Attachment_2-Hilltop_Plans.pdf
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Attachment 2 12026119R0003
POINT TABLE POINT TABLE
POINT# NORTHING EASTING ELEVATION POINT# NORTHING EASTING
1 13186700 49 2050738 89 8303 95 21 13186480.91 2051584.82
2 13186726.65 2050945.50 8289.20 22 13186501.55 2051473.11
3 13186741.16 2051258.59 8285.13 23 13186562.12 2051355.83
4 13186657.17 2050817.16 8298.54 24 13186546.91 2051212.72
5 13186714.94 2050813.23 8297.44 25 13186523.37 2051008.60
6 13186719.43 2050993.00 8287.82 26 13186451.85 2050980.56
7 13186744.47 2051046.22 8287.12 27 13186246.18 2051085.57
8 13186742.66 2051125.97 8286.72 28 13186116.97 2051140.19
9 13186730.00 2051210.94 8286.06 29 13185995.52 2051012.64
10 13186721.22 2051278.60 8283.37 30 13186031.10 2050807.58
11 13186693.92 2051378.71 8278.67 31 13186035.03 2050646.86
12 13186731.64 2051492.11 8280.89 32 13186080.82 2050553.93
13 13186754.72 2051597.21 8279.66 33 13186074.41 2050436.99
14 13186769.74 2051666.16 8273.08 34 13185865. 11 2050381.14
15 13186773.17 2051759.90 8263.82 35 13185948.26 2050342.86
16 13186927.46 2051925.63 8248.48 36 13186098.24 2050363.61
17 13186830.68 2051939.74 8239.79 37 13186195.35 2050531.77
18 13186728. 78 2051917.37 8232.93 38 13186267.85 2050625.61
19 13186598.69 2051863.61 8228.89 39 13186291.42 2050713.23
20 13186528.38 2051799.34 8227.08 40 13186377.74 2050753.90
NOTES:
TS ARE IN THE ROADWAY AND 1. NOTE TO SURVEYORS: MOST CONTROL POIN
MAY BE DESTROYED DURING CONSTRUCTION.
ELEVATION
8232.78
8242.30
8256.37
8256.49
8259.96
8264.54
8283.50
8284.43
8278.38
8290.13
8294.49
8299.78
8299.56
8306.58
8310.79
8319.08
8329.98
8331.09
8322.71
8314.80
POINT TAB LE
POINT# NORTHING
41 13186586.46
42 13186224.52
43 13186166.64
48 13186031.10
49 13186354.37
50 13186827.25
70 13186246.18
9997 13186278.48
,& 1 &s
·�·�41 .
1\&40 . .
&48
EASTI NG ELEVATION
205073 5.37 830821
205075 1.09 8317.77
205082 8.88 8311.19
205080 7.58 8289.79
205103 8.58 8273.83
205161 0.57 8280.51
205108 5.57 8284.20
20505 34.27 8341.78
• 2
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75' r---------� . �22
0 75'
United States Department of Agriculture Forest Service
R4
INTERMOUNT AIN REGION
f'RO,JFCT NAMF
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
SURVEY CONTROL
POINTS
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
$.BREWER
DRAWN G2
S.BREWER
CHECKED
K.WILMOT
SHEET2 OF 41
PROJECT NO.
SNQC07
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DEMOLITION PLAN
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
DE1
L
U
C
K
Y
S
T
R
I
E
R
O
A
D
Attachment 2 12026119R0003
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AutoCAD SHX Text NOTES: : 1. THE COMPLETENESS OR ACCURACY OF THE LOCATIONS OF FEATURES SHOWN THE COMPLETENESS OR ACCURACY OF THE LOCATIONS OF FEATURES SHOWN CANNOT BE GUARANTEED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING THE FOLLOWING THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING THE FOLLOWING FEATURES AND CONSTRUCTED ELEMENTS WITHIN THE CAMPGROUND, INCLUDING: SITE FURNISHINGS (TABLES, GRILLS, FIRE RINGS, CONCRETE, UNIT MARKERS) RETAINING STRUCTURES REGULATORY SIGNS AND ASSOCIATED CONCRETE KIOSKS AND BULLETIN BOARDS AND ASSOCIATED CONCRETE CURB STOPS ASPHALT PAVEMENTS STAIRS CULVERTS WATER LINE (WHERE ENCOUNTERED) WATER SYSTEM FEATURES (VALVES, DRAINS, UNDERGROUND BOXES, HYDRANTS, HYDRANT POSTS, DRAIN GRATES, ETC.) WATER LINES ARE TO BE CAPPED BELOW GROUND WHEN ENCOUNTERED. SEWER SYSTEM FEATURES (MANHOLES, SEPTIC TANK ARE TO BE PUMPED AND CRUSHED AND BURIED IN PLACE, LEACH LINES. AND OTHER ITEMS DESIGNATED TO BE REMOVED 3. NOT ALL ITEMS DESIGNATED TO BE REMOVED ARE SHOWN ON THIS SHEET. NOT ALL ITEMS DESIGNATED TO BE REMOVED ARE SHOWN ON THIS SHEET. ADDITIONAL DEMOLITION ITEMS MAY BE SHOWN ON OTHER SHEETS. 4. THE CONTRACTOR SHALL PULVERIZE ASPHALT ROADS, PARKING AREAS, SPURS AND THE CONTRACTOR SHALL PULVERIZE ASPHALT ROADS, PARKING AREAS, SPURS AND PATHS AND RE-USE FOR ROAD BASE FOR NEW ASPHALT ROAD CONSTRUCTION. 5. AFTER REMOVAL OF ASPHALT AND ROAD BASE MATERIAL, ALL AREAS PREVIOUSLY AFTER REMOVAL OF ASPHALT AND ROAD BASE MATERIAL, ALL AREAS PREVIOUSLY DISTURBED AND NOT BE REBUILT ON SHALL BE: OBLITERATED BY RIPPING SUBGRADE TO A DEPTH OF 12" AND PLACE MULCH ON TOP RECONTOURED TO MATCH SURROUNDING GROUND BLOCKED FROM ACCESS WITH NEARBY NATURAL MATERIALS (I.E. BOULDERS) 6. THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS OFF OF GOVERNMENT PROPERTY THE CONTRACTOR SHALL DISPOSE OF ALL ITEMS OFF OF GOVERNMENT PROPERTY IN A LEGAL LANDFILL. 7. DISPOSAL AREA FOR SLASH AND CUT MATERIAL IS LOCATED AT THE LEE BORROW DISPOSAL AREA FOR SLASH AND CUT MATERIAL IS LOCATED AT THE LEE BORROW PIT. DIRECTIONS FROM HILLTOP CAMPGROUND (TOTAL MILEAGE IS 8), TURN NORTH ON HWY 158/DEER CREEK HWY, TURN RIGHT ON HWY 156/LEE CANYON ROAD FOR 3.8 MILES, TURN LEFT ON FS ROAD 995 (LAT: 36.3816 LONG: -115.6115). COR TO APPROVE LOCATION AND PLACEMENT WITHIN THE PIT. LOGS 8" IN DIAMETER AND LARGER WILL BE PLACED AT THE KYLE CANYON BORROW PIT. DIRECTIONS FROM HILLTOP CAMPGROUND (TOTAL MILEAGE IS 7), TURN SOUTH ON HWY 158/DEER CREEK HWY, TURN LEFT ON HWY 157/KYLE CANYON ROAD FOR 3.3 MILES, TURN RIGHT AT FS GATE (LAT: 36.267084, LONG: -115.566428).
