B08 Solicitation_Atch 2_Drawings_Juniper Campground.pdf

CONSTRUCTION DRAWINGS

RECOMMENDED:

APPROVED:

DATE

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF DRAWING DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

REVISIONS

NORTH UNIT PAVED WALKWAYS

28OF

LOCATION WITHIN PARK

NAME OF PARK

REGION

REGION 5 - MISSOURI BASIN

COUNTY

MCKENZIE

STATE

NORTH DAKOTA

JUNIPER PICNIC AREA & CAMPGROUNDUNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

THEODORE ROOSEVELT NATIONAL PARK

MARK SHEET DATE INITIALS

PROJECT MANAGER

SUPERINTENDENT DATE

SOUTHWESTERN NORTH DAKOTA

INDEX TO SHEETS

TITLE OF SHEETSUB SHEETSHEET NUMBER

1 N/A COVER SHEET

2 G1 GENERAL PROJECT, REMOVAL, AND REHABILITATION NOTES

3 C1 JUNIPER PICNIC AREA & CAMPGROUND EXISTING SITE PLAN

4 C2 JUNIPER PICNIC AREA & CAMPGROUND REMOVAL PLAN

5 C3 JUNIPER CAMPGROUND VAULT TOILET AREA REMOVAL DETAILS

6 C4 JUNIPER PICNIC AREA COMFORT STATION REMOVAL DETAILS

7 - 10 C5 - C8 JUNIPER PICNIC AREA & CAMPGROUND PROPOSED SITE PLAN

11 C9 12 C10 13 C11

14 - 18 C12 - C16

204 STANDARD SPECIFICATION SUBGRADE PREPARATION

23 - 27

302 STANDARD SPECIFICATION AGGREGATE BASE/SURFACE COURSE

501 STANDARD SPECIFICATION PORTLAND CONCRETE PAVEMENT

601 STANDARD SPECIFICATION CONCRETE SIDEWALKS/WALKWAYS

THIS DRAWING PACKAGE IS INCLUSIVE TO THE GENERAL REQUIREMENTS

SPECIFICATION SECTION 01-10-00. REFER TO GENERAL REQUIREMENTS FOR

ADDITIONAL INFORMATION ON WALKWAY MATERIAL AND INSTALLATION

TOLERANCES.

THEODORE ROOSEVELT NATIONAL PARK

(NORTH UNIT)

0 25 50 75 100 Miles

174976

JUNIPER CAMPGROUND VAULT TOILET AREA DETAILS

CONCRETE WALKWAY DETAILS

CONCRETE GARBAGE CONTAINER PAD DETAILS

CONCRETE WALKWAY VERTICAL PROFILES

19 V1 SURVEY CONTROL COORDINATE DATA

V2 WALKWAY ALIGNMENT GEOMETRY/LAYOUT DATA

PROJECT AREA

JUNIPER PICNIC AREA

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

G1

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

GENERAL PROJECT, REMOVAL,

AND REHABILITATION NOTES 2

28OF

GENERAL NOTES

1. CONTRACTOR RECEIVING AWARD SHALL FIELD VERIFY ALL CONDITIONS AND MEASUREMENTS PRIOR TO COMMENCING WORK.

2. PROJECT AREA IS LOCATED APPROXIMATELY FIVE AND ONE QUARTER (5.25) MILES FROM INTERSECTION WITH U.S. HIGHWAY 85 (PARK ENTRANCE).

3. ALL QUANTITIES NOTED WITHIN THIS PLAN SET ARE APPROXIMATE, AND PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL QUANTITIES PRIOR TO SUBMITTING A BID OR COMMENCING CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT AND STAKING REQUIRED TO COMPLETE THE CONTRACTED WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR HARDENING ANY EXISTING PAVEMENT, CONCRETE SURFACES, OR BUILDINGS TO PROTECT AGAINST DAMAGE OCCURRING DUE TO ACCESS TO THE PROJECT WORK AREA, MATERIAL STORAGE, REMOVAL, OR CONSTRUCTION ACTIVITIES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING NATIONAL PARK SERVICE INFRASTRUCTURE DUE TO PROJECT ACCESS, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL COORDINATE ALL REPAIRS WITH THE PROJECT C.O.R., AND REPAIR ALL

DAMAGE PRIOR TO THE COMPLETION OF THE CONTRACTED WORK.

7. THE NATIONAL PARK SERVICE SHALL APPROVE THE FINAL HORIZONTAL, VERTICAL PROFILE, SUBGRADE PREPARATION, AND FORM-WORK PRIOR TO

THE LAYING OF CONCRETE.

8. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS, TRASH, AND MATERIALS FROM PARK PROPERTY RELATED TO THE CONSTRUCTION PROJECT. THE USE OF PARK TRASH CONTAINERS IS NOT PERMISSIBLE. THE CLEANING OF EQUIPMENT WILL BE CONDUCTED OFF PARK PROPERTY DUE

TO ENVIRONMENTAL CONCERNS.

9. ALL SECURITY AND PROTECTION OF THE CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT WILL NOT BE LIABLE FOR DAMAGE OR THEFT OF CONTRACTOR'S TOOLS OR EQUIPMENT IF STAGED ON THE GROUNDS OF THE

NATIONAL PARK.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY WHEN CONDUCTING WORK ADJACENT TO PUBLICLY ACCESSED AREAS. PROTECTION MAY INCLUDE BUT ARE NOT LIMITED TO BARRICADES, CONSTRUCTION FENCING, SIGNAGE OR A DEDICATED INDIVIDUAL TO MONITOR AND DIRECT WHEN THE PUBLIC IS PRESENT ADJACENT TO ACTIVE WORK AREAS. THE PROJECT C.O.R. RESERVES THE RIGHT TO REQUIRE ADDITIONAL PUBLIC PROTECTION MEASURES IF CONTRACTOR PROVIDED MEASURES DEMONSTRATE A LACK OF REASONABLE PROTECTION.

11. LOCATION OF TEMPORARY SERVICES ALLOWED WITHIN THE IMMEDIATE PROJECT AREA, DUMPSTER OR SATELLITE TOILET, WILL BE IDENTIFIED BY THE PROJECT C.O.R. DURING THE PRE-CONSTRUCTION MEETING. MAINTAINING TEMPORARY SERVICES SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

12. IT IS EXPECTED, ONCE THE CONTRACTOR COMMENCES WITH DISTURBANCE ACTIVITIES AT THE PROJECT AREA; THAT CONSTRUCTION ACTIVITY PERSISTS THROUGH COMPLETION. ANY PROJECT AREA WHICH REMAINS IDLE FOR A PERIOD GREATER THAN 10 CALENDAR DAYS, SHALL HAVE EQUIPMENT AND STOCKPILED MATERIALS REMOVED FROM THE PROJECT AREA. COORDINATION WITH THE PROJECT C.O.R. SHALL BE UTILIZED TO

COMMUNICATE DELAYS ASSOCIATED WITH POOR WEATHER CONDITIONS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE LANDSCAPE ADJACENT TO THE PROJECT AREA FROM SEDIMENT DISCHARGE DUE TO

CONSTRUCTION ACTIVITIES.

14. THE CONTRACTOR SHALL EMPLOY SEDIMENT DISCHARGE PROTECTION DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL BE ALLOWED TO INCORPORATE MITIGATION MEASURES WHICH CAN BE EFFICIENTLY MOVED AS WORK PROGRESSES THROUGH THE SITE, PROVIDED

SUITABLE PROTECTION IS ESTABLISHED WHERE MEASURES ARE REMOVED.

15. THE CONTRACTOR SHALL SWEEP ALL NEWLY CONSTRUCTED CONCRETE NO MORE THAN 24-HOURS BEFORE A SCHEDULED FINAL PROJECT

INSPECTION.

SUB SHEET NO.DESIGNED:

REMOVAL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS, TRASH, AND MATERIALS FROM PARK PROPERTY RELATED TO THE CONSTRUCTION

PROJECT. THE USE OF PARK TRASH CONTAINERS IS NOT PERMISSIBLE. THE CLEANING OF EQUIPMENT WILL BE CONDUCTED OFF PARK PROPERTY DUE

TO ENVIRONMENTAL CONCERNS.

2. REMOVE EXISTING SLABS, PAVING, CURBS, GUTTERS, AND WALKS AS INDICATED IN PLAN SET.

2.1. UNLESS EXISTING FULL-DEPTH JOINTS COINCIDE WITH THE LINE OF DEMOLITION, NEATLY SAW-CUT ALONG LINE OF EXISTING PAVEMENT TO

REMAIN BEFORE REMOVING ADJACENT PAVEMENT. SAW CUT ALL FACES VERTICALLY.

2.2. PAINT CUT ENDS OF ANY STEEL REINFORCEMENT IN CONCRETE TO REMAIN WITH TWO COATS OF ANTIRUST COATING, FOLLOWING COATING MANUFACTURER'S WRITTEN INSTRUCTIONS. KEEP PAINT OFF SURFACES THAT WILL REMAIN EXPOSED.

3. REMOVE SOD AND GRASS BEFORE STRIPPING TOPSOIL. CONTRACTOR TO IDENTIFY AND DETERMINE DEPTH OF EXISTING TOPSOIL. STRIP TOPSOIL IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER WASTE MATERIALS.

3.1. STOCKPILE LOCATIONS AT PROJECT AREAS WILL BE IDENTIFIED BY THE PROJECT C.O.R. DURING THE PRE-CONSTRUCTION MEETING.

3.1. STOCKPILE TOPSOIL INTERMIXING WITH SUBSOIL OR OTHER MATERIALS. GRADE AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. COVER

STOCKPILE TO PREVENT WINDBLOWN DUST AND EROSION BY WATER.

