AMEND 002 - Attach 2 - Kyle Dwg Final Rev1 06 22 2012 Signed_changesONLY.pdf

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

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 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

NATIVE SURFACE 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

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

W

45685

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)

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.

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

SURFACE.

KYLE CANYON PICNIC AREA

-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

VC

S:

+1 9.

B

VC

E:

6.

E

VC

S:

+4 4.

E

VC

E:

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

VC

S:

+2 7.

B

VC

E:

9.

E

VC

S:

+5 2.

E

VC

E:

9.

LVC: 25

B

VC

S:

+6 3.

B

VC

E:

7.

E

VC

S:

+8 8.

E

VC

E:

6.

LVC: 25

B

VC

S:

+3 0.

B

VC

E:

4.

E

VC

S:

+5 5.

E

VC

E:

5.

LVC: 25

B

VC

S:

+3

4.

B

VC

E:

1.

E

VC

S:

+5 9.

E

VC

E:

0.

LVC: 25

B

VC

S:

+8 4.

B

VC

E:

1.

E

VC

S:

+0 9.

E

VC

E:

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

CONSTRUCT INTERPRETIVE

PANEL PAD (SEE SHEET D20)

-8.3%

-3.4%

-8.3%

0.0%

-8.3%

LVC: 50

B

VC

S:

+7 9.

B

VC

E:

5.

E

VC

S:

+2 9.

E

VC

E:

2.

LVC: 25

BVCS: 10+19.8

BVCE: 6806.4

EVCS: 10+44.8

EVCE: 6805.4

LVC: 50

B

VC

S:

+8

6.

B

VC

E:

9.

E

VC

S:

+3 6.

E

VC

E:

6.

LVC: 25

B

VC

S:

+8 6.

B

VC

E:

7.

E

VC

S : 1

0+

.2 E

VC

E:

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)

-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

VC

S : 1

4+

.4 B

VC

E:

8.

E

VC

S : 1

4+

.4 E

VC

E:

7.

LVC: 25

B

VC

S : 1

2+

.2 B

VC

E:

3.

E

VC

S : 1

2+

.2 E

VC

E:

2.

LVC: 50

BVCS: 17+63.6

BVCE: 6766.9

EVCS: 18+13.6

EVCE: 6764.4

LVC: 20

B

VC

S : 1

4+

.8 B

VC

E:

9.

E

VC

S : 1

4+

.8 E

VC

E:

8.

LVC: 25

B

VC

S : 1

1+

.3 B

VC

E:

5.

E

VC

S : 1

2+

.3 E

VC

E:

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)

-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

VC

S : 2

0+

.7 B

VC

E:

7.

E

VC

S : 2

1+

.7 E

VC

E:

8.

LVC: 50

B

VC

S : 2

2+

.2 B

VC

E:

3.

E

VC

S : 2

3+

.2 E

VC

E:

0.

LVC: 50

B

VC

S : 1

8+

.6 B

VC

E:

0.

E

VC

S : 1

9+

.6 E

VC

E:

8.

LVC: 25

B

VC

S : 2

0+

.9 B

VC

E:

6.

E

VC

S : 2

0+

.9 E

VC

E:

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)

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)

END "EAST PATH" TRAIL SEGMENT

CONNECT TO EXISTING PATH WITH

SMOOTH TRANSITION

R

50' (TYP)

INSTALL CONCRETE BENCH WITH PULLOUTS

(SEE SHEET D20)