ATT 3 - Kyle.Dwg.06.04.12.pdf

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s G .K y le C o v e r_ s h e e t.

d w g

P M

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s G .K y le P ro j_ D e s c r_ M a p .d w g

P M kmbower Rectangle kmbower Rectangle kmbower Rectangle kmbower Typewritten Text

-- INTERPRETIVE KIOSKS ALONG KYLE CANYON WASH PATH

kmbower Typewritten Text kmbower Typewritten Text kmbower Typewritten Text kmbower Typewritten Text kmbower Typewritten Text kmbower Typewritten Text kmbower Typewritten Text

PATH SYSTEM, INCLUDING

kmbower Typewritten Text

A VENTED FORD PEDESTRIAN BRIDGE

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY

221100-8 Sleeve, 6" HDPE, 160 PSI with Heat Fusion Joints DQ LF 160

221100-9 Sleeve, 8" HDPE, 160 PSI with Heat Fusion Joints DQ LF 950

221100-10 Drain - 2" Daylight Drain AQ EA 1

221100-11 Drain - 3" Daylight Drain AQ EA 1

221100-12 Drain - Pump-Out Drain AQ EA 1

221102-1 1" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 8

221102-2 2" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 6

221102-3 3" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 5

221102-4 4" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 6

221102-5 4" Poly Curb Valve and Box (200 PSI, DR9) AQ EA 1

221105 Hydrant - Frost Proof, Type D AQ EA 8

221300-1 Sewerline - Gravity, 4" PVC, SDR 35 Including Trench DQ LF 950

221300-2 Drainfield - West Loop, Includes Distribution Box LSQ LS Lump Sum

221300-3 Drainfield - Middle Loop, Includes Distribution Box LSQ LS Lump Sum

221300-4 Drainfield - East Loop, Includes Distribution Box LSQ LS Lump Sum

221300-5 Drainfield - Host Unit, Includes Distribution Box LSQ LS Lump Sum

221300-6 Septic Tank - 1,000 Gallon (Concrete) with Internal Baffle AQ EA 1

221300-7 Septic Tank - 1,250 Gallon (Concrete) with Internal Baffle AQ EA 1

221300-8 Septic Tank - 1,750 Gallon (Concrete) - without Internal Baffle AQ EA 2

221300-9 Septic Tank - 2,000 Gallon (Concrete) - without Internal Baffle AQ EA 2

221300-10 Cleanout - 4" PVC AQ EA 3

231126 Exterior Propane Gas System (Host Unit) - for 120 Gallon Tank AQ EA 1

260500 Electrical Distribution System - Campground LSQ LS Lump Sum

262714-1 Utility Primary Line Conduit AQ LF 700

262714-2 Utility Primary Line Vault AQ EA 2

262714-3 Utility Transformer Pad AQ EA 1

312000-1 Special Bedding - Imported, Commercial Source (Water and Sewer) DQ CY 400

312000-2 Pipe Zone - Imported, Commercial Source (Water and Sewer) DQ CY 1,050

312000-3 Special Bedding and Pipe Zone Material - Imported, Commercial Source (Primary Electrical Line) DQ CY 70

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY

312010-1 Select Borrow for Roads and Spurs DQ CY 300

312010-2 Select Borrow for Kyle Wash Trail DQ CY 160

312100 Project Site Preparation and Grading LSQ LS Lump Sum

321200-1 Hot Mix Asphalt Paving for Roads and Spurs AQ Ton 1,900

321200-2 Hot Mix Asphalt Paving for Kyle Wash Trail AQ Ton 140

321204-1 Crushed Aggregate Base - Grading C (For Under Asphalt Roads and Spurs) DQ CY 1,300

321204-2 Crushed Aggregate Base - Grading C (For Under Kyle Wash Trail Asphalt) DQ CY 130

321210 Rockery Retaining Walls DQ SF 4,340

321713 Collapsible Bollards (Kyle Wash Trail entry points) AQ EA 2

322205 Barrier Rocks - Commercial Source AQ EA 32

322625-1 Recycled Plastic Wheelstops 6-Foot AQ EA 4

322625-2 Recycled Plastic Wheelstops 8-Foot AQ EA 33

322640 Pavement Markings (Directional Arrows Reflectorized White) AQ EA 8

322706 Asphalt Pavement Pulverizing DQ CY 1,100

323116-1 Road Closure Gate - 14 Foot (Single Gate) AQ EA 1

323116-2 Road Closure Gate - 24 Foot (Double 12' Gate) AQ EA 1

323116-3 Road Closure Gate - 32 Foot (Double 16' Gate) AQ EA 1

323150 Post and Pole Fence AQ LF 285

323230 Segmental Retaining Walls with Capstone for Roads DQ SF 470

329206 Seeding LSQ LS Lump Sum

329310-1 Exterior Plants (Trees Spaded) AQ EA 5

329310-2 Exterior Plants (5 Gallon Shrubs) AQ EA 12

332228 Culvert - 24-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 185

262714-4 Utility Primary Line Conduit AQ LF 3,100

262714-5 Utility Primary Line Vault AQ EA 7

312000-4 Special Bedding and Pipe Zone Material - Imported, Commercial Source (Primary Electrical Line) DQ CY 310

Option #1: Bury Overhead Electrical Line

ITEM

NUMBER DESCRIPTION

METHOD

OF MEAS UNIT QUANTITY

010250 Construction Staking LSQ LS Lump Sum

011900 Mobilization LSQ LS Lump Sum

024102 Removal and Disposal of Existing Structures LSQ LS Lump Sum

026460-1 Concrete Dumpster Pads / Recycle and Enclosure Screen Walls AQ EA 2

026460-2 Concrete Firewood Box Pad with Enclosure Screen Walls and Gates AQ EA 1

033540-1 Colored Concrete Stairs 5-feet Wide with aggregate base AQ EA 32

033540-2 Colored Concrete Sidewalks & Paths 5-feet Wide & Interpretive concrete pads at trailhead entrances AQ LF 588

055210 Stair Hand Rails - (Along Stairs with 4 or More Steps) AQ LF 30

101115 Three-Panel Kiosk (Steel) AQ EA 3

101400 Signs - Road AQ EA 39

101415 Major Site I.D. Sign (RS) AQ EA 1

129305 Fee Tube AQ EA 1

129350-1 Concrete Bench with Pullouts AQ EA 8

129350-2 Installation of Concrete Benches at Comfort Stations AQ EA 3

129400-1 Family Unit - Single AQ EA 19

129400-2 Family Unit - Double AQ EA 8

129400-3 Family Unit - Triple AQ EA 1

133402-1 Utility Box, 48" Dia. Concrete with Air Release Valve AQ EA 1

133402-2 Utility Box, 48" Dia. Concrete with Pressure Reducing Valve AQ EA 1

133402-3 Modifications to Existing Utility Box LSQ LS Lump Sum

133450 Site Preparation for Gov't Furnished Comfort Station, Including Utilities and Sidewalks AQ EA 3

133470 Site Preparation for Gov't Furnished Entrance Station, Including Utilities, Sidewalks and Curb AQ EA 1

221100-1 Pipeline, 1" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 740

221100-2 Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 480

221100-3 Pipeline, 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 2,800

221100-4 Pipeline, 2 Lines in Trench, 3" HDPE and 4" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 240

221100-5 Pipeline, 4" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 5,020

221100-6 Pipeline, 4" HDPE, 200 PSI with Heat Fusion Joints, Including Trench DQ LF 865

221100-7 Sleeve, 4" HDPE, 160 PSI with Heat Fusion Joints DQ LF 90

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s G .K y le S c h e d u le .d w g

A

E E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

X

X

X

S

E E

E E

NOTES:

1. AN EXTENSIVE 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. THE FOLLOWING EXISTING ITEMS WILL BE REMOVED BY OTHERS PRIOR TO THE START OF

THE RECONSTRUCTION PROJECT:

SITE FURNISHINGS (TABLES, GRILLS, FIRE RINGS, UNIT MARKERS)

COMFORT STATIONS (VAULT AND STRUCTURE, INCLUDING PUMPING OF VAULT)

STAIRS

RETAINING STRUCTURES

REGULATORY AND SITE I.D. SIGNS

KIOSKS AND BULLETIN BOARDS

ENTRANCE STATION

CURB STOPS

HYDRANTS

3. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL OTHER FEATURES AND

CONSTRUCTED ELEMENTS WITHIN THE CAMPGROUND NOT LISTED ABOVE, INCLUDING:

CONCRETE (FAMILY UNIT PADS, PATHS, ETC.)

BRIDGES

PATHS

CULVERTS

TIRE RIPPER

WATER LINE (WHERE ENCOUNTERED)

WATER SYSTEM VALVES, DRAINS, UNDERGROUND BOXES AND OTHER ITEMS

DESIGNATED TO BE REMOVED

CONCRETE BARRIER POSTS AND WOOD BARRIERS

4. THE CONTRACTOR SHALL OBLITERATE ASPHALT ROADS, SPURS AND PATHS AND RE-USE

FOR NEW ASPHALT ROAD'S BASE.

5. NOT ALL ITEMS DESIGNATED TO BE REMOVED ARE SHOWN ON SHEETS DE1-DE4.

ADDITIONAL DEMOLITION ITEMS MAY BE SHOWN ON OTHER SHEETS.

6. SEE W-SHEETS FOR ADDITIONAL WATER SYSTEM DEMOLITION

7. DISPOSE OF ALL ITEMS OFF OF GOVERNMENT PROPERTY IN AN APPROVED LANDFILL.

SEE SHEET DE2

SEE SHEET DE3

SEE SHEET DE4

HIGHWAY 157

UTILITY POLE AND OVERHEAD

ELECTRICAL LINE, TYP

REMOVE BRIDGE

REMOVE BRIDGE

SITE FURNISHINGS TO BE REMOVED BY OTHERS, TYP.