3.2. DISPOSE OF SURPLUS TOPSOIL SHALL BE COORDINATED WITH THE PROJECT C.O.R.

4. REMOVE SURPLUS SOIL MATERIAL, DEMOLISHED MATERIALS, AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS, AND DISPOSE OF THEM OFF

GOVERNMENT PROPERTY, ADHERING TO ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

4.1. THE USE OF PARK TRASH CONTAINERS IS NOT PERMISSIBLE.

4.2. THE CLEANING OF EQUIPMENT WILL BE CONDUCTED OFF PARK PROPERTY DUE TO ENVIRONMENTAL CONCERNS.

SITE REHABILITATION NOTES

1. THE CONTRACTOR SHALL BACKFILL AGAINST THE SIDES OF WALKWAY PADS TO THE TOP OF THE FINISHED CONCRETE SURFACE, AND SLOPE FILL

AWAY FROM THE WALKWAY AT A GRADE NO STEEPER THAN 4' HORIZONTAL TO 1' VERTICAL (4:1 MAX).

2. IMMEDIATELY PRIOR TO PLACING TOPSOIL, THE SUBGRADE SHALL BE LOOSENED BY DISKING OR SCARIFYING TO A DEPTH OF TWO INCHES TO

PROVIDE FOR THE BONDING OF THE TOPSOIL TO THE SUBGRADE.

2.1. TOPSOIL SHALL BE PLACED ON ALL REHABILITATED AREAS TO PROVIDE SOIL CAPABLE OF SUPPORTING GRASS GROWTH.

2.2. TOPSOIL SHALL BE GRADED TO DRAIN THEN MODERATELY COMPACTED BY USE OF A SOIL-ROLLER OR OTHER C.O.R. APPROVED METHOD.

2.3. IRREGULARITIES OR LOW SPOTS RESULTING FROM THE TOPSOILING OR OTHER OPERATIONS SHALL BE CORRECTED IN ORDER TO PREVENT

POCKETS WHERE WATER MAY STAND.

2.4. TOPSOIL SHALL NOT BE PLACED WHEN THE SUBGRADE IS FROZEN, EXCESSIVELY WET, EXTREMELY DRY, OR IN A CONDITION OTHERWISE

DETRIMENTAL TO THE PROPOSED PLANTINGS.

3. THE NATIONAL PARK SERVICE WILL SEED ALL DISTURBED AREAS AT THE COMPLETION OF THE PROJECT.

4. ALL REPAIRS TO NATIONAL PARK INFRASTRUCTURE DUE TO PROJECT ACCESS, MATERIAL STORAGE, OR CONSTRUCTION ACTIVITIES MUST BE

COMPLETED PRIOR TO PROJECT CLOSE-OUT.

5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS, TRASH, AND MATERIALS FROM PARK PROPERTY RELATED TO THE CONSTRUCTION

PROJECT PRIOR TO PROJECT CLOSE-OUT.

6. PRIOR TO FINAL INSPECTIONS, THE CONTRACTOR SHALL SWEEP ALL NEWLY CONSTRUCTED CONCRETE; ALSO TO INCLUDE WORK AREA ACCESS

ROUTES, STAGING, AND MATERIAL STORAGE AREAS.

174976

JUNIPER PICNIC

AREA PARKING AREA

JUNIPER

CAMPGROUND

ENTRANCE

JUNIPER

CAMPGROUND

ROAD

COMFORT

STATION

REAR PROJECTION

BUILDING

AMPITHEATER

VAULT TOILET

JUNIPER

CAMPGROUND

ROAD

PAVED WALKWAY

PAVED WALKWAY

PAVED WALKWAY

PAVED WALKWAY

PAVED WALKWAY

AC

HEN

BA

CH

T

RA

IL

ACH

EN

BACH

TR

AIL

ACHENBACH

TRAILHEAD

PAVED WALKWAY

CMPRJ-HV

CMPRJ-HV

1959.36

CMPRJ-HV

1960.49

CMPRJ-HV

1959.51

CMPRJ-HV

1961.18

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C1

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA &

CAMPGROUND EXISTING

SITE PLAN 3

28OF

SCALE OF FEET

30 600 30

REMOVE

CONCRETE PADS

REMOVE

CONCRETE PADS

REMOVE

CONCRETE PAD

REMOVE

CONCRETE PAD

JUNIPER PICNIC

AREA PARKING AREA

JUNIPER

CAMPGROUND

ENTRANCE

JUNIPER

CAMPGROUND

ROAD

COMFORT STATION

(SEE SHEET C4 FOR DETAILS)

REAR PROJECTION

BUILDING

AMPITHEATER

VAULT TOILET

(SEE SHEET C3 FOR DETAILS)

REMOVE

CONCRETE PADS

REMOVE

CONCRETE

PADS

END OF WALKWAY

REPLACEMENT

BEGINNING OF

WALKWAY

REPLACEMENT

REMOVE

ASPHALT

WALKWAY

JUNIPER

CAMPGROUND

ROAD

REMOVE ASPHALT

WALKWAY

REMOVE ASPHALT

WALKWAY

REMOVE ASPHALT

WALKWAY

REMOVE ASPHALT

WALKWAY

REMOVE ASPHALT

WALKWAY

REMOVE ASPHALT

WALKWAY

AC

HEN

BA

CH

T

RA

IL

ACH

EN

BACH

TR

AIL

ACHENBACH

TRAILHEAD

REMOVE ASPHALT

PAD

CMPRJ-HV

CMPRJ-HV

1959.36

CMPRJ-HV

1960.49

CMPRJ-HV

1959.51

CMPRJ-HV

1961.18

DEMOLITION/REMOVAL NOTES

1. ALL QUANTITIES NOTED WITHIN THIS PLAN SET ARE APPROXIMATE, AND PROVIDED FOR THE

CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL

QUANTITIES PRIOR TO SUBMITTING A BID OR COMMENCING CONSTRUCTION.

2. ALL REMOVED MATERIAL, INCLUDING DEBRIS AND EXISTING BITUMINOUS MATERIAL, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF OFF-SITE FOLLOWING ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS; UNLESS COORDINATED WITH THE

PROJECT C.O.R. FOR ONSITE STOCKPILING.

3. EXISTING GARBAGE COLLECTION CONTAINERS WILL BE REMOVED FROM CONCRETE PADS SCHEDULED FOR DEMOLITION BY THE NATIONAL PARK SERVICE PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.

4. REMOVE ASPHALT WALKWAYS, SIX (6) CONCRETE TRASH CONTAINER PADS, FIVE (5) CONCRETE PADS LOCATED ADJACENT TO THE VAULT TOILET AND COMFORT STATION, AND WOOD TIMBER ASPHALT

WALKWAY EDGING.

5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS, TRASH, AND MATERIALS FROM PARK PROPERTY RELATED TO THIS CONSTRUCTION PROJECT. THE USE OF PARK TRASH CONTAINERS IS NOT

PERMISSIBLE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY WHEN CONDUCTING WORK ADJACENT TO PUBLIC ACCESSED AREAS. PROTECTION MAY INCLUDE, BUT ARE NOT LIMITED TO BARRICADES, CONSTRUCTION FENCING, SIGNAGE OR A DEDICATED INDIVIDUAL TO MONITOR AND DIRECT WHEN THE

PUBLIC IS PRESENT ADJACENT TO ACTIVE WORK AREAS. SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C2

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA &

CAMPGROUND REMOVAL PLAN 4

28OF

REMOVAL OF BITUMINOUS SURFACING

REMOVAL QUANTITIES (ESTIMATED)

5,518 SQFT +/-

REMOVAL OF CONCRETE PADS

SCALE OF FEET

30 600 30

171 SQFT +/-

94 FT +/-REMOVAL OF WOOD TIMBERS

REMOVE CONCRETE PADS

(50 SQ. FT. ±)

REMOVE ASPHALT

WALKWAY (282 SQ. FT. ±)

REMOVE ASPHALT WALKWAY

TIMBER BORDER (94 FT. ±)

WINDSCREENS SHALL BE REMOVED BY

NPS PRIOR TO CONSTRUCTION COMMENCEMENT

REMOVE REMNANT OF

WOOD POSTS AND CONCRETE

REMOVE REMNANT OF

WOOD POST AND CONCRETE

SAW CUT ASPHALT

BETWEEN WALKWAY

AND ROAD (4 FT. ±)

VAULT

TOILET

(TO REMAIN)

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C3

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-05

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER CAMPGROUND VAULT

TOILET AREA REMOVAL PLAN 5

28OF

C3 SCALE A

SCALE OF FEET

4 8

ASCALE

0 4

JUNIPER CAMPGROUND VAULT

TOILET AREA REMOVALS

C3

PHOTOGRAPH - VAULT TOILET

NO SCALE

C3

PHOTOGRAPH - VAULT TOILET

NO SCALE

REMOVE

CONCRETE PAD

REMOVE ASPHALT

WALKWAY

REMOVE WOOD

TIMBERS

REMOVE ASPHALT

WALKWAY

REMOVE

CONCRETE PAD

REMOVE WOOD

TIMBERS

174976

REMOVE

CONCRETE

POST PADS

REMOVE

CONCRETE

POST PADS

DEMOLITION/REMOVAL NOTES

1. ALL QUANTITIES NOTED WITHIN THIS PLAN SET ARE APPROXIMATE, AND PROVIDED FOR THE

CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL

QUANTITIES PRIOR TO SUBMITTING A BID OR COMMENCING CONSTRUCTION.

2. ALL REMOVED MATERIAL, INCLUDING DEBRIS AND EXISTING BITUMINOUS MATERIAL, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF OFF-SITE FOLLOWING ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS; UNLESS COORDINATED WITH THE

PROJECT C.O.R. FOR ONSITE STOCKPILING.

