W912EK23B0001 Drawings - VOL 105E - MCLD_MDL_TRAIL_BRIDGE.pdf

PDF 41 MB Posted Aug 8, 2023

Attached to: SOLICITATION: IOWA RIVER BASIN, CEDAR RIVER, CEDAR RAPIDS, IA, CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT, REACH 1 MCLOUD RUN MIDDLE REACH CHANNEL, TRAIL BRIDGE, FLOODWALL, AND 10TH ST NE ROAD RAISE
Solicitation number: W912EK23B0001
Issued by: Department of the Army Corps of Engineers Engineering District Rock Island

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details for a federal solicitation for construction services related to flood risk management projects along the Cedar River in Cedar Rapids, Iowa. The U.S. Army Corps of Engineers, Rock Island District is seeking proposals to design and build a new trail bridge, floodwall, and road raise along Reach 1 of the Cedar River as part of ongoing efforts to manage flood risks. Responses are due by April 20, 2023, with award of the firm fixed price contract anticipated by June 2023. Construction work must be complete by December 2024. The solicitation includes drawings of the proposed bridge, floodwall, and road raise to provide prospective offerors with relevant project details to inform their responses.

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Other files

File	Type	Posted
BID SUMMARY SHEET - W912EK23B0001.pdf	PDF	Sep 7, 2023
W912EK23B0001 Amendment 0003.pdf	PDF	Aug 24, 2023
W912EK23B0001 Site Visit Attendees List.pdf	PDF	Aug 21, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL102_MCLD_MDL_UTILITY_RELOS.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amendment 0002.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL104_MCLD_MDL_CHANNEL.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL107_MCLD_MDL_FLOODWALL.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL101_MCLD_MDL_ROAD_RAISE.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amnd 0002 Drawings - VOL105E_MCLD_MDL_TRAIL_BRIDGE.pdf	PDF	Aug 17, 2023
W912EK23B0001 Amendment 0001.pdf	PDF	Aug 14, 2023
W912EK23B0001 Drawings - VOL 102 - MCLD_MDL_UTILITY_RELOS.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 104 - MCLD_MDL_CHANNEL.pdf	PDF	Aug 8, 2023
W912EK23B0001 Drawings - VOL 101 - MCLD_MDL_ROAD_RAISE.pdf	PDF	Aug 8, 2023
W912EK23B0001.pdf	PDF	Aug 8, 2023
W912EK23B001 Drawings - VOL 107_MCLD_MDL_FLOODWALL.pdf	PDF	Aug 8, 2023

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US Army Corps of Engineers US Army Corps of Engineers

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US Army Corps of Engineers ®

US Army Corps of Engineers US Army Corps of Engineers

APPROVAL RECOMMENDED BY:

DATE

CHIEF, GEOTECHNICAL BRANCH

CHIEF, DESIGN BRANCH

CHIEF, TECHNICAL SERVICES BRANCH

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

CHIEF, HYDROLOGY & HYDRAULICS BRANCH

THIS PROJECT WAS DESIGNED BY HDR ENGINEERING,

INC. FOR THE CITY OF CEDAR RAPIDS FOR

INCORPORATION INTO ROCK ISLAND DISTRICT CORPS

OF ENGINEERS CONTRACT. THE INITIALS OR

SIGNATURES AND REGISTRATION DESIGNATIONS OF

THE INDIVIDUALS WITHIN THE ROCK ISLAND DISTRICT

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER

1110-1-8152. SIGNATURES INDICATE OFFICIAL

RECOMMENDATION OF ALL DRAWINGS IN THIS SET.

SHAVER ROAD PEDESTRAIN BRIDGE AND TRAIL

REACH 1 MCLOUD RUN MIDDLE REACH

CEDAR RAPIDS FLOOD RISK MANAGEMENT PROJECT

CEDAR RAPIDS, IA

CEDAR RIVER

IOWA RIVER BASIN

SPECIFICALLY AUTHORIZED

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Digitally signed by

BARNES.ANDREW.G.1248281924

Date: 2023.08.03 16:18:36 -05'00'

15" RCP

36" RCP

36" RCP x3

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SHEET ID

VOL105E

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US Army Corps of Engineers US Army Corps of Engineers

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SOLICITATION

DATE

CITY ENGINEER OR DESIGNEE

PLANS OF IMPROVEMENTS FOR:

LOCATION MAP

MAYOR: TIFFANY O'DONNELL

AT LARGE: TYLER OLSON

AT LARGE: ANN POE

AT LARGE: PATRICK LOEFFLER

DISTRICT 1: MARTY HOEGER

DISTRICT 2: SCOTT OVERLAND

DISTRICT 3: DALE TODD

DISTRICT 4: SCOTT OLSON

DISTRICT 5: ASHLEY VANORNY

CEDAR RAPIDS FLOOD CONTROL SYSTEM

MCLOUD RUN PEDESTRIAN BRIDGE AND TRAIL

CONSTRUCTION - VOLUME 105-E

CITY OF CEDAR RAPIDS, IOWA

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

ANDREW W MCCOY, P.E.

LICENSE NUMBER: P18963

MY LICENSE RENEWAL DATE IS: DECEMBER 31, 2023

PAGES OR SHEETS COVERED BY THIS SEAL:

City of Five Seasons

EDAR RAPIDSC

NOT TO SCALE

DATE

PROJECT LOCATION

PLANS PREPARED BY:

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THIS ENGINEERING DOCUMENT IS RECOMMENDED FOR FILING WITH

THE CITY CLERK

CITY TRAFFIC ENGINEER OR DESIGNEE

DATEUTILITIES ENGINEER OR DESIGNEE

DATE

CITY COUNCIL:

PLANS PREPARED FOR:

NOTE:

THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH FEDERAL STANDARDS AND UTILIZES THE UFGS SPECIFICATION FORMAT. SUPPLEMENTAL SPECIFICATIONS AND DESIGN DETAILS FROM THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS 2020), IOWA DOT (2020) AND CEDAR RAPIDS SUPPLEMENTAL SPECIFICATIONS (2020) ARE REFERENCED AS NEEDED. CONSULT THE CONTRACTING OFFICER IF DISCREPANCIES

OCCUR.

HDR Engineering, Inc.

5815 Council St. NE Suite B Cedar Rapids, IA 52402 319.373.2536

SHAVER ROAD

J AVE

10TH

ST N

MCLOUD RUN

DATE

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

GRANT M. SCHMITZ, P.E.

LICENSE NUMBER: P25596

MY LICENSE RENEWAL DATE IS: DECEMBER 31, 2024

PAGES OR SHEETS COVERED BY THIS SEAL:

CITY OF CEDAR RAPIDS

FLOOD CONTROL PROJECT MANAGER

THIS ENGINEERING DOCUMENT IS RECOMMENDED FOR FILING WITH

THE CITY CLERK

DATE

I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS

PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER

UNDER THE LAWS OF THE STATE OF IOWA.

MICHAEL KUREK, P.E.

LICENSE NUMBER: P24798

MY LICENSE RENEWAL DATE IS: DECEMBER 31, 2023

PAGES OR SHEETS COVERED BY THIS SEAL:

PROFESS ONAL ENG

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MICHAEL P.

KUREK

24798

PROFESS ONAL ENG

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GRANT M.

SCHMITZ

P25596

G, GC, CD, A, C, AND V SHEETS

S SHEETS

PROFESS ONAL ENG

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IO W A

ANDREW W

McCOY 18963

HYDRAULIC DATA

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6/28/2023

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SOLICITATION

INDEX OF SHEETS

SHEET No. DESCRIPTION

G-001 - G-002 TITLE SHEET

G-003 GENERAL PLAN, LEGEND AND NOTES

G-004 PLAN SET INDEX

G-005 - G-006 QUANTITIES

GC-001 - GC-107 TRAFFIC CONTROL AND STAGING SHEETS

V-101 - V-102 REFERENCE TIES & BENCHMARKS

CD-101 REMOVAL SHEETS

C-101 SHARED USE PATH SHEET OVERVIEW

C-102 - C-104 SHARED USE PATH PLAN AND PROFILE SHEETS

C-105 - C-106 SHARED USE PATH CONNECTION PLAN AND PROFILE SHEETS

C-107 - C-108 FISHING TRAILS PLAN AND PROFILE

C-109 - C-112 SIDEWALK SHEETS

C-113 SEGMENTAL BLOCK RETAINING WALL

C-301 - C-304 TYPICAL CROSS SECTIONS AND DETAILS

C-305 - C-310 SHARED USE PATH CROSS-SECTION SHEETS

C-310 - C-311 SHARED USE PATH CONNECTION CROSS-SECTION SHEETS

C-501 - C-508 DETAIL SHEETS

S-001 - S-108 BRIDGE SHEETS

A-101 TRAIL JOINTING DETAIL

Subdrain

PROPOSED

ACC / PCC / Curb

Gas

EXISTING

12" Storm Sewer 6" Storm Sewer

Storm Sewer (Size Unknown) 8" Sanitary Sewer 6" Sanitary Sewer

Fiber Optic Cable Electric (Overhead)