REMOVE RESTROOMS, TYP

REMOVE ASPHALT

LOOP ROAD

REMOVE ASPHALT ROAD

REMOVE ASPHALT

LOOP ROAD

REMOVE ASPHALT ROAD

NON-PERENNIAL STREAM

NON-PERENNIAL STREAM

REMOVE ASPHALT

SPURS,TYP

RESTROOMS TO BE REMOVED

BY OTHERS, TYP

RESTROOMS TO BE REMOVED

BY OTHERS, TYP

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S D E .K y le .S it e P la n D e m o .d w g

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

RESTROOM TO BE PUMPED AND

REMOVED BY OTHERS, TYP

REMOVE BRIDGE AND CULVERTS

REMOVE BULLETIN BOARD

REMOVE FAMILY UNIT

RETAINING STRUCTURES TO BE

REMOVED BY OTHERS, TYP

REMOVE PATHS, TYP

PULVERIZE ASPHALT ROAD TO

A DEPTH OF 4 INCHES (TYP)

STAIRS TO BE REMOVED

BY OTHERS, TYP

REMOVE TIRE RIPPER

ENTRY STATION AND BOLLARDS TO BE REMOVED BY OTHERSREMOVE FEE TUBE

SITE I.D. SIGN TO BE REMOVED BY OTHERS

REMOVE CULVERTS, TYP

REMOVE CONCRETE BARRIER POSTS, TYP

REMOVE HOST UNIT

RETAINING WALL TO REMAIN

HIGHWAY

SITE FURNISHINGS TO BE REMOVED BY OTHERS, TYP

REMOVE TREE STUMP

REMOVE TREES

K

YLE W

ASH

FLO

W

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S D E .K y le .S it e P la n D e m o .d w g

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

HIGHWAY 157

REMOVE BRIDGE AND CULVERTS

STAIRS AND RETAINING STRUCTURES

TO BE REMOVED BY OTHERS, TYP

STAIRS TO BE REMOVED

BY OTHERS, TYP

REMOVE ASPHALT

LOOP ROAD

REMOVE ASPHALT

LOOP ROAD

REMOVE FAMILY UNIT

REMOVE ROCK AND MORTAR

RETAINING WALL

REMOVE CULVERT, TYP

REMOVE CONCRETE BARRIER POSTS, TYP

PULVERIZE ASPHALT ROAD TO

A DEPTH OF 4 INCHES (TYP)

RESTROOM TO BE PUMPED AND

REMOVED BY OTHERS, TYP

SITE FURNISHINGS TO BE REMOVED BY OTHERS, TYP

REMOVE CULVERT

KYLE WASH

FLOW

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S D E .K y le .S it e P la n D e m o .d w g

E

E

E

E

E

E

E

E

E

E

E

E

X

X X

X X

HIGHWAY 157

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

REMOVE FAMILY UNIT

BULLETIN BOARD TO BE REMOVED BY OTHERS

REMOVE PATHS, TYP

UTILITY POLE AND OVERHEAD

ELECTRICAL LINE, TYP

REMOVE CULVERT, TYP

REMOVE CONCRETE BARRIER POSTS, TYP

STAIRS TO BE REMOVED

BY OTHERS, TYP

PULVERIZE ASPHALT ROAD TO

A DEPTH OF 4 INCHES (TYP)

RESTROOMS TO BE PUMPED

AND REMOVED BY OTHERS, TYP

SITE FURNISHINGS TO BE REMOVED BY OTHERS, TYP

KYLE WASH

FLOW

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S D E .K y le .S it e P la n D e m o .d w g

E E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

X

X

X

S

E E

E E

E E E

W

S S

S

W W

W

W W

W

W

W

W

W

W W

W

W

E

E

E

E

E

NEW WATERLINE

EXISTING WATERLINE

NEW SEWERLINE

EXISTING SEWERLINE

NEW ELECTRICAL LINE

EXISTING ELECTRICAL LINE

NEW FENCE LINE

EXISTING FENCE LINE

EXISTING EVERGREEN TREE

W

W

S

S

E

E

X

X

DAYLIGHT DRAIN

PUMPOUT DRAIN

CURB VALVE AND BOX - SIZE VARIES

HYDRANT - TYPE D, UNLESS OTHERWISE NOTED

UTILITY BOX WITH COMBINATION AIR VALVE

UTILITY BOX WITH PRESSURE REDUCING VALVE

EXISTING MANHOLE

NEW SEWER CLEANOUT

NEW CONCRETE PATHS AND SIDEWALKS

NEW ASPHALT ROADS AND PATHS

MAJOR CONTOUR AND ELEVATION (FEET)

SIGN

LEGEND

SINGLE FAMILY UNIT

DOUBLE FAMILY UNIT

TRIPLE FAMILY UNIT

SEGMENTAL RETAINING WALL

ROCKERY RETAINING WALL

CONCRETE PATH

DOUBLE GATE

SINGLE GATE

*LEGEND SCALE SAME AS SHEETS S2-S4*

NOTES:

1. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED

BY THE CONTRACTING OFFICER.

2. LOCATION AND ORIENTATION OF ALL STRUCTURES, HYDRANTS, UTILITY LINES, FAMILY

UNITS, TENT PADS, PATHS AND RELATED ITEMS SHALL BE STAKED BY THE CONTRACTOR

AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

3. AN EXTENSIVE 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.

4. CLEARING LIMITS SHALL BE AS NOTED IN THE SPECIFICATIONS. THE CONTRACTOR SHALL

USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION. THE CONTRACTOR

SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE CLEARING LIMITS. DO

NOT REMOVE ANY TREES UNLESS DESIGNATED TO BE REMOVED. ALL TREES TO BE

REMOVED SHALL BE APPROVED BY THE CONTRACTING OFFICER.

5. ALL COMFORT STATIONS WILL BE FURNISHED BY THE GOVERNMENT AND INSTALLED BY

OTHERS. THE CONTRACTOR SHALL PREPARE EACH COMFORT STATION SITE ACCORDING

TO SHEETS D15 & D16 AND THE SPECIFICATIONS.

6. SEE SIGN SHEET D10 FOR SIGNS.

7. SEE 'R' SHEETS FOR ROAD DESIGN.

10. SEE 'P' SHEETS FOR KYLE WASH TRAIL DESIGN.

11. SEE 'W' SHEETS FOR WATER SYSTEM DESIGN.

12. SEE 'WW' SHEETS FOR WASTEWATER SYSTEM DESIGN.

6. SEE 'E' AND 'ES' SHEETS FOR ELECTICAL DESIGN.

7. THE CONTRACTOR SHALL OBTAIN A DUST PERMIT FROM CLARK COUNTY AND A NPDES

PERMIT FROM THE STATE OF NEVADA.

8. THE GOVERNMENT WILL OBTAIN 404 AND 401 PERMITS FOR WORK IN THE KYLE WASH

DRAINAGE.

SEE SHEET S3

SEE SHEET S4

CONSTRUCT 6-FOOT WIDE

ASPHALT PATH, TYP

(SEE P SHEETS)

CONSTRUCT 6-FOOT WIDE ASPHALT

PATH, TYP (SEE P SHEETS)

HIGHWAY 157

CONSTRUCT SINGLE LANE

ONE-WAY ASPHALT LOOP ROAD, TYP

CONSTRUCT BRIDGE

UTILITY POLE AND OVERHEAD

ELECTRICAL LINE, TYP

CONSTRUCT

BRIDGE

CONSTRUCT SINGLE LANE

ONE-WAY ASPHALT LOOP ROAD, TYP

CONSTRUCT SINGLE LANE

ONE-WAY ASPHALT LOOP ROAD, TYP

CONSTRUCT SINGLE

LANE ASPHALT ROAD

PREPARE SITE FOR GOV'T FURNISHED

2-UNIT FLUSH COMFORT STATIONS

CONSTRUCT FAMILY UNITS

WITH FURNISHINGS, TYP

CONSTRUCT ROCK RETAINING WALLS,

CONCRETE STAIRS AND PATHS, TYP

SEE SHEET S2

INSTALL SIGN #16 & #17

250' FROM ENTRANCE

ROAD (APPROACH SIGN)

CONSTRUCT POST AND

POLE FENCING, TYP

KYLE WASH

KYLE WASH FLOW

PREPARE SITE FOR GOV'T FURNISHED

2-UNIT FLUSH COMFORT STATIONS

PREPARE SITE FOR GOV'T FURNISHED

2-UNIT FLUSH COMFORT STATIONS

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S P .K y le .S it e P la n .d w g

P M kmbower Rectangle kmbower Typewritten Text

NATIVE SURFACE

kmbower Rectangle kmbower Typewritten Text

ROADS AND PATHS

kmbower Typewritten Text kmbower

CONSTRUCT SINGLE LANE ASPHALT ROAD WITH PULLOUTS

CONSTRUCT DOUBLE

SPUR, TYP

CONSTRUCT SINGLE LANE ONE-WAY

ASPHALT LOOP ROAD, TYP

CONSTRUCT 6-FOOT

WIDE ASPHALT PATH, TYP

(SEE P SHEETS)

CONSTRUCT SINGLE

FAMILY UNIT, TYP

CONSTRUCT DUMPSTER PAD AND ENCLOSURE WALLS, TYP

CONSTRUCT HOST UNIT

SEE SHEET D23 FOR UTILITY LAYOUT

CONSTRUCT DOUBLE

FAMILY UNIT, TYP

CONSTRUCT NEW BRIDGE (SEE BRIDGE DESIGN PACKAGE)

INSTALL SIGN #1 (STOP)

INSTALL SIGN #1 (STOP)

INSTALL SIGN #4

(DO NOT ENTER)

INSTALL HYDRANT, TYP

(SEE W SHEETS)

INSTALL SIGN #2

(YIELD)

INSTALL NEW DRAINFIELD

(SEE WW SHEETS)

REPLACEMENT DRAINFIELD

(AREA SHALL NOT BE DISTURBRED)