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REMOVE ASPHALT CURB, TYP.
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REMOVE KIOSK
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REMOVE CULVERTS, TYP.
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REMOVE FAMILY SITE INCLUDING: TABLES, GRILLS, FIRE RINGS, CONCRETE, TYP.
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REMOVE UNIT MARKERS, TYP.
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REMOVE SIGNS, TYP.
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REMOVE FLUSH COMFORT STATION BUILDINGS AND CAP WATERLINE.
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REMOVE TIRE RIPPERS
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REMOVE SEPTIC TANK AND LEACH LINES, EXACT LOCATIONS ARE UNKNOWN, TYP.
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CAMPGROUND I.D SIGN AND ENTRANCE GATE TO REMAIN
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REMOVE STAIRS, TYP.
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REMOVE RETAINING WALLS, TYP.
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REMOVE HYDRANTS, TYP
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REMOVE DUMPSTER PADS, TYP
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REMOVE TOILET AND SHOWER BUILDING.
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TO DEER CREEK ROAD - STATE ROUTE 158
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TO SPRING MOUNTAIN YOUTH CAMP AND ANGEL PEAK
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PULVERIZE ASPHALT ROAD, TYP.
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REMOVE PROPANE TANK AND SLAB.
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SALVAGE FEE TUBE
DRAWING TITLE
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN OVERVIEW
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S1
LUCKY STRIKE ROAD
Attachment 2 12026119R0003
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SHEET S5
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LOOP ROAD
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AutoCAD SHX Text GENERAL NOTES: : 1. SEE 'S' SHEETS FOR SITE PLAN AND PATH LENGTHS AND LOCATIONS. SEE 'S' SHEETS FOR SITE PLAN AND PATH LENGTHS AND LOCATIONS. 2. SEE 'R' SHEETS FOR ROAD DESIGN AND CULVERT SIZES AND LOCATIONS. SEE 'R' SHEETS FOR ROAD DESIGN AND CULVERT SIZES AND LOCATIONS. 3. SEE SHEET "D12" FOR SIGN INSTALLATION DETAILS. SEE SHEET "D12" FOR SIGN INSTALLATION DETAILS. 4. UNIT MARKERS SHALL BE INSTALLED AT EACH FAMILY UNIT SITE AND UNIT MARKERS SHALL BE INSTALLED AT EACH FAMILY UNIT SITE AND CORRELATE TO THE NUMBERS ASSIGNED ON THE DRAWINGS. 5. CONTRACTOR SHALL ONLY STAGE EQUIPMENT ON ROADS WITHIN THE CONTRACTOR SHALL ONLY STAGE EQUIPMENT ON ROADS WITHIN THE CAMPGROUND OR IN DESIGNATED AREAS APPROVED BY COR. 6. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE COR. 7. LOCATION AND ORIENTATION OF ALL STRUCTURES, FAMILY UNITS, TOILET LOCATION AND ORIENTATION OF ALL STRUCTURES, FAMILY UNITS, TOILET BUILDINGS, KIOSK PADS, ETC. SHALL BE APPROVED BY THE COR PRIOR TO INSTALLATION. 8. TENT PADS ARE TO BE STAKED BY CONTRACTOR AND APPROVED BY COR. TENT PADS ARE TO BE STAKED BY CONTRACTOR AND APPROVED BY COR. LOCATIONS ARE TO BE SELF BALANCED (CUT AND FILL). PATHS TO TENT PADS ARE TO MATCH ACCESSIBILITY OF FAMILY UNIT PATHS FOR EACH SITE. 9. CLEARING LIMITS SHALL BE AS NOTED IN THE SPECIFICATIONS. THE 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 REPRESENTATIVE. 10. THE CONTRACTOR SHALL OBTAIN A DUST PERMIT FROM CLARK COUNTY THE CONTRACTOR SHALL OBTAIN A DUST PERMIT FROM CLARK COUNTY AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE STATE OF NEVADA.