3. VAULT TOILET WINDSCREENS WILL BE REMOVED BY THE NATIONAL PARK SERVICE PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES.

4. PROTECT/HARDEN THE EXTERIOR SURFACES OF THE VAULT TOILET, ANY DAMAGE TO THE EXTERIOR OF

THE VAULT TOILET BUILDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

5. NEATLY SAW-CUT (4 FT. ±) BETWEEN THE VAULT TOILET WALKWAY AND JUNIPER CAMPGROUND

ROAD BEFORE REMOVING EXISTING ASPHALT WALKWAY. SAW CUT ALL FACES VERTICALLY.

6. REMOVE ASPHALT WALKWAY (282 SQ. FT. ±), TWO (2) CONCRETE PADS (50 SQ. FT. ±), AND WALKWAY

TIMBER BORDER (94 FT. ±).

7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS, TRASH, AND MATERIALS FROM PARK PROPERTY RELATED TO THIS CONSTRUCTION PROJECT. THE USE OF PARK TRASH CONTAINERS IS NOT

PERMISSIBLE.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY WHEN CONDUCTING WORK ADJACENT TO PUBLIC ACCESSED AREAS. PROTECTION MAY INCLUDE, BUT ARE NOT LIMITED TO BARRICADES, CONSTRUCTION FENCING, SIGNAGE OR A DEDICATED INDIVIDUAL TO MONITOR AND DIRECT WHEN THE

PUBLIC IS PRESENT ADJACENT TO ACTIVE WORK AREAS.

REMOVE CONCRETE

PAD (24 SQ. FT.)

REMOVE CONCRETE

PAD (24 SQ. FT.)

REMOVE CONCRETE

PAD (9 SQ. FT.)

REMOVE ASPHALT

WALKWAY

COMFORT

STATION

(TO REMAIN)

DEMOLITION/REMOVAL NOTES

1. ALL QUANTITIES NOTED WITHIN THIS PLAN SET ARE APPROXIMATE, AND PROVIDED FOR THE

CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL

QUANTITIES PRIOR TO SUBMITTING A BID OR COMMENCING CONSTRUCTION.

2. ALL REMOVED MATERIAL, INCLUDING DEBRIS AND EXISTING BITUMINOUS MATERIAL, SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF OFF-SITE FOLLOWING ALL APPLICABLE LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS; UNLESS COORDINATED WITH THE

PROJECT C.O.R. FOR ONSITE STOCKPILING.

3. PROTECT/HARDEN THE EXTERIOR SURFACES OF THE COMFORT STATION, ANY DAMAGE TO THE EXTERIOR

OF THE COMFORT STATION BUILDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

4. REMOVE THREE (3) CONCRETE PADS (57 SQ. FT. ±) ADJACENT TO COMFORT STATION.

5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS, TRASH, AND MATERIALS FROM PARK PROPERTY RELATED TO THIS CONSTRUCTION PROJECT. THE USE OF PARK TRASH CONTAINERS IS NOT

PERMISSIBLE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY WHEN CONDUCTING WORK ADJACENT TO PUBLIC ACCESSED AREAS. PROTECTION MAY INCLUDE, BUT ARE NOT LIMITED TO BARRICADES, CONSTRUCTION FENCING, SIGNAGE OR A DEDICATED INDIVIDUAL TO MONITOR AND DIRECT WHEN THE

PUBLIC IS PRESENT ADJACENT TO ACTIVE WORK AREAS.

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C4

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-05

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA COMFORT

STATION AREA REMOVAL PLAN 6

28OF

C4 SCALE A

JUNIPER PICNIC AREA COMFORT

STATION AREA REMOVALS

C4

PHOTOGRAPH - COMFORT STATION

NO SCALE

C4

PHOTOGRAPH - COMFORT STATION

NO SCALE

REMOVE

CONCRETE PADS

REMOVE

CONCRETE PADS

SCALE OF FEET

4 8

ASCALE

0 4

CMPRJ-HV

1959.36

CMPRJ-HV

1960.49

CMPRJ-HV

1959.51

CMPRJ-HV

1961.18

INSTALL CONCRETE WALKWAY

SEE PAGE C10 FOR DETAILS

START OF

WALKWAY "A"

END OF

WALKWAY "A"

END OF

WALKWAY "B"

START OF

WALKWAY "B"

START OF

WALKWAY "C"

WALKWAY "H"

WALKWAY "F"

WALKWAY "E"

WALKWAY "G"

END OF

WALKWAY "C"

WALKWAY "D"

JUNIPER PICNIC

AREA PARKING AREA

JUNIPER

CAMPGROUND

ENTRANCE

JUNIPER

CAMPGROUND

ROAD

JUNIPER

CAMPGROUND

ROAD

AC

HEN

BA

CH

T

RA

IL

ACH

EN

BACH

TR

AIL

ACHENBACH

TRAILHEAD

INSTALL

CONCRETE

PAD

INSTALL

CONCRETE

PADINSTALL

CONCRETE

PAD

INSTALL

CONCRETE

PAD

SCALE OF FEET

30 600 30

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C5

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA AND

CAMPGROUND PROPOSED

SITE PLAN

28OF

GENERAL SITE CONSTRUCTION NOTES

1. ALL QUANTITIES NOTED WITHIN THIS PLAN SET ARE APPROXIMATE, AND PROVIDED FOR THE

CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL

QUANTITIES PRIOR TO SUBMITTING A BID OR COMMENCING CONSTRUCTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT REQUIRED TO COMPLETE THE

CONTRACTED WORK.

3. THE CONTRACTOR SHALL INSTALL NEW CONCRETE WALKWAYS AS DETAILED ON PLAN SET.

4. THE CONTRACTOR SHALL INSTALL FIVE (5) CONCRETE PADS FOR GARBAGE COLLECTION CONTAINERS. ALL GARBAGE COLLECTION CONTAINERS SHALL BE BE INSTALLED BY THE NATIONAL PARK SERVICE, AS

DETAILED ON PLAN SHEETS C6, C7, AND C11.

0+00

0+20

0+

0+

0+

1+

1+

1+

1+

1+

PC: 0+21.52

PC

: 0

+7 9.

PC: 1+44.98

PT

: 0

+3 1.

PT: 1+13.87

PR

C:

+9

0.

CMPRJ-HV

1959.36

CMPRJ-HV

1960.49

0+000+

0+

0+

0+

1+

1+

1+

1+

1+

2+00

2+

2+

2+

2+

3+

PI:

0+

.46

PC: 0+21.08

PC: 0+34.32

PT: 0+27.88

PT

: 0

+46 .89

WALKWAY C - END

STATION: 1+57.66

NORTHING: 114,664.40

EASTING: 114,799.95

WALKWAY A - START

STATION: 0+00.00

NORTHING: 114,595.32

EASTING: 115,084.11

WALKWAY B - START

STATION: 0+00.00

NORTHING: 114,564.71

EASTING: 114,954.23

INTERSECTION

NORTHING: 114,610.28

EASTING: 114,864.44

WALKWAY C - START

STATION: 0+00.00

NORTHING: 114,548.99

EASTING: 114,891.10

INTERSECTION

NORTHING: 114,582.34

EASTING: 114,950.74

INTERSECTION

NORTHING: 114,580.06

EASTING: 114,769.05

INTERSECTION

NORTHING: 114,566.20

EASTING: 114,885.85

INSTALL 3' X 3'

CONCRETE PAD

INSTALL 3' X 12'

CONCRETE PAD

INSTALL 3' X 12'

CONCRETE PAD

C6

C1

L5

L6 L7

C5

C7

C8

L1

L2

L21

L22

C1

C2

0+00

0+20

0+40

0+

0+

1+

1+

1+

1+

EXISTING

PARKING AREA

EXISTING

PARKING AREA

C6

WALKWAY H - END

STATION: 0+18.01

NORTHING: 114,524.41

EASTING: 114,779.92

C6

AMPHITHEATER CONCRETE PAD DETAIL

NOT TO SCALE

A C6

SECTION AMPHITHEATER CONCRETE PAD

NOT TO SCALE

12'-0" 12'-0"

0.5% (MIN) TO 1.5% (MAX.) CROSS SLOPE

COMPACTED

AGGREGATE BASE COURSE

4" CLASS 5 AGGREGATE BASE

SEE ATTACHED TABLE FOR AGGREGATE SPECIFICATIONS

12'-0"

START OF AMPHITHEATER PAD

STATION: 1+45.66

NORTHING: 114,656.683

EASTING: 114,809.139

TIE ALL REBAR INTERSECTIONS

WITH STEEL WIRE REBAR TIES

6" 6"

5" THICK CONCRETE

2'-6"

2'-6"FINISHED

GRADE

A C6

C6

COMPACTED

CLASS 5 AGGREGATE BASE

2" DIAMETER SMOOTH STEEL DOWEL

18" LONG SPACED 24" O.C. SET MID-DEPTH

GREASE OR CAP ONE END OF THE BAR

TO PREVENT ADHESION OF CONCRETE

C6

TYPICAL CONSTRUCTION JOINT

NOT TO SCALE

CONCRETE

(5" THICKNESS)

4" THICK PREFORMED

EXPANSION JOINT MATERIAL

TERMINATE EXPANSION JOINT MATERIAL NOT LESS

THAN 12" OR MORE THAN 1"BELOW FINISHED SURFACE

INSTALL JOINT SEALANT AS PER

MANUFACTURER'S RECOMMENDATIONS #4 REBAR GRID EMBEDDED

MID-DEPTH OF SLAB

SUB SHEET NO.DESIGNED:

10 0

SCALE OF FEET

10 20

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C6

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA AND

CAMPGROUND PROPOSED

SITE PLAN 8

28OF

GENERAL SITE CONSTRUCTION NOTES

1. ALL QUANTITIES NOTED WITHIN THIS PLAN SET ARE APPROXIMATE, AND PROVIDED FOR THE

CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL

QUANTITIES PRIOR TO SUBMITTING A BID OR COMMENCING CONSTRUCTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT REQUIRED TO COMPLETE THE

CONTRACTED WORK.

