Attachment_J-_3a_-_Yankee_Meadows_Dwg_Final.pdf

PDF 15 MB Posted Apr 19, 2019

Attached to: Yankee Meadows Campground Reconstruction Federal contract opportunity
Solicitation number: 1284N819R0004
Issued by: Department of Agriculture Forest Service R4-Intermountain Region

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Attachment J- 3a Yankee Meadows Drawings Final

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File	Type	Posted
Scanned_Amendment_01.pdf	PDF	May 8, 2019
Attachment_J-6_-_SF25A_Payment_Bond_expires_07312019.pdf	PDF	Apr 19, 2019
Solicitation_1284N819R0004.docx	DOCX document	Apr 19, 2019
Attachment_J-8_-_SF24_Bid_Bond.rtf	RTF text file	Apr 19, 2019
Attachment_J-_1_Wage_Rate_Determination.docx	DOCX document	Apr 19, 2019
Attachment_J-_2_Yankee_Meadows_Specs_Final.docx	DOCX document	Apr 19, 2019
Attachment_J-5_-_SF25_Performance_Bond_expires_07312019.pdf	PDF	Apr 19, 2019
Attachment_J-4_-_Subcontractor_Form_SF1413.pdf	PDF	Apr 19, 2019
Attachment_J-7_-_Representation_by_Corporations.docx	DOCX document	Apr 19, 2019
Attachment_J-_3b_-_Yankee_Meadows_Drawing_Cover_Sheet_with_original_signatures.pdf	PDF	Apr 19, 2019

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Angelita Bulletts 12/17/2018

Regina A. Freel 12/20/18

PROJECT DESCRIPTION

VICINITY MAP

PROJECT LOCATION

SCHEDULE OF ITEMS

R A

W W

LEGEND:

EXISTING WATERLINE TO REMAIN

EXISTING WATERLINE TO BE REMOVED

EXISTING SEWERLINE AND DRAINFIELD LINE

EXISTING FENCE LINE TO BE REMOVED BY OTHERS (NOT IN CONTRACT)

EXISTING DAYLIGHT DRAIN TO REMAIN

EXISTING CURB VALVE AND BOX TO REMAIN (SIZE VARIES)

EXISTING UTILITY BOX WITH COMBINATION AIR VALVE, TO REMAIN

EXISTING HYDRANT TO BE REMOVED

EXISTING HOST SEWER CONNECTION TO BE REMOVED

EXISTING ROAD OR SPUR (AGGREGATE SURFACE)

EXISTING OTHER AGGREGATE SURFACES (FAMILY UNITS, HYDRANT PADS, ETC.)

EXISTING ROADWAY OR GRAVEL SURFACE TO BE REMOVED (RIP AND REGRADE)

MAJOR CONTOUR AND ELEVATION (FEET)

SIGN

EXISTING PICNIC TABLE TO BE REMOVED

EXISTING FIRE RING TO BE REMOVED

SHEET DE3

SHEET DE2

NOTES:

1. AN SUBSTANTIAL EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES

FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY

OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE

FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR

SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING

CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

2. SITE NUMBERS REFLECT THE PROPOSED NUMBERING SYSTEM AND DO NOT MATCH THE

EXISTING SITE NUMBERING SYSTEM.

3. REMOVE ALL EXISTING SITE FURNITURE, INCLUDING PICNIC TABLES, FIRE RINGS, WHEEL

STOPS, AND UNIT MARKERS. REMOVE ALL KIOSKS, SIGNS, FEE TUBES, WATER HYDRANTS,

AND ALL OTHER ABOVE GROUND CONSTRUCTED FEATURES NOT DESIGNATED TO REMAIN.

4. REMOVE WATERLINE LATERALS BETWEEN HYDRANTS TO BE REMOVED AND THE TEE ON THE

MAIN LINE. CAP THE TEE AT THE MAIN LINE PERMANENTLY IF A NEW HYDRANT WILL NOT BE

PLACED NEAR THE TEE.

5. EXISTING VAULT TOILETS ARE TO REMAIN, INCLUDING THE CONCRETE SIDEWALK ADJACENT

TO EACH TOILET BUILDING.

6. RIP AND REGRADE ALL EXISTING ROADWAYS THAT WILL NOT HAVE NEW ROADWAYS OR

SPURS CONSTRUCTED IN THE SAME LOCATION (INCLUDING, BUT NOT LIMITED TO ALL

"X-HATCH" AREAS). REMOVE ALL IMPORTED ROAD BASE DOWN TO NATIVE SOIL. REGRADE TO

MATCH NATURAL TOPOGRAPHY OR GRADE TO DRAIN AWAY FROM NEW ROADWAYS. REMOVE

ALL X-HATCH AREAS ACCORDING TO SECTION 022340 “OBLITERATION OF OLD ROADWAYS AND

PARKING SPURS."

6.1. APPROX. 25 CY OF MATERIAL IS EXPECTED TO BE GENERATED FROM ROAD AND SPUR

OBLITERATION. (ESTIMATED TO BE APPROX. 1500 SF X 6" DEPTH). IF SUITABLE, THIS

MATERIAL CAN BE USED FOR BACKFILL IN OTHER AREAS OF THE PROJECT.

6.2. AT THE COMPLETION OF THE PROJECT, PLACE STOCKPILED TOPSOIL ON OBLITERATED

ROADS AND SPURS TO A DEPTH OF 2-3" AND PREPARE FOR SEEDING.

RIP AND REGRADE EXISTING ROADS,

SPURS AND GRAVEL AREAS TO BE

REMOVED AND RESTORE TO NATIVE

TOPOGRAPHY. SEE NOTE 6.

EXISTING CULVERT TO REMAIN

REMOVE AND DISPOSE OF

EXISTING PICNIC TABLES,

FIRE RINGS, WHEEL

STOPS AND UNIT

MARKERS (TYP)

WWWW

W W

SALVAGE ALL BARRIER ROCKS ON THIS SHEET

THAT CONFLICT WITH NEW ROADWAY. REINSTALL

AT NEW LOCATIONS ACCORDING TO S-SHEETS.

EXISTING ROAD

TO REMAIN

RIP AND REGRADE EXISTING

ROADS, SPURS AND

GRAVEL AREAS

DESIGNATED TO BE

REMOVED AND RESTORE TO

NATIVE TOPOGRAPHY. SEE

NOTE 6 ON SHEET DE1.

NOTES:

1. NOTES AND LEGEND ON SHEET DE1 APPLY.

REMOVE EXISTING CULVERT

EXISTING FENCE TO BE REMOVED

BY OTHERS (NOT IN CONTRACT)

EXISTING GATE TO BE REMOVED AND

RELOCATED BY OTHERS (NOT IN CONTRACT)

EXISTING CATTLEGUARD TO REMAIN

EXISTING CULVERT TO REMAIN.

