONSTRUCTION FENCING (TYP.)

AutoCAD SHX Text LOCATION OF STANDARD PORTABLE TOILETS (QUANTITY VARIES PER MONTH), ADA PORTABLE TOILET, AND HAND WASHING STATION.

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DUMPSTER LOCATION

AutoCAD SHX Text 4" WIDE SOLID WHITE PAINT LINE (TYP.) TO CONVERT 5 LARGE VEHICLE STALLS TO 10 STANDARD VEHICLE STALLS WITH TEMPORARY SIGNAGE

AutoCAD SHX Text ALTERNATIVE LOCATION FOR STANDARD PORTABLE TOILETS AND VEHICULAR BARRIER WHEN AREA IS NOT BEING USED FOR CONSTRUCTION.

AutoCAD SHX Text 4' HIGH ORANGE HIGH VISIBILITY CONSTRUCTION FENCING (TYP.) INSTALL "CONSTRUCTION AREA DO NOT ENTER" SIGN EVERY 200' ALONG CONSTRUCTION FENCING

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STAGING PLAN

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DATE:

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OF

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EM

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EM, MGS, RS

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KK

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SAINT CROIX NATIONAL SCENIC RIVERWAY

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SACN 244692

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DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

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IN FEET

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STAGING NOTES 1. CONTRACTOR MAY USE EXISTING PAVED SURFACE FOR CONTRACTOR MAY USE EXISTING PAVED SURFACE FOR STAGING. ACCESS ALONG THE DAY USE ROADWAY MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. 2. SITE AREAS AND ELEMENTS OUTSIDE THE LIMITS OF SITE AREAS AND ELEMENTS OUTSIDE THE LIMITS OF WORK SHALL BE PROTECTED DURING CONSTRUCTION. SEE SHEETS C1.1-C1.3 FOR REMOVALS. C1.1-C1.3 FOR REMOVALS. -C1.3 FOR REMOVALS. C1.3 FOR REMOVALS. FOR REMOVALS. 3. FLOOD POTENTIAL IS HIGHEST BETWEEN THE END OF FLOOD POTENTIAL IS HIGHEST BETWEEN THE END OF MARCH AND THE END OF JULY, WITH A PEAK EARLY APRIL TO MID-MAY. MATERIALS AND/OR EQUIPMENT MAY NEED TO BE REMOVED FROM THE SITE DURING THIS TIME TO MITIGATE IMPACTS. PORTABLE TOILETS SHALL BE PUMPED AND RELOCATED PRIOR TO MAJOR STORM EVENTS. NOTE THAT THESE TIME PERIODS NOTE THAT THESE TIME PERIODS ARE AN ESTIMATE BASED ON HISTORICAL DATA AND FLOODING OF THE SITE IS POSSIBLE AT ANY TIME.

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LEGEND

AutoCAD SHX Text 5' WIDE ACCESSIBLE HMA WALKWAY AND PICNIC AREA 5' WIDE CONCRETE OUTDOOR RECREATION ACCESS ROUTE ACCESSIBLE CONCRETE AREA

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APPROX. 500-YR FLOODPLAIN LIMITS (TYP.)

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APPROX. 100-YR FLOODPLAIN LIMITS (TYP.)

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MNDOT ROW (TYP.)

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MOTORIZED BOAT RAMP/LAUNCH

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ORDINARY HIGH WATER LINE (TYP.)

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OSPREY SHELTER

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ACCESSIBLE ROUTE

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BLUE HERON SHELTER

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NON-MOTORIZED LAUNCH

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ACCESSIBLE ROUTE

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EXISTING VAULT TOILET B

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EXISTING VAULT TOILET A

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EXISTING BOAT RAMP/LAUNCH

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OUTDOOR RECREATION ACCESS ROUTE (ORAR)

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EXISTING COMFORT STATION

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CONCRETE PLAZA

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BOAT RIGGING/ AIS AREA

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ACCESSIBLE PORTABLE TOILET

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ACCESSIBLE PARKING STALL (TYP.)

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ACCESSIBLE PICNIC AREA

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ACCESSIBLE PICNIC AREA

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ACCESSIBLE PICNIC AREA

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EDGE OF WATER

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ACCESSIBLE PICNIC AREA

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ACCESSIBILITY PLAN

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DATE:

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SUB SHEET NO.

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SHEET

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OF

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EM

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EM, MGS, RS

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KK

AutoCAD SHX Text 4/7/2021

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SAINT CROIX NATIONAL SCENIC RIVERWAY

AutoCAD SHX Text

SACN 244692

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text C0.0

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IN FEET

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SCALE

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160'

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SHEETS C1.1, C2.1C1.1, C2.1, C2.1C2.1

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SHEETS C1.2, C2.2C1.2, C2.2, C2.2C2.2

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APPROX. 500-YR FLOODPLAIN LIMITS (TYP.)