3. THE CONTRACTOR SHALL INSTALL NEW CONCRETE WALKWAYS AS DETAILED ON PLAN SET.

4. THE CONTRACTOR SHALL INSTALL FIVE (5) CONCRETE PADS FOR GARBAGE COLLECTION CONTAINERS. ALL GARBAGE COLLECTION CONTAINERS SHALL BE BE INSTALLED BY THE NATIONAL PARK SERVICE, AS

DETAILED ON PLAN SHEETS C6, C7, AND C11.

1+

1+

2+

2+

2+

2+

2+

3+

3+

3+

3+

3+ 804+

4+

4+

4+60

4+80

5+

PI: 2+70.50

PC: 1+44.98

PC: 3+31.67

PC: 3+52.38

PC

: 4

+1 2.

PC: 4+56.14

PC: 4+91.01

PT: 2+45.43

PT: 3+44.41

PT

: 3

+7 0.

PT: 4+28.15

PT: 4+62.77

PR

C:

+9

0.

0+40

0+00

0+20

0+40

PC: 0+14.99

PT: 0+35.37

0+22

0+00

0+20

PC: 0+03.91

PT: 0+13.33

0+00

0+

0+

PC: 0+07.72

PT: 0+17.15

CMPRJ-HV

1960.49

4+23

2+

2+

3+

3+

3+

3+

3+ 804+

4+20

CO

MFO

RT

ST

ATIO

N

WALKWAY A - END

STATION: 4+23.09

NORTHING: 114,522.71

EASTING: 114,681.80

INTERSECTION

NORTHING: 114,580.06

EASTING: 114,769.05

INTERSECTION

NORTHING: 114,567.31

EASTING: 114,744.72

INTERSECTION

NORTHING: 114,514.37

EASTING: 114,721.66

INSTALL 3' X 3'

CONCRETE PAD

C6

L1

L2

L3

C2

C3 C4

L8

L9

L10

L11

L12

L1

C8

C9

C1

C11C12

C1

L2

L24

C2

L25

L26

C2

L27L28

C23

EXISTING

PARKING AREA

0+00

0+18

PRC: 3+52.93PT

: 3

+6 2.8

PC

: 3

+7 8.2

PT

: 3

+9 1.

PC

: 4

+0 9.

PT: 4+19.49

0+00

0+07

WALKWAY H - END

STATION: 0+18.01

NORTHING: 114,524.41

EASTING: 114,779.92

WALKWAY H - START

STATION: 0+00.00

NORTHING: 114,508.27

EASTING: 114,787.90

INTERSECTION

NORTHING: 114,551.64

EASTING: 114,722.51

SUB SHEET NO.DESIGNED:

10 0

SCALE OF FEET

10 20

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C7

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA AND

CAMPGROUND PROPOSED

SITE PLAN 9

28OF

8+

4+

4+60

4+80

5+

5+

5+

5+

5+

6+00

6+20

6+

6+ 606+

7+

7+

7+

7+

7+

8+

PC: 4+56.14

PC: 4+91.01

PC

: 5

+2 4.3

PC

: 5

+73 .53

PC: 6+25.33

PC: 7+49.01

PT: 4+62.77

PT

: 5

+1 0.4

PT

: 5

+45 .26

PT: 5+90.99

PT: 7+08.01

PT

: 7

+7 8.

CMPRJ-HV

1959.51

CMPRJ-HV

1961.18

WALKWAY B - END

STATION: 8+11.36

NORTHING: 114,494.51

EASTING: 114,281.25

L12

L1

L14

L15

L16

L17

L18

C1

C14

C15

C16

C17

C18

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C8

NPS PMIS NO: XXXXXXX THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA AND

CAMPGROUND PROPOSED

SITE PLAN 10

28OF

10 0

SCALE OF FEET

10 20

0.5% (MIN) TO 1.5% (MAX.) CROSS SLOPE

COMPACTED

AGGREGATE BASE COURSE

5" THICK CONCRETE6'-0"

7'-0"

6" 1'-0" #4 REBAR PLACED MID-DEPTHFINISHED

GRADE

4" CLASS 5 AGGREGATE BASE

SEE ATTACHED TABLE FOR AGGREGATE SPECIFICATIONS

A C9

SECTION CONCRETE WALKWAY (6'-0" FINISHED WIDTH)

NOT TO SCALE

6" FINISHED

GRADE

1'-0"

COMPACTED

CLASS 5 AGGREGATE BASE

2" DIAMETER SMOOTH STEEL DOWEL

18" LONG SPACED 24" O.C. SET MID-DEPTH

GREASE OR CAP ONE END OF THE BAR

TO PREVENT ADHESION OF CONCRETE

C9

TYPICAL CONSTRUCTION JOINT

NOT TO SCALE

CONCRETE

(5" THICKNESS)

4" THICK PREFORMED

EXPANSION JOINT MATERIAL

TERMINATE EXPANSION JOINT MATERIAL NOT LESS

THAN 12" OR MORE THAN 1"BELOW FINISHED SURFACE

INSTALL JOINT SEALANT AS PER

MANUFACTURER'S RECOMMENDATIONS

COMPACTED

CLASS 5 AGGREGATE BASE

CONCRETE (5" THICKNESS)

TOOLED JOINT 14" RADIUS

COMPACTED

CLASS 5 AGGREGATE BASE

CONCRETE (5" THICKNESS)

SAWED JOINT 18" KERF TO A DEPTH

OF 13 CONCRETE THICKNESS

C9

TYPICAL TOOLED CONTRACTION JOINT

NOT TO SCALE

C9

TYPICAL SAWED CONTRACTION JOINT

NOT TO SCALE

0.5% (MIN) TO 1.5% (MAX.) CROSS SLOPE

COMPACTED

AGGREGATE BASE COURSE

5" THICK CONCRETE13'-6"

14'-6"

6" 1'-0" #4 REBAR PLACED MID-DEPTHFINISHED

GRADE

4" CLASS 5 AGGREGATE BASE

SEE ATTACHED TABLE FOR AGGREGATE SPECIFICATIONS

B C9

SECTION CONCRETE PAD (13'-6" FINISHED WIDTH)

NOT TO SCALE

6" FINISHED

GRADE

1'-0"

V A U

LT

TO

IL

E T

13'-6"

6'-0"

6'-0"

13'-6"

31'-5"

MATCH ELEVATION

OF EXISTING ROAD

MATCH ELEVATION OF

VAULT FLOOR AT

DOOR THRESHOLD

3'-0"

17'-0"

INSTALL 3 4" EXPANSION JOINT

MATERIAL BETWEEN CONCRETE PAD

AND VAULT TOILET FOUNDATION

TIE ALL REBAR INTERSECTIONS

WITH STEEL WIRE REBAR TIES

TIE ALL REBAR INTERSECTIONS

WITH STEEL WIRE REBAR TIES

#4 REBAR INSTALLED 1'-0" FROM

CONCRETE EDGE

#4 REBAR GRID INSTALLED 1'-0"

FROM CONCRETE EDGE

2'-6"

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C9

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER PICNIC AREA AND

CAMPGROUND PROPOSED

SITE PLAN 11

28OF

CONSTRUCTION/INSTALLATION NOTES

1. CONCRETE WALKWAY RUNNING SLOPE SHALL NOT EXCEED 5.0% AND CROSS SLOPE SHALL NOT EXCEED 1.5%. CONCRETE PAD SURROUNDING VAULT TOILET SHALL

SLOPE AWAY FROM THE VAULT TOILET BUILDING AT A RATE OF 0.5% TO 1.0%.

2. LONGITUDINAL REINFORCEMENT OF CONCRETE WALKWAY SHALL CONSIST OF TWO RUNS OF #4 REBAR INSTALLED WITHIN WALKWAY OFFSET 1'-0" INSIDE THE

FORM-WORK UNLESS NOTED ON PLANS.

3. LATERAL REINFORCEMENT OF CONCRETE WALKWAY SHALL CONSIST OF 5'-0" LONG #4 REBAR SPACED AT 2'-6" INTERVALS PLACED PERPENDICULAR TO LONGITUDINAL

REINFORCEMENT UNLESS NOTED ON PLANS.

4. ALL REBAR REINFORCEMENT SHALL BE INSTALLED MID-DEPTH WITHIN CONCRETE WALKWAYS.

5. ALL REBAR INTERSECTIONS SHALL BE TIED WITH STEEL WIRE REBAR TIES.

6. USE THE SAME CEMENT MATERIALS, TYPE, BRAND, AND SOURCE FOR THE DURATION OF THE PROJECT.

7. WALKWAY SHALL BE CONSTRUCTED USING PORTLAND CEMENT MEETING ASTM C150 TYPE 1/II.

8. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH (28 DAYS) OF 3500 PSI.

9. CONCRETE WALKWAY SHALL INCLUDE COLOR PIGMENT MEETING ASTM C 979/ C979M COLORANT SPECIFICATIONS.

10. COLORANT SHALL BE ADDED TO CONCRETE MIX USING THE PIGMENT MANUFACTURER'S WRITTEN INSTRUCTIONS. THE PIGMENT COLOR SHALL BE DAVIS #641 "SEQUOIA SAND" OR EQUIVALENT. CONTRACTOR MUST SUBMIT COLORANT SAMPLE TO C.O.R. FOR FINAL COLOR SELECTION BEFORE INSTALLATION OF CONCRETE

WALKWAY.