MODIFY ACCORDING TO "R" SHEETS

REMOVE EXISTING SIGNS (TYP)

OBLITERATE EXISTING HOST SITE

REMOVE EXISTING HOST HYDRANT

AND WATERLINE LATERAL. CAP

LATERAL AT TEE FROM MAIN LINE

REMOVE EXISTING TRAILER

SEWER CONNECTION

EXISTING WATER

VALVE TO REMAIN

EXISTING SEPTIC TANK AND DRAINFIELD

TO REMAIN. SEE "W" SHEETS.

EXISTING 2-UNIT VAULT

TOILET AND CONCRETE

SIDEWALK TO REMAIN

REMOVE EXISTING KIOSK,

SIGN AND FEE TUBE, AND

OBLITERATE GRAVEL AREA

REMOVE AND DISPOSE OF EXISTING

PICNIC TABLES, FIRE RINGS, WHEEL

STOPS AND UNIT MARKERS (TYP)

EXISTING ROAD

TO REMAIN

EXISTING DAYLIGHT DRAIN TO REMAIN

EXISTING 3" PE WATERLINE TO

REMAIN (TYP)

EXISTING 3" PE WATERLINE

TO REMAIN (TYP)

REMOVE EXISTING HYDRANT AND

WATERLINE LATERAL. CAP LATERAL

AT TEE FROM MAIN LINE (TYP)

REMOVE EXISTING

KIOSK AND SIGNS

EXISTING CULVERT

TO REMAIN

W W

SALVAGE ALL BARRIER ROCKS ON THIS SHEET

THAT CONFLICT WITH NEW ROADWAY. REINSTALL

AT NEW LOCATIONS ACCORDING TO S-SHEETS.

EXISTING ROAD

TO REMAIN

RIP AND REGRADE EXISTING ROADS,

SPURS AND GRAVEL AREAS DESIGNATED

TO BE REMOVED AND RESTORE TO NATIVE

TOPOGRAPHY. SEE NOTE 6 ON SHEET DE1.

NOTES:

1. NOTES AND LEGEND ON SHEET DE1 APPLY.

EXISTING FENCE TO BE REMOVED

BY OTHERS (NOT IN CONTRACT)

REMOVE EXISTING SIGNS (TYP)

REMOVE AND DISPOSE OF EXISTING

PICNIC TABLES, FIRE RINGS, WHEEL

STOPS AND UNIT MARKERS (TYP)

EXISTING ROAD

TO REMAIN

EXISTING 3" PE WATERLINE TO

REMAIN (TYP)

EXISTING 3" PE WATERLINE TO

REMAIN (TYP)

REMOVE EXISTING HYDRANT AND WATERLINE

LATERAL. CAP LATERAL AT TEE FROM MAIN LINE

FOR FUTURE CONNECTION TO NEW HYDRANT

EXISTING UTILITY BOX WITH AIR

RELEASE VALVE TO REMAIN

REMOVE EXISTING HYDRANT AND WATERLINE

LATERAL. CAP LATERAL AT TEE FROM MAIN LINE

FOR FUTURE CONNECTION TO NEW HYDRANT

EXISTING 3" PE WATERLINE TO

REMAIN (TYP)

EXISTING GATE TO REMAIN

EXISTING ROAD TO SPRING AND

WATER STORAGE TANK TO REMAIN

EXISTING WATER

VALVES TO REMAIN

EXISTING 2-UNIT VAULT

TOILET AND CONCRETE

SIDEWALK TO REMAIN

EXISTING TREES TO REMAIN

EXISTING WATERLINE

FEATURE TO REMAIN

(ASSUMED TO BE A VALVE)

EXISTING ROCKY AREA (TYP)

W W

LEGEND:

NEW WATERLINE

EXISTING WATERLINE

NEW SEWERLINE

NEW FENCE LINE

DAYLIGHT DRAIN

CURB VALVE AND BOX - SIZE VARIES

HYDRANT - STANDARD TYPE A, UNLESS OTHERWISE NOTED

UTILITY BOX WITH COMBINATION AIR VALVE

CLEANOUT

NEW OR RECONSTRUCTED ROAD, PARKING OR SPUR (AGGREGATE SURFACE)

MAJOR CONTOUR AND ELEVATION (FEET)

SIGN

COMFORT STATION (DOUBLE-UNIT)

TENT PAD (SINGLE)

TENT PAD (DOUBLE)

FAMILY UNIT (SINGLE)

FAMILY UNIT WITH SHADE STRUCTURE (SINGLE)

FAMILY UNIT (DOUBLE)

GROUP SITE (SIZE VARIES)

NOTE: EXISTING SYMBOLS ARE LIGHT/GRAY; NEW SYMBOLS ARE SOLID/DARK

W W

SHEET S2

NOTES:

1. INSTALL UNIT MARKERS ACCORDING TO SPUR NUMBERS SHOWN ON

"S" SHEETS. EXISTING SPURS HAVE BEEN RENUMBERED.

2. CONTOURS INTERVALS ARE 1-FOOT

3. CONSTRUCT ROADS ACCORDING TO "R" SHEETS.

4. CONSTRUCT WATER AND SEWER SYSTEMS ACCORDING TO "W"

SHEETS.

5. THE MAJORITY OF THE TREES IN THE CAMPGROUND AREA HAVE

BEEN REMOVED DUE TO FIRE DAMAGE.

6. REPAINT INTERIOR AND EXTERIOR OF EXISTING WATER STORAGE

TANK MANWAYS ACCORDING TO SPECIFICATION SECTION 099600.

REINSTALL EXISTING GATE ON CAMPGROUND ENTRANCE ROAD

AT JUNCTION WITH BOWERY CREEK ROAD

TO BE PERFORMED BY OTHERS (NOT IN CONTRACT)

BOWERY CREEK ROAD

FOREST ROAD 049

SEE INSET

EXISTING

WATERLINE

EXISTING

CHLORINATOR

BOX

EXISTING 2,000 GALLON

WATER STORAGE TANK

EST. OUTLET ELEV. 8615'

TO CAMPGROUND

FROM

SPRING

REPAINT INTERIOR AND

EXTERIOR OF BOTH

MANWAYS, SEE NOTE 6

EXISTING

ACCESS

ROAD

EXISTING SPRING

COLLECTION AREA

(HEADBOX ELEV. 8910'

EXISTING NATIVE SURFACE ACCESS

ROAD TO SPRING AND TANK

TO YANKEE MEADOW RESERVOIR

APPROX. 1 MILE

TO PAROWAN

APPROX. 9 MILES

EXISTING AGGREGATE SURFACE

ACCESS ROAD TO CAMPGROUND

EXISTING WATER TANK

YANKEE

MEADOW

CAMPGROUND

W W

X X

S S

SHEET S5

SHEET S4

SHEET S3

SHEET S5

NEW FENCE TO BE CONSTRUCTED

BY OTHERS (NOT IN CONTRACT)

WWWW

W W

S S

RECONSTRUCT

SINGLE SPUR (TYP)

EXISTING 20' WIDE TWO-LANE

AGGREGATE ROAD TO REMAIN

INSTALL NEW

HYDRANT (TYP)

GROUP SITE "B"

EXISTING SPUR

TO REMAIN (TYP)

GROUP SITE "A"