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AutoCAD SHX Text LEGEND (CONT'D) (CONT'D) (CONT'D) DUMPSTER PAD SIGN BARRIER ROCK RETAINING WALL RIP RAP EXISTING VEGETATION
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TO DEER CREEK ROAD - STATE ROUTE 158
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TO SPRING MOUNTAIN YOUTH CAMP AND ANGEL PEAK
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ONE WAY ENTRANCE
HILLTOP CAMPGROUND ENTRANCE
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CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN OVERVIEW
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S1
LUCKY STRIKE ROAD
Attachment 2 12026119R0003
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SHEET S5
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AutoCAD SHX Text GENERAL NOTES: : 1. SEE 'S' SHEETS FOR SITE PLAN AND PATH LENGTHS AND LOCATIONS. SEE 'S' SHEETS FOR SITE PLAN AND PATH LENGTHS AND LOCATIONS. 2. SEE 'R' SHEETS FOR ROAD DESIGN AND CULVERT SIZES AND LOCATIONS. SEE 'R' SHEETS FOR ROAD DESIGN AND CULVERT SIZES AND LOCATIONS. 3. SEE SHEET "D12" FOR SIGN INSTALLATION DETAILS. SEE SHEET "D12" FOR SIGN INSTALLATION DETAILS. 4. UNIT MARKERS SHALL BE INSTALLED AT EACH FAMILY UNIT SITE AND UNIT MARKERS SHALL BE INSTALLED AT EACH FAMILY UNIT SITE AND CORRELATE TO THE NUMBERS ASSIGNED ON THE DRAWINGS. 5. CONTRACTOR SHALL ONLY STAGE EQUIPMENT ON ROADS WITHIN THE CONTRACTOR SHALL ONLY STAGE EQUIPMENT ON ROADS WITHIN THE CAMPGROUND OR IN DESIGNATED AREAS APPROVED BY COR. 6. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE COR. 7. LOCATION AND ORIENTATION OF ALL STRUCTURES, FAMILY UNITS, TOILET LOCATION AND ORIENTATION OF ALL STRUCTURES, FAMILY UNITS, TOILET BUILDINGS, KIOSK PADS, ETC. SHALL BE APPROVED BY THE COR PRIOR TO INSTALLATION. 8. TENT PADS ARE TO BE STAKED BY CONTRACTOR AND APPROVED BY COR. TENT PADS ARE TO BE STAKED BY CONTRACTOR AND APPROVED BY COR. LOCATIONS ARE TO BE SELF BALANCED (CUT AND FILL). PATHS TO TENT PADS ARE TO MATCH ACCESSIBILITY OF FAMILY UNIT PATHS FOR EACH SITE. 9. CLEARING LIMITS SHALL BE AS NOTED IN THE SPECIFICATIONS. THE 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 REPRESENTATIVE. 10. THE CONTRACTOR SHALL OBTAIN A DUST PERMIT FROM CLARK COUNTY THE CONTRACTOR SHALL OBTAIN A DUST PERMIT FROM CLARK COUNTY AND NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE STATE OF NEVADA.
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TO DEER CREEK ROAD - STATE ROUTE 158
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TO SPRING MOUNTAIN YOUTH CAMP AND ANGEL PEAK
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ONE WAY ENTRANCE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN - A
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S2
L
U
C
R
I
A
D
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INSTALL SINGLE FAMILY UNIT, (TYP)
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MODIFY EXISTING GATE TO REMAIN. (SEE SHEET R11)
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CONSTRUCT SINGLE SPUR, TYP. (SEE "R" SHEETS)
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INSTALL WHEEL STOP, TYP
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INSTALL DIRECTIONAL ARROW, TYP
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INSTALL UNIT MARKER, TYP
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INSTALL DOUBLE VAULT COMFORT STATION
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(SEE SHEET S4)
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INSTALL UTILITY BUILDING
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INSTALL DOUBLE FAMILY UNIT
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CONSTRUCT PARKING AREA (SEE "R" SHEETS)
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INSTALL CULVERT, TYP (SEE "R" SHEETS)
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CONSTRUCT DOUBLE SPUR, (SEE "R" SHEETS)
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CONSTRUCT RETAINING WALL, (TYP.)
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TO DEER CREEK ROAD - STATE ROUTE 158
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EXISTING CAMPGROUND I.D SIGN TO REMAIN
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CONSTRUCT ASPHALT CURB (SEE "R" SHEETS)
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CONSTRUCT DUMPSTER PAD
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CONSTRUCT 6.5' PATH, TYP.
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INSTALL 1'W X WIDTH OF ROAD STOP BAR.
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INSTALL SIGN #1
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INSTALL SIGN #1
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CONSTRUCT 23' PATH
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CONSTRUCT 11' PATH WITH 6-STEP STAIR
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CONSTRUCT 26' PATH WITH 3 2-STEP STAIRS
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CONSTRUCT TENT PAD AND TENT PAD PATH. SEE NOTE 8 ON SHEET S1, TYP.
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CONSTRUCT 23' PATH
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INSTALL SIGN #5
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INSTALL SIGN #6
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N: 13186635.3335 E: 2050787.5731 FINISH ELEV: 8288.7
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N: 13186547.2983 E: 2050558.5595 FINISH ELEV: 8311.39
AutoCAD SHX Text
CONSTRUCT 40' PATH
AutoCAD SHX Text
INSTALL SIGN #13
AutoCAD SHX Text D12
D7
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN - B
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S3
Attachment 2 12026119R0003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H1
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text NOTES: 1. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.
AutoCAD SHX Text
INSTALL SINGLE FAMILY UNIT, TYP.
AutoCAD SHX Text
CONSTRUCT SINGLE SPUR, TYP (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL WHEEL STOP, TYP.
AutoCAD SHX Text
INSTALL DIRECTIONAL ARROW, TYP.
AutoCAD SHX Text
INSTALL UNIT MARKER, TYP.
AutoCAD SHX Text D5
AutoCAD SHX Text D1
AutoCAD SHX Text D5
AutoCAD SHX Text
(SEE SHEET S2)
AutoCAD SHX Text
CONSTRUCT 59' PATH WITH 9-STEP STAIRS AND 12-STEP STAIRS
AutoCAD SHX Text D10
AutoCAD SHX Text
(SEE SHEET S4)
AutoCAD SHX Text
CONSTRUCT RETAINING WALL, TYP. (SEE R" SHEETS)
AutoCAD SHX Text
CONSTRUCT HOST SITE (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL KIOSK AND FEE TUBE
AutoCAD SHX Text D6
AutoCAD SHX Text D6
AutoCAD SHX Text D13
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT KIOSK PULLOUT (SEE "R" SHEETS)
AutoCAD SHX Text
CONSTRUCT TENT PAD AND TENT PAD PATH. SEE NOTE 8 ON SHEET S1, TYP.