Electric (Underground) Centerline

LEGEND

Wall Fence

Utility Easement

Right of Way

Section Line Adjoining Lot Line

Boundary Line

10" Water 8" Water

Water (Size Unknown)

Temporary Construction Easement

Floodwall Right of Way

Pipe Casing

SW-401

SW-501

SW-502

SW-505

SW-506

SW-509

SW-512

COCLEAN OUT

Sheet Pile

UTILITY LEGEND

SYMBOL COMPANY UTILITY

E ALLIANT ENERGY ELECTRIC

OHE ALLIANT ENERGY OVERHEAD ELECTRIC

G / GHP MIDAMERICAN ENERGY GAS / HI PRESSURE GAS

FO1

CITY OF CEDAR RAPIDS - JOINT COMMUNICATIONS NETWORK

(JCN) FIBER OPTIC

FO2 / T2 IOWA COMMUNICATIONS NETWORK (ICN) FIBER OPTIC / TELEPHONE

FO3 / T3 CENTURY LINK FIBER OPTIC / TELPHONE

FO4 / T4 WINDSTREAM FIBER OPTIC / TELEPHONE

FO5 / T5 AUREON FIBER OPTIC / TELEPHONE

FO6 / T6 UNITE PRIVATE NETWORK (UPN) FIBER OPTIC / TELEPHONE

FO7 / T7 / TV7 IMON FIBER OPTIC / TELEPHONE / TELEVISION

FO8 / TV8 MEDIACOM FIBER OPTIC

FO9 SCHIMBERG FIBER OPTIC

T10 VERIZON FORMERLY MCI TELEPHONE

ST CITY OF CEDAR RAPIDS STORM SEWER

SS CITY OF CEDAR RAPIDS SANITARY SEWER

W CITY OF CEDAR RAPIDS WATER

UTILITIES IDENTIFIED WITH A QUALITY LEVEL OTHER THAN D:

LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL

EXAMPLE: GAS, QUALITY LEVEL A

UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-02.

UTILITY QUALITY LEVELS:

LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS.

LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE

BOXES, ETC; AND CORRELATING THIS INFORMATION WITH EXISTING UTILITY RECORDS.

LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE

AND HORIZONTAL POSITION OF UNDERGROUND UTILITIES.

LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND

VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.

G-A

GENERAL UTILITY NOTES

1. REFER TO 2020 IOWA SUDAS DIVISION 1, SECTION 1070, PART 2.07 FOR GENERAL UTILITY REQUIREMENTS.

2. ABANDONED UTILITIES NOT SHOWN ON THE PLANS MAY EXIST WITHIN THE CONSTRUCTION LIMITS. IF ENCOUNTERED, CONTRACTOR SHALL CONFIRM SAID UTILITIES ARE ABANDONED.

CONTRACTOR IS RESPONSIBLE FOR REMOVING THESE UTILITIES AS NECESSARY FOR CONSTRUCTION.

NOTIFY THE CONTRACTING OFFICER ON THE DAY OF DISCOVERY IF UTILITIES NOT SHOWN IN THE CONSTRUCTION DRAWINGS ARE DISCOVERED IN THE FIELD. CONFIRM IF ENCOUNTERED UTILITIES ARE

ABANDONED. REMOVE ABANDONED UTILITIES AS FOLLOWS:

REMOVE ABANDONED PIPES AND CONDUITS IDENTIFIED OR ENCOUNTERED WITHIN THE

FOOTPRINT OF PROJECT FEATURES A MINIMUM OF 25 FEET FROM THE TOE OF

EMBANKMENTS OR VERTICAL FACE OF STRUCTURES OR TO THE CONSTRUCTION WORK

LIMITS, WHICHEVER IS LESS. PLUG THE REMAINING PORTIONS OF ABANDONED PIPES

OR CONDUITS BEYOND THE LIMITS OF REMOVAL WITH CONCRETE. PRIOR TO PLUGGING,

CLEAN THE INTERIOR OF THE PIPE TO BE PLUGGED AND PLACE THE CONCRETE IN SUCH

A MANNER AS TO ENSURE A DENSE, WELL BONDED PLUG. ALL MATERIALS AND

PROCEDURES TO BE USED FOR PLUGGING OF CONDUITS AND PIPES TO BE APPROVED BY

THE CONTRACTING OFFICER PRIOR TO PERFORMING PLUGGING OPERATIONS.

3. VERIFY SANITARY AND STORM SEWER PIPE SIZES AND INVERTS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MANHOLES AND/OR PIPE. NO ADDITIONAL PAYMENT SHALL BE MADE TO THE CONTRACTOR FOR MATERIAL THAT IS ORDERED AND DOES NOT MATCH PIPE SIZES AND INVERTS THAT ARE TO BE CONFIRMED PRIOR TO CONSTRUCTION.

4. REPAIR ALL FIELD/DRAIN TILES ENCOUNTERED DURING CONSTRUCTION AS SPECIFIED OR AT A MINIMUM TO ALLOW FLOW USING LIKE MATERIAL IN NEW CONDITION WITH CITY APPROVED CONNECTIONS. RECORD TYPE, SIZE, LOCATION AND DEPTH OF ALL FIELD/DRAIN TILES ENCOUNTERED AND REPAIRED DURING CONSTRUCTION. PROVIDE DATA TO THE

CITY FOR INCORPORATION INTO RECORD DRAWINGS.

5. CALL AND COORDINATE WITH UTILITY COMPANY AT LEAST ONE WEEK PRIOR TO EXCAVATION.

6. POTHOLE, EXPOSE, AND PROTECT EXISTING UTILITIES PRIOR TO REMOVAL OR EXCAVATION ACTIVITIES.

EROSION CONTROL NOTES

THE CITY OF CEDAR RAPIDS HAS OBTAINED AN NPDES GENERAL PERMIT NO.2 FOR THIS PROJECT. TO SATISFY THE REQUIREMENTS OF THE NPDES PERMIT. THE CONTRACTOR SHALL DEVELOP A SWPPP MEETING LOCAL AND STATE AGENCY REQUIREMENTS, AND COMPLYING WITH THE ADMINISTRATIVE PROVISIONS OF THE IOWA DNR NPDES GENERAL PERMIT NO. 2, INCLUDING RECORD KEEPING, DOCUMENTATION, UPDATING THE SWPPP, FILING THE NOTICE OF DISCONTINUATION, ETC. ITEM ALSO INCLUDES WEEKLY INSPECTIONS REQUIRED TO SATISFY THE PROVISIONS OF GENERAL PERMIT NO. 2. UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN THE TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS. CONTRACTOR SHALL ALSO FURNISH AND MAINTAIN EROSION CONTROL AND WATER QUALITY SYSTEMS PER THE SWPPP. THE

CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL

AND PROPER DISPOSAL OF TEMPORARY EROSION AND SEDIMENT CONTROL SYSTEMS.

CONTRACTOR AND ALL SUBCONTRACTORS WORKING ON THE SITE SHALL SIGN THE PERMIT AS CO-PERMITEES PRIOR

TO CONDUCTING ANY LAND DISTURBANCE ACTIVITY ON THE SITE.

CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND MAINTENANCE OF ALL EXISTING AND CONSTRUCTED DRAINAGE CHANNELS AND DRAINAGE STRUCTURES. CONTRACTOR IS LIABLE FOR ALL DAMAGE TO PUBLIC OR PRIVATE PROPERTY CAUSED BY THEIR ACTION OR INACTION IN THE HANDLING OF STORM WATER FLOWS DURING CONSTRUCTION. EXTRA GRADING WORK NECESSARY TO MAINTAIN POSITIVE DRAINAGE WITHIN THE CONSTRUCTION

LIMITS IS CONSIDERED INCIDENTAL TO CONSTRUCTION OR RELATED BID ITEMS.

A FLOODPLAIN DEVELOPMENT PERMIT HAS BEEN APPLIED FOR THROUGH THE IOWA DNR. REFERENCE THE IDNR AND

CITY FLOODPLAIN PERMITS FOR THE CONDITIONS REQUIRED DURING CONSTRUCTION.

Utility Contacts

Alliant Energy - Electric Dan Grant 319-786-1921 dangrant@alliantenergy.com MidAmerican Energy - Gas Greg Wildebour 319-298-5162 gawildebour@midamerican.com City of Cedar Rapids - Storm and Sanitary Ben Worrell 319-286-5745 b.worrell@cedar-rapids.org City of Cedar Rapids - Water Mike Zach 319-286-5999 m.zach@cedar-rapids.org City of Cedar Rapids - Joint Communications Network (JCN) - Fiber Optic Sean Hanna 319-286-5027 S.hanna@cedar-rapids.org Iowa Communications Network (ICN) - Fiber Optic / Telephone Tim Flickinger 515-725-4699 timothy.flickinger@iowa.gov Lumen Technologies - Fiber Optic / Telephone Tim Carone 847-812-2247 tcarone@terratechllc.net Windstream - Fiber Optic / Telephone Stephen Kness 319-538-1985 stephen.kness@windstream.com Aureon - Fiber Optic / Telephone Jeff Klocko 515-830-0445 jeff.klocko@aureon.com Unite Private Network (UPN) - Fiber Optic / Telephone Joe Ernster 319-252-7463 joe.ernster@upnfiber.com ImOn - Fiber Optic / Telephone / Television Eric Bieber 319-533-2961 eric.bieber@imon.net Mediacom - Fiber Optic / Television Fred Rhomberg 319-395-9699 x3462 frhomberg@mediacomcc.com Schimberg - Fiber Optic Dave Schimberg 319-721-1585 Verizon formerly MCI - Telephone Jacob Bush 319-892-1376 City of Cedar Rapids - Storm and Sanitary

GENERAL NOTES

1. APPLY FOR AND ACQUIRE THE FOLLOWING CITY PERMITS, BONDS, AND CERTIFICATES:

PUBLIC RIGHT-OF-WAY PERMIT (AVAILABLE THROUGH THE PUBLIC WORKS- REAL ESTATE DIVISION, RIGHT OF WAY

MANAGEMENT.)