11. CONTRACTION JOINTS SHALL BE POSITIONED SO AS TO DIVIDE THE WALKWAY AND CONCRETE PAD INTO SQUARE SLABS. THE CONTRACTION JOINTS ON WALKWAYS

MAYBE SAWED OR TOOLED.

12. CONCRETE WALKWAY SHALL BE FINISHED WITH A LIGHT BROOM FINISH, APPLIED PERPENDICULAR TO TRAVEL PATH.

13. THE HORIZONTAL ALIGNMENT, VERTICAL PROFILE, COMPACTED AGGREGATE BASE, AND FORM WORK SHALL BE INSPECTED AND APPROVED BY THE PROJECT C.O.R.

PRIOR TO LAYING CONCRETE.

14. THE CONTRACTOR SHALL BACKFILL AGAINST THE SIDES OF THE WALKWAY AND OBSERVATION PADS TO THE TOP OF THE FINISHED CONCRETE SURFACE, AND SLOPE FILL AWAY FROM THE WALKWAY AT A GRADE NO STEEPER THAN 4 FEET HORIZONTAL TO 1 FOOT VERTICAL (4:1 MAX).

SCALE OF FEET

4 8

ASCALE

0 4

C9

JUNIPER CAMPGROUND VAULT TOILET AREA DETAIL

SCALE A

A C9

B C9

C9

COMPACTED

CLASS 5 AGGREGATE BASE

2" DIAMETER SMOOTH STEEL DOWEL

18" LONG SPACED 24" O.C. SET MID-DEPTH

COMPACTED

CLASS 5 AGGREGATE BASE

CONCRETE (5" THICKNESS)

TOOLED JOINT 14" RADIUS

COMPACTED

CLASS 5 AGGREGATE BASE

CONCRETE (5" THICKNESS)

SAWED JOINT 18" KERF TO A DEPTH

OF 13 CONCRETE THICKNESS

GREASE OR CAP ONE END OF THE BAR

TO PREVENT ADHESION OF CONCRETE

C10

TYPICAL CONSTRUCTION JOINT

NOT TO SCALE

C10

TYPICAL TOOLED CONTRACTION JOINT

NOT TO SCALE

C10

TYPICAL SAWED CONTRACTION JOINT

NOT TO SCALE

COMPACTED

CLASS 5 AGGREGATE BASE

CONCRETE

(5" THICKNESS)

3 4" THICK PREFORMED

EXPANSION JOINT MATERIAL

TERMINATE EXPANSION JOINT MATERIAL NOT LESS

THAN 12" OR MORE THAN 1"BELOW FINISHED SURFACE

C10

TYPICAL ISOLATION JOINT (NON-DOWELED)

NOT TO SCALE

INSTALL JOINT SEALANT AS PER

MANUFACTURER'S RECOMMENDATIONS

CONCRETE

(5" THICKNESS)

3 4" THICK PREFORMED

EXPANSION JOINT MATERIAL

TERMINATE EXPANSION JOINT MATERIAL NOT LESS

THAN 12" OR MORE THAN 1"BELOW FINISHED SURFACE

INSTALL JOINT SEALANT AS PER

MANUFACTURER'S RECOMMENDATIONS

0.5% (MIN) TO 1.5% (MAX.) CROSS SLOPE

COMPACTED

AGGREGATE BASE COURSE

5" THICK CONCRETE6'-0"

7'-0"

6" 1'-0" #4 REBAR PLACED MID-DEPTHFINISHED

GRADE

4" CLASS 5 AGGREGATE BASE

SEE ATTACHED TABLE FOR AGGREGATE SPECIFICATIONS

A C10

SECTION CONCRETE WALKWAY (6'-0" FINISHED WIDTH)

NOT TO SCALE

6" FINISHED

GRADE

1'-0"

2'-6"

6'-0" 6'-0" 6'-0"6'-0"

2'-6"

4' -0

1'

-0

1' -0

5' -0

5' -0

6' -0

C10

TYPICAL CONCRETE WALKWAY REINFORCEMENT

NOT TO SCALE

A C10

SAWED OR TOOLED

CONTRACTION JOINT

#4 REBAR INSTALLED 1'-0" FROM

CONCRETE EDGE

TIE ALL REBAR INTERSECTIONS

WITH STEEL WIRE REBAR TIES

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C10

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

CONCRETE WALKWAY DETAILS

28OF

CONSTRUCTION/INSTALLATION NOTES

1. CONCRETE WALKWAY RUNNING SLOPE SHALL NOT EXCEED 5.0% AND CROSS SLOPE SHALL NOT EXCEED 1.5%.

2. LONGITUDINAL REINFORCEMENT OF CONCRETE WALKWAY SHALL CONSIST OF TWO RUNS OF #4 REBAR INSTALLED WITHIN WALKWAY OFFSET 1'-0" INSIDE THE

FORM-WORK UNLESS NOTED ON PLANS.

3. LATERAL REINFORCEMENT OF CONCRETE WALKWAY SHALL CONSIST OF 5'-0" LONG #4 REBAR SPACED AT 2'-6" INTERVALS PLACED PERPENDICULAR TO LONGITUDINAL

REINFORCEMENT UNLESS NOTED ON PLANS.

4. ALL REBAR REINFORCEMENT SHALL BE INSTALLED MID-DEPTH WITHIN CONCRETE WALKWAYS.

5. ALL REBAR INTERSECTIONS SHALL BE TIED WITH STEEL WIRE REBAR TIES.

6. USE THE SAME CEMENT MATERIALS, TYPE, BRAND, AND SOURCE FOR THE DURATION OF THE PROJECT.

7. WALKWAY SHALL BE CONSTRUCTED USING PORTLAND CEMENT MEETING ASTM C150 TYPE 1/II.

8. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH (28 DAYS) OF 3500 PSI.

9. CONCRETE WALKWAY SHALL INCLUDE COLOR PIGMENT MEETING ASTM C 979/ C979M COLORANT SPECIFICATIONS.

10. COLORANT SHALL BE ADDED TO CONCRETE MIX USING THE PIGMENT MANUFACTURER'S WRITTEN INSTRUCTIONS. THE PIGMENT COLOR SHALL BE DAVIS #641 "SEQUOIA SAND" OR EQUIVALENT. CONTRACTOR MUST SUBMIT COLORANT SAMPLE TO C.O.R. FOR FINAL COLOR SELECTION BEFORE INSTALLATION OF CONCRETE

WALKWAY.

11. CONTRACTION JOINTS SHALL BE POSITIONED SO AS TO DIVIDE THE WALKWAY INTO SQUARE SLABS. THE CONTRACTION JOINTS ON WALKWAYS MAYBE SAWED OR

TOOLED (SEE PAGE G8 FOR DETAILS).

12. CONCRETE WALKWAY SHALL BE FINISHED WITH A LIGHT BROOM FINISH, APPLIED PERPENDICULAR TO TRAVEL PATH.

13. THE HORIZONTAL ALIGNMENT, VERTICAL PROFILE, COMPACTED AGGREGATE BASE, AND FORM WORK SHALL BE INSPECTED AND APPROVED BY THE PROJECT C.O.R.

PRIOR TO LAYING CONCRETE.

14. THE CONTRACTOR SHALL BACKFILL AGAINST THE SIDES OF THE WALKWAY AND OBSERVATION PADS TO THE TOP OF THE FINISHED CONCRETE SURFACE, AND SLOPE FILL AWAY FROM THE WALKWAY AT A GRADE NO STEEPER THAN 4 FEET HORIZONTAL TO 1 FOOT VERTICAL (4:1 MAX).

FINISHED

GRADE

4" CLASS 5 AGGREGATE BASE

SEE ATTACHED TABLE FOR AGGREGATE

SPECIFICATIONS

3'-0"

5" THICK CONCRETE

WALKWAY

6"

5" THICK CONCRETE

TRASH RECEPTACLE INSTALLED BY

NATIONAL PARK SERVICE

BEAR-SAVER MODEL HB1G-UP

(SUPPLIED BY NATIONAL PARK SERVICE)

3'-0"

3' -0

12'-0"

3' -0

A C11

A C11

A C11

SECTION - TYPICAL TRASH CONTAINER PAD

NOT TO SCALE

C11

COMPACTED

CLASS 5 AGGREGATE BASE

2" DIAMETER SMOOTH STEEL DOWEL

18" LONG SPACED 24" O.C. SET MID-DEPTH

GREASE OR CAP ONE END OF THE BAR

TO PREVENT ADHESION OF CONCRETE

C11

TYPICAL CONSTRUCTION JOINT

NOT TO SCALE

CONCRETE

(5" THICKNESS)

3 4" THICK PREFORMED

EXPANSION JOINT MATERIAL

TERMINATE EXPANSION JOINT MATERIAL NOT LESS

THAN 12" OR MORE THAN 1"BELOW FINISHED SURFACE

INSTALL JOINT SEALANT AS PER

MANUFACTURER'S RECOMMENDATIONS

C11

C11

TYPICAL 3'-0" x 12'-0" TRASH RECEPTACLE PAD

PLAN VIEW - NOT TO SCALE

PLAN VIEW - NOT TO SCALE

TYPICAL 3'-0" x 3'-0" TRASH RECEPTACLE PAD

6'-0" 6'-0"

SAWED OR TOOLED

CONTRACTION JOINT

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C11

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

CONCRETE GARBAGE

CONTAINER PAD DETAILS 13

28OF

CONSTRUCTION/INSTALLATION NOTES

1. INSTALL TWO (2) 3'-0" x 3'-0" CONCRETE TRASH RECEPTACLE PADS AT LOCATIONS DETAILED ON PLAN SHEETS C5-C7.

2. INSTALL TWO (2) 3'-0" x 12'-0" CONCRETE TRASH RECEPTACLE PADS AT LOCATIONS DETAILED ON PLAN SHEETS C5-C7.

3. CONTRACTION JOINTS SHALL BE POSITIONED SO AS SHOWN ON PLAN SHEET. THE CONTRACTION JOINTS ON TRASH RECEPTACLE PADS MAYBE SAWED OR TOOLED..