AutoCAD SHX Text
CONSTRUCT 31' PATH WITH 12-STEP STAIRS AND 4-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 41' PATH WITH 5-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text
INSTALL SIGN #9
AutoCAD SHX Text D12
AutoCAD SHX Text
INSTALL SIGN #11
AutoCAD SHX Text D12
AutoCAD SHX Text
INSTALL SIGN #2
AutoCAD SHX Text D12
AutoCAD SHX Text
INSTALL SIGN #3 AND #12
AutoCAD SHX Text
CONSTRUCT 7' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 15.2' PATH WITH 8-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text
N: 13186405.0485 E: 2050485.0931 FINISH ELEV: 8322.04
AutoCAD SHX Text
N: 13186378.8348 E: 2050424.9020 FINISH ELEV: 8327.25
AutoCAD SHX Text
N: 13186344.9576 E: 2050267.1372 FINISH ELEV: 8344.43
AutoCAD SHX Text
N: 13186427.7078 E: 2050310.3265 FINISH ELEV: 8341.68
AutoCAD SHX Text
N: 13186486.4234 E: 2050364.2057 FINISH ELEV: 8334.81
AutoCAD SHX Text
INSTALL CULVERT (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL RIP RAP FOR EROSION CONTROL, TYP. (SEE "R" SHEETS)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN - C
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S4
Attachment 2 12026119R0003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text NOTES: 1. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text
INSTALL SINGLE FAMILY UNIT, TYP.
AutoCAD SHX Text
CONSTRUCT SINGLE SPUR, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL WHEEL STOP, TYP.
AutoCAD SHX Text
INSTALL UNIT MARKER, TYP.
AutoCAD SHX Text D6
AutoCAD SHX Text D1
AutoCAD SHX Text D5
AutoCAD SHX Text
(SEE SHEET S2)
AutoCAD SHX Text
INSTALL DOUBLE FAMILY UNIT, TYP.
AutoCAD SHX Text D1
AutoCAD SHX Text
(SEE SHEET S5)
AutoCAD SHX Text
CONSTRUCT RETAINING WALL (SEE 'R' SHEETS)
AutoCAD SHX Text
(SEE SHEET S3)
AutoCAD SHX Text
CONSTRUCT DOUBLE SPUR (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL CULVERT, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
CONSTRUCT 37.5' PATH WITH 5-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text D13
AutoCAD SHX Text
CONSTRUCT TENT PAD AND TENT PAD PATH. SEE NOTE 8 ON SHEET S1, TYP.
AutoCAD SHX Text
CONSTRUCT 17.5' PATH
AutoCAD SHX Text
CONSTRUCT 2' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 23' PATH WITH 2-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 21' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 6' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 14' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 19' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
N: 13186517.6647 E: 2050503.5852 FINISH ELEV: 8318.60
AutoCAD SHX Text
N: 13186570.6561 E: 2050427.3858 FINISH ELEV: 8321.68
AutoCAD SHX Text
N: 13186827.8262 E: 2050522.2739 FINISH ELEV: 8270.29
AutoCAD SHX Text
N: 13186884.0362 E: 2050577.7659 FINISH ELEV: 8261.97
AutoCAD SHX Text
N: 13186967.9072 E: 2050452.2450 FINISH ELEV: 8286.00
AutoCAD SHX Text
N: 13186843.9376 E: 2050293.8777 FINISH ELEV: 8308.74
AutoCAD SHX Text
N: 13186922.5881 E: 2050300.6332 FINISH ELEV: 8298.16
AutoCAD SHX Text
N: 13187005.4259 E: 2050369.3009 FINISH ELEV: 8291.20
AutoCAD SHX Text
INSTALL RIP RAP FOR EROSION CONTROL, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text D7
AutoCAD SHX Text
INSTALL SIGN #1
D12
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN - D
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S5
Attachment 2 12026119R0003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text T2
AutoCAD SHX Text T4
AutoCAD SHX Text D3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text T2
AutoCAD SHX Text T4
AutoCAD SHX Text D3
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text NOTES: 1. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text
INSTALL SINGLE FAMILY UNIT, TYP.
AutoCAD SHX Text
CONSTRUCT SINGLE SPUR, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL WHEEL STOP, TYP.
AutoCAD SHX Text
INSTALL UNIT MARKER, TYP.
AutoCAD SHX Text D6
AutoCAD SHX Text D1
AutoCAD SHX Text D5
AutoCAD SHX Text
(SEE SHEET S4)
AutoCAD SHX Text
CONSTRUCT RETAINING WALL, TYP. (SEE 'R' SHEETS)
AutoCAD SHX Text
INSTALL CULVERT, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
(SEE SHEET S6)
AutoCAD SHX Text
INSTALL DOUBLE VAULT COMFORT STATION, TYP.
AutoCAD SHX Text
CONSTRUCT DUMPSTER PAD
AutoCAD SHX Text
INSTALL DOUBLE FAMILY UNIT
AutoCAD SHX Text D1
AutoCAD SHX Text
CONSTRUCT DOUBLE SPUR (SEE "R" SHEETS)
AutoCAD SHX Text
CONSTRUCT PULLOUT, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
CONSTRUCT 70.5' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text D8
AutoCAD SHX Text D7
AutoCAD SHX Text D13
AutoCAD SHX Text
CONSTRUCT TENT PAD AND TENT PAD PATH. SEE NOTE 8 ON SHEET S1, TYP.