INSTALL SEPTIC TANK

(SEE WW SHEETS)

CONSTRUCT

CONCRETE

STAIRS, TYP

CONSTRUCT CONCRETE

PATH, TYP

INSTALL BARRIER ROCK, TYP

INSTALL 8-FOOT

WHEEL STOP, TYP

INSTALL TWO 16' WIDE GATES

CONSTRUCT 3-PANEL KIOSK

INSTALL

FEE TUBE D12

D8

D1

D6

INSTALL SINGLE 14' WIDE GATE. PROVIDE 4' WIDE GAP BETWEEN

CENTER POST AND EDGE OF ROAD FOR PEDESTRIAN ACCESS. D18

D1

D18

D7

CONSTRUCT INTERPRETIVE

PANEL CONCRETE PAD

D3

D7

INSTALL DIRECTIONAL

ARROW, TYP

D7

CONSTRUCT SITE I.D. SIGN

INSTALL SIGN #8 (DIRECTIONAL)

D11

CONTRUCT FIREWOOD

STORAGE BOX AND

ENCLOSURE WALLS

REMOVE TREE

RETAIN TREE

RETAIN TREES

RETAIN TREE

INSTALL BOLLARD, TYP D12

CONSTRUCT ROCKERY

RETAINING WALL, TYP

D3

INSTALL NEW HOST UNIT DRAINFIELD

(SEE WW SHEETS)

REPLACEMENT HOST UNIT DRAINFIELD

(AREA SHALL NOT BE DISTURBRED)

D15

INSTALL SEWERLINE, TYP

(SEE WW SHEETS)

WATERLINE, TYP

(SEE W SHEETS)

INSTALL SIGN #10 (TRASH)

INSTALL SIGN #11 (RECYCLING)

INSTALL

SIGN #7

INSTALL SIGN #5

INSTALL SIGN #5

INSTALL SIGN #6 (ONE LANE BRIDGE)

INSTALL SIGN #6 (ONE LANE BRIDGE)

INSTALL SIGN #3

(KEEP RIGHT)

INSTALL SIGN #14 (15 MIN. PARKING)

D23

PREPARE SITE FOR GOV'T

FURNISHED ENTRANCE STATION

D21

INSTALL SIGN #3 (KEEP RIGHT)

INSTALL SIGN #3

(KEEP RIGHT)

D13

D6

DIRECTIONAL ARROW, TYP D7

INSTALL UNIT MARKER, TYPD2

INSTALL SEPTIC TANK (SEE WW SHEETS)

INSTALL SIGN #15

(NO PARKING)

CONSTRUCT 3-PANEL KIOSKD8

CONSTRUCT POST AND POLE FENCING, TYP D17

CONSTRUCT SINGLE

SPUR, TYP

D20

INSTALL SIGN #18 (KYLE WASH TRAIL)

INSTALL PROPANE TANK AND SLAB D22

INSTALL PLANTINGS, TYP D5

D14

INSTALL 6-FOOT WHEEL

STOP FOR SITES 7 & 8D7

INSTALL 6-FOOT WHEEL STOP FOR PARKINGD7

K Y

LE

W

AS

H

FL

O

W

PREPARE SITE FOR GOV'T FURNISHED 2-UNIT

FLUSH COMFORT STATION (WEST LOOP)

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S P .K y le .S it e P la n .d w g

E

E E

E E

E

S S

S S

S S

W

W

W

W

W

W

W

W

W

W

W W

W W

W W

W W

E E

E

E

E

E

E

E

E

E

E

W

X

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

CONSTRUCT SINGLE-LANE ASPHALT

ROAD WITH PULLOUTS

CONSTRUCT DOUBLE

SPUR, TYP

CONSTRUCT SINGLE LANE ONE-WAY

ASPHALT LOOP ROAD, TYP

CONSTRUCT SINGLE

FAMILY UNIT, TYP

CONSTRUCT DOUBLE

FAMILY UNIT, TYP

HIGHWAY 157

CONSTRUCT

3-PANEL KIOSK

CONSTRUCT NEW

BRIDGE (SEE BRIDGE

DESIGN PACKAGE)

INSTALL SIGN #4

(DO NOT ENTER)

INSTALL SIGN #1 (STOP)

INSTALL HYDRANT, TYP

(SEE W SHEETS)

INSTALL SEPTIC TANKS

(SEE WW SHEETS)

CONSTRUCT 20-FOOT

WIDE SPUR

CONSTRUCT CONCRETE STAIRS, TYP

CONSTRUCT SINGLE SPUR, TYP

INSTALL BARRIER

ROCK, TYP

INSTALL 8-FOOT

WHEEL STOP, TYP D7

D7

D3

INSTALL DIRECTIONAL

ARROW, TYP

CONSTRUCT CONCRETE

PATH, TYP

D1

D7

D1

RETAIN TREE

REMOVE TREE

REMOVE TREE

CONSTRUCT ROCKERY

RETAINING WALL, TYP

D3

D6

INSTALL SEWERLINE, TYP

(SEE WW SHEETS)

WATERLINE, TYP

(SEE W SHEETS)

INSTALL SIGN #6

(ONE LANE BRIDGE)

INSTALL SIGN #6

(ONE LANE BRIDGE)

INSTALL SIGN #12 (EXIT)

D8

CONSTRUCT SEGMENTAL

RETAINING WALL, TYPD17

INSTALL SIGN #15 (NO PARKING)

INSTALL UNIT MARKER, TYPD2

INSTALL SIGN #15

(NO PARKING)

CONSTRUCT POST AND POLE FENCING, TYPD17

D15

RETAIN TREE

RETAIN TREES

KYLE WASH

FLOW

RETAIN TREE

PREPARE SITE FOR GOV'T FURNISHED 2-UNIT

FLUSH COMFORT STATION (MIDDLE LOOP)

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S P .K y le .S it e P la n .d w g

E

E

E

E

E

E

E

E

E

E

E

E

X

X X

X X

E E

E E

E

E

E

E

S

S

S S

S

S W W

W

W

W

W

W

W

W

W

W

W W

W

W

W

E

E

E

E

W

NOTES:

1. NOTES AND LEGEND ON SHEET S1 APPLY.

CONSTRUCT SINGLE

LANE ASPHALT ROAD

WITH PULLOUTS

CONSTRUCT DOUBLE SPUR, TYP

CONSTRUCT 3 - PANEL KIOSK

CONSTRUCT PULL

THRU SPUR, TYP

CONSTRUCT 6-FOOT WIDE

NATIVE SURFACE PATH, TYP

(SEE P SHEETS)

CONSTRUCT SINGLE

FAMILY UNIT, TYP

HIGHWAY 157

CONSTRUCT TRIPLE

FAMILY UNIT

CONSTRUCT DUMPSTER PAD, TYP

CONSTRUCT SINGLE LANE

ONE-WAY ASPHALT LOOP, TYP

INSTALL DOUBLE 12'

WIDE GATES WITH 4'

GAP IN BETWEEN FOR

PEDESTRIAN TRAFFIC

CONSTRUCT DOUBLE

FAMILY UNIT, TYP

CONSTRUCT TRIPLE

UNIT SPUR

CONSTRUCT

CONCRETE

STAIRS, TYP

INSTALL BARRIER ROCK, TYP

INSTALL SIGN #13 (EXIT)

INSTALL SIGN #3 (KEEP RIGHT)

INSTALL HYDRANT, TYP

(SEE W SHEETS)

EXISTING UTILITY POLE AND OVERHEAD

ELECTRICAL LINE, TYP

INSTALL

SEPTIC

TANKS

(SEE WW

SHEETS)

WATERLINE, TYP

(SEE W SHEETS)

CONSTRUCT 20-FOOT

WIDE SPUR

EAST LOOP

RESTROOM

DRAINFIELD

(SEE WW

SHEETS)

MIDDLE LOOP

RESTROOM

DRAINFIELD

(SEE WW

SHEETS)

REPLACEMENT

DRAINFIELD

(AREA SHALL NOT

BE DISTURBED)

REPLACEMENT

DRAINFIELD

(AREA SHALL NOT

BE DISTURBED)

INSTALL 8-FOOT

WHEEL STOP, TYP

CONSTRUCT INTERPRETIVE

PANEL CONCRETE PAD

D20

D7

D13

D7

INSTALL BARRIER ROCK, TYP

INSTALL DIRECTIONAL

ARROW, TYP

D1

D1

D1

D7

INSTALL

SIGN #1

(STOP)

INSTALL SIGN #14 (15 MIN. PARKING)

RETAIN

TREES, TYP

DO NOT DAMAGE

TREES, TYP

D7

CONSTRUCT LOW POINT IN ROAD

FOR DRAINAGE (SEE R-SHEETS)

RETAIN TREE

INSTALL BOLLARD, TYP D12

CONSTRUCT ROCKERY

RETAINING WALL, TYP D3

INSTALL SIGN #9

(DIRECTIONAL) INSTALL SIGN #4 (DO NOT ENTER)

INSTALL SIGN #11 (RECYCLING)

INSTALL SIGN #10 (TRASH)

D16

D8

INSTALL UNIT MARKER, TYPD2

INSTALL SIGN #15

(NO PARKING)

INSTALL UNIT MARKER, TYP D2

D6

D3

RETAIN TREES AT SITE 23

INSTALL SIGN #18

(KYLE WASH TRAIL)

ENSURE CENTER GATE

POSTS DO NOT INTERFERE

WITH UTILITY LINES

D18

KYLE WASH

FLOW

PREPARE SITE FOR GOV'T FURNISHED 2-UNIT

FLUSH COMFORT STATION (EAST LOOP)

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s S P .K y le .S it e P la n .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .f a m il y u n it s c o n c p a d .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .u n it m rk r_ p e d g ri ll fa m il y u n it .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .R o c k R e t W a ll a n d C o n c S ta ir s .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .c o n c ta b le .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s t ru c t io n .2 D ra w in g s D .c o n c fi re ri n g p la n ti n g d e e ts .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .t y p ic a l_ p a th d e ta il s .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .b a rr ie r.

ro c k s .w h e e l.

s to p .d ir .a rr o w .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .3 p a n e l_ K io s k A ll S te e l.

d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .3 p a n e l_ K io s k d e ta il s A ll S te e l.

d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s t ru c t io n .2 D ra w in g s D .K y le .S ig n L is t&

In s ta ll a ti o n .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .s it e id s ig n .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .f e e t u b e b o ll a rd d e ta il s .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D d u m p s t e r_ p a d e n c lo s u re w a ll s .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .d u m p s te r.

e n c lo s u re .f ir e w o o d .b o x .d e ta il s .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D re s tr o o m fl u s h .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D re s tr o o m la y o u t.

d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s t ru c t io n .2 D ra w in g s D .K y le .S R W .R e ta in in g .W a ll .P o s t.