SEE SHEET S5

NEW FENCE TO BE CONSTRUCTED

BY OTHERS (NOT IN CONTRACT)

NEW FENCE TO BE CONSTRUCTED

BY OTHERS (NOT IN CONTRACT)

RECONSTRUCT

DOUBLE SPUR (TYP)

CONSTRUCT HOST UNIT SPUR

WITH WATER, SEWER AND

PROPANE CONNECTIONS

(SEE SHEET D19)

INSTALL NEW

SEWERLINE,

SEE SHEET W1

EXISTING DRAINFIELD

(APPROX. LOCATION)

EXISTING

SEPTIC

TANK

INSTALL SIGN #11

NO PARKING

INSTALL SIGN #7

15 MIN. PARKING

INSTALL SIGN #7

15 MIN. PARKING

INSTALL 2-UNIT

COMFORT STATION

(SEE SHEET D17)

INSTALL SIGN #1

STOP

INSTALL SIGN #1

STOP

INSTALL SIGN #17

OVERFLOW PARKING

INSTALL SIGN #6

ACCESSIBLE PARKING

INSTALL SIGN #6

ACCESSIBLE PARKING

INSTALL SIGN #15

GROUP SITE 'B'

CONSTRUCT 8-STALL

PARKING AREA

CONSTRUCT TRIPLE

PULL-THROUGH GROUP CAMPSITE

CONSTRUCT 14' WIDE ONE-WAY ROAD,

SEE "R" SHEETS

CONSTRUCT 20' WIDE

TWO-WAY ROAD, SEE

"R" SHEETS

CONSTRUCT 20' WIDE

TWO-WAY ROAD,

(SEE R SHEETS)

EXISTING DOUBLE-UNIT

VAULT COMFORT

STATION TO REMAIN

CONSTRUCT ACCESSIBLE

PULLOUT (SEE R SHEETS)

CONSTRUCT GROUP SITE 'B'

(SEE SHEET D3)

INSTALL SIGN #10

EXIT

INSTALL SIGN #5

ONE WAY

INSTALL

SIGN #1

STOP

INSTALL SIGN #8

CAMPGROUND HOST

CONSTRUCT HEAVY TIMBER STAIRS

(SEE SHEET D10)

CONSTRUCT 4-FOOT WIDE

AGGREGATE PATH, TYP.

(SEE SHEET D10)

INSTALL 3-PANEL

BULLETIN BOARD

(SEE SHEET D12)

INSTALL FEE TUBE

(SEE SHEET D9)

CONSTRUCT DOUBLE

TENT PAD, TYP.

(SEE SHEET D11)

CONSTRUCT SINGLE

TENT PAD, TYP.

(SEE SHEET D11)

INSTALL NEW HYDRANT,

TYP. (SEE W SHEETS)

INSTALL NEW UNIT

MARKER, TYP.

(SEE SHEET D9)

CONSTRUCT SINGLE

FAMILY UNIT, TYP.

(SEE SHEET D1)

CONSTRUCT DOUBLE

FAMILY UNIT, TYP.

(SEE SHEET D1)

CONSTRUCT

SINGLE FAMILY

UNIT WITH

SHELTER, TYP.

(SEE SHEET D1)

INSTALL 6-FOOT WHEEL STOP, TYP.

(SEE SHEET D14)

INSTALL 8-FOOT WHEEL STOP, TYP.

(SEE SHEET D14)

INSTALL BARRIER ROCK, TYP.

(SEE SHEET D14)

INSTALL GROUP

SITE 'A' SIGN

(SEE SHEET D18)

CONSTRUCT

DUMPSTER PAD

(SEE SHEET D16)

INSTALL 6-FOOT WHEEL STOP, TYP.

(SEE SHEET D14)

NOTES:

1. REGULATORY SIGNS SEE SHEET D15.

INSTALL SIGN #13

INSTALL GROUP SITE 'B' AND

'C' SIGN (SEE SHEET D18) INSTALL SIGN #18

NO CAMP TRAILERS

INSTALL YANKEE MEADOW

CAMPGROUND SIGN (SEE

SHEET D18)

INSTALL CULVERT

(SEE R SHEETS)

INSTALL CULVERT

(SEE R SHEETS)

INSTALL TYPE C HYDRANT

W W

EXISTING DOUBLE-UNIT VAULT

COMFORT STATION TO REMAIN

GROUP SITE "C"

INSTALL SIGN #7

15 MIN. PARKING

INSTALL SIGN #1

STOP

INSTALL SIGN #6

ACCESSIBLE PARKING

INSTALL SIGN #3

DO NOT ENTER

INSTALL SIGN #16

GROUP SITE 'C'

CONSTRUCT 8-STALL

PARKING AREA

CONSTRUCT TRIPLE

PULL-THROUGH

GROUP CAMPSITE

CONSTRUCT 14' WIDE ONE-WAY ROAD,

SEE "R" SHEETS

CONSTRUCT 20' WIDE

TWO-WAY ROAD, SEE

"R" SHEETS

CONSTRUCT ACCESSIBLE

PULL-OUT (SEE R SHEETS)

EXISTING 20' WIDE TWO-LANE

AGGREGATE ROAD TO REMAIN

INSTALL NEW

HYDRANT, TYP.

(SEE W SHEETS)

EXISTING NATIVE SURFACE ACCESS

ROAD TO SPRING AND TANK

CONSTRUCT GROUP SITE 'C'

(SEE SHEET D3) INSTALL SIGN #9

EXIT

CONSTRUCT DOUBLE

TENT PAD, TYP.

(SEE SHEET D11)

CONSTRUCT SINGLE

TENT PAD, TYP.

(SEE SHEET D11)

INSTALL NEW UNIT

MARKER, TYP.

(SEE SHEET D9)

CONSTRUCT SINGLE FAMILY

UNIT WITH SHELTER, TYP.

(SEE SHEET D1)

CONSTRUCT SINGLE

FAMILY UNIT, TYP.

(SEE SHEET D1)

CONSTRUCT DOUBLE

FAMILY UNIT, TYP.

(SEE SHEET D1)

INSTALL 6-FOOT WHEEL STOP, TYP.

(SEE SHEET D14)

INSTALL 8-FOOT WHEEL STOP, TYP.

(SEE SHEET D14)

INSTALL BARRIER ROCK, TYP.

(SEE SHEET D14)

CONSTRUCT 4-FOOT WIDE

AGGREGATE PATH, TYP.

(SEE SHEET D10)

NOTES:

1. REGULATORY SIGNS SEE SHEET D15.

NEW FENCE TO BE CONSTRUCTED

BY OTHERS (NOT IN CONTRACT)

INSTALL SIGN #14

EXISTING ROCKY

OUTCROP (TYP)

CONSTRUCT HEAVY TIMBER STAIRS

(SEE SHEET D10)

W W

CONSTRUCT 4-FOOT WIDE

AGGREGATE PATH, TYP.