4. TRASH RECEPTACLE PADS SHALL BE FINISHED WITH A LIGHT BROOM FINISH, APPLIED IN THE SAME FASHION (DIRECTION AND DEPTH) AS THE ADJACENT CONCRETE

WALKWAY.

5. THE CONTRACTOR SHALL BACKFILL AGAINST THE SIDES OF THE TRASH RECEPTACLE PADS TO THE TOP OF THE FINISHED CONCRETE SURFACE, AND SLOPE FILL AWAY FROM THE PAD AT A GRADE NO STEEPER THAN 4 FEET HORIZONTAL TO 1 FOOT VERTICAL (4:1 MAX).

6. THE NATIONAL PARK SERVICE SHALL SUPPLY AND INSTALL THE TRASH RECEPTACLES.

Profile of Walkway A From 2+80 To 4+40

2+

3+

3+

3+

3+

3+

4+

4+

4+

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

0.

EG

=1

9.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

FG

2.00%

1.60%

ST

A

3+

.1

EL

EV

,9

.6

ST

A

3+

.0

EL

EV

,9

.6

ST

A

4+

.0

EL

EV

,9

.5

INTERSECTION

WITH WALKWAY H

INTERSECTION

WITH WALKWAY D

INTERSECTION

WITH WALKWAY B

EXISTING GROUND

EXISTING GROUND

PROPOSED TOP

OF CONCRETE

PROPOSED TOP

OF CONCRETE

Profile of Walkway A From 0+00 To 2+80

0+

0+

0+

0+

0+

1+

1+

1+

1+

1+

2+

2+

2+

2+

2+

EG

=1

8.

FG

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

0.00% 0.75%

0.09%

ST

A

0+

.0

EL

EV

,9

.0

ST

A

1+

.2

EL

EV

,9

.0

ST

A

2+

.1

EL

EV

,9

.5

INTERSECTION

WITH WALKWAY CINTERSECTION

WITH WALKWAY B

PROPOSED TOP

OF CONCRETE

EXISTING GROUND

EXISTING GROUND

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C12

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER CAMPGROUND

WALKWAY "A" PROFILE

STATION 0+00.0 TO 4+23.1 14

28OF

Profile of Walkway B From 2+80 To 5+60

2+

3+

3+

3+

3+

3+

4+

4+

4+

4+

4+

5+

5+

5+

5+

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

1.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

9.

FG

=1

0.

EG

=1

9.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

0.

-1.00%

-0.58%

ST

A

3+

.4

EL

EV

,9

.5

ST

A

5+

.0

EL

EV

,9

.4

PROPOSED TOP

OF CONCRETE

PROPOSED TOP

OF CONCRETE

EXISTING GROUND

EXISTING GROUND

INTERSECTION

WITH WALKWAY A

Profile of Walkway B From 0+00 To 2+80

0+

0+

0+

0+

0+

1+

1+

1+

1+

1+

2+

2+

2+

2+

2+

EG

=1

9.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

8.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

2.

EG

=1

1.

FG

=1

2.

EG

=1

1.

FG

=1

2.

EG

=1

1.

FG

=1

1.

INTERSECTION

WITH WALKWAY C

-2.23% 0.82%

2.26%

0.46% -0.41%0.00% 0.00%

ST

A

0+

.0

EL

EV

,9

.4

ST

A

0+

.9

EL

EV

,9

.0

ST

A

1+

.4

EL

EV

,9

.8

ST

A

2+

.7

EL

EV

,9

.0

ST

A

2+

.3

EL

EV

,9

.1

ST

A

2+

.5

EL

EV

,9

.0

PROPOSED TOP

OF CONCRETE

PROPOSED TOP

OF CONCRETE

EXISTING GROUND

EXISTING GROUND

INTERSECTION

WITH WALKWAY A

INTERSECTION

WITH WALKWAY F

INTERSECTION

WITH WALKWAY G

INTERSECTION

WITH WALKWAY E

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C13

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER CAMPGROUND

WALKWAY "B" PROFILE

STATION 0+00.0 TO 5+60.0 15

28OF

Profile of Walkway B From 5+60 To 8+20

5+

5+

6+

6+

6+

6+

6+

7+

7+

7+

7+

7+

8+

8+

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

=1

1.

FG

=1

2.

EG

=1

1.

FG

=1

2.

EG

=1

2.

FG

=1

2.

EG

=1

2.

FG

=1

2.

EG

FG

0.73%

ST

A

8+

.3

EL

EV

,9

.6

PROPOSED TOP

OF CONCRETE

PROPOSED TOP

OF CONCRETE

EXISTING GROUND

EXISTING GROUND

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C14

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER CAMPGROUND

WALKWAY "B" PROFILE

STATION 6+00.0 TO 7+93.4 16

28OF

PANEL LEFT BLANK

INTENTIONALLY

Profile of Walkway C From 0+00 To 1+60

0+

0+

0+

0+

0+

1+

1+

1+

1+

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

9.

FG

=1

9.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

=1

0.

FG

=1

0.

EG

FG

-0.50%

0.00% 0.65% 0.94%

ST

A

-0

+0 0.

EL

EV

,9

.5

ST

A

0+

.2

EL

EV

,9

.5

ST

A

0+

.4

EL

EV

,9

.8

ST

A

1+

.9

EL

EV

,9

.5

ST

A

1+

.6

EL

EV

,9

.4

EXISTING GROUND

INTERSECTION

WITH WALKWAY A

INTERSECTION

WITH WALKWAY B

START OF

12'-0" WIDE PAD

PROPOSED TOP

OF CONCRETE

PROPOSED TOP

OF CONCRETE

Profile of Walkway D From 0+00 To 0+60

0+

0+

0+

0+

EG

=1

0.

FG

EG

=1

0.

FG

=1

1.

EG

=1

1.

FG

=1

1.

EG

FG

3.37%

ST

A

0+

.0

EL

EV

,9

.6

ST

A

0+

.3

EL

EV

,9

.0

EXISTING GROUND

INTERSECTION

WITH WALKWAY B

PROPOSED TOP

OF CONCRETE

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C15

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER CAMPGROUND

WALKWAY "C" & "D" PROFILES 17

28OF

Profile of Walkway F From 0+00 To 0+40

0+

0+

0+

EG

=1

1.

FG

EG

=1

2.

FG

=1

2.

EG

FG

2.29%

ST

A

0+

.0

EL

EV

,9

.0

ST

A

0+

.1

EL

EV

,9

.6

EXISTING GROUND

PROPOSED TOP

OF CONCRETE

COMFORT STATION

DOOR ENTRANCE

MATCH ELEVATION

INTERSECTION

WITH WALKWAY B

Profile of Walkway E From 0+00 To 0+40

0+

0+

0+

COMFORT STATION

DOOR ENTRANCE

MATCH ELEVATION

EG

=1

1.

FG

EG

=1

2.

FG

=1

2.

EG

FG

2.69%

ST

A

0+

.0

EL

EV

,9

.0

ST

A

0+

.3

EL

EV

,9

.6

EXISTING GROUND

PROPOSED TOP

OF CONCRETE

INTERSECTION

WITH WALKWAY B

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

C16

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

JUNIPER CAMPGROUND

WALKWAY "E" & "F" PROFILES 18

28OF

SURVEY CONTROL COORDINATE DATA

1. HORIZONTAL DATUM: NORTH AMERICAN DATUM OF 1983 (2011) AS REALIZED BY TYING TO EXISTING PRIMARY NATIONAL

PARK SERVICE CONTROL MONUMENTS MCP2016-04, MCP2016-07, AND MCP2016-08. ALL DATA IS PROJECTED TO A CUSTOM

LOW-DISTORTION PROJECTION (SEE PROJECTION PARAMETERS INCLUDED ON THIS PLAN SHEET).

2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 AS REALIZED BY APPLYING GEOID MODEL 2012B TO ELLIPSOID

HEIGHTS OF MCP2016-04, MCP2016-07, AND MCP2016-08.

3. ALL COORDINATES AND MEASUREMENTS ARE GRID DISTANCES, USING THE INTERNATIONAL FOOT DEFINITION.

4. AVOID DAMAGE TO ALL SURVEY MONUMENTS FOUND IN PROXIMITY TO THE CONSTRUCTION AREA.

5. IMMEDIATELY REPORT AND SURVEY MONUMENTS DAMAGED DURING THE PROJECT DEMOLITION OR CONSTRUCTION TO THE

PROJECT C.O.R.

6. ANY SURVEY MONUMENTS DAMAGED DURING THE PROJECT DEMOLITION OR CONSTRUCTION SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE UNLESS NOTED ON THE PLAN SET.

LOW DISTORTION PROJECTION PARAMETERS

GEODETIC DATUM: NORTH AMERICAN DATUM OF 1983 (2011) EPOCH 2010.00

VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM OF 1988 AS REALIZED BY

USING GEOID2012B

SYSTEM: THEODORE ROOSEVELT NATIONAL PARK

ZONE NAME: LDP NORTH UNIT JUNIPER CAMPGROUND AREA

PROJECTION NAME: NAD83 (2011) THRO-NU LDP Zone 03 - Juniper Campground Area

PROJECTION TYPE: LAMBERT CONFORMAL CONIC (ONE-PARALLEL)

STANDARD PARALLEL / LATITUDE OF GRID ORIGIN: 47° 35' 42.0" N (47.595° N)

LONGITUDE OF CENTRAL MERIDIAN: 103° 20' 15.0" W (-103.3375° W)

NORTHING AT GRID ORIGIN: 35,000 m (114,829.396 Intl. Ft.)