P o le .F e n c e .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .g a te fa b ri c a ti o n .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .g a te in s ta ll a ti o n .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D C o n c T ra il s id e B e n c h D e ta il .d w g

A M kmbower Rectangle kmbower Typewritten Text

NATIVE SURFACE

PATH

kmbower Rectangle kmbower Typewritten Text

NATIVE

kmbower Rectangle kmbower Typewritten Text

INSTALL INTERPRETIVE PANEL

(GOVTERNMENT FURNISHED)

kmbower Rectangle kmbower Typewritten Text

PATH

kmbower Typewritten Text

2. THIS SHORTER

INTERPRETIVE

PANEL PAD WILL BE

LOCATED WHERE

EAST AND WEST

PATHS JOIN

PICNIC AREA

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .K y le .E n tr y S ta ti o n .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s D .K y le .p ro p a n e ta n k .d w g

W

W

W

W

S S

S S

S

E

E

E

E

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s t ru c t io n .2 D ra w in g s D .K y le u n it h o s t_ u ti li ty la y o u t.

d w g

R2

R6

R3

R7 & R8

R4

R5

KYLE PICNIC AREA

ENTRANCE

STATE ROUTE 157

STATE ROUTE 157

TO LAS VEGAS, NV

TO MT. CHARLESTON

MIDDLE LOOP

WEST LOOP

EAST LOOP

KYLE PICNIC AREA

MAIN ROAD

KYLE PICNIC AREA

MAIN ROAD

NOTES:

1. ALL ROADS AND PARKING AREAS WITHIN THIS SHEET (EXCEPT STATE ROUTE 157) SHALL HAVE EXISTING ASPHALT MATERIAL PULVERIZED INTO 1 INCH MINUS MATERIAL. PULVERIZED ASPHALT MATERIAL AND ROAD BASE MATERIAL UNDER ASPHALT SHALL BE REMOVED AND STOCKPILED FOR

REUSE.

2. AFTER REMOVAL OF ASPHALT AND ROAD BASE MATERIAL, ALL ROADS AND PARKING AREAS THAT

WILL NOT BE COVERED WITH NEW ROADS OR STRUCTURES SHALL BE

OBLITERATED BY RIPPING SUBGRADE TO A DEPTH OF 12"

RECONTOURED TO MATCH SURROUNDING GROUND

BLOCKED FROM ACCESS WITH NEARBY NATURAL MATERIALS (I.E. LOGS AND BOULDERS)

LEFT IN A STATE READY TO SEED.

3. ALL PULVERIZED ASPHALT AND ROAD BASE ROAD MATERIALS STOCKPILED SHALL BE REUSED AS ROAD BASE MATERIAL IN CONSTRUCTION OF NEW ROAD SYSTEM OR AS OTHER FILL MATERIAL IN

APPROPRIATE AREAS.

4. EXCAVATION QUANTITIES SHOWN ON "R" SHEET PROFILES DO NOT INCLUDE PULVERIZED ASPHALT

AND ROAD BASE MATERIAL THAT IS TO BE REMOVED AND REUSED.

5. ALL CLEARING AND GRUBBING SHALL CONFORM TO SECTION 311000 IN THE SPECIFICATIONS. ALL

NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF AT AN LEGAL LANDFILL.

6. ALL CUT SLOPES SHALL BE SLOPED AT 2:1 AND ALL FILL SLOPES SLOPED AT 3:1 UNLESS OTHERWISE

INDICATED ON THE PLANS.

7. SEE SHEET R2-R7 FOR ROADWAY PLAN AND PROFILES.

8. SEE SHEET R8 FOR RETAINING WALL PLAN AND PROFILES.

9. SEE SHEETS R9-R11 FOR TYPICAL ROAD AND SPUR TEMPLATES.

10. SEE SHEET D7 FOR STANDARD DIRECTIONAL ARROW SYMBOL.

11. SEE "S" SHEETS AND SHEET D10 FOR SIGN INFORMATION.

12. ALL CONSTRUCTION PERFORMED WITHIN THE NDOT RIGHT-OF-WAY SHALL FOLLOW THE 2001 NDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND ALL APPLICABLE PULL

SHEETS.

X H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

PC: 1+36.0

PC: 3+32.2

PC: 4+79.8

PC: 5+15.5

PT: 2+84.4

PT: 4+79.8

PT: 5+15.5

0+

1+00

2+00

3+00

4+00

5+

-1.0%

-10.5%

-6.8%

-8.0%

LVC: 50

BVCS: 0+90.0

BVCE: 6930.5

EVCS: 1+40.0

EVCE: 6927.6

LVC: 50

B V

C S

: 3 +1

7.

B V

C E

: 6

1.

E V

C S

: 3 +6

7.

E V

C E

: 6

7.

LVC: 50

B V

C S

: 3 +8

9.

B V

C E

: 6

6.

E V

C S

: 4 +3

9.

E V

C E

: 6

3.

LVC: 50

B V

C S

: 2 +0

2.

B V

C E

: 6

1.

E V

C S

: 2 +5

2.

E V

C E

: 6

6.

APPROX. EXC. 130 CY (ROADWAY)

APPROX. EMB. 460 CY (ROADWAY)

-4.4%

EXISTING GRADE

TOP OF SUBGRADE

ENTRANCE STATION WIDENING

DUMPSTER PADS LEFT

STA: 1+46, RIGHT

HOST SPUR

STA: 1+57

INTERSECTION WITH

WEST LOOP ROADWAY

PULL OUT RIGHT

STA: 2+41, LEFT

SPUR #6

STA: 3+20, LEFT

CAR PARKING SPURS #7 & #8

STA: 4+16, LEFT

BEGIN PULL THROUGH

SPUR #9 PULL OUT RIGHT

APPROX. BORROW 370 CY (ROADWAY)

STA: 0+00

INTERSECTION SR 157

BEGIN CONSTRUCTION

(MATCH GRADE)

16'

14'

2%

2%

16'

24'

14' 20'

EDGE OF ASPHALT

(TYP.)

DAYLIGHT

CUT (TYP.)

DAYLIGHT FILL (TYP.)

REMOVE TREES

DO NOT DAMAGE TREE

DO NOT

DAMAGE TREE

STATE ROUTE 157

INSTALL ROAD CLOSURE GATE,

(SEE SHEETS S2, D18 & D19)

BEGIN KYLE PICNIC AREA MAIN

ROAD CONSTRUCTION, MATCH

STATE ROUTE 157 ELEVATION

R50' R50'

NEW ENTRANCE STATION

(SEE SHEET D21)

CONSTRUCT 50'

LONG PULL OUT

(SEE SHEET R10)

2%

13'

CONSTRUCT 50'

LONG PULL OUT

(SEE SHEET R10)

CONSTRUCT DOUBLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT SINGLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT PULL

THROUGH SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT HOST SPUR

WITH PARKING

(SEE SHEET R10, R11 & D23)

WEST LOOP ROADWAY

(SEE SHEET R6)

35'77'

INSTALL PAINTED

DIRECTIONAL ARROWS, TYP.

(SEE SHEET D7)

KYLE PICNIC AREA MAIN

ROAD, CONSTRUCT TWO

LANE, 20' WIDE PAVED ROAD

KYLE PICNIC AREA MAIN ROAD,

CONSTRUCT SINGLE-LANE 14'

WIDE PAVED SURFACE

R5'

INSTALL DUMPSTER PAD

AND ENCLOSURE, TYP.

(SEE SHEETS D13 & D14)

R83'

R15'

R3'

R300'

R100'

R70'

R60'

R5'

R25'

R2'

TWO (2)-25' X 10' CAR

PARKING SPURS (SEE

SHEET R10 & R11)

63'

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND FROM SHEET S1 APPLY.

R40'

R3'

16'

2%

R 7'

14'

R40'

21'

0'

CONSTRUCT ROCKERY

RETAINING WALL, TYP.

(SEE SHEET D3)

R40'

R36'

R36'

R36'

2%

BLEND INTERSECTION

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

-7.5%

-4.5%

-6.0%

0.0% -5.5%

-2.5%

-5.3%

S

TA

+0 2.

E

LE

V

3.

S

TA

+1 1.

E

LE

V

7.

S

TA

1+

.8 E

LE

V

9.

LVC: 50

B V

C S

: 8 +6

2.

B V

C E

: 6

6.

E V

C S

: 9 +1

2.

E V

C E

: 6

3.

LVC: 25

BVCS: 6+35.4

BVCE: 6896.2

EVCS: 6+60.4

EVCE: 6895.5

LVC: 50

B V

C S

: 9 +7

7.

B V

C E

: 6

8.

E V

C S

: 1 0+

.6

E V

C E

: 6

5.