(SEE SHEET D10)

INSTALL NEW HYDRANT

SITE PLAN - WEST

(SITES #9 AND #10)

GROUP SITE "A"

EXISTING 20' WIDE TWO-LANE

AGGREGATE ROAD TO REMAIN

CONSTRUCT 6-STALL PARKING AREA

CONSTRUCT 2-STALL PULL-OUT CAMPSITE

(SEE R SHEETS)

CONSTRUCT 14' WIDE

ONE-WAY ROAD,

SEE "R" SHEETS

CONSTRUCT 20' WIDE

TWO-WAY ROAD, SEE

"R" SHEETS

CONSTRUCT GROUP SITE 'A'

(SEE SHEET D2)

INSTALL SIGN #6

ACCESSIBLE PARKING

INSTALL SIGN #4

ONE WAY

INSTALL SIGN #2

YIELD

INSTALL SIGN #3

DO NOT ENTER

CONSTRUCT SINGLE

TENT PAD, TYP.

(SEE SHEET D11)

CONSTRUCT SINGLE

FAMILY UNIT, TYP.

(SEE SHEET D1)

CONSTRUCT DOUBLE

FAMILY UNIT, TYP.

(SEE SHEET D1)

INSTALL 8-FOOT

WHEEL STOP, TYP.

(SEE SHEET D14)

INSTALL BARRIER ROCK, TYP.

(SEE SHEET D14)

CONSTRUCT SINGLE

TENT PAD, TYP.

(SEE SHEET D11)

INSTALL NEW UNIT

MARKER, TYP.

(SEE SHEET D9)

CONSTRUCT DOUBLE

TENT PAD, TYP.

(SEE SHEET D11)

INSTALL 6-FOOT WHEEL STOP, TYP.

(SEE SHEET D14)

NOTES:

1. REGULATORY SIGNS SEE SHEET D15.

NEW FENCE TO BE

CONSTRUCTED BY OTHERS

(NOT IN CONTRACT)

INSTALL SIGN #12

CONSTRUCT 6-STALL PARKING AREA

CAMPGROUND

Yankee Meadow

PLAN VIEW

SECTION A-A

-IN

C H

84 INCHES

-IN

C H

T T

TD T

\A1;R30.0'

X X

4 2

X X

W W

LEGEND: (AT 1" = 50')

NEW WATERLINE

EXISTING WATERLINE

NEW SEWERLINE

EXISTING SEWERLINE

EXISTING FENCE LINE

DAYLIGHT DRAIN

CURB VALVE AND BOX - SIZE VARIES

HYDRANT (NEW)

UTILITY BOX WITH AIR VALVE (EXIST)

CLEANOUT (NEW)

NEW PATHWAY

EXISTING ROAD

NEW OR RECONSTRUCTED ROAD OR SPUR

MAJOR CONTOUR AND ELEVATION (FEET)

SIGN

ROAD ALIGNMENT CURVE ID

NOTE:

EXISTING SYMBOLS ARE LIGHT/GRAY;

NEW SYMBOLS ARE SOLID/DARK

X X

C10

SCALE IN FEET

60' 120'60'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io n

E ng in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

R O

A D

S I N

D E

X S

H E

E T

A T

A L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

NOTES:

1. STAKING FOR CONSTRUCTION OF ROADS, SPURS, AND PARKING

AREAS SHALL BE COMPLETED BY THE CONTRACTOR. STAKING

SHALL BE IN ACCORDANCE WITH SPECIFICATION 010250.

2. WHERE NO DITCHING IS SHOWN ON THE PROFILE DRAWINGS,

ENSURE THAT WATER WILL DRAIN PROPERLY.

3. UNLESS OTHERWISE INDICATED, EXISTING ROADS, PARKING

AREAS, AND PATHWAYS THAT WILL NOT BE COVERED WITH

NEW SURFACING SHALL BE OBLITERATED. ROADS AND

PATHWAYS TO BE OBLITERATED SHALL BE RECONTOURED TO

MATCH SURROUNDING GROUND, RIPPED TO A DEPTH OF 12",

AND LEFT IN A STATE READY TO SEED.

4. ALL CLEARING AND GRUBBING SHALL BE HANDLED IN

ACCORDANCE WITH SPECIFICATION 311000.

5. CONTROL POINTS ARE LOCATED WITHIN THE PROJECT AREA.

POINT DATA FOR CONSTRUCTION OF ROADS, SPURS, AND

PARKING AREAS ARE INCLUDED ON THE SHEETS IN THIS

SECTION.

6. PARKING LOT STRIPING AND DIRECTIONAL ARROWS ARE

SHOWN FOR REFERENCE ONLY.

7. CUT AND FILL CATCHLINES AND EXCAVATION AND

EMBANKMENT QUANTITIES PROVIDED HEREIN ARE

APPROXIMATE.

8. WHERE POSSIBLE AND PRACTICAL, UTILIZE EXISTING

AGGREGATE BASE WHEN THE EXISTING ROAD SURFACE IS

BELOW NEW FINISH GRADE ROAD SURFACE AND ABOVE

SUBGRADE ELEVATION. IN SUCH CASES, TOP EXISTING

SURFACE WITH SUFFICIENT BASE TO MEET NEW FINISH GRADE.

IN NO CASE SHALL FINAL BASE DEPTH BE LESS THAN 6 INCHES.

SEE SHEET R9 FOR SECTION DETAILS.

9. EXCESS MATERIAL IS TO BE SPREAD OR STOCKPILED AT

LOCATIONS DESIGNATED BY THE CONTRACTING OFFICER

REPRESENTATIVE. SUCH LOCATIONS WILL BE WITHIN 1 MILE OF

THE PROJECT SITE.

10. SEE SHEETS R10-R11 FOR SPUR DETAILS AND A LIST OF SPUR

LENGTHS, WIDTHS, AND APPROXIMATE EXCAVATION AND

EMBANKMENT QUANTITIES.

11. SEE SHEET D15 FOR REGULATORY SIGNS.

UNIMPROVED TANK

ACCESS ROAD

YAN

KEE M

EAD

W R

YANKEE MEADOW

CAMPGROUND

SEE SHEET R5

SEE SHEET R3

SEE SH

EET R

SEE SHEET R7

T R

SEE SHEET R2

SEE SHEET R8

12+00

PC: 1

PT: 12+59.9

BP: 0+00.0

PT: 0+05.7

PC: 1+47.2

: 3

+1 5.

: 4

+9 8.

PC: 28+48.0

PT: 29+01.0

PC: 29+73.9

PT: 30+51.4

2+00

3+00

4+00

5+00

6+00

30583059

0+00 1+00 2+00 3+00 4+00 5+00 5+50

2.3%

5.1%

4.6%

2.0%

3.8%

LVC: 50.00

+6 0.

C E:

+1 0.

C E:

LVC: 50.00

+7 5.

C E:

+2 5.

