Porcupine Springs Horse Drawings.pdf

CAP LINE AND INSTALL

HYDRANT PER DETAILS ON

SHEET 13

REMOVE HYDRANT

GROUT END OF PIPE

H

V

EXISTING 1 1/2-INCH HDPE WATERLINE

APPROXIMATELY 30-INCH

DEPTH

EXISTING 1 1/2-INCH HDPE

WATERLINE APPROXIMATELY

30-INCH DEPTH

CONNECT TO EXISTING EXISTING LINE.

INSTALL 1 1/2-INCH HDPE TEE

INSTALL APPROXIMATELY 82 FEET

OF 1 1/2-INCH HDPE. SLOPE TO DRAIN.

H

INSTALL HYDRANT PER DETAILS

ON SHEET 13

INSTALL BULLETIN BOARD PER DETAILS ON SHEET 10

INSTALL FEE TUBE PER DETAIL

FACILITY CONSTRUCTION LEGEND

CAMPING UNIT - SINGLE PER DETAILS

CAMPING UNIT DOUBLE PER DETAILS

TENT PAD PER DETAILS

PRECAST CONCRETE CURB PER DETAIL

BARRIER ROCK (AS STAKED) PER SHEET 11 DETAILS

BULLETIN BOARD PER SHEET 10 DETAILS

FEE TUBE PER DETAIL

UNIT NUMBER SIGN PER DETAIL

HYDRANT PER SHEET 13 DETAILS

VALVE PER DETAIL

1 12-INCH HDPE SDR 11 WATERLINE PER DETAIL

EDGE OF PROPOSED GRAVEL TRAVEL WIDTH

EXISTING COMFORT STATION.

AVAILABLE FOR CONTRACTOR USE

EXISTING HORSE CORRAL

EXISTING HORSE GROUP

CAMPGROUND

T

INSTALL BARRIER ROCKS AS STAKED

H

V

NOTES:

1. CONTRACTOR RESPONSIBLE FOR CONSTRUCTION STAKING. STAKEOUT POINTS WILL

BE PROVIDED UPON AWARD.

2. ACCESSIBLE PATHS (MAXIMUM 5% SLOPE) SHALL INTERCONNECT EACH SITE'S

CAMPING SPUR, CAMPING UNIT, AND TENT PAD(S). CONSTRUCT PATHS PER DETAILS

3. CAMPING UNIT AND TENT PAD LOCATIONS MAY CHANGE IN THE FIELD DEPENDENT ON

GROUND CONDITIONS.

4. CONTOUR INTERVALS ARE AT 1 FOOT.

5. ALL TREES ARE NOT SHOWN. ONLY SELECT TREES NEAR SPUR LOCATIONS WERE

SURVEYED.

6. GROUT ENDS OF ABANDONED WATERLINES.

TREE TO BE SAVED

C

C

E

C

E

C

D

C

C

B

B

A

EXISTING FACILITY LEGEND

EXISTING WATERLINE

EDGE OF EXISTING GRAVEL TRAVEL WIDTH

CONTROL POINT

EXISTING LODGEPOLE OR SUBALPINE FIR

EXISTING ASPEN

ACCESSIBLE TRAIL APPROXIMATELY

FIRST 20 FT WILL BE A THROUGH CUT

A

B

SPUR #E1 (SINGLE)

SPUR #E2 (SINGLE)

SPUR #E3 (SINGLE)

SPUR #E4 (DOUBLE)

INSTALL VALVE PER DETAIL

1 FOOT FROM EXISTING

HDPE WATERLINE

B

C.P. #2

C.P. #1

C.P. #3

C.P. #4

C.P. #2

C.P. #8

C.P. #6 C.P. #9

C.P. #10

SALVAGED TIMBER

LOCATION

TREE LINETREE LINE

STAGING AREA

NOTES:

1. ESTIMATED QUANTITIES (ALL QUANTITIES ARE IN-PLACE) FOR ROAD AND SPUR WORK:

EXCAVATION: 353 CY.

EMBANKMENT: 225 CY.