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APPROX. 100-YR FLOODPLAIN LIMITS (TYP.)

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MNDOT ROW (TYP.)

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SHEETS C2.3, C3.5C2.3, C3.5, C3.5C3.5

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ORDINARY HIGH WATER LINE (TYP.)

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SHEET C3.1C3.1

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SHEET C3.2C3.2

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SHEET C3.3C3.3

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SHEET C3.4C3.4

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EDGE OF WATER

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KEY MAP

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DATE:

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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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OF

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AutoCAD SHX Text 152584

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EM

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EM, MGS, RS

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KK

AutoCAD SHX Text 4/7/2021

AutoCAD SHX Text

SAINT CROIX NATIONAL SCENIC RIVERWAY

AutoCAD SHX Text

SACN 244692

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text C1.0

AutoCAD SHX Text

IN FEET

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SCALE

AutoCAD SHX Text 80'

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LEGEND

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SIGN

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BLUE HERON SHELTER

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STAIRS

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RIP RAP

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OVERHANG

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COL (TYP)

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GRILL

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GRILL

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OVERHANG

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WATER ELEVATION = 683.8 FEET DATED 09/12/19

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OVERHANG

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DECK

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EDGE OF CHANNEL

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EXISTING BLUE HERON SHELTER TO REMAIN

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EXISTING VAULT TOILET TO REMAIN

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REMOVE EXISTING WOODEN BOARDWALK/OVERLOOK

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ORDINARY HIGH WATER LINE

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EXISTING GRILLS TO REMAIN

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REMOVE EXISTING TIMBER RETAINING WALL

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TREE PROTECTION PER DETAIL 2 ON SHEET C6.2 (TYP.)C6.2 (TYP.) (TYP.)

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TREE REMOVAL (TYP.)

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WATTLE (TYP.)

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REMOVE EXISTING GRILL AND STORE FOR RELOCATION (TYP.)

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TREE REMOVAL (TYP.)

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REMOVE EXISTING DRINKING FOUNTAIN AND STORE FOR RELOCATION

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REMOVE EXISTING CONCRETE (TYP.)

AutoCAD SHX Text REMOVE EXISTING BOULDERS ALONG ROADWAY PERIMITER (APPROX. 97 COUNT) AND STORE FOR RELOCATION

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EDGE OF WATER

AutoCAD SHX Text REMOVE EXISTING BOULDERS ALONG ROADWAY PERIMITER (APPROX. 46 COUNT) AND STORE FOR RELOCATION

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CLEARING & GRUBBING LIMITS (TYP.)

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SAWCUT EXISTING PAVEMENT (TYP.)

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SAWCUT EXISTING CONCRETE

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ASPHALT PAVEMENT REMOVAL

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CONCRETE REMOVAL

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CURB REMOVAL

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FENCE REMOVAL

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WATTLES

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CLEARING & GRUBBING LIMITS

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SAWCUT

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TREE REMOVAL

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TREE PROTECTION

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FLOTATION SILT CURTAIN

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REMOVE & SALVAGE EXISTING GRILL

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CLEARING AND GRUIBBING

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TESC & DEMO PLAN I

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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SHEET

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OF

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AutoCAD SHX Text 152584

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EM

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EM, MGS, RS

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KK

AutoCAD SHX Text 4/7/2021

AutoCAD SHX Text

SAINT CROIX NATIONAL SCENIC RIVERWAY

AutoCAD SHX Text

SACN 244692

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a licensed Professional Engineer under the laws of the State of Minnesota. Print Name: Signature: Date: License #:

AutoCAD SHX Text

DOUGLAS SARKKINEN

AutoCAD SHX Text 4/8/2021

AutoCAD SHX Text 58995

AutoCAD SHX Text C1.1

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IN FEET

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SCALE

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MATCHLINE, SHEET C1.2C1.2

TESC/DEMOLITION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE THROUGH THE SITE DURING CONSTRUCTION. 2. PROTECT EXISTING UTILITIES, SIGNAGE, AND FEATURES IN PLACE PROTECT EXISTING UTILITIES, SIGNAGE, AND FEATURES IN PLACE NOT CALLED OUT FOR REMOVAL OR RELOCATION. 3. TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED AND APPROVED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 4. CONTRACTOR SHALL PROVIDE EROSION CONTROL MAINTENANCE CONTRACTOR SHALL PROVIDE EROSION CONTROL MAINTENANCE DURING CONSTRUCTION AND SHALL REMOVE EROSION CONTROL MEASURES AFTER CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF UNDERGROUND UTILITIES. 6. SEE SHEETS C3.1-C3.5 FOR LAYOUT CONTROL POINTS THAT SEE SHEETS C3.1-C3.5 FOR LAYOUT CONTROL POINTS THAT DEFINE LIMITS OF DEMOLITION. 7. SEE SHEET C1.3 FOR SIGN REMOVALS. SEE SHEET C1.3 FOR SIGN REMOVALS. 8. WHEN PAVEMENT IS REMOVED IN AREAS TO BE REVEGETATED, WHEN PAVEMENT IS REMOVED IN AREAS TO BE REVEGETATED, REMOVE ALL AGGREGATE BASE AND RIP SUBGRADE TO A DEPTH OF 24" MINIMUM. 9. EXISTING PORTABLE TOILETS AND DUMPSTERS AT COMFORT EXISTING PORTABLE TOILETS AND DUMPSTERS AT COMFORT STATION SHALL BE REMOVED AND STORED FOR RELOCATION. 10. EXISTING PICNIC TABLES SHALL BE REMOVED AND STORED FOR EXISTING PICNIC TABLES SHALL BE REMOVED AND STORED FOR RELOCATION.