CURRENT BOND FOR GRADING, OPENING OR WORKING IN PUBLIC STREET AND PUBLIC PROPERTY (FILE WITH THE

PUBLIC WORKS- REAL ESTATE DIVISION, RIGHT OF WAY MANAGEMENT).

VENDOR REGISTRATION CERTIFICATE (OBTAIN THROUGH THE CEDAR RAPIDS FINANCE DEPARTMENT).

GENERAL COMMERCIAL BUILDING PERMIT - FOR PARKING LOT WORK. (OBTAIN THROUGH THE CEDAR RAPIDS

BUILDING DEPARTMENT.

THE CITY OF CEDAR RAPIDS WILL NOT CHARGE PERMIT FEES.

2. COORDINATE THE CONSTRUCTION SCHEDULE WITH CITY STAFF TO AVOID CONFLICTS WITH CITY EVENTS. NO

ADDITIONAL COMPENSATION WILL BE MADE FOR COORDINATING SCHEDULES AROUND EVENTS.

3. COORDINATE WITH ADJACENT CONSTRUCTION CONTRACTS TO AVOID DELAYS AND REWORK.

4. COORDINATE PHASING, INGRESS/EGRESS, AND OTHER CONSTRUCTION ACTIVITIES WITH THE ADJACENT PROJECT

WORK OCCURRING AT THE SAME TIME.

5. EXISTING CONDITIONS TOPOGRAPHY IN THE PLANS REPRESENTS CONDITIONS AS OF OCTOBER 2019. SOME SITE CONDITIONS HAVE CHANGED SINCE OCTOBER 2019 DUE TO COMPLETED PROJECTS. PERFORM SITE VISITS TO VERIFY

HOW EXISTING CONDITIONS HAVE CHANGED. .

6. THESE PLANS SHOW MULTIPLE PHASES OF THE PROJECT. WORK NOT INCLUDED IN THIS CONTRACT ARE SHADED, OR

HAVE GRAYSCALED FONT.

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36" RCP

FFE=730.59' FFE=730.56'

FFE=730.57'

FFE=730.52'

FFE=730.66'

FFE=731.47'

FFE=730.95'

FFE=730.65' FFE=730.55'

FFE=730.73'

FFE=730.71'

FFE=732.16'

FFE=732.41'

FFE=732.38'

FFE=733.24'

FFE=733.18'

FFE=733.49'

FFE=733.45'

RIM=738.74'

FL IN E=719.45' 30"

FL IN W=719.63' 8"

FL OUT SW=719.43' 30"

RIM=740.65'

FL IN SW=723.35' 8"

FL IN SW=731.55' 8"

FL OUT E=723.15' 8"

RIM=741.92'

FL IN NW=734.50' 8"

FL IN SW=732.50' 8"

FL OUT NE=732.46' 8"

RIM=733.54'

FL IN W=719.90' 24"

FL IN NE=725.72' 8"

FL IN NE=721.20' 8"

FL OUT SE=719.46' 24"

RIM=733.67'

FL IN NW=726.10' 8"

FL IN NW=721.28' 8"

FL IN SW=720.18' 24"

FL OUT E=720.08' 24"

RIM=733.10'

FL IN NW=719.50' 24"

FL OUT SW=719.32' 24"

RIM=731.54'

FL IN NE=719.45' 24"

FL OUT SW=719.04' 24"

RIM=731.72'

FL OUT SE=720.94' 15"

RIM=728.65'

FL IN NW=720.99' 15"

FL OUT SE=721.05' 15"

RIM=727.99'

FL IN NW=719.01' 24"

FL OUT SE=718.95' 24"

RIM=729.68'

FL IN NW=720.84' 15"

FL IN SW=721.30' 6"

FL OUT SE=720.78' 15"

RIM=729.59'

FL IN NW=720.59' 15"

FL IN NE=721.05' 6"

FL IN NE=725.09' 6"

FL OUT SE=720.57' 12"

RIM=727.77'

FL IN NW=718.58' 24"

FL OUT SE=718.56' 24"

RIM=730.34'

FL IN NW=720.34' 12"

FL IN SW=721.20' 6"

FL OUT SE=720.26' 12"

RIM=729.33'

FL IN NW=719.73' 12"

FL OUT SE=719.53' 12"

RIM=728.83'

FL IN NW=718.23' 24"

FL OUT SE=718.19' 24"

RIM=730.41'

FL OUT SW=728.31' 18"

RIM=732.64'

FL IN NE=727.44' 18"

FL IN NW=727.04' 30"

FL OUT SE=726.94' 36"

RIM=736.37'

FL IN SE=720.97' 24"

FL OUT SW=720.91' 27"

RIM=730.87'

FL IN NE=720.71' 27"

FL OUT SW=720.61' 27"

RIM=727.94'

FL IN SW=725.04' 15"

FL OUT NW=724.94' 24"

RIM=743.08'

FL OUT NE=739.58' 18"

RIM=741.36'

FL IN NW=735.66' 18"

FL OUT SE=734.96' 18"

RIM=740.45'

FL OUT SE=734.79' 15"

RIM=740.07'

FL OUT SE=735.87' 15"

RIM=738.82'

FL OUT S=735.22' 15"

RIM=738.82'

FL IN N=734.52' 15"

FL OUT SW=734.32' 15"

RIM=739.21'

FL IN NE=733.81' 15"

FL OUT W=730.41' 15"

RIM=734.40'

FL IN E=730.00' 15"

FL OUT W=729.90' 15"

RIM=739.32'

FL OUT E=735.92' 18" RIM=739.34'

FL IN W=735.54' 18"

FL IN S=734.64' 15"

FL OUT N=734.74' 18"

RIM=739.74'

FL IN N=732.50' 8"

FL OUT S=732.44' 8"

RIM=740.80'

FL IN NE=732.74' 8"

FL OUT S=732.70' 8"

RIM=739.86'

FL IN S=732.36' 18"

FL IN E=732.36' 18"

FL OUT NW=727.66' 24"

RIM=740.12'

FL IN E=732.82' 8"

FL OUT SW=732.72' 8"

RIM=740.42'

FL IN N=720.32' 30"

FL OUT W=720.22' 30"

RIM=738.69'

FL IN E=720.19' 30"

FL OUT W=719.69' 30"

RIM=738.49'

FL IN NE=719.39' 30"

FL OUT S=719.29' 30"

RIM=738.16'

FL OUT E=734.56' 15"

RIM=738.05'

FL IN W=733.75' 15"

FL IN S=731.95' 15"

FL OUT N=731.85' 15"

RIM=741.71'

FL IN N=731.41' 8"

FL IN E=731.71' 8"

FL OUT S=731.41' 8"

RIM=742.22'

FL IN SW=739.32 12"

FL OUT N=739.32' 15"

RIM=742.14'

FL IN S=738.84' 15"

FL OUT NW=738.54' 15"

RIM=741.82'

FL IN SE=738.02' 15"

FL OUT N=737.92' 15"

RIM=740.28'

FL IN S=736.58' 15"

FL IN W=735.88' 15"

FL OUT N=735.68' 15"RIM=740.14'

FL IN W=736.04' 15"

FL OUT E=735.94' 15"

RIM=739.56'

FL OUT E=735.65' 15"

RIM=741.39'

FL IN N=735.29' 8"

FL IN NW=735.49' 8"

FL OUT SW=735.09' 15"

RIM=738.49'

FL IN NE=734.79' 15"

FL IN NW=735.69' 12"

FL IN SE=734.89' 18"

FL OUT SW=734.69' 18"

RIM=737.74'

FL IN SW=734.94' 18"

FL OUT NW=734.94' 18"

RIM=737.70'

FL IN SW=735.50' 8"

FL OUT NE=735.00' 18"

RIM=737.54'

FL OUT NE=735.54' 8"

RIM=739.00'

FL IN NE=734.70' 18"

FL IN NW=734.70' 18

FL IN SW=734.20' 4"

FL OUT SE=734.10' 18"

RIM=739.00'

FL IN NW=734.19' 18"

FL OUT SW=734.09' 18"

RIM=737.71'

FL IN N=733.51' 15"

FL IN SW=730.91' 12"