7LVC: 25

BVCS: 5+65.7

BVCE: 6896.9

EVCS: 5+90.7

EVCE: 6896.2

APPROX. EXC. 90 CY (ROADWAY)

APPROX. EMB. 85 CY (ROADWAY)

-5.1%

EXISTING GRADE

TOP OF SUBGRADE

STA: 5+08, LEFT

END PULL THROUGH

SPUR #9

STA: 5+42, LEFT

SPUR #10

STA: 11+92

SPUR #15

LEFT

STA: 11+54, RIGHT

INTERSECTION WITH BEGINNING

OF MIDDLE LOOP ROADWAY

STA: 10+76, RIGHT

END PULL THROUGH

SPUR #14

STA: 9+87, RIGHT

BEGIN PULL THROUGH

SPUR #14

STA: 8+76, RIGHT

SPUR #13

STA: 7+95, LEFT

SPUR #12

PULL OUT RIGHT PULL OUT LEFT

TOILET BUILDING RIGHT

PULL OUT LEFT

STA: 6+80, RIGHT

INTERSECTION WITH END OF

MIDDLE LOOP ROADWAY

APPROX. BORROW 20 CY (ROADWAY)

EAST BRIDGE

20'2%

24'

2%

2%

16'

EDGE OF ASPHALT

(TYP.)

DAYLIGHT

CUT (TYP.)

DAYLIGHT FILL

(TYP.)KYLE

W

ASH

INSTALL EAST BRIDGE

(SEE BRIDGE PACKAGE)

CONSTRUCT 50' LONG PULL

OUT (SEE SHEET R10)

CONSTRUCT DOUBLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT SINGLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT PULL

THROUGH SPUR, TYP.

(SEE SHEET R10 & R11)

MIDDLE LOOP ROADWAY

(SEE SHEET R7)

INSTALL PAINTED

DIRECTIONAL ARROWS, TYP.

(SEE SHEET D7)

KYLE PICNIC AREA MAIN ROAD,

CONSTRUCT ONE LANE, TWO

WAY PAVED ROAD

R3'

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND FROM SHEET S1 APPLY.

KYLE

W

ASH KYLE WASH

MIDDLE LOOP ROADWAY

(SEE SHEET R7)

CONSTRUCT 50'

LONG PULL OUT

(SEE SHEET R10)

NEW COMFORT STATION

(SEE SHEET S3)

14' 14'

CONSTRUCT 50'

LONG PULL OUT

(SEE SHEET R10)

R70'

R200' R1000'

R200'

13'

R8'

R10' R40' R30'

R30' 24'

R2'

CONSTRUCT ROCKERY

RETAINING WALL, TYP.

(SEE SHEET D3)

R60

61'

65'

' 60

BLEND INTERSECTION

BLEND INTERSECTION

2%

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

-0.8%

-5.1%

-3.4%

-6.1%

-3.8%

S

TA

6+

.5 E

LE

V

8.

LVC: 50

B V

C S

: 1 4+

.5

B V

C E

: 6

7.

E V

C S

: 1 4+

.5

E V

C E

: 6

6.

LVC: 50

B

V C

S : 1

3+

.1 B

V C

E : 6

9.

E V

C S

: 1 4+

.1

E V

C E

: 6

8.

LVC: 50

B V

C S

: 1 5+

.2

B V

C E

: 6

2.

E V

C S

: 1 5+

.2

E V

C E

: 6

0.

APPROX. EXC. 90 CY (ROADWAY)

APPROX. EMB. 30 CY (ROADWAY)

EXISTING GRADE

TOP OF SUBGRADE

STA: 12+80

INTERSECTION WITH

END OF MAIN ROAD

STA: 13+90, LEFT

SPUR #16

STA: 14+11, RIGHT

BEGIN PULL THROUGH

SPUR #17

STA: 15+15, RIGHT

END PULL THROUGH

SPUR #17

STA: 15+81, LEFT

SPUR #18

STA: 16+10, RIGHT

SPUR #19 STA: 17+12, LEFT

SPUR #20

APPROX. BORROW 0 CY (ROADWAY)

NEW COMFORT STATION

(SEE SHEET S4)

EDGE OF ASPHALT

(TYP.)

DAYLIGHT FILL (TYP.)

ROAD CLOSURE GATE,

(SEE SHEETS S4, D18 & D19)

INTERSECTION WITH

END OF MAIN ROAD

2%

CONSTRUCT SINGLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT DOUBLE

PULL THROUGH SPUR

(SEE SHEET R10 & R11)

INSTALL PAINTED

DIRECTIONAL ARROWS, TYP.

(SEE SHEET D7)

KYLE PICNIC AREA MAIN LOOP ROAD,

CONSTRUCT SINGLE-LANE 14' WIDE

PAVED SURFACE

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND

FROM SHEET S1 APPLY.

DAYLIGHT CUT

(TYP.)

KYLE PICNIC AREA MAIN

ROAD, CONSTRUCT SINGLE

LANE,14' WIDE PAVED ROAD

CONSTRUCT DOUBLE

PARKING SPUR

(SEE SHEET R10 & R11)

CONSTRUCT TRIPLE

PARKING SPUR

(SEE SHEET R10 & R11)

CONSTRUCT DOUBLE

PARKING SPUR

(SEE SHEET R10 & R11)

INSTALL DUMPSTER PAD

AND INCLOSURE, TYP.

(SEE SHEETS D13 & D14)

2%

2%

14'

R28'

R28'

R200'

R3'

R500'

R3'

R3'

R3'

R2'

R95'R30'

24'

24'

20'

60'

61'

60'

12'

12'

60'

74'

36'

85'

60'

CONSTRUCT 20' WIDE

PARKING SPUR

(SEE SHEET R10 & R11)

CONSTRUCT ROCKERY

RETAINING WALL, TYP.

(SEE SHEET D3)

65'

69'

R62'

BLEND INTERSECTION

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

2.0%

5.9%

2.0%

6.0%

5.0%

6.9%

S

TA

8+

.7 E

LE

V

7.

S

TA

9+

.0 E

LE

V

0.

LVC: 50

B V

C S

: 2 1+

.7

B V

C E

: 6

0.

E V

C S

: 2 1+

.7

E V

C E

: 6

3.

LVC: 25

B V

C S

: 1 9+

.2

B V

C E

: 6

2.

E V

C S

: 1 9+

.2

E V

C E

: 6

3.

LVC: 100

B V

C S

: 1 7+

.7

B V

C E

: 6

4.

E V

C S

: 1 8+

.7

E V

C E

: 6

6.

LVC: 25

B V

C S

: 2 0+

.5

B V

C E

: 6

3.

E V

C S

: 2 0+

.5

E V

C E

: 6

4.

APPROX. EXC. 90 CY (ROADWAY)

APPROX. EMB. 140 CY (ROADWAY)

EXISTING GRADE

TOP OF SUBGRADE

STA: 18+20, RIGHT

SPUR #21

STA: 19+60, RIGHT

END PULL THROUGH

SPUR #22

STA: 20+46, RIGHT

SPUR #23

STA: 18+85, RIGHT

BEGIN PULL THROUGH

SPUR #22

STA: 17+74, RIGHT

EAST PATH

ENTRANCE

DUMPSTER & TOILET BUILDING PULL OUT LEFT

APPROX. BORROW 80 CY (ROADWAY)

DRIVEABLE DIP TO

SERVE AS DRAINAGE

FOR SURFACE WATER

STA: 21+92, END OF

MAIN ROAD, INTERSECTION

WITH MAIN ROAD AT 12+80

EDGE OF ASPHALT

(TYP.)

KYLE WASH

CONSTRUCT PULL

THROUGH SPUR, TYP.

(SEE SHEET R10 & R11)

NEW COMFORT STATION

(SEE SHEET S4)

DAYLIGHT

CUT (TYP.)

DAYLIGHT FILL (TYP.)

CONSTRUCT DOUBLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

INSTALL PAINTED

DIRECTIONAL ARROWS, TYP.

(SEE SHEET D7)

KYLE PICNIC AREA MAIN ROAD,

CONSTRUCT SINGLE LANE, 14' WIDE

PAVED ROAD (SEE SHEETS R2-R4)

KYLE PICNIC AREA MAIN ROAD,

CONSTRUCT SINGLE-LANE 14'

WIDE PAVED SURFACE

INSTALL DUMPSTER PAD

AND INCLOSURE, TYP.

(SEE SHEETS D13 & D14)

R50'

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND FROM SHEET S1 APPLY.

R70'

EAST PATH ENTRANCE

(SEE "P" SHEETS)

R1.5'

R28'

R28'

R25' R3'

R48'

R5' 14' 14'60'

60'

12'

12'

16'

16'

28'

CONSTRUCT 50'

LONG PULL OUT

(SEE SHEET R10)

2%

2%

CONSTRUCT SINGLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT ROCKERY

RETAINING WALL, TYP.

(SEE SHEET D3)

R 60'

BLEND INTERSECTION

2%

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

2.2% 0.3%

0.0%

12.0%

-9.3%

-11.6%

0.0%

-4.8% 8.2%

LVC: 50

BVCS: 2+99.0

BVCE: 6940.0

EVCS: 3+49.0

EVCE: 6943.6

LVC: 50

BVCS: 3+64.9

BVCE: 6943.9

EVCS: 4+14.9

EVCE: 6944.5

LVC: 50

BVCS: 4+55.5

BVCE: 6944.7

EVCS: 5+05.5

EVCE: 6942.4

LVC: 50

B V

C S

: 5 +4

6.

B V

C E

: 6

8.

E V

C S

: 5 +9

6.

E V

C E

: 6

3.

LVC: 50

BVCS: 6+28.1

BVCE: 6929.7

EVCS: 6+78.1

EVCE: 6926.7

LVC: 25

B V

C S

: 0 +5

9.

B V

C E

: 6

3.

E V

C S

: 0 +8

4.

E V

C E

: 6

3.

LVC: 25

B V

C S

: 1 +2

4.

B V

C E

: 6

3.

E V

C S

: 1 +4

9.

E V

C E

: 6

4.

LVC: 50

B V

C S

: 1 +7

8.

B V

C E

: 6

6.

E V

C S

: 2 +2

8.

E V

C E

: 6

1.