AutoCAD SHX Text
INSTALL SIGN #6
AutoCAD SHX Text D12
AutoCAD SHX Text
CONSTRUCT 21' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 39.5' PATH WITH 2 4-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 18.5' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 6' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 30' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
INSTALL SIGN #6
AutoCAD SHX Text D12
AutoCAD SHX Text
N: 13187109.0651 E: 2050454.0604 FINISH ELEV: 8283.88
AutoCAD SHX Text
N: 13187185.8260 E: 2050627.5195 FINISH ELEV: 8286.06
AutoCAD SHX Text
N: 13187136.7530 E: 2050689.9334 FINISH ELEV: 8281.77
AutoCAD SHX Text
N: 13187243.8838 E: 2050765.3403 FINISH ELEV: 8283.36
AutoCAD SHX Text
N: 13187164.8407 E: 2050908.2705 FINISH ELEV: 8264.41
AutoCAD SHX Text
N: 13186967.9072 E: 2050452.2450 FINISH ELEV: 8286.00
AutoCAD SHX Text
INSTALL RIP RAP FOR EROSION CONTROL, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
10' LANDING
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN - E
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S6
Attachment 2 12026119R0003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D2
AutoCAD SHX Text T3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text D2
AutoCAD SHX Text T3
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text NOTES: 1. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.
AutoCAD SHX Text
INSTALL SINGLE FAMILY UNIT, TYP.
AutoCAD SHX Text
CONSTRUCT SINGLE SPUR, TYP (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL WHEEL STOP, TYP.
AutoCAD SHX Text
INSTALL UNIT MARKER, TYP.
AutoCAD SHX Text D6
AutoCAD SHX Text D1
AutoCAD SHX Text D5
AutoCAD SHX Text
INSTALL DOUBLE VAULT COMFORT STATION
AutoCAD SHX Text
(SEE SHEET S5)
AutoCAD SHX Text
(SEE SHEET S7)
AutoCAD SHX Text
CONSTRUCT RETAINING WALL, TYP. (SEE 'R' SHEETS)
AutoCAD SHX Text
CONSTRUCT PULLOUT (SEE "R" SHEETS)
AutoCAD SHX Text D13
AutoCAD SHX Text
CONSTRUCT DUMPSTER PAD
AutoCAD SHX Text
CONSTRUCT 27' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text D8
AutoCAD SHX Text
CONSTRUCT TENT PAD AND TENT PAD PATH. SEE NOTE 8 ON SHEET S1, TYP.
AutoCAD SHX Text
INSTALL SIGN #6
AutoCAD SHX Text D12
AutoCAD SHX Text
CONSTRUCT 39.3' PATH WITH 2 4-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 63.75' PATH WITH 7-STEP STAIRS AND 5-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 50' PATH WITH 4-STEP STAIRS AND 6-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 39' PATH WITH 10-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 37.3' PATH WITH 5-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 30' PATH
AutoCAD SHX Text
CONSTRUCT 44' PATH
AutoCAD SHX Text
CONSTRUCT 53' PATH
AutoCAD SHX Text
CONSTRUCT 52' PATH WITH 6-STEP STAIRS, 4-STEP STAIRS AND 5-STEP STAIRS
AutoCAD SHX Text D7
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text
N: 13187164.8407 E: 2050908.2705 FINISH ELEV: 8264.41
AutoCAD SHX Text
N: 13187154.8726 E: 2051059.0149 FINISH ELEV: 8242.13
AutoCAD SHX Text
N: 13187225.7022 E: 2051127.5193 FINISH ELEV: 8243.17
AutoCAD SHX Text
N: 13187301.5271 E: 2051221.2542 FINISH ELEV: 8236.24
AutoCAD SHX Text
N: 13187291.7048 E: 2051011.1538 FINISH ELEV: 8268.80
AutoCAD SHX Text
N: 13187359.2239 E: 2051060.7090 FINISH ELEV: 8267.20
AutoCAD SHX Text
N: 13187440.1262 E: 2051156.8375 FINISH ELEV: 8253.82
AutoCAD SHX Text
N: 13187337.0782 E: 2050874.3302 FINISH ELEV: 8285.99
AutoCAD SHX Text
N: 13187403.6817 E: 2050901.7632 FINISH ELEV: 8282.76
AutoCAD SHX Text
INSTALL CULVERT, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL RIP RAP FOR EROSION CONTROL, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL DOUBLE FAMILY UNIT
D1
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
SITE PLAN - F
3/01/2019
S.BREWER
S. BREWER
K.WILMOT
SNQC07
S7
Attachment 2 12026119R0003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text NOTES: 1. NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.NOTES AND LEGEND FROM S1 APPLY TO THIS SHEET.
AutoCAD SHX Text
INSTALL SINGLE FAMILY UNIT, (TYP.)
AutoCAD SHX Text
CONSTRUCT SINGLE SPUR, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL WHEEL STOP, TYP.
AutoCAD SHX Text
INSTALL UNIT MARKER, (TYP.)
AutoCAD SHX Text D6
AutoCAD SHX Text D1
AutoCAD SHX Text D5
AutoCAD SHX Text
INSTALL RIP RAP FOR EROSION CONTROL, TYP. (SEE "R" SHEETS)
AutoCAD SHX Text
(SEE SHEET S6)
AutoCAD SHX Text
CONSTRUCT RETAINING WALL, TYP. (SEE 'R' SHEETS)
AutoCAD SHX Text
CONSTRUCT DOUBLE SPUR, (SEE "R" SHEETS)
AutoCAD SHX Text
INSTALL ROCK BARRIERS, TYP.
AutoCAD SHX Text D5
AutoCAD SHX Text D13
AutoCAD SHX Text
CONSTRUCT 39' PATH WITH 10-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT TENT PAD AND TENT PAD PATH. SEE NOTE 8 ON SHEET S1, TYP.