C E:

EXISTING GRADE

CENTERLINE TOP

OF FINISH GRADE

MATCH EXISTING SURFACE

STA:0+80.0

INTERSECTION W/ STA. 29+51.6

TRANSITION CROWN TO RIGHT CROSS

SLOPE THROUGH INTERSECTION

STA:3+26.3

ELEV:8488.05

BEGIN FULL

20' WIDTH SECTION

STA:1+00.0

ELEV:8479.24

EXISTING 24"∅ CMP

EXTEND 9 LF RT

STA:1+38.1±

C/L INVERT ELEV:8476.10±

Point Table

Point #

Elevation

8482.44

8490.25

8490.64

8491.77

8492.27

8493.27

8493.49

8493.99

8493.29

Northing

10243329.36

10243340.99

10243353.32

10243340.24

10243305.65

10243272.54

10243358.84

10243403.38

Easting

1276694.10

1276557.17

1276544.84

1276494.84

1276481.77

1276478.71

1276508.24

1276399.63

1276453.63

Description

CP Pin&Cap

EOR

SPUR CL

Curve Table

Curve #

Radius

100.000

500.000

Length

168.013

286.468

Chord Direction

S41° 52' 04.54"W

N73° 35' 11.68"W

Start Point (N,E)

(10243438.2265,1276722.0047)

(10243327.3153,1276439.2736)

End Point (N,E)

(10243327.3153,1276622.6018)

(10243407.1589,1276168.2227)

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N M

L O

O P

R O

A D

P L

A N

D P

R O

E S

T A

N A

L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

46MAIN LOOP ROAD - STA. 0+00 TO 5+50

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 50'

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.)

CONSTRUCT

SINGLE UNIT SPUR

(SEE SHEET R10)

BEGIN ROAD RECONSTRUCTION

STA. 0+80

MATCH EXIST GRADE

ELEV. = 8478.8±

CONSTRUCT

PULLOUT

CONSTRUCT

HOST UNIT SPUR

(SEE SHEET R10)

20' TRANSITION TO

FULL 20' WIDTH

STA. 0+80 TO 1+00

TRANS. TO 20' ROAD

20' ROAD SURFACE - 2% CROWN 20' ROAD SURFACE - 2% RIGHT

APPROX. EMB. 196 CY (ROADWAY)

APPROX. EXC. 182 CY (ROADWAY)

50'19.4'

20.1'

R3'

TYP.

R10

R40'

R 40'

R40'

R 10'

R40'R3'

20'

EXTEND EXIST

24"Ø CMP 9 LF

EXIST SLOPE = 5.9%±

I.E. OUT = 8474.5±

DITCH LEFT TO CULVERT

T T

\A1;R30.0'

0+50

1+00

9+00

PC: 7+56.8

PT: 8

+36.2

W W W W

W W

: 4

+9 8.

: 7

+8 5.

: 9

+8 5.

PT: 12+24.1

5+00

6+00 7+00

8+00

9+00

10+00

11+00

3037 3038

5+50 6+00 7+00 8+00 9+00 10+00 10+50

3.2%

0.5% 0.2%

LVC: 50.00

+8 5.

C E:

+3 5.

C E:

EXISTING GRADE

CENTERLINE TOP

OF FINISH GRADE MATCH EXISTING SURFACE

STA:9+50.0

END FULL

20' WIDTH SECTION

STA:9+30.0

ELEV:8505.26

INTERSECTION W/ GROUP SITES

ROAD - CARRY CROSS SECTION

THROUGH INTERSECTION

STA:8+78.8

ELEV:8505.00

Point Table

Point #

Elevation

8504.42

8503.26

8503.58

8504.57

8504.62

8498.16

8497.94

8497.68

8497.22

8499.50

8499.05

8503.40

8503.62

8507.59

8507.37

Northing

10243508.65

10243414.00

10243427.74

10243454.85

10243451.88

10243309.54

10243274.96

10243371.15

10243400.42

10243415.97

10243434.35

10243374.55

10243330.27

10243427.42

10243450.77

Easting

1276051.50

1276187.24

1276184.28

1276142.26

1276128.52

1276348.80

1276376.42

1276323.36

1276358.84

1276240.42

1276281.49

1276173.52

1276181.55

1275819.78

1275858.25

Description

CP9 1.5" AL CAP

EOR

SPUR CL

Curve Table Curve #

Radius

500.000

130.000

Length

286.468

238.191

Chord Direction

N73° 35' 11.68"W

S70° 20' 13.79"W

Start Point (N,E)

(10243327.3153,1276439.2736)

(10243516.1070,1275999.3422)

End Point (N,E)

(10243407.1589,1276168.2227)

(10243446.7093,1275805.1251)

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N M

L O

O P

R O

A D

P L

A N

D P

R O

E S

T A

A T

A L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

46MAIN LOOP ROAD - STA. 5+50 TO 10+50

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 50'

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.) CONSTRUCT SINGLE

UNIT SPUR (TYP.)

(SEE SHEET R10)

END ROAD RECONSTRUCTION

STA. 9+50

MATCH EXIST GRADE

ELEV. = 8505.3±

CONSTRUCT

PULLOUT

20' TRANSITION FROM

FULL 20' WIDTH

STA. 9+30 TO 9+50

20' ROAD SURFACE - 2% RIGHT

TRANS. TO EXIST SECTION

APPROX. EMB. 276 CY (ROADWAY)

APPROX. EXC. 77 CY (ROADWAY)

R 5'

50'

EXIST EDGE OF

TRAVELWAY (TYP.)

R40

R 40'

R40'

R 40'

R 5'

R3'

TYP.

R 5'

R25

13.5'

CONSTRUCT DOUBLE

UNIT SPUR (TYP.)

(SEE SHEET R10)

RECONSTRUCT SITE 10

SINGLE UNIT SPUR

(SEE SHEET R10)

W W

PT: 3+15.2

PC: 4+98.5

: 2

PT: 30+51.4

EP: 32+50.0

25+00

26+00

27+00

28+00

29+00 30+00

31+00

32+00

32+50

30213026

S S

26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50

-4.7%

-5.2%

-2.0% -0.8% 0.0%

+8 5.

+0 5.

+1 6.

+6 1.

+6 7.

+4 2.

EXISTING GRADE

CENTERLINE TOP

OF FINISH GRADE

INSTALL 18" CMP - S=2.0%

43 LF, 21' LT TO 22' RT

STA:29+18.1

C/L INVERT ELEV:8486.04

INSTALL 18" CMP - S=5.1%

37 LF, 16.5' LT TO 20.5' RT

STA:30+09.4

C/L INVERT ELEV:8485.05

INTERSECTION W/ STA. 3+26.3

TRANSITION CROWN TO RIGHT CROSS

SLOPE THROUGH INTERSECTION

STA:29+51.6

ELEV:8488.05

BEGIN FULL 20' WIDTH SECTION

STA:28+05.7

ELEV:8494.50

MATCH EXISTING SURFACE

STA:27+85.7

Point Table

Point #

Elevation

8482.44

8492.25

8492.48

8487.65

8486.35

8487.65

8486.35

8487.00

0.00

Northing

10243329.36

10243209.02

10243165.22

10243421.31

10243453.41

10243560.43

10243592.53

10243589.53

10243172.97

10243168.85

Easting

1276694.10

1276618.45

1276628.78

1276555.90

1276612.41

1276476.87

1276533.39

1276497.72

1276555.04

1276492.62

Description

CP Pin&Cap

SPUR CL

EOR

SPUR CL

Curve Table Curve #

Radius

300.000

100.000

150.000

Length

136.652

52.987

77.485

Chord Direction

N17° 18' 35.72"E

N15° 10' 46.62"E

N14° 47' 55.02"W

Start Point (N,E)

(10242903.9368,1276444.4964)

(10243226.1694,1276597.7915)

(10243349.5840,1276611.5041)

End Point (N,E)

(10243033.2748,1276484.8053)

(10243276.7113,1276611.5041)

(10243423.6690,1276591.9319)

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N M

L O

O P

R O

A D

P L

A N

D P

R O

E S

T A

T O

N A

L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

46MAIN LOOP ROAD - STA. 26+00 TO 32+50

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 50'

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.)