EASTING AT Central MERIDIAN: 35,000 m (114,829.396 Intl. Ft.)

SCALE FACTOR ON CENTRAL MERIDIAN: 1.000091 (Exact)

SURVEY CONTROL POINTS

POINT #

NORTHING

(INTL. FT.)

116,546.411'

115,157.237'

114,435.702'

114,814.261'

114,564.682'

114,538.844'

114,611.476'

114,418.132'

114,547.348'

114,075.111'

114,723.941'

114,960.318'

114,485.491'

114,501.159'

114,650.181'

114,508.679'

114,567.323'

EASTING

(INTL. FT.)

114,120.470'

116,698.256'

115,335.706'

115,746.470'

114,226.276'

115,085.979'

114,816.139'

114,536.282'

114,399.112'

114,485.762'

114,085.561'

114,132.478'

115,853.401'

116,047.722'

116,148.659'

116,119.027'

116,096.560'

ELEVATION

(INTL. FT.)

1,995.44'

1,982.17'

1,958.64'

1,958.82'

1,962.09'

1,959.36'

1,960.49'

1,959.51'

1,961.18'

1,960.90'

1,962.59'

1,960.77'

1,956.55'

1,957.38'

1,956.92'

1,957.26'

1,956.69'

LATITUDE

N 047° 35' 58.9454"

N 047° 35' 45.2346"

N 047° 35' 38.1145"

N 047° 35' 41.8504"

N 047° 35' 39.3874"

N 047° 35' 39.1324"

N 047° 35' 39.8493"

N 047° 35' 37.9411"

N 047° 35' 39.2163"

N 047° 35' 34.5558"

N 047° 35' 40.9591"

N 047° 35' 43.2919"

N 047° 35' 38.6056"

N 047° 35' 38.7601"

N 047° 35' 40.2308"

N 047° 35' 38.8343"

N 047° 35' 39.4131"

LONGITUDE

W 103° 20' 25.3442"

W 103° 19' 47.7329"

W 103° 20' 07.6131"

W 103° 20' 01.6199"

W 103° 20' 23.7995"

W 103° 20' 11.2566"

W 103° 20' 15.1935"

W 103° 20' 19.2765"

W 103° 20' 21.2778"

W 103° 20' 20.0135"

W 103° 20' 25.8526"

W 103° 20' 25.1682"

W 103° 20' 00.0601"

W 103° 19' 57.2250"

W 103° 19' 55.7522"

W 103° 19' 56.1846"

W 103° 19' 56.5124"

ELLIPSOID HEIGHT

(INTL. FT.)

1,937.933'

1,924.668'

1,901.143'

1,901.325'

1,904.669'

1,901.863'

1,903.021'

1,902.068'

1,903.682'

1,903.494'

1,905.240'

1,903.395'

1,899.052'

1,899.879'

1,899.423'

1,899.764'

1,899.190'

CONVERGENCE ANGLE

-0° 00' 07.64"

0° 00' 20.13"

0° 00' 05.45"

0° 00' 09.88"

-0° 00' 06.50"

0° 00' 02.76"

-0° 00' 00.14"

-0° 00' 03.16"

-0° 00' 04.64"

-0° 00' 03.70"

-0° 00' 08.01"

-0° 00' 07.51"

0° 00' 11.03"

0° 00' 13.13"

0° 00' 14.21"

0° 00' 13.89"

0° 00' 13.65"

COMBINED SCALE

FACTOR

0.99999842

0.99999905

1.00000017

1.00000016

1.00000000

1.00000014

1.00000008

1.00000013

1.00000005

1.00000006

0.99999997

1.00000006

1.00000027

1.00000023

1.00000025

1.00000024

1.00000026

MONUMENT DESCRIPTION

600-MM FENO MONUMENT WITH 3.5" DIAMETER ALUMINUM CAP STAMPED "MCP2016-04"

600-MM FENO MONUMENT WITH 3.5" DIAMETER ALUMINUM CAP STAMPED "MCP2016-07"

600-MM FENO MONUMENT WITH 3.5" DIAMETER ALUMINUM CAP STAMPED "MCP2016-08"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-01"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-02"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-03"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-04"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-05"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-06"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-07"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-08"

30" LONG #5 REBAR WITH NPS ALUMINUM CAP STAMPED "CP2020-09"

30" LONG #4 REBAR WITH GREEN PLASTIC CAP STAMPED "CONTROL POINT"

30" LONG #4 REBAR WITH GREEN PLASTIC CAP STAMPED "CONTROL POINT"

30" LONG #4 REBAR WITH GREEN PLASTIC CAP STAMPED "CONTROL POINT"

30" LONG #4 REBAR WITH GREEN PLASTIC CAP STAMPED "CONTROL POINT"

30" LONG #4 REBAR WITH GREEN PLASTIC CAP STAMPED "CONTROL POINT"