AutoCAD SHX Text B I T U M I N O U S

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AutoCAD SHX Text B I T U M I N O U S

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WATER ELEVATION = 683.8 FEET DATED 09/12/19

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SIGN

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AutoCAD SHX Text B I T U M I N O U S

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SIGN

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SIGN

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WATER ELEVATION = 683.7 FEET DATED 09/12/19

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18"CMP

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18"CMP

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18"CMP

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12"CMP

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BRIDGE

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BENCH

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STAIRS

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RIP RAP

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SEWER MOUND SYSTEM

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AutoCAD SHX Text Contours Shown per LiDAR

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OVERHANG

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COL (TYP)

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GRILL

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GRILL

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18"CMP

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12"HDPE

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12"HDPE

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SIGN

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GATE

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18"CMP

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OVERHANG

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COL

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COL

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OVERHANG

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WATER FOUNTAIN

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PUMP STATION

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BOAT LAUNCH

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EDGE OF CHANNEL

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OSPREY SHELTER

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EXISTING VAULT TOILET TO REMAIN

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EXISTING OSPREY SHELTER TO REMAIN

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EXISTING SEPTIC MOUND TO REMAIN

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EXISTING COMFORT STATION TO REMAIN

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REMOVE EXISTING DRINKING FOUNTAIN AND STORE FOR RELOCATION

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BID OPTION 5: REMOVE EXISTING RETAINING WALL

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REMOVE EXISTING POWER POLE

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EXISTING WELL HOUSE TO REMAIN

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MNDOT ROW

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APPROX. 500-YR FLOODPLAIN LIMITS (TYP.)

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APPROX. 100-YR FLOODPLAIN LIMITS (TYP.)

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ORDINARY HIGH WATER LINE (TYP.)

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EXISTING GRILLS TO REMAIN

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EXISTING GRILLS TO REMAIN

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EXISTING GRILL TO REMAIN

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EXISTING GRILL TO REMAIN

AutoCAD SHX Text REMOVE ALL EXISTING BOULDERS ALONG ROADWAY PERIMETER (APPROX. 83 COUNT) AND STORE FOR RELOCATION

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REMOVE EXISTING FENCE (TYP.)

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CLEARING & GRUBBING LIMITS (TYP.)

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REMOVE ALL EXISTING UTILITIES AT OLD HOST SITE

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TREE PROTECTION PER DETAIL 2 ON SHEET C6.2 (TYP.)C6.2 (TYP.) (TYP.)

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REMOVE EXISTING STRIPING

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REMOVE EXISTING CONCRETE (TYP.)

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REMOVE EXISTING GRILL AND STORE FOR RELOCATION (TYP.)

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REMOVE EXISTING DRINKING FOUNTAIN FOR RELOCATION

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INSTALL FLOTATION SILT CURTAIN PER DETAIL 8 SHEET C6.2C6.2

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WATTLE (TYP.)

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REMOVE EXISTING CONCRETE BLOCKS AND WHEEL STOPS

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WATTLE (TYP.)

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SAWCUT EXISTING PAVEMENT (TYP.)

AutoCAD SHX Text REMOVE ALL EXISTING BOULDERS ALONG ROADWAY PERIMETER (APPROX. 22 COUNT) AND STORE FOR RELOCATION

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EXISTING POWER POLE TO REMAIN

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EXISTING PARKING STALL LINES TO REMAIN

AutoCAD SHX Text REMOVE ALL EXISTING BOULDERS ALONG ROADWAY PERIMETER (APPROX. 24 COUNT) AND STORE FOR RELOCATION

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SAWCUT EXISTING CONCRETE

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SILT CURTAIN (TYP.)

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SEDIMENT CONTROL BAG AND DEWATERING PUMP

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SEDIMENT CONTROL BAG AND DEWATERING PUMP

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ASPHALT PAVEMENT REMOVAL

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CONCRETE REMOVAL

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CURB REMOVAL

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FENCE REMOVAL

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WATTLES

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CLEARING & GRUBBING LIMITS

Aut…

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