BEGIN ROAD RECONSTRUCTION

STA. 27+85.7

MATCH EXIST GRADE

ELEV. = 8495.4±

20' TRANSITION TO

FULL 20' WIDTH

STA. 27+85.7 TO 28+05.7

TRANS. TO 20' ROAD

20' ROAD SURFACE - 2% CROWN 20' ROAD SURFACE - 2% RIGHT

APPROX. EMB. 238 CY (ROADWAY)

APPROX. EXC. 58 CY (ROADWAY)

INSTALL 43 LF 18"Ø CMP

SLOPE = 2.0%

I.E. IN = 8486.50

I.E. OUT = 8485.64

65' PARKING SURFACE - 2% RIGHT

APPROX. EMB. 14 CY (ROADWAY)

APPROX. EXC. 0 CY (ROADWAY)

20' ROAD SURF.

2% RIGHT

INSTALL 37 LF 18"Ø CMP

SLOPE = 5.1%

I.E. IN = 8485.90

I.E. OUT = 8484.00

EDGE OF EXIST

TRAVELWAY (TYP.)

160'

20'

25'

20'

R40' R 40'

R40'

R 40'

CONSTRUCT

SINGLE UNIT SPUR

(SEE SHEET R10)

R3'

R10'

TYP.

R15'

TYP.

NOTE:

RECONTOUR DRAINAGE CHANNELS THROUGH OLD HOST

SPUR AND ROADBED BELOW NEW CULVERTS. LEAVE

THE FINAL GRADE IN A NATURAL LOOKING STATE WITH

MINIMUM OF 4:1 SIDE SLOPES AND 1% FLOWLINE GRADE.

RESURFACE SPUR 26

TOP EXIST SURFACE

W/ 4" SURFACE MAT'L

(SEE SHEET R11)

C5 C6

20'

TTD

T T

0+50

1+00

2+00

4+00

5+00

: 1

+9 3.

: 3

+8 1.

5 PC

: 4

+6 4.

PT: 5+58.8

: 7

+8 5.

6+00

7+00

8+00

95 85

8505 85

0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50

-2.0%

-0.5%

2.0% -0.7%

LVC: 50.00

C S:

+1 5.

C E:

LVC: 50.00

+7 5.

C E:

+2 5.

C E:

EXISTING GRADE

CENTERLINE TOP

OF FINISH GRADE

INTERSECTION W/ 6+18.8

STA:0+50.0

ELEV:8505.47

INTERSECTION W/ 0+50.0

STA:6+18.8

ELEV:8505.47

STA:3+25.0

ELEV:8502.82

STA:5+71.8

ELEV:8505.82

Point Table

Point #

Elevation

8504.42

8504.44

8504.02

8502.15

8502.33

8504.23

8504.85

8502.92

8503.46

8503.15

8503.86

8504.78

8505.33

8503.60

8504.26

8505.93

8506.19

Northing

10243508.65

10243556.48

10243553.41

10243607.62

10243634.61

10243590.57

10243600.85

10243629.38

10243638.41

10243699.93

10243710.34

10243658.74

10243667.78

10243737.93

10243743.75

10243662.80

10243689.54

Easting

1276051.50

1276103.86

1276089.62

1276005.59

1275999.77

1276089.20

1276109.24

1276033.40

1276051.01

1276068.17

1276088.02

1276132.02

1276149.63

1276066.42

1276093.41

1276183.21

1276177.44

Description

CP9 1.5" AL CAP

EOR

Curve Table Curve #

Radius

60.000

Length

188.496

94.248

Chord Direction

N32° 49' 36.63"E

S12° 10' 23.37"E

Start Point (N,E)

(10243620.6671,1276024.1024)

(10243676.4900,1276158.9319)

End Point (N,E)

(10243721.5046,1276089.1547)

(10243593.5451,1276176.8245)

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N G

R O

U P

L O

O P

P L A

N A

N D

P R

O F

S T

A T

T O

A T

A L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

46GROUP SITE "A" LOOP - STA. 0+00 TO 6+50

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 50'

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.)

CONSTRUCT PULLOUT

AND PARKING STALLS

(TYP. OF 2 LOCATIONS)

47' TRANSITION FROM

14' TO 20' WIDTH

STA. 5+71.8 TO 6+18.8

14' ROAD SURFACE - 2% LEFT 14' ROAD SURFACE - 2% RIGHT

APPROX. EMB. 64 CY (ROADWAY)

APPROX. EXC. 196 CY (ROADWAY)

20' ROAD SURFACE - 2% CROWN

14' ROAD SURFACE - 2% LEFT

TRANSITION WIDTH AND CROWN

100' 13.8'

69.3'18.6'

21' 29.5'

R40'TYP.

R5'

R 2'

R10'

R1 0'

60°

26.6'

76.2'

18.6'

26.6'

NOTE:

ALL DIMENSIONS APPLY TO BOTH

PARKING AREAS UNLESS SPECIFICALLY

DIMENSIONED OTHERWISE.

20'

GROUP SITE "A"

\A1;R3 0.0'

T T

2+00

6+00

7+00

8+00

9+00

10+00

PC: 1+93.0

PC: 7

+56

: 8

+3 6.

2 PC

: 9

+6 3.

PT: 10+84.4

PT: 7+85.0

PC: 9+85.9

30223023

30733074

6+50 7+00 8+00 9+00 10+00 10+50

2.0% 2.1%

-0.5% -1.3%

STA = 10+50.0

ELEV = 8505.822

LVC: 50.00

+2 5.

C E:

+7 5.

C E:

EXISTING GRADE

CENTERLINE TOP

OF FINISH GRADE

INTERSECTION W/ MAIN LOOP ROAD

TRANSITION SECTION EACH SIDE

TO MATCH INTERSECTING ROAD

STA:7+20.1

ELEV:8505.00

Point Table Point #

Elevation

8504.42

8507.14

8506.46

8506.87

8508.28

8508.01

8508.64

8508.37

Northing

10243508.65

10243338.58

10243333.18

10243278.40

10243269.44

10243330.77

10243252.24

10243320.99

10243242.46

Easting

1276051.50

1276095.48

1276102.67

1276127.13

1276126.35

1276053.11

1276088.16

1276031.19

1276066.25

Description

CP9 1.5" AL CAP

SPUR CL

EOR

Curve Table

Curve #

C10

Radius

80.000

140.000

Length

79.427

120.657

Chord Direction

S4° 23' 03.50"W

S48° 44' 52.47"E

Start Point (N,E)

(10243427.2018,1276069.5133)

(10243234.7556,1276115.6831)

End Point (N,E)

(10243351.2205,1276063.6877)

(10243157.6373,1276203.6132)

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N G

R O

U P

E S

R O

A D

P L

A N

D P

R O

E S

T A

A T

A L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

46GROUP SITES ROAD - STA. 6+50 TO 10+50

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 50'

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.)