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

V1

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

SURVEY CONTROL

COORDINATE DATA 19

28OF

WALKWAY A

SEGMENT NUMBER

C1

C2

L1

C3

L2

C4

L3

LENGTH

352.93

9.90

15.37

12.91

18.45

9.94

3.60

RADIUS

685.00

10.00

25.00

10.00

LINE/CHORD DIRECTION

S75° 17' 47.6"W

S88° 53' 35.8"W

N62° 45' 00.0"W

N77° 32' 30.0"W

S87° 40' 00.0"W

N63° 52' 05.9"W

N35° 24' 11.8"W

START STATION

0+00.00

3+52.93

3+62.82

3+78.20

3+91.10

4+09.55

4+19.49

END STATION

3+52.93

3+62.82

3+78.20

3+91.10

4+09.55

4+19.49

4+23.09

START COORDINATES

N: 114,595.32; E: 115,084.11

N: 114,506.72; E: 114,746.50

N: 114,506.54; E: 114,737.00

N: 114,513.58; E: 114,723.34

N: 114,516.33; E: 114,710.87

N: 114,515.58; E: 114,692.44

N: 114,519.78; E: 114,683.88

END COORDINATES

N: 114,506.72; E: 114,746.50

N: 114,506.54; E: 114,737.00

N: 114,513.58; E: 114,723.34

N: 114,516.33; E: 114,710.87

N: 114,515.58; E: 114,692.44

N: 114,519.78; E: 114,683.88

N: 114,522.71; E: 114,681.80

WALKWAY B

SEGMENT NUMBER

L5

C5

L6

C7

L7

C6

C8

C9

L8

L9

C10

L10

C11

L11

C12

L12

C13

L13

C14

L14

C15

L15

C16

L16

C17

L17

C18

L18

LENGTH

21.52

9.91

47.58

34.86

31.11

45.95

45.95

54.49

25.07

61.17

12.74

7.98

18.41

41.38

15.97

27.99

6.63

28.24

19.48

13.83

20.94

28.27

17.45

34.34

82.68

41.00

29.29

33.06

RADIUS

10.00

45.00

200.00

200.00

120.00

50.00

20.00

20.00

20.00

12.00

100.00

100.00

55.00

60.00

LINE/CHORD DIRECTION

N11° 11' 28.8"W

N39° 35' 44.4"W

N68° 00' 00.0"W

S89° 48' 37.4"W

S67° 37' 14.8"W

S74° 12' 11.5"W

S74° 12' 11.5"W

S67° 46' 35.3"W

S54° 46' 02.4"W

S54° 35' 48.2"W

S47° 17' 54.1"W

S40° 00' 00.0"W

S66° 22' 30.0"W

N87° 15' 00.0"W

S69° 52' 30.0"W

S47° 00' 00.0"W

S37° 30' 00.0"W

S28° 00' 00.0"W

S74° 30' 00.0"W

N59° 00' 00.0"W

N53° 00' 00.0"W

N47° 00' 00.0"W

N42° 00' 00.0"W

N37° 00' 00.0"W

N80° 04' 00.0"W

S56° 52' 00.0"W

S70° 51' 00.0"W

S84° 50' 00.0"W

START STATION

0+00.00

0+21.52

0+31.44

0+79.02

1+13.87

1+44.98

1+44.98

1+90.93

2+45.43

2+70.50

3+31.67

3+44.41

3+52.38

3+70.80

4+12.18

4+28.15

4+56.14

4+62.77

4+91.01

5+10.49

5+24.32

5+45.26

5+73.53

5+90.99

6+25.33

7+08.01

7+49.01

7+78.30

END STATION

0+21.52

0+31.44

0+79.02

1+13.87

1+44.98

1+90.93

1+90.93

2+45.43

2+70.50

3+31.67

3+44.41

3+52.38

3+70.80

4+12.18

4+28.15

4+56.14

4+62.77

4+91.01

5+10.49

5+24.32

5+45.26

5+73.53

5+90.99

6+25.33

7+08.01

7+49.01

7+78.30

8+11.36

START COORDINATES

N: 114,564.71; E: 114,954.23

N: 114,585.83; E: 114,950.05

N: 114,593.16; E: 114,943.99

N: 114,610.98; E: 114,899.87

N: 114,610.87; E: 114,865.88

N: 114,599.02; E: 114,837.12

N: 114,599.02; E: 114,837.12

N: 114,586.54; E: 114,793.00

N: 114,566.11; E: 114,742.98

N: 114,551.64; E: 114,722.51

N: 114,516.21; E: 114,672.64

N: 114,507.59; E: 114,663.31

N: 114,501.48; E: 114,658.18

N: 114,494.36; E: 114,641.90

N: 114,496.35; E: 114,600.57

N: 114,491.00; E: 114,585.97

N: 114,471.91; E: 114,565.50

N: 114,466.67; E: 114,561.48

N: 114,441.73; E: 114,548.22

N: 114,437.08; E: 114,531.44

N: 114,444.21; E: 114,519.59

N: 114,456.79; E: 114,502.89

N: 114,476.07; E: 114,482.22

N: 114,489.02; E: 114,470.55

N: 114,516.45; E: 114,449.88

N: 114,529.41; E: 114,375.90

N: 114,507.00; E: 114,341.57

N: 114,497.48; E: 114,314.17

END COORDINATES

N: 114,585.83; E: 114,950.05

N: 114,593.16; E: 114,943.99

N: 114,610.98; E: 114,899.87

N: 114,610.87; E: 114,865.88

N: 114,599.02; E: 114,837.12

N: 114,586.54; E: 114,793.00

N: 114,586.54; E: 114,793.00

N: 114,566.11; E: 114,742.98

N: 114,551.64; E: 114,722.51

N: 114,516.21; E: 114,672.64

N: 114,507.59; E: 114,663.31

N: 114,501.48; E: 114,658.18

N: 114,494.36; E: 114,641.90

N: 114,496.35; E: 114,600.57

N: 114,491.00; E: 114,585.97

N: 114,471.91; E: 114,565.50

N: 114,466.67; E: 114,561.48

N: 114,441.73; E: 114,548.22

N: 114,437.08; E: 114,531.44

N: 114,444.21; E: 114,519.59

N: 114,456.79; E: 114,502.89

N: 114,476.07; E: 114,482.22

N: 114,489.02; E: 114,470.55

N: 114,516.45; E: 114,449.88

N: 114,529.41; E: 114,375.90

N: 114,507.00; E: 114,341.57

N: 114,497.48; E: 114,314.17

N: 114,494.51; E: 114,281.25

WALKWAY C

SEGMENT NUMBER

L19

C19

L20

C20

L21

L22

LENGTH

21.08

6.80

6.44

12.57

26.58

84.20

RADIUS

10.00

10.00

LINE/CHORD DIRECTION

N16° 59' 03.5"W

N02° 30' 28.3"E

N22° 00' 00.0"E

N14° 00' 00.0"W

N50° 00' 00.0"W

N50° 00' 00.0"W

START STATION

0+00.00

0+21.08

0+27.88

0+34.32

0+46.89

0+73.46

END STATION

0+21.08

0+27.88

0+34.32

0+46.89

0+73.46

1+57.66

START COORDINATES

N: 114,548.99; E: 114,891.10

N: 114,569.15; E: 114,884.94

N: 114,575.82; E: 114,885.24

N: 114,581.79; E: 114,887.65

N: 114,593.19; E: 114,884.80

N: 114,610.28; E: 114,864.44

END COORDINATES

N: 114,569.15; E: 114,884.94

N: 114,575.82; E: 114,885.24

N: 114,581.79; E: 114,887.65

N: 114,593.19; E: 114,884.80

N: 114,610.28; E: 114,864.44

N: 114,664.40; E: 114,799.95

WALKWAY D

SEGMENT NUMBER

L23

C21

L24

LENGTH

14.99

20.39

5.01

RADIUS

20.00

LINE/CHORD DIRECTION

N23° 00' 00.0"E

N06° 12' 05.9"W

N35° 24' 11.8"W

START STATION

0+00.00

0+14.99

0+35.37

END STATION

0+14.99

0+35.37

0+40.38

START COORDINATES

N: 114,514.37; E: 114,721.66

N: 114,528.16; E: 114,727.52

N: 114,547.56; E: 114,725.41

END COORDINATES

N: 114,528.16; E: 114,727.52

N: 114,547.56; E: 114,725.41

N: 114,551.64; E: 114,722.51

WALKWAY E

SEGMENT NUMBER

L25

C22

L26

LENGTH

3.91

9.42

9.00

RADIUS

6.00

LINE/CHORD DIRECTION

N35° 24' 11.8"W

N09° 33' 58.8"E

N54° 32' 09.5"E

START STATION

0+00.00

0+03.91

0+13.33

END STATION

0+03.91

0+13.33

0+22.34

START COORDINATES

N: 114,551.64; E: 114,722.51

N: 114,554.84; E: 114,720.24

N: 114,563.20; E: 114,721.65

END COORDINATES

N: 114,554.84; E: 114,720.24

N: 114,563.20; E: 114,721.65

N: 114,568.42; E: 114,728.98

WALKWAY F

SEGMENT NUMBER

L27

C23

L28

LENGTH

7.72

9.42

9.00

RADIUS

6.00

LINE/CHORD DIRECTION

N35° 24' 11.8"W

N80° 23' 33.0"W

S54° 37' 05.8"W

START STATION

0+00.00

0+07.72

0+17.15

END STATION

0+07.72

0+17.15

0+26.15

START COORDINATES

N: 114,580.06; E: 114,769.05

N: 114,586.36; E: 114,764.58

N: 114,587.77; E: 114,756.21

END COORDINATES

N: 114,586.36; E: 114,764.58

N: 114,587.77; E: 114,756.21

N: 114,582.56; E: 114,748.87

SUB SHEET NO.DESIGNED:

CADD:

TECH REVIEW:

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

V2

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

WALKWAY ALIGNMENT

GEOMETRY/LAYOUT DATA 20

28OF

DATE:

MARCH 26TH, 2021

T. BENTLEY

C. L. SEXTON

C. L. SEXTON

NPS PMIS NO: 254305 THRO DRAWING NUMBER 2020-06

SHEETPKG. NO.

TITLE OF SHEET DRAWING NO.

THEODORE ROOSEVELT NATIONAL PARK

STANDARD SPECIFICATIONS

SUBGRADE PREPARATION 21

28OF

SECTION 204 - SUBGRADE PREPARATION

204-1 DESCRIPTION

· THIS WORK SHALL CONSIST OF SCARIFYING, SHAPING, COMPACTING, AND MAINTAINING THE SUBGRADE PRIOR TO CONSTRUCTION OF AN

AGGREGATE BASE, AC BASE COURSE, OR SURFACE COURSE AND SHALL INCLUDE EXCAVATION AND/OR SHIFTING OF MATERIALS RESULTING

FROM ROUGH GRADING, TRENCHING, OR OTHER PRIOR CONSTRUCTION ACTIVITIES. SUBGRADE PREPARATION SHALL INCLUDE ALL WORK

TO DEPTHS SPECIFIED ON THE PLAN SHEETS OR IN THE SPECIAL PROVISIONS. WHEN SUBGRADE PREPARATION DEPTHS ARE NOT SPECIFIED, THE DEPTH SHALL BE ASSUMED TO BE A MINIMUM OF 6 INCHES BELOW THE SURFACE OF THE FINISHED SUBGRADE

204-2 CONSTRUCTION REQUIREMENTS

204-2.1 GENERAL

· IN ALL AREAS, PRIOR TO PLACING ANY OF THE BASE COURSE MATERIAL SPECIFIED ON THE PLAN SHEETS, THE ENTIRE SUBGRADE SURFACE

SHALL BE SCARIFIED TO A SPECIFIED DEPTH OF NOT LESS THAN 6 INCHES AND DRIED OR UNIFORMLY MOISTENED TO OBTAIN REQUIRED

COMPACTION.

· EXCESS SUITABLE EXCAVATED MATERIAL SHALL BE STOCKPILED AND REUSED WHENEVER POSSIBLE IN THE PROJECT. IF MATERIAL CANNOT

BE REUSED OR IS SURPLUS TO THE PROJECT, COORDINATE DISPOSAL OR ONSITE STOCKPILING WITH PROJECT C.O.R.

· ALL ROCKS LARGER THAN 2 INCHES IN SIZE AND OTHER UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH APPROVED

BACKFILL MATERIAL.

· ANY PORTIONS OF THE SUBGRADE NOT EASILY ACCESSIBLE TO MACHINE OPERATIONS, SUCH AS VALLEY GUTTERS, SHALL BE BROUGHT TO

THE PROPER ELEVATION AND COMPACTED BY METHODS APPROVED BY THE PROJECT C.O.R.

· DURING THE COURSE OF PREPARING THE SUBGRADE AND UNTIL THE ASPHALT PAVEMENT OR CONCRETE COURSES HAVE BEEN

CONSTRUCTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT THE SUBGRADE AGAINST, AND REPAIR, ANY DAMAGE CAUSED

BY ADVERSE WEATHER, PUBLIC TRAFFIC, AND THE CONTRACTOR'S OWN OPERATIONS.

· THE SUBGRADE SHALL AT ALL TIMES BE COMPLETED FOR A SUFFICIENT DISTANCE AHEAD OF HAULING AND SPREADING BASE OR SURFACE

MATERIAL TO ALLOW ADEQUATE OPPORTUNITY FOR INSPECTION.

· NO MATERIALS SHALL BE PLACED ON THE SUBGRADE UNTIL IT HAS BEEN CHECKED AND APPROVED BY THE PROJECT C.O.R.

204-2.2 COMPACTION

· THE SUBGRADE SHALL BE COMPACTED BY APPROVED COMPACTION EQUIPMENT. APPROVED COMPACTION EQUIPMENT SHALL INCLUDE

SHEEPSFOOT ROLLERS, PNEUMATIC PACKERS, MECHANICAL PACKERS, MECHANICAL RAMMERS, VIBRATORY EQUIPMENT, TRUCKS, TRACTORS, SCRAPERS, MOTOR GRADERS, AND ALL OTHER TYPES OF EQUIPMENT USED IN EXCAVATING, TRANSPORTING, AND PLACING THE

SUBGRADE.

· SUBGRADE PREPARATION DEPTHS SPECIFIED ON THE PLAN SHEETS, SPECIAL PROVISIONS, OR THE MINIMUM OF 6…