FL OUT SE=734.81' 24"

RIM=736.63'

FL IN NW=731.23' 12"

FL IN W=730.73' 4"

FL OUT SE=730.73' 15"

RIM=733.52'

FL IN NW=722.22' 8"

FL IN W=721.22' 24"

FL OUT E=720.22' 24"

RIM=733.45'

FL IN SW=729.65' 6"

FL OUT NE=729.65' 6"

RIM=733.04'

FL IN NW=729.04' 18"

FL IN SW=729.34' 6"

FL OUT NE=729.04' 24"

RIM=733.38'

FL IN SW=728.38' 24"

FL IN N=728.58' 15"

FL OUT SE=728.18' 30"

RIM=739.92'

FL IN NE=736.62' 15"

FL OUT S=735.02' 15"

RIM=738.72'

FL IN NE=734.32' 8"

FL OUT S=732.22' 8"

RIM=742.40'

FL IN NW=738.60' 15"

FL OUT SW=738.50' 15"

RIM=741.25'

FL IN NE=738.15' 15"

FL IN NW=737.85' 15"

FL OUT SE=737.85' 15"

RIM=738.70'

FL IN NW=734.90' 8"

FL IN E=734.50' 15"

FL OUT S=734.40' 15"

RIM=737.64'

FL IN N=733.54' 15"

FL IN W=729.54' 18"

FL OUT SE=729.54' 18"

RIM=737.69'

FL IN W=725.39' 8"

FL OUT SE=725.39' 8"

RIM=742.81'

FL OUT NE=740.21' 12"

RIM=742.69'

FL IN N=731.09' 8"

FL OUT S=730.99' 8"

RIM=742.27'

FL IN SE=737.77' 12"

FL OUT S=737.77' 12"

RIM=741.78'

FL IN S=738.28' 12"

FL OUT NW=738.18' 12"

RIM=741.65'

FL OUT N=738.75' 12"

(FL NOT VISIBLE DUE TO

HEAVY SILTING)

RIM=741.08'

FL IN E=730.58 10"

FL IN NE=734.18 8"

FL IN N=729.78' 8"

FL OUT S=729.78' 8"

RIM=734.10'

FL IN NW=730.50' 18"

FL OUT SE=730.30' 18"

RIM=733.44'

FL IN NW=729.54' 18"

FL OUT S=729.44' 18"

RIM=731.88'

FL IN E=723.18 8"

FL IN N=722.98' 8"

FL OUT S=722.98' 8"

RIM=731.37'

FL IN N=727.27' 18"

FL OUT S=726.97' 24"

RIM=730.58'

FL IN N=725.88' 24"

FL OUT W=726.08' 24"

RIM=730.38'

FL IN N=722.08' 8"

FL OUT S=722.08' 8"

RIM=736.56'

FL IN N=732.76 15"

FL OUT S=732.76' 15"

RIM=729.06'

FL IN E=725.06' 24"

FL OUT S=725.06' 24"

RIM=731.94'

FL IN N=721.34' 8"

FL OUT W=721.14' 8"

RIM=737.26'

FL OUT E=733.96' 15"

RIM=737.20'

FL IN W=733.20' 15"

FL OUT N=733.10' 15"

RIM=736.52'

FL IN W=732.52' 15"

FL OUT S=732.52' 15"

RIM=735.75'

FL OUT E=732.85' 15"

RIM=736.96'

FL IN E=732.76' 18"

FL OUT S=732.66' 18"

RIM=733.33'

FL IN N=729.73 15"

FL IN W=729.73' 15"

FL OUT E=729.63' 15"

RIM=733.50'

FL OUT E=729.70' 15"

RIM=734.73'

FL IN N=718.93' 30"

FL OUT S=718.93' 30"

RIM=736.71'

FL IN N=721.21' 30"

FL OUT S=721.01' 30"

RIM=741.27'

STRUCTURE IS COVERED BY

PROTECTIVE CLOTH BARRIER

PIPE SIZES AND INVERTS NOT VISIBLE

RIM= 739.76

STRUCTURE IS COVERED BY

PROTECTIVE CLOTH BARRIER

PIPE SIZES AND INVERTS NOT VISIBLE

DOWNSPOUTS DRAIN TO STORM PIPES VIA UNDERGROUND CONNECTIONS

NO SURFACE STRUCTURES IN

THIS AREA

RIM=726.51'

FL IN NE=723.51' 24"

FL OUT SW=723.51' 15"

RIM=728.39'

FL IN NE=724.29' 15"

FL IN S=724.19' 15"

FL OUT SW=724.19' 15"

RIM=730.23'

FL IN SE=726.43' 15"

FL OUT SW=726.43' 15"

RIM=727.58'

FL IN SE=725.08' 12"

FL IN S=724.88' 15"

FL OUT N=724.88' 15"

RIM=763.99'

FL IN N=761.79' 24"

FL OUT W=761.79' 12"

RIM=728.33'

FL OUT W=724.33' 24"

RIM=728.94'

FL IN SE=725.84' 15"

FL IN S=725.84 12"

FL OUT W=725.74' 18"

RIM=737.62'

FL IN SW=721.42' 24"

FL OUT NE=721.42' 24"

RIM=733.56'

FL IN NE=726.96' 8"

FL IN W=726.86' 8"

FL OUT SW=726.96' 8"

RIM=733.254'

FL IN N=727.254' 6"

FL IN NE=727.294' 8"

FL OUT SW=727.234' 8"

RIM=735.864'

FL IN NE=725.944' 8"

FL OUT W=725.884' 8"

RIM=735.929'

FL IN N=724.629' 24"

FL IN E=724.909' 8"

FL OUT S=724.569' 24"

RIM=736.944'

FL IN W=724.704' 24"

FL OUT S=724.824' 24"

NO STRUCTURE VISIBLE

RIM=737.01'

FL IN SW=721.91' 24"

FL OUT NE=721.76' 24"

DIMENSIONS AND INVERT OF

DIVERSION STRUCTURE NOT

OBTAINED DUE TO OBSTRUCTIONS

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G-004

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US Army Corps of Engineers US Army Corps of Engineers

U .S

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SOLICITATION

INTERNATIONAL PAPER

COMPANY

ALLIANT

ENERGY

SCHIMBERG

COMPANY

SCHIMBERG

COMPANY

J AVE

SHAVER ROAD 10TH ST

MCLOUD RUN

VOL 105D

VOL 103

VOL 104

VOL 107

VOL 108

VOL105E

VOL 101 & VOL 102

VOL 105B

VOL 105A

VOL 105B

VOL105E 11TH ST

VOL105C

VOL105E

SCALE: 1" = 100'

PLAN SET INDEXA1 0 100' 200'

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VOL105E

G-005

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

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SOLICITATION

*THIS SHEET FOR CONTRACTOR INFORMATION ONLY*

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3354 CY

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QUANTITIES AND TABULATIONSA1

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VOL105E

G-006

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US Army Corps of Engineers US Army Corps of Engineers

U .S

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*THIS SHEET FOR CONTRACTOR INFORMATION ONLY*

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VOL105E

GC001

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

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VOL 105E

STAGE 1

TRAFFIC

1. TRAFFIC CONTROL DEVICES FOR 10TH ST CLOSURE AND TRAIL DETOUR ARE EXISTING AND OWNED BY THE CITY- SEE VOL105B SHEETS J.40, J.41, AND J.42. EXISTING SIGNS ARE ALSO SHOWN ON SHEETS GC101, GC102, AND GC103. CONTRACTOR TO BEGIN MAINTENANCE OF THESE EXISTING SIGNS AT START OF PROJECT AND VERIFY SIGNS ARE IN PLACE. ALL ADDITIONAL TRAFFIC CONTROL DEVICES NEEDED TO COMPLY WITH THIS TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY THE CONTRACTOR, AND SHALL BECOME PROPERTY OF THE CITY'S AT THE END OF

CONSTRUCTION.

2. MAINTAIN TRAFFIC ON SHAVER ROAD AND J AVENUE

3. 10TH STREET WILL REMAIN CLOSED TO VEHICULAR TRAFFIC

4. STAGE 1 CEDAR VALLEY NATURE TRAIL DETOUR UTILIZING 10TH STREET TO REMAIN IN PLACE

CONSTRUCTION

1. COMPLETE WORK IN PLAN EXCEPT SIDEWALK RAMPS AT J AVENUE AND SIERRA DRIVE

2. COMPLETE MONOLITHS BY VOL 107 AND GRADING BY VOL 104 AS REQUIRED TO BUILD BRIDGE AND TRAIL

STAGE 2

TRAFFIC

1. MAINTAIN 2 LANE 2 WAY TRAFFIC AS SHOWN

2. 10TH STREET WILL REMAIN CLOSED TO VEHICULAR TRAFFIC

3. STAGE 1 CEDAR VALLEY NATURE TRAIL DETOUR UTILIZING 10TH STREET TO REMAIN IN PLACE

4. PROVIDE PEDESTRIAN DETOUR FOR SIDEWALK CLOSURE

CONSTRUCTION

1. CONSTRUCT SIDEWALK RAMPS AT J AVENUE AND SIERRA DRIVE

STAGE 3

FINAL TRAFFIC

1. PLACE DETOUR ROUTE AS SHOWN ON STAGE 3 TRAIL DETOUR PLAN

2. OPEN NEW CEDAR VALLEY NATURE TRAIL AND TRAIL BRIDGE

TRAFFIC CONTROL PLAN

1. MAJOR STAGES OF CONSTRUCTION ARE SHOWN IN THE STAGING AND TRAFFIC CONTROL PLAN. CHANGES TO THE STAGING PLAN MUST

BE APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING DETAILED TRAFFIC CONTROL PLANS TO THE CONTRACTING OFFICER FOR ALL STAGES OF WORK. WRITTEN NOTICE SHALL BE PROVIDED TO THE CONTRACTING OFFICER AT LEAST 48 HOURS IN ADVANCE OF ROADWAY CLOSURES AND STAGE TRANSITIONS FOR ANY STAGES OF WORK.

2. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SUDAS DIVISION 8, SECTION 8030, PARTS 1-3.

3. ALL PERMANENT PAVEMENT MARKINGS AND SIGNING SHALL BE INSTALLED PRIOR TO OPENING ROADWAYS TO TRAFFIC, UNLESS

OTHERWISE NOTED.

4. REMOVAL OF EXISTING PAVEMENT MARKINGS IN CONFLICT WITH TEMPORARY TRAFFIC CONTROL FEATURES OR NEW PAVEMENT

MARKINGS SHALL BE BY A METHOD APPROVED BY THE CONTRACTING OFFICER.

5. REFER TO STAGING NOTES FOR TRAFFIC CONTROL DETAILS.

6. SIDEWALKS EFFECTED BY CONSTRUCTION WILL BE CLOSED. PEDESTRIANS WILL BE DETOURED OFFSITE.

7. CEDAR LAKE BIKE TRAIL WILL BE CLOSED DURING CONSTRUCTION OF CEDAR VALLEY NATURE TRAIL. PEDESTRIAN AND BIKES WILL BE

DETOURED OFFSITE.

8. CONTRACTOR WILL BE REQUIRED TO MAINTAIN ACCESS TO PROPERTIES UTILIZING STAGED CONSTRUCTION.

9. LOCAL PROPERTY/BUSINESS ACCESS THROUGH THE PROJECT AREA WILL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.COORDINATION WITH OTHER ADJACENT CONSTRUCTION CONTRACTS (VOLS) WILL BE REQUIRED FOR COMPLETION OF

CONSTRUCTION AND STAGING IN THIS PLAN.

STAGING NOTES

STAGING NOTES (CONTINUED)

VOL 101/102/104/107

STAGE 4

TRAFFIC

1. MAINTAIN STAGE 3 TRAIL DETOUR

2. DURING CONSTRUCTION OF J AVENUE AND 10TH STREET INTERSECTION PROVIDE TRAIL DETOUR AS SHOWN ON GC105

3. MAINTAIN TRAFFIC ON SHAVER ROAD AND J AVENUE

4. DURING CONSTRUCTION OF J AVENUE AND 10TH STREET INTERSECTION MAINTAIN 2 LANE 2 WAY TRAFFIC AS SHOWN

5. 10TH STREET WILL REMAIN CLOSED TO TRAFFIC

6. OPEN TRAIL ACROSS 10TH STREET INTERSECTION AS SOON AS THE INTERSECTION CONSTRUCTION IS COMPLETE

7. ONCE THE TRAIL BETWEEN 10TH STREET AND SHAVER ROAD IS OPEN, THE CONTRACTOR SHALL REMOVE ALL DETOUR TRAFFIC CONTROL NOT

REQUIRED, AND DELIVER IT TO THE CITY.

CONSTRUCTION

1. CONSTRUCT IMPROVEMENTS TO SEWER

2. CONSTRUCT FLOODWALL

3. RECONSTRUCT 10TH STREET (WORK AT J AVENUE INTERSECTION SHOULD BE ACCELERATED TO MINIMIZE TRAIL CLOSURE)

4. COMPLETE CHANNEL GRADING

FINAL TRAFFIC

1. MAINTAIN STAGE 3 CEDAR VALLEY NATURE TRAIL DETOUR

2. SIGNAGE FOR TRAIL DETOUR TO REMAIN IN PLACE AT COMPLETION OF PROJECT AND BECOME PROPERTY OF THE CITY OF CEDAR RAPIDS

3. SIGNAGE AND TRAFFIC CONTROL FOR 10TH STREET CLOSURE TO BE REMOVED AT THE COMPLETION OF 10TH STREET CONSTRUCTION, AND

DELIVERED TO THE CITY OF CEDAR RAPIDS AT A DESIGNATED LOCATION WITHIN A 10 MILE RADIUS OF THE PROJECT.

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STAGING NOTESA1

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R3-2

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ROAD

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W20-1

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11TH STREET NE

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TEMPORARY BARRIER RAIL

INTERSTATE 380

MCLOUD RUN

' P

H TEMPORARY

PAVEMENT

2' B

5' B

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M 4-

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DETOUR

M4-9AL

STA 111+00

WORK

ROAD

AHEAD

W20-1

END

ROADWORK

G20-2A

STA 111+00

END

ROAD WORK

G20-2A

STA 108+50

STA 104+75

STA 101+00

SIDEWALK

CLOSED

R9-9

STA 104+00

WORK

ROAD

AHEAD

W 20-1

STA 105+85

AUTHORIZED

VEHICLES

ONLY

R5-11

AUTHORIZED

VEHICLES

ONLY

R5-11

AUTHORIZED

VEHICLES

ONLY

R 5-11

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SIDEWALK

CLOSED

R9-9

M4-10L

R 1-

" x

10th Street N E

Private Drive

ACCESS ONLYCLOSED

10th Street NE

Private Drive

ACCESS ONLY

CLOSED

TRAIL CLOSED

AT Shaver Road

USE DETOUR

DETOUR

M4-9AL

SIDEWALK

CLOSED

R9-9

CLOSE ACCESS TO CEDAR

VALLEY NATURE TRAIL

R 5-1

DO NOT

ENTER

CHANNELIZER

DRUM

SIGN

TYPE III BARRICADE

LETTER HEIGHT: 3" PREFIX | 4" PRIMARY | 3.2" SUFFIX

LETTER FONT UPPER/LOWER CASE HIGHWAY GOTHIC B

SUBSTRATE: 0.080" ALUMINUM

REFLECTIVE SIDES: SINGLE SIDED

COLOR SCHEME (BKOG) BLACK ON ORANGE

10th Street NE

Private Drive

ACCESS ONLY

CLOSED

LETTER HEIGHT: 2" PREFIX | 3" PRIMARY

LETTER FONT UPPER/LOWER CASE HIGHWAY GOTHIC B

SUBSTRATE: 0.080" ALUMINUM

REFLECTIVE SIDES: SINGLE SIDED

COLOR SCHEME (BKOG) BLACK ON ORANGE

36"

24"

TRAIL CLOSED

AT Shaver Road

USE DETOUR

GENERAL SHEET NOTES

LEGEND

1. TRAFFIC CONTROL DEVICES SHOWN IN THIS STAGE ARE EXISTING AND

OWNED BY THE CITY - CONTRACTOR TO MAINTAIN FOR PROJECT AND

REMOVE AS REQUIRED WITH STAGING.

2. ALL SIGNS AND POSTS FOR DETOUR SIGN ASSEMBLIES AND TEMPORARY

BARRIERS WILL BE MAINTAINED AND REMOVED BY THE CONTRACTOR IN

ACCORDANCE WITH MUTCD 2009.

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VOL105E

GC101

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

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SCALE: 1" = 50'

STAGE 1 - EXISTING 10TH STREET TRAFFIC CONTROLA1 0 50' 100'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr af fic

C on tro l S

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CHANNELIZER

DRUM

SIGN

TYPE III BARRICADE

18" RCP

N E

H AVENUE

SHAVER ROAD

TEMPORARY BARRIER RAILDETOUR

M4-9AR

DETOUR

M4-9AL

DET

OUR

M4- 9A

CEDAR RIVER TRAIL DETOUR

CEMAR TRAIL TO REMAIN OPEN

SIDEWALK

CLOSED

R9-9

PLACE 4" WHITE EDGE LINE ALONG BARRIER RAIL

TURNNIG

EVHICLES

R10-15

DETOUR

M4-9AR

EXCEPT

BICYCLES

R3-7bP

MOUNT BELOW

DO NOT ENTER SIGN

M 4-

9A S

TRAIL

CLOSED

R9-9

TRAIL

CLOSED

R9-9

DETOUR

M4-9AR

DETOUR

M4-9AL

DETOUR

M4-9AL

ETO

U R

4-9AL

M 4-

9A R

DETOUR

M4-9AL

GENERAL SHEET NOTES

LEGEND

1. DETOUR PUT IN PLACE AS PART OF VOL105B - SIGNS ARE THE PROPERTY

OF THE CITY OF CEDAR RAPIDS. CONTRACTOR TO BEGIN MAINTENANCE AT

START OF PROJECT AND VERIFY ALL SIGNS ARE IN PLACE. ALL ADDITIONAL

TRAFFIC CONTROL NEEDED TO COMPLY WITH THIS TRAFFIC CONTROL

PLAN SHALL BE PROVIDED BY THE CONTRACTOR.