APPROX. EXC. 60 CY (ROADWAY)

APPROX. EMB. 240 CY (ROADWAY)

EXISTING GRADE

TOP OF SUBGRADE

STA: 4+05, RIGHT

SPUR #2

STA: 5+18, RIGHT

SPUR #3

STA: 6+25, RIGHT

SPUR #5

STA: 6+35, LEFT

SPUR #4STA: 5+79, RIGHT

TOILET BUILDING

PARKING STALL

STA: 2+56, RIGHT

SPUR #1

STA: 1+83

INTERSECTION WITH

END OF WEST LOOP

STA: 1+67, RIGHT

KYLE WASH TRAIL ENTRANCE

WEST BRIDGE

APPROX. BORROW 210 CY (ROADWAY)

STA: 0+00, BEGIN

CONSTRUCTION,

INTERSECTION

WITH MAIN ROAD

STA: 6+98, END

OF WEST LOOP,

INTERSECTION WITH

WEST LOOP AT 1+83

STA: 4+16, INSTALL

24" CMP, CULVERT #1

STA: 6+74, INSTALL

24" CMP, CULVERT #2

REMOVE TREE

DO NOT

DAMAGE TREE

DO NOT

DAMAGE TREE

EDGE OF ASPHALT

(TYP.)

KYLE WASH

NEW COMFORT STATION

(SEE SHEET S2)

2%

DAYLIGHT

CUT (TYP.)

DAYLIGHT

FILL (TYP.)

ROAD CLOSURE GATE,

(SEE SHEETS D18 & D19)

BEGIN WEST LOOP ROAD

AT KYLE PICNIC AREA

MAIN ROAD INTERSECTION

CONSTRUCT DOUBLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT SINGLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

KYLE PICNIC AREA

MAIN ROAD

(SEE SHEETS R2-R5)

INSTALL PAINTED

DIRECTIONAL ARROWS,

TYP. (SEE SHEET D7)

WEST LOOP ROAD,

CONSTRUCT ONE-LANE 14'

WIDE PAVED SURFACE

R40'

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND FROM SHEET S1 APPLY.

WEST PATH

ENTRANCE

(SEE "P" SHEETS)

INSTALL EAST BRIDGE

(SEE BRIDGE PACKAGE)

2%

2%

2%

R65'

R5'

R70'

R80'

R3' R3'

R28'

R28'

R3'

R3'

R3'

R40'

R120'

R100'

R50'

R80'

R80'

R1.5'

14' 14'

14'

48'

87'

60'

27'

45'

16'

24'

INSTALL CULVERT #1

SEE SHEET R12

CONSTRUCT ROCKERY

RETAINING WALL, TYP.

(SEE SHEET D3)

CONSTRUCT ROCKERY RETAINING

WALL, TYP. (SEE SHEET D3)

16'

CONSTRUCT WEST

RESTROOM PULLOUT

55'

60'

INSTALL CULVERT #2

SEE SHEET R12

2%

BLEND INTERSECTION

BLEND INTERSECTION

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

12.0%

5.0%

-9.6%

3.0% -2.0%

S

TA

+2 6.

E

LE

V

4.

LVC: 100

BVCS: 2+41.7

BVCE: 6896.3

EVCS: 3+41.7

EVCE: 6903.8

LVC: 50

BVCS: 3+84.2

BVCE: 6905.1

EVCS: 4+34.2

EVCE: 6905.4

LVC: 25

BVCS: 4+64.5

BVCE: 6904.7

EVCS: 4+89.5

EVCE: 6903.3

LVC: 50

B V

C S

: 0 +0

8.

B V

C E

: 6

0.

E V

C S

: 0 +5

8.

E V

C E

: 6

4.

LVC: 100

B V

C S

: 5 +1

9.

B V

C E

: 6

0.

E V

C S

: 6 +1

9.

E V

C E

: 6

4.

STA: 1+35, LEFT

SPUR #24

STA: 3+21, LEFT

SPUR #25

STA: 4+21, LEFT

SPUR #26

STA: 6+16, LEFT

SPUR #11

PULL OUT SPUR #27 RIGHT

APPROX. EXC. 130 CY (ROADWAY)

APPROX. EMB. 160 CY (ROADWAY)

EXISTING GRADE

TOP OF SUBGRADE

APPROX. BORROW 80 CY (ROADWAY)

STA: 0+00, BEGIN

CONSTRUCTION,

INTERSECTION WITH

MAIN ROAD

STA: 6+33, END

CONSTRUCTION,

INTERSECTION WITH

MAIN ROAD

STA: 3+46, INSTALL

24" CMP, CULVERT #3

INSTALL RETAINING WALL

BOTH SIDES

SEE SHEET R8

INSTALL SEGMENTED

RETAINING WALLS

(SEE SHEET R8)

DO NOT DAMAGE TREES

EDGE OF ASPHALT

(TYP.)

NEW COMFORT STATION

(SEE SHEET S3)

2%

DAYLIGHT

CUT (TYP.)

DAYLIGHT

FILL (TYP.)

BEGIN MIDDLE LOOP ROAD

AT KYLE PICNIC AREA

MAIN ROAD INTERSECTION

2%

CONSTRUCT DOUBLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT SINGLE

PARKING SPUR, TYP.

(SEE SHEET R10 & R11)

CONSTRUCT 40' LONG

PULL OUT SPUR, TYP.

(SEE SHEET R10)KYLE PICNIC AREA

MAIN ROAD

(SEE SHEETS R2-R5)

INSTALL PAINTED

DIRECTIONAL ARROWS, TYP.

(SEE SHEET D7)

MIDDLE LOOP ROAD,

CONSTRUCT ONE-LANE 14'

WIDE PAVED SURFACE

R200'

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND FROM SHEET S1 APPLY.

R170'

R90'

R200'

R50'

END MIDDLE LOOP ROAD

AT KYLE PICNIC AREA

MAIN ROAD INTERSECTION

R30'

R30'

R28'

R3'

R3'

R3'

R40'

R40'

R10'

R8'

24'

60'

60'

68'

67'

45' 30'

2%

INSTALL CULVERT #3

SEE SHEET R12

CONSTRUCT ROCKERY RETAINING

WALL, TYP. (SEE SHEET D3)

16'

16'

14'

REMOVE TREE

DO NOT DAMAGE TREE

REMOVE TREERETAIN TREES IF POSSIBLE

DO NOT DAMAGE TREE

DO NOT DAMAGE TREEDO NOT DAMAGE TREE

2%

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

EXISTING GRADE

TOP OF ROAD SUBGRADE (PROPOSED)

EXISTING GRADE

TOP OF ROAD SUBGRADE (PROPOSED)

STA. 5+25

BEGIN NEW RETAINING WALL

STA. 5+95

END NEW RETAINING WALL

STA. 5+25

BEGIN NEW RETAINING WALL

STA. 5+95

END NEW RETAINING WALL

RETAINING WALL

APPROX. 290 SQ. FT.

RETAINING WALL

APPROX. 180 SQ. FT.

INSTALL SEGMENTED

RETAINING WALL #1

EDGE OF ASPHALT

(TYP.)

2%

DAYLIGHT

CUT (TYP.)

DAYLIGHT

FILL (TYP.)

KYLE PICNIC AREA

MAIN ROAD

(SEE SHEETS R2-R5)

MIDDLE LOOP ROAD,

CONSTRUCT ONE-LANE 14'

WIDE PAVED SURFACE

NOTES:

1. NOTES FROM SHEET R1 AND LEGEND FROM SHEET S1 APPLY.

2. ALL WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH

SPECIFICATION SECTION 323230.

3. SEE SHEET D17 FOR TYPICAL RETAINING WALL DETAILS.

4. CUT AND FILL SLOPES ABOVE AND BELOW THE COMPLETED WALLS

SHALL BE CONSTRUCTED WITH 2:1 SLOPES.

5. FOR WALLS CONSTRUCTED IN CUTS; CUT AREA ABOVE WALL SHALL BE

CONSTRUCTED PRIOR TO CONSTRUCTING WALL

6. WALLS SHALL BE CONSTRUCTED ON AGGREGATE FOOTING OF

MINIMUM WIDTH OF 24 INCHES AND MINIMUM THICKNESS OF 6 INCHES.

7. WALLS SHALL BE CONSTRUCTED WITH A MINIMUM OF 12 INCHES OF

WALL BELOW FINISH GRADE.

8. WALLS SHALL BE CONSTRUCTED WITH TOP OF WALL A MINIMUM OF 2

INCHES ABOVE FINISH GRADE ON BACKSIDE.

9. WALLS SHALL BE CONSTRUCTED WITH LEVEL COURSES. TOP AND

BOTTOM OF WALL SHALL BE STEPPED AS NEEDED TO MAINTAIN

GRADES.

10. MAXIMUM EXPOSED WALL FACE ABOVE GRADE ON WALLS ON FILLS

SHALL BE 4.5 FEET HIGH; MAXIMUM EXPOSED WALL FACE ABOVE

GRADE ON WALLS IN CUTS SHALL BE 5.5 FEET HIGH.