CONSTRUCT PARKING LOT

20' ROAD SURFACE

2% CROWN

APPROX. EMB. 71 CY (ROADWAY)

APPROX. EXC. 117 CY (ROADWAY)

14' ROAD SURFACE - 2% LEFT

APPROX. EMB. 0 CY

APPROX. EXC. 25 CY

CONSTRUCT PULL-THROUGH

UNIT SPUR

(SEE SHEET R10)

R40' R40'

R4 0'

R30'

R5 ' R5'

R1'

86'

14'

C10

GROUP SITE "B"

TT T T

9+00

10+00 11+00

12+00 13+00

: 8

+3 6.2

: 9

+6 3.7

: 1

W W

PC: 24+87.8

PT: 26+24.5

25+00

30503051

10+50 11+00 12+00 13+00 14+00 14+50

-1.0% 0.5%

STA = 10+50.0

ELEV = 8505.822

+6 7.

+8 4.

EXISTING GRADE

CENTERLINE TOP

OF FINISH GRADE

MATCH EXISTING

SURFACE

STA:13+84.0±

ELEV:8504.2±

INTERSECTION

MAIN LOOP ROAD

STA:13+94.0

ELEV:8504.2±

STA:13+64.0

ELEV:8504.12

Point Table Point #

Elevation

8534.97

8504.65

8503.98

8504.09

8505.99

8505.13

8506.35

8505.49

Northing

10242688.63

10243173.92

10243175.86

10243158.76

10243152.33

10243135.24

10243110.73

10243112.24

10243087.72

Easting

1276207.77

1276232.64

1276241.42

1276298.92

1276305.21

1276215.77

1276298.20

1276208.93

1276291.36

Description

CP2

SPUR CL

EOP

Curve Table

Curve #

C10

C11

Radius

140.000

200.000

Length

120.657

48.710

Chord Direction

S48° 44' 52.47"E

S66° 27' 37.47"E

Start Point (N,E)

(10243234.7556,1276115.6831)

(10243121.4970,1276325.1347)

End Point (N,E)

(10243157.6373,1276203.6132)

(10243102.0912,1276369.6808)

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N G

R O

U P

E S

R O

A D

P L

A N

D P

R O

E S

T A

T O

N A

L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

46GROUP SITES ROAD - STA. 10+50 TO 14+50

VERTICAL SCALE: 1" = 10'

HORIZONTAL SCALE: 1" = 50'

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.)

CONSTRUCT PARKING LOT

APPROX. EMB. 18 CY (ROADWAY)

APPROX. EXC. 86 CY (ROADWAY)

14' ROAD SURFACE - 2% LEFT

CONSTRUCT PULL-THROUGH

UNIT SPUR

(SEE SHEET R10)

R30'

R5'

R5'R1'

R1'R

86'

38'

R3 5'

R40'

20' TRANSITION TO

INTERSECTION CROSS SLOPE

C10

C11

GROUP SITE "C"

\A1;R30.0'

X X

12+00

13+00

: 1

W W

W W W

W W

PT: 16+64.1

PC: 17+35.3

PT: 17+69.3

PC: 17+82.3

PT: 18+28.0

PC: 19+02.9

: 2

PT: 24+52.8

PC: 24+87.8

PT: 26+24.5

18+00

19+00

20+00

21+00 22+00

23+00

8535 8530

3008 3009

30923093

Point Table

Point #

Elevation

8534.97

8521.46

8533.90

8534.84

8535.01

8534.65

8535.05

8532.10

8531.75

8530.87

8532.64

8532.20

8528.58

8529.24

8513.25

8513.69

0.00

Northing

10242688.63

10243110.46

10242814.52

10242800.24

10242788.99

10242774.84

10242772.31

10242840.36

10242828.24

10242872.06

10242758.56

10242796.79

10242741.93

10242767.92

10242858.93

10242841.58

10242741.69

10242690.44

10242926.56

10242871.78

10242959.14

10242938.01

Easting

1276207.77

1275845.03

1276002.03

1276013.11

1276021.67

1276032.46

1276051.65

1276005.45

1276061.40

1276065.39

1276163.36

1276141.57

1276284.18

1276248.67

1276408.93

1276368.50

1276384.34

1276353.14

1276457.17

1276501.38

1276443.51

1276365.46

Description

CP2

CP3

SPUR CL

SCALE IN FEET

25' 50'25'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TURE

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

N M

L O

O P

R O

A D

V A

U S

S P

U R

S R

E C

O N

S T

R U

C T

A T

A L F

O R

E S

. W

. J E

P P

S E

. W

. J E

P P

S E

E C

T O

R , E

N G

E R

FILL CATCHLINE

(TYP.)

CUT CATCHLINE

(TYP.)

EDGE OF

TRAVELWAY (TYP.)

RE-CONSTRUCT

DOUBLE UNIT SPUR

(SEE SHEET R10)

EXIST EDGE OF

TRAVELWAY (TYP.)

RE-CONSTRUCT SINGLE UNIT

SPURS 15, 17, AND 19

(SEE SHEET R10)

RESURFACE SPURS 20, 22, AND 23

TOP EXIST SURFACE W/ 4"

SURFACE MAT'L (SEE SHEET R11)

FILL DEPRESSION W/

NATIVE MAT'L FOR SURFACE

FLOW TO ROADWAY

FILL DEPRESSION W/

NATIVE MAT'L FOR SURFACE

FLOW TO ROADWAY

R4 0'

R3'

R10'

CONSTRUCT

PULLOUT

(SEE SHEET R10)

49.9'

13.7'

924.2'

LEGEND:

NEW WATERLINE

EXISTING WATERLINE

NEW SEWERLINE

NEW FENCE LINE

DAYLIGHT DRAIN

CURB VALVE AND BOX - SIZE VARIES

NEW HYDRANT - STANDARD TYPE A, UNLESS OTHERWISE NOTED

UTILITY BOX WITH COMBINATION AIR VALVE

TRAILER SEWER SERVICE HOOKUP

CLEANOUT

EXISTING ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NOTE: EXISTING SYMBOLS ARE LIGHT; NEW SYMBOLS ARE DARK

T TD

T T

TD T

\A1;R30.0'

W W

X X

4 2

S S

C C

X X

T T

W W W

W W

908490

SCALE IN FEET

60' 120'60'

T N o.