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VOL105E

GC102

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

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SOLICITATION

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SCALE: 1" = 50'

STAGE 1 - EXISTING CEDAR TRAIL DETOURA1 0 50' 100'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr af fic

C on tro l S

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2, /2 8/

M , T

15" RCP

36" RCP

36" RCP x3

36" RCP

18" RCP

6" STEEL

18" RCP

12" CMP

18" RCP

24" RCP

30" ADS

CEDAR LAKE

BEGIN / END TRAIL DETOUR

I AVENUE NE

HUBBARD AVE

SHAVER RD NE

J AVENUE NE

H AVENUE NE

10TH STREET

NB DETOUR AND

SB DETOUR

MCLOUD RUN

AIL

TRAIL

CLOSED

R9-9

TYPE III BARRICADE

10TH STREET

ROAD CLOSURE

CEDAR VALLEY NATURE TRAIL

BEGIN / END TRAIL DETOUR

TYPE III BARRICADE

TRAIL

CLOSED

R9-9

M4-8a

DETOUR

M4-9AS

TRAIL CLOSED

AT Shaver Road

USE DETOUR

DETOUR

M4-9AR

DETOUR

M4-9AS

O U

M 4-

9A L

M4-8a

GENERAL SHEET NOTES

1. DETOUR PUT IN PLACE AS PART OF VOL105B - SIGNS ARE PROPERTY OF

THE CITY OF CEDAR RAPIDS. CONTRACTOR TO BEGIN MAINTENANCE AT

START OF PROJECT AND VERIFY SIGNS ARE IN PLACE. ALL ADDITIONAL

TRAFFIC CONTROL NEEDED TO COMPLY WITH THIS TRAFFIC CONTROL

PLAN SHALL BE PROVIDED BY THE CONTRACTOR.

2. 10TH STREET IS CLOSED AND USED AS A TRAIL DETOUR UNTIL THE LEVEE

TRAILS ARE OPEN TO PEDESTRIAN AND BIKE TRAFFIC.

3. SHAVER ROAD, CEDAR VALLEY NATURE TRAIL DETOUR, AND DRIVEWAYS

ARE TO REMAIN OPEN TO TRAFFIC FOR THE DURATION OF THE CONTRACT,

WITH THE EXCEPTION OF TEMPORARY CLOSURES AUTHORIZED BY THE

CONTRACTING OFFICER. OBTAIN APPROVAL FOR TEMPORARY CLOSURES

AT LEAST 7 DAYS PRIOR TO DATE OF CLOSURE.

4. MAINTAIN SEPARATE PEDESTRIAN AND BICYCLE TRAFFIC FROM VEHICLE

TRAFFIC BY BARRIER CURB OR TEMPORARY BARRIER RAIL ON DETOUR

ROUTES WITH NO ESTABLISHED BIKE OR PEDESTRIAN LANE.

5. CHECK TRAIL DETOUR SIGNAGE AND BARRIERS PRIOR TO STARTING

CONSTRUCTION FOR ANY REQUIRED MAINTENANCE.

N N

D W

N B

C R

O N

B Y:

T C

O D

E M

C R

O N

C O

N O

M . L

, H

D R

M . L

, H

D R

A R

R R

D S, IO

SHEET ID

VOL105E

GC103

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

2 3 4 5 6 7 8 9 10

D B

. K U

, H D

M . K

U R

, H

D R

2E K2

X-

-X

B5 C

-T R

C C

O N

G 1B

.D W

SOLICITATION

PEDESTRIAN DETOUR TRAFFIC CONTROL

ON SHEET GC101

PEDESTRIAN DETOUR TRAFFIC CONTROL

ON SHEET GC102

N G

T R

O U

R P

SCALE: 1" = 300'

STAGE 1 - EXISTING CEDAR TRAIL DETOURA1 0 300' 600'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr af fic

C on tro l S

.d w g, G

3, /2 8/

M , T

108+00

109+00

200+00 201+00

202+00 203+00

11TH STREET NE

N U

E N

INTERSTATE 380

MCLOUD RUN

STA 101+00

STA 104+00

R 5-1

WORK

ROAD

AHEAD

W20-1 END

ROADWORK

G20-2A

WORK

ROADAHEAD

W20-1

CHANNELIZER

DRUM

SIGN

TYPE III BARRICADE

108+00

109+00

200+00 201+00

202+00 203+00

11TH STREET NE

J A

U E

N E

INTERSTATE 380

MCLOUD RUN

STA 101+00

STA 104+00

5-1

WORK

ROAD

AHEAD

W20-1 END

ROADWORK

G20-2A

WORK

ROADAHEAD

W20-1

GENERAL SHEET NOTES

LEGEND

1. LANE SHIFT ON J AVE AS NEEDED FOR SIDEWALK RAMP CONSTRUCTION.

2. REFER TO SUDAS DIVISION 8, SECTION 8030, PART 1.01, DETAIL 8030.101

WORK

ROAD

AHEAD

W20-1

END

ROADWORK

G20-2A

N N

D W

N B

C R

O N

B Y:

T C

O D

E M

C R

O N

C O

N O

M . L

, H

D R

M . L

, H

D R

A R

R R

D S, IO

SHEET ID

VOL105E

GC104

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

2 3 4 5 6 7 8 9 10

D B

. K U

, H D

M . K

U R

, H

D R

2E K2

X-

-X

B5 C

-T R

C C

O N

G 2.

D W

SOLICITATION

W1-4L

48" x 48"

EAST BOUND LANE SHIFT

W6-3

12' 12'

11'

W6-3

SHIFT CHANNELIZERS TO 6' FROM

EDGE OF CURB DURING NON

WORKING HOURS

60'

W1-4L

48" x 48"

USE CHANNELIZERS TO

ESTABLISH CENTERLINE

R4-7a R4-7a

W1-4R 48" x 48"

WEST BOUND LANE SHIFT

END

ROADWORK

G20-2A

W6-3

12' 12' 11'

SHIFT CHANNELIZERS TO 6' FROM

EDGE OF CURB DURING NON

WORKING HOURS

WORK

ROAD

AHEAD

W20-1

60'

W1-4R

48" x 48"

USE CHANNELIZERS TO

ESTABLISH CENTERLINE

R4-7a

SCALE: 1" = 50'

STAGE 2 - J AVENUE LANE SHIFTSA1 0 50' 100'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr af fic

C on tro l S

dw g, G C

4, /2

A M

, T

J AVENUE NE

SIERRA DR NE

R9 -9

SIDEW

ALK CLOSED

R9-11a

CROSS HERE CHANNELIZER

DRUM

SIGN

TYPE III BARRICADE

GENERAL SHEET NOTES

LEGEND

1. COMPLETE SIDEWALK CONSTRUCTION PRIOR TO CLOSING 10TH STREET.

2. ALL SIGNS AND POSTS FOR DETOUR SIGN ASSEMBLIES AND TEMPORARY

BARRIERS WILL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE

WITH MUTCD 2009.

N N

D W

N B

C R

O N

B Y:

T C

O D

E M

C R

O N

C O

N O

M . L

, H

D R

M . L

, H

D R

A R

R R

D S, IO

SHEET ID

VOL105E

GC105

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

2 3 4 5 6 7 8 9 10

D B

. K U

, H D

M . K

U R

, H

D R

2E K2

X-

-X

B5 C

-T R

O U

R S

W G

SOLICITATION

O U

PROPOSED PAVEMENT

SCALE: 1" = 10'

STAGE 2 - SIDEWALK DETOURA1 0 10' 20'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr ai l D et ou r S

S id ew al k.

dw g, G C

5, /2

A M

, T

108+00

109+00

200+00 201+00

202+00 203+00 204+00 205+00 206+00 207+00 208+00

R3-1

R3-2

WORK

ROAD

AHEAD

W20-1

10TH STREET NE

11TH STREET NE

J A

U E

N E

H U

B B

A R

D A

U E

N E

I A

N U

E N

INTERSTATE 380

MCLOUD RUN

WORK

ROAD

AHEAD

W20-1

END

ROADWORK

G20-2A

END

ROADWORK

G20-2A

TRAIL

CLOSED

R9-9

WORK

ROAD

AHEAD

W 20-1

DETOUR

4-9AR

TRAIL

CLOSED

R9-9

DETOUR

M4-9AL

DETOUR

M4-9AL

-2

M4- 8a

M4-8a

W1-4L

W6-3

WORK

ROADAHEADW

20-1

W6-3

W11-15

DETOUR

4-9AR

DETOUR

M4-9AR

O U

M 4-

9A L

R4-11

CHANNELIZER

DRUM

SIGN

TYPE III BARRICADE

GENERAL SHEET NOTES

LEGEND

1. TRAFFIC CONTROL DEVICES ARE TO BE INSTALLED TO CONSTRUCT 10TH

STREET IMPROVEMENTS.