END MIDDLE LOOP ROAD

AT KYLE PICNIC AREA

MAIN ROAD INTERSECTION

INSTALL SEGMENTED

RETAINING WALL #2

R

R

0'

X H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R R .K y le .R o a d s .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R .K y le .R o a d .P a rk in g .S e c ti o n s .d w g

H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R .K y le .C a m p g ro u n d S p u rs .d w g

SPUR

ASPHALT

LENGTH

ASPHALT

WIDTH

CUT

(CY)

FILL

(CY)

BORROW

(CY)

QUANTITIES

INCLUDE

FAMILY UNIT:

Host 77 16/10 68 11 0 NO

1 48 16 5 8 4 YES

2 87 16 57 53 14 YES

3 60 16 21 14 0 NO

4 60 16 13 6 0 NO

5 45/55 24 25 34 17 YES

6 63 16 2 25 23 NO

7&8 25/25 10/10 4 14 11 NO

9 90 20 36 7 0 NO

10 60/73 24 15 9 0 NO

11 60/60 24 135 0 0 NO

12 61 16 8 11 6 YES

13 65 16 21 13 0 YES

14 100 24 79 35 0 NO

15 65 16 7 12 7 YES

16 60/69 24 13 8 0 YES

17 115 24 99 4 0 NO

18 60/74/85 36 40 29 1 YES

19 60/61 12/12 22 13 0 YES

20 60 20 9 6 0 NO

21 60/60 12/12 29 28 7 YES

22 82 16 31 1 0 YES

23 26 16 13 5 0 YES

24 45 16 9 9 2 NO

25 67 16 15 7 0 NO

26 68 16 93 2 0 YES

27 40 16 * * * NO

WEST

RESTROOM

PULLOUT 27 16 0 24 23 N/AP

CUT QUANTITIES DO NOT INCLUDED PULVERIZED MATERIAL

* CUT/FILL QUANTITY INCLUDED IN ROAD.

PARKING SPUR TABLE

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R .K y le .C a m p g ro u n d S p u rs .d w g

H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s R .K y le .C u lv e rt s .d w g

E E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

X

E E

E E

P4

P3

P2

P5

P6

P8

P7

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. SEE SHEET D6 FOR TYPICAL PATH CROSS-SECTIONS.

3. CONSTRUCT THE "WEST PATH" AND "WEST PATH - BRIDGE CROSSING" SEGMENTS OF THE KYLE

WASH TRAIL ACCORDING TO THE FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY

GUIDELINES (FSORAG) AS SHOWN ON THE "P" SHEETS. THESE SEGMENTS SHALL BE CONSIDERED

"OUTDOOR RECREATION ACCESSIBILITY ROUTES" (ORAR).

THE STANDARDS FOR AN ORAR TRAIL INCLUDE:

5% GRADES FOR ANY DISTANCE

8.33% GRADES FOR UP TO 50 FEET

10% GRADES FOR UP TO 30 FEET

RESTING AREAS SHALL BE PROVIDED:

- EVERY 50' WHERE THE GRADE IS 5 TO 8.33%

- EVERY 30' WHERE THE GRADES ARE 8.33 TO 10%

RESTING AREAS SHALL BE 5' LONG WITH A MAXIMUM GRADE OF 3% IN ANY DIRECTION

REFER TO THE PUBLICATION FOR ADDITIONAL DETAILS.

4. CONSTRUCT THE "EAST PATH" SEGMENT OF THE KYLE WASH TRAIL ACCORDING TO THE FOREST

SERVICE TRAIL ACCESSIBILITY GUIDELINES (FSTAG) AS SHOWN ON THE "P" SHEETS.

THE STANDARDS FOR AN FSTAG TRAIL INCLUDE:

5% GRADES FOR ANY DISTANCE

8.33% GRADES FOR UP TO 200 FEET

10% GRADES FOR UP TO 30 FEET

12.5% GRADES FOR UP TO 10 FEET

RESTING AREAS SHALL BE PROVIDED:

- EVERY 200' WHERE THE GRADE IS 5 TO 8.33%

- EVERY 30' WHERE THE GRADES ARE 8.33 TO 10%

- EVERY 10' WHERE THE GRADES ARE 10 TO 12.5%

RESTING AREAS SHALL BE 5' LONG WITH A MAXIMUM GRADE OF 5% IN ANY DIRECTION

REFER TO THE PUBLICATION FOR ADDITIONAL DETAILS.

5. OTHER SEGMENTS OF THE TRAIL WILL BE CONSTRUCTED BY OTHERS (NOT IN CONTRACT). THE

COMPLETED KYLE WASH TRAIL WILL CONNECT VISITORS FROM THE MIDDLE KYLE CANYON

COMPLEX TO KYLE CANYON PICNIC AREA, FLETCHER VIEW CAMPGROUND AND THE FLETCHER VIEW

TRAILHEAD. INTENDED USE INCLUDES PEDESTRIAN AND BICYCLE USERS.

6. CUT AND FILL QUANTITIES FOR THE EAST PATH ARE APPROXIMATE. CUT AND FILL LINES THAT

EXTEND BEYOND THE SURVEYED CORRIDOR ARE NOT SHOWN.

7. SEE SHEET R12 FOR CULVERT DETAILS.

8. ALL CLEARING AND GRUBBING SHALL CONFORM TO SECTION 311000 IN THE SPECIFICATIONS. ALL

NON-SALVAGEABLE MATERIAL SHALL BE DISPOSED OF AT AN APPROVED LANDFILL.

9. ALL CUT AND FILL SLOPES SHALL BE SLOPED AT 2:1 UNLESS OTHERWISE INDICATED ON THE PLANS.

10. ALL CENTERLINE RADII ARE 50-FEET UNLESS SHOWN OTHERWISE.

11. CONCRETE BENCHES WITH PULLOUTS SHALL BE INSTALLED ALONG THE TRAIL AT DESIGNATED

LOCATIONS. LOCATIONS TO BE FIELD ADJUSTED DURING CONSTRUCTION. THE CONTRACTOR

SHALL STAKE BENCH LOCATIONS FOR APPROVAL BY THE CONTRACTING OFFICER. THE CONCRETE

BENCHES WILL BE GOVERNMENT FURNISHED.

12. ROCKERY WALLS AND FENCE LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED

BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

13. THE "EAST PATH" ON SHEETS P4-P8 HAS BEEN PIONEERED BY THE FOREST SERVICE. ADDITIONAL

CLEARING AND GRUBBING WILL NEED TO BE COMPLETED BY THE CONTRACTOR.

14. WHERE TERRAIN RESTRICTS THE TRAIL WIDTH ON SHEETS P4 TO P8, THE TRAIL CAN BE ADJUSTED

TO A WIDTH OF 5 FEET WITH CONTRACTING OFFICER APPROVAL.

KYLE CANYON PICNIC AREA

X H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

P M kmbower Typewritten Text

15. THE WEST PATH SHALL BE PAVED WITH ASPHALT. THE EAST PATH SHALL BE NATIVE SURFACE.

0.0%

-4.8%

-3.0%

-3.4%

-8.3%

S

TA

+0 0.

E

LE

V

7.

S

TA

+5 1.

E

LE

V

2.

S

TA

+4 1.

E

LE

V

2.

3LVC: 20

B V

C S

: 0 +8

2.

B V

C E

: 6

4.

E V

C S

: 1 +0

2.

E V

C E

: 6

4.

LVC: 20

B

V C

S : 2

+3 2.

B

V C

E : 6

9.

E V

C S

: 2 +5

2.

E V

C E

: 6

8.

LVC: 20

BVCS: 2+82.0

BVCE: 6945.9

EVCS: 3+02.0

EVCE: 6944.5

EXISTING GRADE

TOP OF SUBGRADE

APPROX. EXC. 40 CY (ROADWAY)

APPROX. EMB. 10 CY (ROADWAY)

APPROX. BORROW 0 CY (ROADWAY)

0+00

BEGIN "WEST PATH" TRAIL SEGMENT

BLEND TRANSITION TO EXISTING GRAVEL ROAD

0+03

INSTALL BOLLARD

1+46

INTERSECTION WITH "WEST PATH - BRIDGE CROSSING"

TRAIL SEGMENT

EXISTING WASTEWATER DRAINFIELDS

(DO NOT DISTURB OR DRIVE

EQUIPMENT OVER THIS AREA)

MODIFY EXISTING FENCE IF NECESSARY

FOR INSTALLATION OF PATHWAY

EXISTING FENCE

(APPROX. LOCATION)

"WEST PATH - BRIDGE CROSSING"

TRAIL SEGMENT

INSTALL BOLLARD, TYP

(SEE SHEET D12)

INSTALL BOLLARD, TYP

(SEE SHEET D12)

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

DAYLIGHT CUT (TYP)

DAYLIGHT FILL (TYP)

CONSTRUCT 6-FOOT

WIDE ASPHALT PATH

END "WEST PATH - BRIDGE CROSSING"

TRAIL SEGMENT. CONNECT TO

EXISTING FLETCHER VIEW TRAILHEAD

PARKING LOT.CONSTRUCT 6-FOOT

WIDE ASPHALT PATH

R35'

R15'

INSTALL NEW PEDESTRIAN BRIDGE

SEE BRIDGE DESIGN PACKAGE KYLE WASH

BEGIN "WEST PATH"

TRAIL SEGMENT

BEGIN "WEST PATH - BRIDGE CROSSING" TRAIL

SEGMENT AT INTERSECTION WITH "WEST PATH"

TRAIL SEGMENT. BLEND INTERSECTION.

"WEST PATH" TRAIL SEGMENT

R

50' (TYP)

FLOW

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

0.0%

-4.0%

-3.4%

-8.3%

-2.0% -1.1%

-5.0%

S

TA

+9 9.

E

LE

V

9.

S

TA

+1

1.

E

LE

V

9.

S

TA

+0 9.

E

LE

V

7.

S

TA

+1 5.

E

LE

V

5.

LVC: 20

B V

C S

: 5 +6

9.

B V

C E

: 6

7.

E V

C S

: 5 +8

9.

E V

C E

: 6

6.

LVC: 20

B V

C S

: 6 +4

0.

B V

C E

: 6

4.

E V

C S

: 6 +6

0.

E V

C E

: 6

3.

LVC: 20

B V

C S

: 6 +9

0.

B V

C E

: 6

1.

E V

C S

: 7 +1

0.

E V

C E

: 6

0.

EXISTING GRADE TOP OF SUBGRADE

APPROX. EXC. 85 CY (ROADWAY)

APPROX. EMB. 280 CY (ROADWAY)

APPROX. BORROW 220 CY (ROADWAY)

4+05

INSTALL CONCRETE

BENCH AND PULLOUT

7+76

INTERSECT BRIDGE WINGWALL

8+12

INSTALL

BOLLARD

8+16

END "WEST PATH" TRAIL SEGMENT. INSTALL

SMOOTH TRANSITION TO LOOP ROAD.