SURFACE AGGREGATE: 260 CY

2. ESTIMATED SURFACE AGGREGATE QUANTITIES (ALL QUANTITIES ARE IN-PLACE) FOR

CAMPING UNITS, HYDRANT PADS, AND PATHS:

UNIT PADS: 21 CY

HYDRANT PADS: 5 CY

PATHS: 4 CY

3. TOPSOIL SHALL BE PRESERVED IN ALL DISTURBED AREAS AND USED TO FINISH FILLS

AND CUTS TO AID IN REVEGETATION.

4. EXISTING STAKING IN FIELD IS A P-LINE SURVEY AND SHOULD NOT BE USED FOR

CONSTRUCTION PURPOSES.

5. SOME OF THE CLEARING AND GRUBBING HAS ALREADY OCCURRED FOR THE ROAD

AND SPURS.

DITCHDITCH

DITCH

DITCH

DITCH

10' WIDE BY 45 FT

PARKING AREA

2% CROSS SLOPE

E levation E le va tio n

Station

SPUR #E2 PROFILE

72.50

80.00

72.50

80.00

0+00.00 1+00.00 1+53.89

-3.11% -5.01%

-2.00% -6.12%

-4.58%

GRADE BREAK STA = 1+29.00

ELEV = 74.60

E N

D O

F S

P U

R S

TA

+5

3.

E

LE

V

3.

GRADE BREAK STA =0+25.08

ELEV = 78.960

GRADE BREAK STA=0+56.73

ELEV = 77.37

GRADE BREAK STA =0+96.73

ELEV = 76.57

R O

A D

+8

7.

S

P U

R

E

0+

E

LE

V

9.

E levation E le va tio n

Station

SPUR #E1 PROFILE

95.00

100.00

95.00

100.00

0+00.00 0+74.00

8.62% 5.00%

2.00%

END OF SPUR STA = 0+63.84

ELEV = 98.67

GRADE BREAK STATION = 0+12.80

ELEV = 97.32

GRADE BREAK STATION=0+23.85

ELEV = 97.87

ROAD STA 1+34.32 =

SPUR #E1 0+00

ELEV = 96.22

E levation E le va tio n

Station

SPUR #E3 PROFILE

72.50 72.50 0+00.00 0+90.78

4.34% -0.71%

GRADE BREAK STATION =0+19.77

ELEV = 74.71

END OF SPUR STA =0+90.77

ELEV = 74.19

ROAD 5+13.16 =

SPUR #E3 0+00.00

ELEV = 73.94

E levation E le va tio n

Station

SPUR #E4 PROFILE

67.50

70.00

67.50

70.00

0+00.00 0+74.46

5.99% 5.00% 2.00%

GRADE BREAK STATION=0+12.20

ELEV = 69.89

GRADE BREAK STATION =0+24.46

ELEV = 70.50

END OF SPUR STA =0+74.46

ELEV = 71.50

ROAD 6+46.61 = SPUR #E4 0+00.00

ELEV = 69.16

RADIUS 25 FT.

RADIUS 25 FT.

RADIUS 5 FT.

RADIUS 25 FT.

SPUR #E1SPUR #E2

SPUR #E4

SPUR #E3

RADIUS 5 FT.

NOTES:

1. CONSTRUCT SPURS E1, E3, AND E4 PER DETAILS

2. RADIUSES SHOWN ARE EDGE OF ROAD RADIUSES. CENTERLINE

RADIUSES WILL BE PROVIDED AS PART OF THE STAKEOOUT INFORMATION.

A

B

ESTIMATED QUANTITIES:

EXC: 36 CY

EMB: 10 CY

ESTIMATED QUANTITIES:

EXC: 5 CY

EMB: 78 CY

MATCH ROAD GRADE BETWEEN STATIONS 0+00 AND

0+25.20 AND BETWEEN STATIONS 1+29.13 AND 1+53.89

MATCH ROAD GRADE BETWEEN

STATIONS 0+00 AND 0+12.80

ESTIMATED QUANTITIES:

EXC: 16 CY

EMB: 6 CY

MATCH ROAD GRADE BETWEEN

STATIONS 0+00 AND 0+15.02

ESTIMATED QUANTITIES:

EXC: 86 CY

EMB: 0 CY

MATCH ROAD GRADE BETWEEN

STATIONS 0+00 AND 0+10.59

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

R O

A D

+2

6.