AutoCAD SHX Text
CONSTRUCT 50' PATH WITH 4-STEP STAIRS AND 6-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 23.75' PATH WITH 8-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 22.5' PATH WITH 8-STEP STAIRS
AutoCAD SHX Text
INSTALL SIGN #8
AutoCAD SHX Text D12
AutoCAD SHX Text
CONSTRUCT 57.3' PATH WITH 9-STEP STAIRS
AutoCAD SHX Text
CONSTRUCT 59' PATH WITH 17-STEP STAIRS
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text D4
AutoCAD SHX Text
CONSTRUCT 8.75' PATH
AutoCAD SHX Text D4
AutoCAD SHX Text
N: 13187419.1380 E: 2051240.1108 FINISH ELEV: 8237.88
AutoCAD SHX Text
N: 13187504.2153 E: 2051222.7215 FINISH ELEV: 8240.63
AutoCAD SHX Text
N: 13187627.9122 E: 2051089.3150 FINISH ELEV: 8257.00
AutoCAD SHX Text
N: 13187742.4985 E: 2051180.7518 FINISH ELEV: 8238.77
AutoCAD SHX Text
N: 13187696.0694 E: 2051238.8316 FINISH ELEV: 8235.00
AutoCAD SHX Text
N: 13187440.1262 E: 2051156.8375 FINISH ELEV: 8253.82
PEDESTAL GRILL
(SEE SHEET 03)
1'
4' WIDE PATH BETWEEN FAMILY UNIT1
AND PARKING SPUR. INSTALL IN
LOCATIONS AS SHOWN ON SITE PLAN ------------'.._,,. ___ �
OR AS STAKED AND APPROVED BY THE
COR (SEE SHEET 04)
4" THICK CONCRETE SLAB
(SEE DETAILS THIS SHEET)
PICNIC TABLE
(SEE SHEET 02)
PROPOSED SCORE LINE, (TYP.)
FIRE RING
(SEE SHEET 03)
. 4-' ·.
4 .. . A
16' _____ ..,,..
21'-6"
9'
SINGLE FAMIL y UNIT (PLAN VIEW)
(NO SCALE)
2: 1 MAXIMUM CUT SLOPE
NOTE:
1. CONCRETE SLABS 1'11TH
AGGREGATE BASE AND SITE
FURNISHINGS FOR ALL FAMILY
UNITS AND PATHS SHALL BE
FURNISHED AND INSTALLED BY
THE CONTRACTOR.
2. FAMILY UNITS SHALL BE
CONSTRUCTED TO SELF BALANCE
(CUTS AND FILLS).
3. CONCRETE IS TO BE INTEGRALLY
COLORED BROWN TO MATCH PATHS
AND STAIRS.
PROVIDE 4" DEEP DRAINAGE SWALE 2: 1 MAXIMUM FILL SLOPE
1' SHOULDER (ALL SIDES)
4" THICK CONCRETE SLAB
TYPICAL FAMIL y UNIT (SECTION VIEW)
(NO SCALE)
4' WIDE PA TH BETWEEN FAMILY UNIT ,,j
AND PARKING SPUR. INSTALL IN_/ I_..,._ _________ �----������
LOCATIONS AS SHOWN ON SITE PLAN , .• , OR AS STAKED AND APPROVED BY THE
COR (SEE SHEET 04)
'• � • ., • Y r _,. V , .. . ... p
PEDESTAL GRILL
(SEE SHEET 03)
1'
!==::rr:::==::n:::::::::· • :4
PROPOSED SCORE LINE, (TYP.)
TABLE, (TYP.)
(SEE SHEET 02)
4" THICK CONCRETE SLAB ------
(SEE DETAILS THIS SHEET)
FIRE RING
(SEE SHEET D3)
DOUBLE FAMIL y UNIT (PLAN VIEW)
(NO SCALE)
.,-r .. .. . ... � •.,r- .
24'
CONCRETE PAD W/BROOM FINISH
CRUSHED AGGREGATE BASE,
95% RELATIVE COMPACTION
SUBGRADE, 90% RELATIVE
COMPACTION
TYPICAL p AD (SECTION VIEW)
(NO SCALE)
• ,:1
SCORELINE 1/3 DEPTH OF CONCRETE
4" CONCRETE PAD W/
LIGHT BROOM FINISH
HAND TOOLED CONTRACTION JOINT (SECTION VIEW)
(NO SCALE)
United States Department of Agriculture
Forest Service
R4
INTERMOUNTAIN REGION
"ROJECT I\AMC:
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
CONCRETE SLAB
FAMILY UNITS
DATE
3/01/2019
ARCHIVE NO.
DESIGNER
S.BREWER
DRAWN
S.BREWER
CHECKED
K.WILMOT
PROJECT NO.
SNQC07
DWG SHEET NO.
D1
S HEET 11 OF 41
,_ _________ 95 1/2 _________ _, TABLE TOP
TABLE SUPPOR
SEAT �.....:::;::;-..:=-�..::=-��..:::::-��.=::::::;=;::::::::��-,
SEAT SUPPORT
-I 12 3/4' I[-1 •:
q
'I
- 13
3/ j
1/8
SIDE VIEW
I
3/4
TOP VIEW
I
:• I-�Io
I•!-· I<
I
2·
17 1/2
1 5/8
X 1 O" PLANKS (TYP.)
4" COMPACTED CRUSHED
AGGREGATE BASE
SEE NOTE 5
HOLD DOWN STRAPS
FAMILY PICNIC TABLE
(NO SCALE)
l :1
II
HOLD DOWN STRAPS
END VIEW
NOTES:
1.
2.
3.
4.
THE TABLE TOP, SEAT AND SUPPORTS SHALL BE IN ACCORDANCE WITH
SPECIFICATION 129410.
ORDER TREATED LUMBER 2"X10" TABLE TOPS, BROWN FRAMES AND
BROWN SUPPORTS.
SEAT AND TABLE SUPPORTS SHALL BE CONSTRUCTED OF 3" X 6"
POWDER COATED STRUCTURAL STEEL TUBING.
TABLES ARE MODEL f/WPTS-C-W-BP SURFACE MOUNT MANUFACTURED
BY RJ THOMAS, P.O. BOX 946 CHEROKEE, IA. 51012 1-800-762-5002
OR AN APPROVED EQUAL.
5. PICNIC TABLES SHALL BE FURNISHED AND INSTALLED BY THE
CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL ANCHORING
MECHANISMS NECESSARY TO COMPLETE THE INSTALLATION.
6. HOLD DOWN STRAPS SHALL BE GALVANIZED 10 GAUGE STEEL PAINTED
TO MATCH TABLE SUPPORTS. ANCHOR SCREWS SHALL BE ANC3-4
United States Department of Agriculture
Forest Service
R4
INTERMOUNTAIN REGION
"ROJECT I\AMC:
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING T ITLE
FAMILY PICNIC
TABLES
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
S,BREWER
DRAWN D2
S.BREWER
CHECKED
K.WILMOT
SHEET 12 OF 41
PROJECT NO.