2. ALL SIGNS AND POSTS FOR DETOUR SIGN ASSEMBLIES AND TEMPORARY

BARRIERS WILL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE

WITH MUTCD 2009.

3. TRAIL DETOUR TO REMAIN IN PLACE WHILE WORK IN INTERSECTION IS

TAKING PLACE, REMOVE DETOUR WHEN WORK IN INTERSECTION IS

COMPLETE.

N N

D W

N B

C R

O N

B Y:

T C

O D

E M

C R

O N

C O

N O

M . L

, H

D R

M . L

, H

D R

A R

R R

D S, IO

SHEET ID

VOL105E

GC106

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

2 3 4 5 6 7 8 9 10

D B

. K U

, H D

M . K

U R

, H

D R

2E K2

X-

-X

B5 C

-T R

O U

R S

W G

SOLICITATION

12' 12'

INSTALL TEMPORARY 4" DOUBLE YELLOW LINE

REMOVE CONFLICTING EXISTING MARKINGS

INSTALL TEMPORARY PEDESTRIAN CROSSING

70'

SUPER SHARROW

REMOVE WHEN TRAIL OPENS

C C

O N

SCALE: 1" = 50'

STAGE 3 - 10TH STREET TRAFFIC CONTROLA1 0 50' 100'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr ai l D et ou r S

.d w g, G

6, /2 8/

M , T

15" RCP

36" RCP

36" RCP x3

36" RCP

18" RCP

6" STEEL

18" RCP

12" CMP

18" RCP

24" RCP

30" ADS

CEDAR VALLEY NATURE TRAIL

CEDAR LAKE

I AVENUE NE

HUBBARD AVE

RUN

J AVENUE NE

H AVENUE NE

MCLOUD

BEGIN / END TRAIL DETOUR

CLOSE ACCESS TO CEDAR

VALLEY NATURE TRAIL

TYPE III BARRICADE

NB DETOUR AND

SB DETOUR

AIL

R9 -9

TYPE III BARRICADE

AIL

CLO

D R9-

M 4-

9A L

DETO

UR M4-9

SHAVER RD NE

M4-8a

DETOUR

M4-9AR

M4-8a

TRAIL CLOSED

AT Shaver Road

USE DETOUR

TYPE III BARRICADE

AIL CL

ED R9

-9 DET

OUR

M4- 9A

DET

OUR

M4- 9A

DETOUR

M4-9AS

M4-

9A R

DETOUR

M4-9AS

DETOUR

M4-9ASDETOUR

M4-9AS

M 4-

9A L

R4-11

ADD SUPER SHARROW SYMBOLS

IN CENTER OF EACH DRIVE LANE

ADD SUPER SHARROW SYMBOLS

IN CENTER OF EACH DRIVE LANE

DETOUR

M4-9AL

DETOUR

M4-9AR

GENERAL SHEET NOTES

1. TRAFFIC CONTROL DEVICES SHOWN ARE TO BE PLACED FOLLOWING THE

COMPLETION OF THE PROPOSED TRAIL CONSTRUCTION.

2. DETOUR WILL REMAIN IN PLACE FOLLOWING END OF CONSTRUCTION -

CONTRACTOR TO MAINTAIN FOR DURATION OF PROJECT AND BECOMES

CITY MAINTENANCE FOLLOWING PROJECT COMPLETION.

3. SHAVER ROAD, CEDAR VALLEY NATURE TRAIL DETOUR, AND DRIVEWAYS

ARE TO REMAIN OPEN TO TRAFFIC FOR THE DURATION OF THE CONTRACT,

WITH THE EXCEPTION OF TEMPORARY CLOSURES AUTHORIZED BY THE

CONTRACTING OFFICER. OBTAIN APPROVAL FOR TEMPORARY CLOSURES

AT LEAST 7 DAYS PRIOR TO DATE OF CLOSURE.

N N

D W

N B

C R

O N

B Y:

T C

O D

E M

C R

O N

C O

N O

M . L

, H

D R

M . L

, H

D R

A R

R R

D S, IO

SHEET ID

VOL105E

GC107

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

2 3 4 5 6 7 8 9 10

D B

. K U

, H D

M . K

U R

, H

D R

2E K2

X-

-X

B5 C

-T R

O U

R S

W G

SOLICITATION

O U

R P

SCALE: 1" = 300'

STAGE 3 - TRAIL DETOUR PLANA1 0 300' 600'

\p w w or ki ng \c en tra l0 1\ d2

\J S he et s- Tr ai l D et ou r S

.d w g, G

7, /2 8/

M , T

57+30.58

58+00

59+00

60+00

61+00

62+00

63+00

64+00

65+00

68+00 69+00

70+00 71+00

72+00

73+00

74+00

75+00 75+31.59

21+14.35

0 12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00

20+00

21+00

107+75.31

100+00

101+00

102+00 103+00

104+00

105+00

107+00

0+00 1+00 2+00 3+00 4+00

.88

8+05.61

0+00

1+00

2+00 3+00 4+00

5+00

6+00

7+00

99+00100+00

102+00

103+00

104+00 105+00106+00

107+00

108+00

109+00

110+00

111+00

112+00

113+00

114+00

115+00

116+00

117+00

118+00

L-8

L-

L-10

L-11

L-12

L-13

L-14

L-15 L-16

L-17

L-18 L-19

L-20

L-21

L-22

L-

C-10

C-11

C-12

C-13

C-14

C-15

L-29

L-30

L-3

L-32L-33 L-34 C-20 C-21

C-22

C-23

L-35

L-36

L-37 L-38

L-39

L-40

L-41

L-4

C-24

C-25

L-43

L-44

L-45 L-46

L-47

L-48

L-49

L-5

L-51

10+00

11+00

12+00

13+00

14+00

15+00

16+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

L-53

L-

L-55

C-26

C-27

C-28

L-58

L-59

L-

L-61

L-62 L-63

L-65

L-66

L-67

C-33

C-34

C-35

C-36

C-37

C-38

C-39

C-40

C-41

C-42

C-43

C-44

N N

D W

N B

C R

O N

B Y:

T C

O D

E M

C R

O N

C O

N O

M . L

, H

D R

M . L

, H

D R

A R

R R

D S, IO

SHEET ID

VOL105E

V-101

M M

US Army Corps of Engineers US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R O

C K

N D

T R

O C

D , I

2 3 4 5 6 7 8 9 10

D B

. K U

, H D

M . K

U R

, H

D R

2E K2

X-

-X

B5 C

G S

W G

SOLICITATION

SHARED USE PATH ALIGNMENT

NORTH FLOODWALL ALIGNMENT

SHARED USE PATH CONNECTION ALIGNMENT

SOUTH FLOODWALL ALIGNMENT

FISHING TRAIL NE

ALIGNMENT

FISHING TRAIL SE

ALIGNMENT

SHAVER

ROAD

ALIGNMENT

C E

H M

GENERAL SHEET NOTES

1. SEE SHEET V-102 FOR HORIZONTAL ALIGNMENT DATA.

2. SEE VOLUME 104 FOR CONTROL POINT INFORMATION.

SCALE: 1" = 70'

ALIGNMENTS AND GEOMETRICSA1 0 70' 140'

\p w w or ki ng \c en tra l0 1\ d2

\G S he et s.

dw g, V

-1

, 6 /2

A M

, T

SHARED USE PATH

NUMBER

L-8

C-36

L-58

C-35

L-59

C-33

L-60

C-37

L-62

C-39

L-63

L-65

C-41

L-66

C-42

L-67

C-43

C-44

C-40

C-34

START STA

57+30.58

59+76.93

60+38.08

62+23.18

62+63.22

65+02.05

65+51.60

67+21.51

67+89.70

68+46.24

68+86.18

69+19.59

69+69.09

69+89.32

71+77.97

72+16.02

72+59.96

73+01.14

73+18.83

73+43.31

END STA

59+76.93

60+38.08

62+23.18

62+63.22

65+02.05

65+51.60

67+21.51

67+89.70

68+46.24

68+86.18

69+19.59

69+69.09

69+89.32

71+77.97

72+16.02

72+59.96

73+01.14

73+18.83

73+43.31

74+23.78

PI STA

60+07.61

62+43.26

65+27.91

67+58.59

68+66.28

69+79.21

71+97.10

72+80.68

73+09.99

73+31.08

73+83.87

START POINT

N 3467568.16 E 5417750.62

N 3467647.28 E 5417983.91

N 3467672.67 E 5418039.43

N 3467766.37 E 5418199.06

N 3467783.06 E 5418235.38

N 3467860.59 E 5418461.28

N 3467891.27 E 5418498.87

N 3468037.66 E 5418585.12

N 3468071.99 E 5418640.94

N 3468075.61 E 5418697.36

N 3468082.13 E 5418736.70

N 3468090.84 E 5418768.95

N 3468103.75 E 5418816.73

N 3468108.04 E 5418836.50

N 3468138.60 E 5419022.65

N 3468149.44 E 5419059.03

N 3468167.21 E 5419099.21

N 3468188.80 E 5419134.13

N 3468200.66 E 5419147.24

N 3468218.69 E 5419163.78

END POINT

N 3467647.28 E 5417983.91

N 3467672.67 E 5418039.43

N 3467766.37 E 5418199.06

N 3467783.06 E 5418235.38

N 3467860.59 E 5418461.28

N 3467891.27 E 5418498.87

N 3468037.66 E 5418585.12

N 3468071.99 E 5418640.94

N 3468075.61 E 5418697.36

N 3468082.13 E 5418736.70

N 3468090.84 E 5418768.95

N 3468103.75 E 5418816.73

N 3468108.04 E 5418836.50

N 3468138.60 E 5419022.65

N 3468149.44 E 5419059.03

N 3468167.21 E 5419099.21

N 3468188.80 E 5419134.13

N 3468200.66 E 5419147.24

N 3468218.69 E 5419163.78

N 3468271.70 E 5419223.90

PVI POINT

N 3467657.14 E 5418012.97

N 3467776.54 E 5418216.38

N 3467868.99 E 5418485.74

N 3468069.61 E 5418603.94

N 3468076.90 E 5418717.36

N 3468106.40 E 5418826.51

N 3468141.70 E 5419041.53

N 3468175.60 E 5419118.16

N 3468194.44 E 5419140.95

N 3468209.27 E 5419155.95

N 3468249.89 E 5419189.71

LENGTH

246.34'