D R

A W

S H

E E T

D E S

C H

E C

D R

A W

C H

E C

O R

S T

S E

C E

DEPAR

T M E N T

O F

A G R

C U

TUR

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

R V

In te rm ou nt ai n R eg io in ee rin g

Y A

N K

E E

M E

A D

O W

C A

M P

G R

O U

N D

R E

C O

N S

T R

U C

W A

T E

R S

Y S

T E

M P

L A

N D

N A

L F

O R

E S

D . W

E W

E R

D . J

E P

P S

E N

D . W

E W

E R

D . J

E P

P S

E N

E C

T O

R , E

N G

E R

NOTES:

1. SEE "DE" SHEETS FOR WATERLINE DEMOLITION NOTES.

2. ALL EXISTING WATER MAIN LINES ARE EXPECTED TO BE 3" POLYETHYLENE (PE).

3. ALL WATERLINE AND SEWERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.

4. BURY WATERLINE AND SEWERLINE A MINIMUM OF 30 INCHES. ADDITIONAL DEPTH MAY BE

REQUIRED TO MAINTAIN A MINIMUM SLOPE OF 2%.

5. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO INSTALLATION.

6. A SUBSTANTIAL EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY LINES

FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR ACCURACY OF

THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR

ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS

APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF

CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING OFFICER.

7. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL PIPE

DIAMETER.

NOM. PIPE DIA. MIN. BENDING RADIUS

2" 5'-0"

8. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

9. CLEARING LIMITS SHALL BE 5 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE

CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO LIVE TREES AND VEGETATION.

10. INSTALL CLEANOUTS ON SEWERLINES AT INTERVALS NOT TO EXCEED 100 FEET AND AT EACH

CHANGE IN DIRECTION.

11. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN MANNER

RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE CONTRACTING OFFICER.

USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO PVC PIPE. COMPRESSION-TYPE FITTINGS ARE NOT

ALLOWED.

12. WHERE ENCOUNTERED, REMOVE AND DISPOSE OF EXISTING WATERLINE (TO BE ABANDONED) TO

A DEPTH OF 12" BELOW FINISHED GRADE. CAP AND ABANDON REMAINDER IN PLACE.

13. WATERLINES SHALL BE INSTALLED A MINIMUM OF 10' FEET FROM VAULT TOILETS AND SEPTIC

TANKS.

14. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM TEE OR LINE TO

BE DRAINED UNLESS SHOWN OTHERWISE.

15. ALL HYDRANT LATERALS SHALL BE 2" HDPE UNLESS DESIGNATED OTHERWISE. SLOPE ALL

HYDRANT LATERALS TO DRAIN TOWARD THE MAINLINE.

16. DO NOT INSTALL HYDRANTS, AIR RELEASE VALVES, PRESSURE REDUCING VALVES OR ANY OTHER PLUMBING IN THE UTILITY BOXES OR BUILDINGS UNTIL THE UPSTREAM WATERLINES HAVE BEEN

FULLY FLUSHED OF DEBRIS ACCORDING TO THE SPECIFICATIONS.

17. REPAINT EXISTING WATER STORAGE TANK MANWAY. SEE SHEET S1 FOR LOCATION OF TANK.

AND SEE DETAIL ON SHEET W4.

NEW 2" HDPE, SLOPE TO

EXISTING WATERLINE

CONNECT TO EXISTING WATERLINE AT TEE,

INSTALL NEW 2" CURB VALVE AND BOX, 2"

HDPE LATERAL, AND INSTALL NEW HYDRANT

2" HDPE

HDPE

2" H

2" HDPE

INSTALL NEW CONNECTION TO

EXISTING WATERLINE, INSTALL 2"

CURB VALVE AND BOX, AND NEW

2" HDPE LATERAL TO HYDRANT

INSTALL NEW TYPE A HYDRANT (TYP),

SEE SHEET W3

INSTALL NEW TYPE C HYDRANT (TYP),

SEE SHEET W3

INSTALL NEW CONNECTION TO EXISTING WATERLINE,

INSTALL NEW 2" CURB VALVE AND BOX, 2" HDPE

LATERAL, AND INSTALL NEW HYDRANT

SLOPE

SLO

SLOPE

CONNECT TO EXISTING WATERLINE AT TEE,

INSTALL NEW 2" CURB VALVE AND BOX, 2"

HDPE LATERAL, AND INSTALL NEW HYDRANT

INSTALL NEW CONNECTION TO EXISTING WATERLINE

INSTALL NEW 2" HDPE CURB VALVE AND BOX AS

CLOSE TO THE EXISTING WATERLINE CONNECTION

AS POSSIBLE, BUT DO NOT INSTALL WITHIN

AGGREGATE ROADWAY OR SHOULDER.

INSTALL NEW CONNECTION TO

EXISTING WATERLINE, INSTALL 2"

CURB VALVE AND BOX, AND NEW 2"

HDPE LATERALS TO HYDRANTS

INSTALL NEW DAYLIGHT DRAIN,

SEE SHEET W2

INSTALL NEW 4" PVC SEWERLINE

INSTALL NEW SEWER CLEANOUTS

AT 100' MAXIMUM INTERVALS

(TYP), SEE SHEET W4

INSTALL NEW TRAILER SEWER SERVICE

HOOKUP, SEE DETAIL ON SHEET W4

EXISTING DRAINFIELD LATERAL

(APPROX. LOCATION)

CONNECT TO EXISTING SEPTIC TANK (APPROX.

LOCATION) WITH GRADUAL TRANSITIONS (90-DEG

CONNECTION NOT ALLOWED, UNLESS SWEEP 90)

EXISTING 3" PE WATERLINE FROM TANK

EXISTING UTILITY BOX WITH AIR

RELEASE VALVE TO REMAIN

EXISTING VALVES TO REMAIN (TYP)

EXIST. 3" PE

" P E

EXIST. 3" PE

EXISTING DRAIN TO REMAIN

REPAINT INTERIOR OF BOTH TANK MANWAYS

(EACH APPROX. 30" DIA. X 3'-6" TALL)

LADDER

NOTES:

1. REPAINT INTERIOR OF BOTH TANK MANWAYS (INCLUDING INTERIOR OF LIDS) ACCORDING TO

SPECIFICATION SECTION 099600. INSTALL NEW NEOPRENE GASKETS.

2. EXTENT OF REPAINTING WORK ENDS AT CONNECTION OF MANWAY TO TANK.

TANK MANWAY REPAINTING

PROFILE VIEW

NOT TO SCALE

TANK MANWAY REPAINTING

PLAN VIEW

NOT TO SCALE

REPAINT INTERIOR OF BOTH TANK MANWAYS

(EACH APPROX. 30" DIA. X 3'-6" TALL)

EXISTING TANK

EXISTING GROUND

EXTENT OF REPAINTING WORK (SEE NOTE 2)

INSTALL NEW 4-1/2" WIDE x 1/4"

THICK NEOPRENE RUBBER

GASKET CEMENTED TO LID.

POSITION GASKET TO SEAL

OVER EXISTING MANWAY

(MATCH EXISTING)

DE1

DE2

DE3

D10

D11

D12

D13

D14

D15

D16

D17

D18

D19

D20

R10

R11

File details come from the government source that posted it.