SNQC07
NOTES:
1. ALL SURFACES SHALL BE PO\IDER COATED
WITH HEAT RESISTANT STOVE BLACK PAINT TABLE TOP VIEW
2. PEDESTAL GRILL SHALL BE PILOT ROCK
MODEL ASW-24 B2 AS MANUFACTURED BY
THE R.J. THOMAS MFG. CO. INC., CHEROKEE,
IOWA. PH: 1-800-762-5002
WWW.PILOTROCK.COM OR AN APPROVED
EQUAL.
3. PEDESTAL GRILLS SHALL BE FURNISHED AND
INSTALLED BY THE CONTRACTOR. THE
CONTRACTOR SHALL PROVIDE ALL BOLTS
AND ANCHORING MECHANISMS NECESSARY
TO COMPLETE THE INSTALLATION.
24 3 8 I
23 3/8 "
----- 28 13/16" ___ ____,, 6 13/16"
3 1/2" DIA.
STRUCTURAL
STEEL TUBING
10 13/16"
ONTINUOUS WELD
AROUND BASE AND
TOP CONNECTIONS
36 3/16"
4" CONCRETE
SURFACE
TROWEL / LIGHT
BROOM FINISH
#4 X 12" REBAR
THROUGH SUPPORT
NSTALL A SLEEVE
INTO THE
CONCRETE
2" DIA. ROUND
CONCRETE FOOTER
FINISHED GR E
<l
,- - -- - <I LI
- <I : 11- COMPACTED --
.!..... . . ·.· 20" - BORROW OR
36" -1 I = -- ==::=j)�
. NATIVE
I I - . · ·1 -··•·•· 11:. MATER!,A'L
=111= •• <I 6" .... -.. =1 . . ... - I 1 I I... '1 <I ,i ·
,1 ..... 11=
-=111= _- ._ . .LI
<I r rr -----�-"-I 1_· -_· ·L--------------' · < :I I 1=-
FAMILY UNIT PEDESTAL GRILL (SECTION "1EW)
(NO SCALE)
15 1 /8"
GRATE
SWIVELS 180
DEGREES
NOTES:
1. FIRE RING SHALL BE 30" DIAMETER FIRE
RING PROOUCT PART NUMAFR 14364-5 WITH
COOKING GRATE AND SPADE ANCHOR
OPTION AS MANUFACTURED BY JAMESTOWN
ADVANCED PRODUCTS CORPORATION OR AN
EQUAL ..
------30" --------'l
6"
17 3/8"
SWIVEL
GRATE
42" DIAMETER X 18"
DEEP DRAIN HOLE
W/ 3/4"-1" WASHED
ROCK
2.5"
FINISHED GRADE
l
• • •4 · .. •
• 4" CONCRETE PAD ...
4" COMPACTED
" CRUSHED AGGREGATE
BASE - GRADING "D"
PADE ANCHOR INCASED IN
8" DIA. X 18" CONCRETE
(3 REQUIRED PER RING)
FIRE RING (SECTION "1EW)
(NO SCALE)
United States Department of Agriculture Forest Service
R4
INTERMOUNTAIN REGION
"ROJECT I\AMC:
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
PEDESTAL GRILL AND
FIRE RING
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
S.BREWER
DRAWN D3
S.BREWER
CHECKED
K.WILMOT
SHEET 13 OF 41
PROJECT NO.
SNQC07
1' SHOULDER, TYP.
4" DEPTH COLORED
CONCRETE WITH LIGHT
BROOM FINISH
1' SHOULDER,
TYP. l
_0
U
S
LO
P
E
4" DEPTH COLORED CONCRETE
WITH LIGHT BROOM FINISH
2: 1 MAXIMUM FILL SLOPE OR
AS FIELD STAKED
J<-"--------4' ---------,/'
1 2% OUTSLOPE --
FINISHED GRADE
2:1 MAXIMUM
CUT SLOPE
4" MIN. DEPTH COMPACTED BASE
COURSE - GRADING D
SUBGRADE
COMPACTED FILL FROM
EXCAVATED MATERIAL
FINISH
GRADE
EXISTING
GRADE
TYPICAL CONCRETE SIDEw'ALK/PATH SECTION IN CUT AND FILL
TYPICAL CONCRETE SIDEw'ALK/PATH SECTION ON GRADE
SCORELINE 1/3
DEPTH OF CONCRETE
HAND TOOI.ED
CONTRACTION JOINT
4" CONCRElE PATH WITH
LIGHT BROO>A FINISH
CRUSHED AGGREGATE BASE
95" RELATI"f: CO�PACTION
NATI',£ SOIL SUBBASE
90" RELATI"f: COMPACTION
CONCRETE DETAILS TYPICAL PAD SECTION
1-1/2' DIAMETER STEEL TUBE POST (TYPl 2'
1-12•- D□'w'N'w'ARD DIRECTION--
• . ,. •. •· ,. l ·<I • :,, ... , ' .•• : :· .:_ <I
; •; 21/. '�LOPE" � :
1. •
• 11 .. • •.•
<t_ • • • I . . .... ;
• �. 21/.:Sl DP£.,_�. F �
•• -1
1. ALL CONCRETE PATHS SHALL BE
INTEGRALLY COLORED BROWN CONCRETE.
PATHS SHALL BE LONGITUDINALLY
SLOPED AT 5% OR LESS UNLESS
OTHER'MSE NOTED. CROSS SLOPES
SHOULD NOT EXCEED 2% BUT MAY BE
UP TO 5% TO ENSURE PROPER
DRAINAGE.
2. SEE CONCRETE FINISH DETAILS FOR
CONCRETE PATHS ON THIS SHEET .
3. CONCRETE PATHS SHALL HAVE
SCOREUNES EVERY 5-FEET O.C. AND
EXPANSION JOINTS EVERY 20-FEET O.C.
• ""t .
• ll • , �
1:
I 3•
·, 4 -: .•.