61.15'

185.10'

40.04'

238.84'

49.54'

169.91'

68.19'

56.54'

39.94'

33.41'

49.50'

20.24'

188.64'

38.06'

43.93'

41.19'

17.68'

24.48'

80.47'

RADIUS

300.00'

200.00'

70.00'

200.00'

150.00'

200.00'

250.00'

260.00'

LINE/CHORD DIRECTION

N71°15'56"E

N65°25'33"E

N59°35'11"E

N65°19'19"E

N71°03'27"E

N50°46'52"E

N30°30'16"E

N58°24'46"E

N86°19'16"E

N80°35'58"E

N74°52'41"E

N77°46'37"E

N80°40'33"E

N73°24'26"E

N66°08'19"E

N58°16'21"E

N47°52'25"E

N42°32'06"E

N48°35'45"E

CHORD LENGTH

61.05

39.98

48.52

65.53

39.88

20.23

37.96

41.06

17.68

24.47

80.15

11.68

11.47

40.55

55.82

11.44

5.80

14.54

15.73

5.07

5.61

17.73

TANGENT

30.68

20.09

25.86

37.08

20.04

10.13

19.13

20.72

8.85

12.25

40.56

NORTH FLOODWALL

NUMBER

L-9

L-10

L-11

L-12

L-13

L-14

L-15

L-16

START STA

9+00.00

11+23.78

16+10.10

16+86.57

17+61.65

18+65.00

20+22.00

20+75.36

END STA

11+23.78

16+10.10

16+86.57

17+61.65

18+65.00

20+22.00

20+75.36

21+14.35

PI STA

START POINT

N 3467942.28 E 5417605.38

N 3467729.21 E 5417673.77

N 3467877.82 E 5418136.83

N 3467918.45 E 5418201.62

N 3467942.81 E 5418272.64

N 3467956.49 E 5418375.07

N 3468034.87 E 5418511.11

N 3468058.80 E 5418558.81

END POINT

N 3467729.21 E 5417673.77

N 3467877.82 E 5418136.83

N 3467918.45 E 5418201.62

N 3467942.81 E 5418272.64

N 3467956.49 E 5418375.07

N 3468034.87 E 5418511.11

N 3468058.80 E 5418558.81

N 3468068.01 E 5418596.70

PVI POINT

LENGTH

223.78'

486.32'

76.47'

75.08'

103.35'

157.00'

53.36'

39.00'

RADIUS

LINE/CHORD DIRECTION

S17°47'48"E

N72°12'25"E

N57°54'30"E

N71°04'11"E

N82°23'32"E

N60°03'08"E

N63°21'16"E

N76°20'19"E

CHORD LENGTH

TANGENT

FISHING TRAIL NE

NUMBER

L-33

L-34

C-20

L-32

C-21

L-29

C-22

L-30

C-23

L-31

START STA

0+00.00

0+75.25

2+63.27

2+64.04

3+47.98

3+50.57

3+99.08

4+00.48

4+54.63

4+58.42

END STA

0+75.25

2+63.27

2+64.04

3+47.98

3+50.57

3+99.08

4+00.48

4+54.63

4+58.42

4+98.88

PI STA

2+63.65

3+49.28

3+99.78

4+56.55

START POINT

N 3468077.46 E 5418692.51

N 3468075.71 E 5418767.74

N 3468071.33 E 5418955.71

N 3468071.35 E 5418956.47

N 3468075.83 E 5419040.30

N 3468076.30 E 5419042.84

N 3468091.23 E 5419088.99

N 3468091.75 E 5419090.29

N 3468115.44 E 5419138.99

N 3468117.69 E 5419142.01

END POINT

N 3468075.71 E 5418767.74

N 3468071.33 E 5418955.71

N 3468071.35 E 5418956.47

N 3468075.83 E 5419040.30

N 3468076.30 E 5419042.84

N 3468091.23 E 5419088.99

N 3468091.75 E 5419090.29

N 3468115.44 E 5419138.99

N 3468117.69 E 5419142.01

N 3468147.58 E 5419169.27

PVI POINT

N 3468071.33 E 5418956.09

N 3468075.90 E 5419041.60

N 3468091.44 E 5419089.66

N 3468116.27 E 5419140.71

LENGTH

75.25'

188.02'

0.77'

83.94'

2.59'

48.50'

1.40'

54.16'

3.79'

40.46'

RADIUS

10.00'

LINE/CHORD DIRECTION

S88°40'03"E

N89°08'04"E

N86°56'11"E

N79°30'34"E

N72°04'57"E

N68°04'20"E

N64°03'43"E

N53°12'58"E

N42°22'13"E

CHORD LENGTH

0.77

2.59

1.40

3.76

4.40

14.85

8.02

21.69

TANGENT

0.38

1.30

0.70

1.92

SOUTH FLOOD PROTECTION

NUMBER

L-51

L-50

L-49

L-48

L-47

L-46

L-45

L-44

L-43

START STA

95+75.00

100+84.56

101+46.81

102+09.06

103+33.56

104+26.94

106+44.81

107+69.31

109+87.19

END STA

100+84.56

101+46.81

102+09.06

103+33.56

104+26.94

106+44.81

107+69.31

109+87.19

120+63.34

PI STA

START POINT

N 3468093.17 E 5419750.14

N 3468093.17 E 5419240.58

N 3468049.86 E 5419195.86

N 3468010.80 E 5419147.39

N 3467971.74 E 5419029.18

N 3467957.25 E 5418936.93

N 3467949.81 E 5418719.19

N 3467933.21 E 5418595.80

N 3467797.10 E 5418425.67

END POINT

N 3468093.17 E 5419240.58

N 3468049.86 E 5419195.86

N 3468010.80 E 5419147.39

N 3467971.74 E 5419029.18

N 3467957.25 E 5418936.93

N 3467949.81 E 5418719.19

N 3467933.21 E 5418595.80

N 3467797.10 E 5418425.67

N 3467451.46 E 5417406.54

PVI POINT

LENGTH

509.56'

62.25'

124.50'

93.38'

217.87'

124.50'

217.87'

1076.15'

RADIUS

LINE/CHORD DIRECTION

N90°00'00"W

S45°55'15"W

S51°07'42"W

S71°42'56"W

S81°04'20"W

S88°02'37"W

S82°20'23"W

S51°20'20"W

S71°15'56"W

CHORD LENGTH

TANGENT

SHARED USE PATH CONNECTION

NUMBER

L-17

C-10

L-18

C-11

L-19

C-12

L-20

C-13

L-21

C-14

L-22

C-15

L-23

START STA

100+00.00

100+04.01

100+75.60

102+41.28

103+22.52

103+31.83

104+14.85

104+55.23

104+97.14

105+55.24

106+35.91

107+05.41

107+38.36

END STA

100+04.01

100+75.60

102+41.28

103+22.52

103+31.83

104+14.85

104+55.23

104+97.14

105+55.24

106+35.91

107+05.41

107+38.36

107+75.31

PI STA

100+44.76

102+85.79

103+81.53

104+80.42

106+07.42

107+22.31

START POINT

N 3467661.39 E 5417948.09

N 3467658.07 E 5417950.34

N 3467633.09 E 5418012.95

N 3467668.73 E 5418174.75

N 3467646.42 E 5418249.28

N 3467639.76 E 5418255.77

N 3467631.60 E 5418331.89

N 3467653.90 E 5418365.56

N 3467690.90 E 5418376.49

N 3467744.16 E 5418353.26

N 3467810.79 E 5418381.08

N 3467835.83 E 5418445.91

N 3467855.34 E 5418471.95

END POINT

N 3467658.07 E 5417950.34

N 3467633.09 E 5418012.95

N 3467668.73…

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File details come from the government source that posted it. Updated Aug 8, 2023.