CONCRETE BRIDGE WINGWALL

INSTALL ROCKERY WALL, RIGHT

INSTALL FENCE AND ROCKERY WALL, LEFT

INSTALL FENCE, LEFT

7+68

INSTALL 24" CMP, CULVERT #4

INSTALL ROCKERY RETAINING WALLS

ON BOTH SIDES OF PATHWAY

(SEE SHEET D3)

SEE NOTE 3

CONSTRUCT 170 L.F. OF POST AND POLE FENCE

(SEE SHEET D17)

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

3. CONTOURS AND TREE LOCATIONS SHOWN FROM

STATION 3+00 TO 7+00 ARE APPROXIMATE.

CONTRACTOR TO STAKE LOCATION OF PATH

THROUGH THIS AREA FOR APPROVAL BY

CONTRACTING OFFICER. DO NOT DAMAGE OR

REMOVE ANY TREES IN THIS AREA.

DAYLIGHT CUT (TYP)

DAYLIGHT FILL (TYP)

CONSTRUCT 6-FOOT

WIDE ASPHALT PATH

INSTALL BOLLARD, TYP

(SEE SHEET D12)

KYLE WASH

END "WEST PATH"

TRAIL SEGMENT

"WEST PATH" TRAIL SEGMENT

R

TY

P)

INSTALL ROCKERY WALL IN

ORDER TO RETAIN TREE

INSTALL 24" CMP, CULVERT #4, SEE

SHEET R12. INSTALL AT LEAST 5' FEET

FROM WINGWALL FOUNDATION

FLOW

CONSTRUCT PATH OVER

BRIDGE WINGWALL

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

-1.8%

0.6% -3.4%

0.0%

8.3%

-8.3%

0.0%

-8.3%

-2.2%

-2.0% 0.0%

-5.4% 0.0%

S

TA

+0 0.

E

LE

V

4.

1 S

TA

+9 9.

E

LE

V

9.

S

TA

+1 3.

E

LE

V

9.

S

TA

+7 6.

E

LE

V

7.

S

TA

+8

8.

E

LE

V

7.

LVC: 25

B V

C S

: 5 +1

9.

B V

C E

: 6

6.

E V

C S

: 5 +4

4.

E V

C E

: 6

5.

LVC: 25

BVCS: 1+35.2

BVCE: 6851.7

EVCS: 1+60.2

EVCE: 6852.8

LVC: 25

BVCS: 1+64.4

BVCE: 6852.9

EVCS: 1+89.4

EVCE: 6852.5

LVC: 25

B V

C S

: 6 +2

7.

B V

C E

: 6

9.

E V

C S

: 6 +5

2.

E V

C E

: 6

9.

LVC: 25

B V

C S

: 4 +6

3.

B V

C E

: 6

7.

E V

C S

: 4 +8

8.

E V

C E

: 6

6.

LVC: 25

B V

C S

: 0 +3

0.

B V

C E

: 6

4.

E V

C S

: 0 +5

5.

E V

C E

: 6

5.

LVC: 25

B

V C

S : 2

+3 4.

B

V C

E : 6

1.

E V

C S

: 2 +5

9.

E V

C E

: 6

0.

LVC: 25

B V

C S

: 5 +8

4.

B V

C E

: 6

1.

E V

C S

: 6 +0

9.

E V

C E

: 6

0.

EXISTING GRADE

TOP OF SUBGRADE

APPROX. EXC. 150 CY (ROADWAY)

APPROX. EMB. 200 CY (ROADWAY)

APPROX. BORROW 90 CY (ROADWAY)

0+00

BEGIN "EAST PATH" TRAIL SEGMENT

INSTALL SMOOTH TRANSITION TO LOOP ROAD

3+05

INSTALL CONCRETE BENCH AND PULLOUT

6+82

INSTALL CONCRETE BENCH AND PULLOUT

4+68

INSTALL 24" CMP, CULVERT #6 5+88

INSTALL 24" CMP, CULVERT #7

0+47

INSTALL 24" CMP, CULVERT #5

INSTALL BOLLARD

(SEE SHEET D12)

INSTALL 24" CAMP, CULVERT #6

SEE SHEET R12

INSTALL 24" CMP, CULVERT #7

SEE SHEET R12

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

DAYLIGHT CUT (TYP)

DAYLIGHT FILL (TYP)

CONSTRUCT 6-FOOT

WIDE NATIVE PATH

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

BEGIN "EAST PATH" TRAIL SEGMENT AT

INTERSECTION WITH PICNIC AREA ROAD

R

50' (TYP)

INSTALL 24" CAMP, CULVERT #5

SEE SHEET R12

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

P M kmbower Typewritten Text

INTERPRETIVE PANEL PAD

(SEE SHEET D20)

kmbower Line kmbower Line

Polygon

-8.3%

-3.4%

-8.3%

0.0%

-8.3%

LVC: 50

B V

C S

: 8 +7

9.

B V

C E

: 6

5.

E V

C S

: 9 +2

9.

E V

C E

: 6

2.

LVC: 25

BVCS: 10+19.8

BVCE: 6806.4

EVCS: 10+44.8

EVCE: 6805.4

LVC: 50

B

V C

S : 7

+8 6.

B

V C

E : 6

9.

E V

C S

: 8 +3

6.

E V

C E

: 6

6.

LVC: 25

B V

C S

: 9 +8

6.

B V

C E

: 6

7.

E V

C S

: 1 0+

.2

E V

C E

: 6

6.

EXISTING GRADE

TOP OF SUBGRADE

APPROX. EXC. 110 CY (ROADWAY)

APPROX. EMB. 60 CY (ROADWAY)

APPROX. BORROW 0 CY (ROADWAY)

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

DAYLIGHT CUT (TYP)

CONSTRUCT 6-FOOT WIDE

NATIVE SURFACE PATH

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

R

TY

P)

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

-1.6%

-8.3%

-1.0% -3.4%

-5.3%

-8.3%0.0%

0.0% -2.6%

S

TA

5+

.2 E

LE

V

6.

S

TA

6+

.7 E

LE

V

8.

S

TA

1+

.0 E

LE

V

7.

S

TA

1+

.8 E

LE

V

7.

S

TA

7+

.0 E

LE

V

8.

LVC: 20

B V

C S

: 1 4+

.4

B V

C E

: 6

8.

E V

C S

: 1 4+

.4

E V

C E

: 6

7.

LVC: 25

B V

C S

: 1 2+

.2

B V

C E

: 6

3.

E V

C S

: 1 2+

.2

E V

C E

: 6

2.

LVC: 50

BVCS: 17+63.6

BVCE: 6766.9

EVCS: 18+13.6

EVCE: 6764.4

LVC: 20

B V

C S

: 1 4+

.8

B V

C E

: 6

9.

E V

C S

: 1 4+

.8

E V

C E

: 6

8.

LVC: 25

B V

C S

: 1 1+

.3

B V

C E

: 6

5.

E V

C S

: 1 2+

.3

E V

C E

: 6

4.

EXISTING GRADE

TOP OF SUBGRADE

APPROX. EXC. 230 CY (ROADWAY)

APPROX. EMB. 80 CY (ROADWAY)

APPROX. BORROW 0 CY (ROADWAY)

11+48

INSTALL CONCRETE

BENCH AND PULLOUT

16+92

INSTALL CONCRETE

BENCH AND PULLOUT

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

DAYLIGHT CUT (TYP)

DAYLIGHT FILL (TYP)

CONSTRUCT 6-FOOT WIDE

NATIVE SURFACE PATH

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

R

TY

P)

X H u m b o ld tT o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

-3.7%

-7.2%

-1.8%

-6.2%

7.1% 1.2% 0.0%

S

TA

0+

.0 E

LE

V

6.

S

TA

0+

.0

E

LE

V

6.

LVC: 50

B V

C S

: 2 0+

.7

B V

C E

: 6

7.

E V

C S

: 2 1+

.7

E V

C E

: 6

8.

LVC: 50

B V

C S

: 2 2+

.2

B V

C E

: 6

3.

E V

C S

: 2 3+

.2

E V

C E

: 6

0.

LVC: 50

B V

C S

: 1 8+

.6

B V

C E

: 6

0.

E V

C S

: 1 9+

.6

E V

C E

: 6

8.

LVC: 25

B V

C S

: 2 0+

.9

B V

C E

: 6

6.

E V

C S

: 2 0+

.9

E V

C E

: 6

6.

EXISTING GRADE

TOP OF SUBGRADE

APPROX. EXC. 120 CY (ROADWAY)

APPROX. EMB. 30 CY (ROADWAY)

APPROX. BORROW 0 CY (ROADWAY)

20+65

INSTALL CONCRETE

BENCH AND PULLOUT

NOTES:

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

DAYLIGHT CUT (TYP)

DAYLIGHT FILL (TYP)

CONSTRUCT 6-FOOT WIDE

NATIVE SURFACE PATH

INSTALL CONCRETE BENCH

WITH PULLOUTS (SEE SHEET D20)

R50' (TYP)

INSTALL CONCRETE BENCH

WITH PULLOUTS (SEE SHEET D20)

X H u m b o ld t T o iy a b e K y le C a m p g ro u n d R e c o n s tr u c ti o n .2 D ra w in g s P P .K y le .P a th s .d w g

1. SEE SHEET S1 FOR LEGEND.

2. NOTES ON SHEET P1 APPLY.

DAYLIGHT CUT (TYP)

DAYLIGHT FILL (TYP)

CONSTRUCT 6-FOOT WIDE

NATIVE SURFACE PATH

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

END "EAST PATH" TRAIL SEGMENT

CONNECT TO EXISTING PATH WITH

SMOOTH TRANSITION

R

50' (TYP)

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)

X H u m b o ld t T o iy a b…