11.1_DPW18-019_Drawings_16JAN18.pdf

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APPROVED BY:

PROJECT LOCATION MAP

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GATE 1

GATE 5

GATE 6

GATE 19

ENGINEERING CHIEF

SIGNATURE - DATE:

TANK TRAIL B SOUTHC - 7.0

ROUTE 1 CENTRALC - 6.0

ROUTE 14 & 1C - 5.0

ROUTE 1 SOUTHC - 4.0

TURKEY CREEK AREA C - 3.0

ROUTE 5C - 2.0

TANK TRAIL BC - 1.0

APPLICATION MAPG - 2.0

GENERAL NOTESG - 1.0

TITLE SHEETT - 1.0

DUST CONTROL

APPLY MAGNESIUM CHLORIDE

PLAN SET DATE: 16 JAN 2018

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1. NOT REQUIRED FOR THIS PROJECT.

PROJECT SIGN:

1. PROTECT ALL TREES WITHIN WORK ZONE.

LANDSCAPING:

NEED TO BE APPROVED AND COORDINATED WITH THE FORT CARSON LOGISTICS READINESS CENTER (LRC).

5. IF REQUESTED, THE USE OF THE FORT CARSON RAIL SPUR MAY BE AVAILABLE TO BRING THE PALLIATIVE ONTO FORT CARSON ON RAIL CAR. THIS REQUEST WILL

OR EAST OF BUTTS ROAD.

RESTRICTED AREAS. A DOWNRANGE ACCESS PASS WILL NEED TO BE SIGNED OUT FROM RANGE CONTROL PRIOR TO MOVING SOUTH OF COTTONWOOD JUNCTION

FORT CARSON IS AN ACTIVE TRAINING AREA AND THE CONTRACTOR IS RESPONSIBLE FOR STAYING OUT OF LIVE FIRE IMPACT AREAS AND OTHER DOWNRANGE

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING MAGNESIUM CHLORIDE APPLICATION ACTIVITIES WITH FORT CARSON RANGE CONTROL, 526-5597. DOWNRANGE

- MAGNESIUM CHLORIDE SPECIFICATION SHEET

3. CONTRACT SUBMITTALS REQUIRED ARE AS FOLLOWS:

FOR ROAD AND BRIDGE CONSTRUCTION.

2. MAGNESIUM CHLORIDE APPLICATION SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 209 OF THE LATEST EDITION OF THE CDOT STANDARD SPECIFICATIONS

WORK SCHEDULE.

1. THE CONTRACT PERIOD OF PERFORMANCE WILL BE CALCULATED BASED ON THE AWARD DATE, AN AGREED UPON START DATE, AND A (60) DAY

PROJECT INFORMATION/REQUIREMENTS:

1. REMOVE AND RESET ANY TRAFFIC SIGNS, PARKING SIGNS, OR ROADWAY DELINEATORS IMPACTED BY THE APPLICATION.

STRIPING/SIGNAGE:

1. CONDUCT ALL TESTING IN ACCORDANCE WITH CDOT SPECIFICATIONS (LATEST EDITION).

MATERIAL TESTING:

OR WASH BASINS, AND SEASONAL STREAMS.

3. DUST PALLIATIVE SHALL NOT BE APPLIED WITHIN 100 FEET OF SENSITIVE AND LOW LYING AREAS, SUCH AS OLD GROWTH COTTONWOOD STANDS, DRAINAGE DITCHES

70% GROWTH ON ALL DISTURBED AREAS.

RATES FOR SEED TYPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY IRRIGATION AND AMENDING THE NATIVE SOIL, AS NECESSARY TO ESTABLISH

DRAINAGE. ALL LAWN AREAS SHALL BE COMPACTED TO 80% MODIFIED PROCTOR AND SEEDED WITH AN APPROVED SEED MIX PER RECOMMENDED APPLICATION

2. ALL DISTURBED AREAS SHALL BE FINE GRADED AND RAKED TO THE PROPOSED TOP BACK OF CURB, SIDEWALK, OR EDGE OF ROADWAY AND PROMOTE POSITIVE

OF LITTER, AND ANY OTHER ACTION WHICH ALTER EXISTING CONDITIONS. ANY STAGING AREAS MUST BE APPROVED BY DPW AND THE CONTRACTING OFFICER.

TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. ACTIVITIES SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL

1. THE CONTRACTOR SHALL LIMIT ACTIVITIES TO THOSE AREAS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED

ENVIRONMENTAL:

OF OFF POST.

6. UNLESS NOTED OTHERWISE ALL DEBRIS, SPOILS, AND REMOVALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED

THE PROGRESS OF THE COMPLETION OF THE WORK BEING PERFORMED BY OTHER AGENCIES OR CONTRACTORS.

5. OTHER AGENCIES MAY BE WORKING IN THE VICINITY OF THE PROJECT. THE CONTRACTOR SHALL CONDUCT THE WORK SO AS NOT TO INTERFERE WITH OR HINDER

THE FORM MUST BE SUBMITTED NO LATER THAN (72) HOURS PRIOR TO THE DESIRED CLOSURE OR OUTAGE.

4. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A FORT CARSON UTILITY OUTAGE/CONNECTION REQUEST, FC FORM 420-E, FOR ANY CLOSURES OR UTILITY OUTAGES.

PROJECT. TRAFFIC CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

3. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AN APPROVED TRAFFIC CONTROL PLAN AND MAINTAINING SAFE WORKING CONDITIONS THROUGHOUT

13 US SURVEY FEET.

CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES FOUND. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND UTM ZONE

2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ESTABLISH HORIZONTAL AND VERTICAL CONTROL PRIOR TO COMMENCING WORK AND NOTIFY THE

BUILDING CODES (LATEST EDITION).

1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGES (LATEST EDITION), AND ALL APPLICABLE ICC

GENERAL:

LEGEND

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

FORT CARSON INSTALLATION BOUNDARY

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ROUTE 8

ROUTE 10

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DESIGNED BY:

DRAWN BY:

APPROVED BY:

DATE:

SCALE:

16 DEC 2013

RICK ORPHAN

RICK ORPHAN

J.E. WYKA

MARK DATE INITIALSREVISION DESCRIPTION

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- 2

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DPW 16-041

APPLICATION MAP

DUST CONTROL

APPLY MAGNESIUM CHLORIDE FORT CARSON, COLORADO

DIRECTORATE OF PUBLIC WORKS

ANSI D: 1" = 4500'

REFERENCE SHEET C-3.0

ROUTE 11 "TURKEY CREEK AREA"

REFERENCE SHEET C - 1.0

TANK TRAIL B

REFERENCE SHEET C - 2.0

ROUTE 5

REFERENCE SHEET C - 5.0

ROUTE 1 AND ROUTE 14

REFERENCE SHEET C - 4.0

ROUTE 1 SOUTH

REFERENCE SHEET C - 6.0

ROUTE 1 CENTRAL

04/25/16 MRM

SLAB

CANOPY

PUMP

Routes, and Sheet Numbers Update Project Number, Notes, REFERANCE SHEET C - 7.0

TANK TRAIL B SOUTH

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LEGEND

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

NOTES

MAGRATH AVE

BARKELY AVE

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MINICK AVE

BLDG

BLDG

BLDG

BLDG

SPECKER AVE

WETZEL AVE

BLDG

UTM ZONE 13, US SURVEY FEET.

4. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND

AT *.25 GAL/SY PER APPLICATION) IS 23,104 GAL.

3. THE TOTAL APPLICATION AMOUNT FOR THIS ROUTE (46,207 SY* 2 APPLICATIONS

2. THE AVERAGE WIDTH OF THIS ROUTE IS 22'. THE PROPOSED CENTERLINE

TRAIL JUST SOUTH OF BLDG 3490 (SOUTHERN LIMIT).

AND THE INTERSECTION OF THE GRAVEL TANK TRAIL AND THE CONCRETE TANK

EDGE OF GRAVEL ROAD BETWEEN BLDGS 8010 AND 8110 (NORTHERN LIMIT)

1. THE MAGNESIUM CHLORIDE APPLICATION LIMITS SHALL BE FROM THE

E=1711499.4397 N=14063853.5107

E=1702822.6500 N=14075043.5700

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NOTES

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

FORT CARSON INSTALLATION BOUNDARY

0 900300 300

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ROUTE 5

E=1711058.9070 N=14062211.8202

E=1703812.0201 N=14059938.0977

SPECKER AVE

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BARKELY AVE

UTM ZONE 13, US SURVEY FEET.

4. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND

PER APPLICATION) IS 10,047 GAL.

3. THE TOTAL APPLICATION AMOUNT FOR THIS ROUTE IS (20,095 SY * 2 APPLICATIONS AT *.25 GAL/SY

2. THE AVERAGE WIDTH OF ROUTE 5 IS 21 FT. THE TOTAL CENTERLINE LENGTH APPLICATION IS

ROUTE 5 AND SPECKER AVE.

APPLICATION IS THE GRAVEL/CONCRETE INTERFACE JUST SOUTH OF THE INTERSECTION OF

THE INTERSECTION OF ROUTE 5 AND BUTTS ROAD AT THE "CROW'S FOOT." THE EASTERN LIMIT OF

1. MAGNESIUM CHLORIDE SHALL BE APPLIED ON ROUTE 5. THE WESTERN LIMIT OF APPLICATION IS

SHEET NUMBER:

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PROPOSED MAGNESIUM CHLORIDE APPLICATION

FORT CARSON INSTALLATION BOUNDARY

E=1678789.9420

N=14027164.7507

E=1681564.9245

N=14033017.4422

UTM ZONE 13, US SURVEY FEET.

5. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND

4. THE TOTAL APPLICATION AMOUNT FOR THESE ROUTES (51,115 SY * 2 APPLICATIONS AT *.25 GAL/SY PER

2. THE AVERAGE WIDTH OF ROUTE 6 AND ROUTE 11 MSR IS 33' AND THE CENTERLINE LENGTH

AND THE UNNAMED MSR TO TANK TRAIL CONNECTION (SOUTHERN LIMIT).

OF ROUTE 11 AND ROUTE 6 (NORTHERN LIMIT) AND THE INTERSECTION OF ROUTE 11

(WESTERN LIMIT). APPLICATION LIMITS ON ROUTE 11 SHALL BE THE INTERSECTION

AND ROUTE 7 (EASTERN LIMIT) TO THE INTERSECTION OF ROUTE 6 AND ROUTE 11

APPLICATION LIMITS ON ROUTE 6 ARE FROM THE INTERSECTION OF ROUTE 6

1. MAGNESIUM CHLORIDE SHALL BE APPLIED ON ROUTE 6 AND ROUTE 11.

/2

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LEGEND

NOTES

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

FORT CARSON INSTALLATION BOUNDARY

SHEET NUMBER:

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DETAILED ON SHEET C-3.0

NORTHERN LIMIT OF APPLICATION

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E=1712105.7561 N=13971036.4716

E=1718043.8416 N=13993629.7082

ROUTE 8

ROUTE 10

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RANGE 143

UTM ZONE 13, US SURVEY FEET.

4. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND

PER APPLICATION) IS 32,240 GAL.

3. THE TOTAL APPLICATION AMOUNT FOR THIS ROUTE (64,480 SY * 2 APPLICATIONS AT *.25 GAL/SY

64,480 SY.

LENGTH OF THIS APPLICATION ROUTE IS 24,180 LF. THE TOTAL APPLICATION AREA IS

2. THE AVERAGE WIDTH OF ROUTE 1 IN THIS AREA IS 24 FT. THE TOTAL CENTERLINE

AND WEST JUST NORTH OF RANGE 155.

APPLICATION IS THE INTERSECTION OF ROUTE 1 AND THE UNNAMED ROUTE THAT RUNS EAST

OF APPLICATION IS THE INTERSECTION OF ROUTE 1 AND ROUTE 8. THE SOUTHERN LIMIT OF

1. MAGNESIUM CHLORIDE SHALL BE APPLIED ON ROUTE 1. THE NORTHERN LIMIT

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TELLER

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RANGE

GUNNERY

AERIAL

RANGE COMPLEX

MULTIPURPOSE

RANGE 143

LEGEND

NOTES

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

ROUTE 14

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UNNAMED ROUTE

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BOUNDARY

INSTALLATION

UTM ZONE 13, US SURVEY FEET.

4. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND

PER APPLICATION) IS 84,729 GAL.

3. THE TOTAL APPLICATION AMOUNT FOR THESE ROUTES (169,458 SY * 2 APPLICATIONS AT *.25 GAL/SY

THIS AREA IS 26 FT. THE TOTAL CENTERLINE LENGTH OF ROUTE 1 IS 21,579 LF.

LENGTH OF ROUTE 14 IS 31,099 LF. THE AVERAGE WIDTH OF ROUTE 1 IN

2. THE AVERAGE WIDTH OF ROUTE 14 IS 31 FT. THE TOTAL CENTERLINE

AND WEST JUST NORTH OF RANGE 155.

APPLICATION IS THE INTERSECTION OF ROUTE 1 AND THE UNNAMED ROUTE THAT RUNS EAST

OF APPLICATION IS THE INTERSECTION OF ROUTE 14 AND ROUTE 11. THE EASTERN LIMIT OF

1. MAGNESIUM CHLORIDE SHALL BE APPLIED ON ROUTE 14 AND ROUTE 1. THE WESTERN LIMIT

E=1680502.7879 N=13960081.8205

E=1707581.3124 N=13953569.7691

E=1707644.2000 N=13954080.4000

E=1712105.7561 N=13971036.4716

RANGE 155

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SCALE: 1" = 1000'

LEGEND

NOTES

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

FORT CARSON INSTALLATION BOUNDARY

SHEET NUMBER:

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DETAILED ON SHEET C-6.0

NORTHERN LIMIT OF APPLICATION

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E=1718043.8416 N=13993629.7082

E=1720333.9622 N=14011485.4030

ROUTE 8

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UTM ZONE 13, US SURVEY FEET.

4. NORTHING AND EASTING VALUES SHOWN ARE BASED ON WGS 84 DATUM AND

PER APPLICATION) IS 25,550GAL.

3. THE TOTAL APPLICATION AMOUNT FOR THIS ROUTE (51,100SY * 2 APPLICATIONS AT *.25 GAL/SY

51,100 SY.

LENGTH OF THIS APPLICATION ROUTE IS 19,160 LF. THE TOTAL APPLICATION AREA IS

2. THE AVERAGE WIDTH OF ROUTE 1 IN THIS AREA IS 24 FT. THE TOTAL CENTERLINE

AND WEST JUST NORTH OF RANGE 155.

APPLICATION IS THE INTERSECTION OF ROUTE 1 AND THE UNNAMED ROUTE THAT RUNS EAST

OF APPLICATION IS THE INTERSECTION OF ROUTE 1 AND ROUTE 8. THE SOUTHERN LIMIT OF

1. MAGNESIUM CHLORIDE SHALL BE APPLIED ON ROUTE 1. THE NORTHERN LIMIT

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0 1800600 600

SCALE: 1" = 600'

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LEGEND

NOTES

PROPOSED MAGNESIUM CHLORIDE APPLICATION

PROPOSED MAGNESIUM CHLORIDE APPLICATION CENTERLINE

GAL/SY PER APPLICATION) IS APPROX.17,600GAL.

THE TOTAL APPLICATION AMOUNT FOR THIS ROUTE IS (35,200 SY * 2 APPLICATIONS AT *.25 3.

APPLICATION IS APPROX. 14,400 LF. THE TOTAL APPLICATION AREA IS 35,200 SY.

THE AVERAGE WIDTH OF THIS ROUTE IS 22 FT. THE TOTAL CENTERLINE LENGTH 2.

WILDERNESS ROAD.

THE SOUTHERN LIMIT OFAPPLICATION IS THE INTERSECTION OF THE DIRT TANK TRAIL AND

APPLICATION IS THE INTERSECTION OF ROUTE 5 AND BUTTS ROAD AT THE "CROW'S FOOT."

MAGNESIUM CHLORIDE SHALL BE APPLIED ON DIRT TANK TRAIL. THE NORTHERN LIMIT OF 1.

SHEET NUMBER:

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