• • 4 .• . �
• • • • • ,, ·• • • '4 • d • <t • .i
��.' �. .• .. 1> • ! l
,, • •• • •. � ·• .I
.. .. .. .Ji • ,.
r
- ; --••' ·.• «. o� ..... ·-·-.... -.. , ..... , ................ -.... -... _
NOTES,
�5' X 5' CONCRETE
LANDING <TYP> �1-1/2' DIAMETER STEEL TUBE HAND RAIL
'w'ITH EXTERI□R PAINT COATING <TYP)
COLORED CONCRETE STAIRS <TYP)
PLAN VIEW
(NO SCALE)
I. STAIRS SHALL BE INSTALLED LEVEL AND PLUMB \./ITH A 2% SLOPE FROM BACK TD
FRONT OF STAIR 'FDR DRAINAGE ..
2. STAIR TREADS AND RISERS SHALL BE CONSISTENT \./!THIN EACH STAIR SECTION.
3. ALL CONCRETE SHALL BE INTEGRALLY COLORED BRO\.IN.
4. INSTALL TUBULAR STEEL HAND RAILINGS \.IHEN STAIRS ARE CONNECTED AND MORE
_..- • • _. I �'
�5' X 5' CONCRETE
LANDING <TYP)
36' l.F-----' -- 4' _ __________,, 2% □UTSLDPE --
EXCAVATE 2" OF SUBGRADE FOR PATH
4' MIN, DEPTH COMPACTED
SURFACE COURSE - GRADING G
FINISHED GRADE
3: 1 SLOPE, TYP
TYPICAL AGGREGATE PATH SECTION
1-
-1 1 1/2' DIAMETER STEEL TUBE
HAND RAIL \.IITH EXTERIOR
PAINT C□A TING
INST ALL RAILINGS \./HEN 10 DR
MORE ST AIRS ARE REQUIRED.
1 1/2' DIAMETER STEEL
TUBE POST <TYP)
1-12·-
DRE DRILL CONCRETE
SLAB AND GROUT SEAL
POST IN PLACE <TYP)
.--� ..... 1.
BEGINNING OF STAIRS
END OF SIDE\./ALK
4•· C) ♦
114 REBAR @ 12' □,C, MAX. EACH
REINFORCED CONCRETE
THAN 10 RISERS ARE REQUIRED. HAND RAILING SHALL PARALLEL STAIR INSTALLATION
CONCRETE STAIRS AND RAILING DETAIL AND BE 32'-34' HIGH AT THE TOP OF THE RAIL. 4' CRUSHED AGGREGATE
(NO SCALE)
United States Department of Agriculture
Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
PATH AND STAIRWAY
DETAIL
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
S.BREWER
DRAWN D4
S.BREWER
CHECKED
K.WILMOT
SHEET 14 OF 41
PROJECT NO.
SNQC07
1. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH.
WEATHERED SIDE SHOULD FACE UP.
2. PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL
AVOID PLACING IN LONG ROWS WITH EQUAL SPACING.
3. ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND
USE SHALL BE APPROVED BY THE CONTRACTING OFFICER.
4. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE.
4'-0" (MIN. SPACING)
4'-9" (MAX. SPACING)
EXISTING TREES
ACTUAL SPACING SHALL
BE AS STAKED
BARRIER ROCK - DETAIL
NOTES:
1. SEE SPECIFICATION 322625 FOR
WHEEL STOP STYLE AND SIZE.
2. INSTALL PER MANUFACTURERS
SPECIFICATIONS.
(NOT TO SCALE)
1----------- 8' ---------i BLACK PLASTIC
WHEEL STOP
FINISHED SURFACE
PRE-DRILLED HOLE
EXISTING TREES
- 10" -
_l - 7"
SECTION A-A
� 1/2" DIA. X 24" MINIMUM ANCHOR SPIKE - 3 REQUIRED PER CURB
RECYCLED PLASTIC WHEEL STOP
(NOT TO SCALE)
1. FOR LOCATION OF BOLLARDS SEE SITE
PLANS AND AS STAKED IN THE FIELD
BY THE C.O.
2. INSTALL BOLLARDS PER THE
MANUFACTURER'S REQUIREMENTS
INCLUDING HARDWARE.
3. BOLLARDS SHALL BE FURNISHED AND
INSTALLED BY CONTRACTOR.
REMOVABLE TUBULAR STEEL
BOLLARD, POWDER COAT
FINISHED YELLOW, INSTALLED
PER THE MANUFACTURER'S
RECOMMENDATION
ASPHALT SURF ACE ----
3" Above Grade
56" verall Height
REMOVABLE BOLLARD - DETAIL
(NOT TO SCALE)
REFLECTORIZED
WHITE PAINT
36" ----'
� 12" �
30"
30"
DIRECTION ARROW - DETAIL
(NOT TO SCALE)
United States Department of Agriculture
Forest Service
R4
INTERMOUNTAIN REGION
"ROJECT I\AMC:
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
BARRIER ROCKS,
BOLLARD, WHEELSTOPS,
DIRECTIONAL ARROWS
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
S.BREWER
DRAWN D5
S.BREWER
CHECKED
K.WILMOT
SHEET 15 OF 41
PROJECT NO.
SNQC07
1. FOR LOCATION OF FEE TUBE
SEE SITE PLANS AND AS
STAKED IN THE FIELD BY
THE C.O.
2. FEE TUBE IS FURNISHED BY
THE GOVERNMENT AND
INSTALLED BY CONTRACTOR.
FEE TUBE WILL NEED TO BE
REMOVED FROM EXISTING
LOCATION IN CAMPGROUND.
3. CONTRACTOR TO ORDER:
(1) ENVELOPE STORAGE
BOX ES-MODEL EB-1 TO
BE INSTALLED ON ONE
BULLETIN BOARD PANEL.
(1) S AE DK WORKS
FS1236A INSERT (1/4"
6061 ALUM.)
b I
THIS SIDE FACES ROAD
FEE TUBE
SAE DK WORKS FS1236 SHELL
�-- (4) 3/8" X 6" STAINLESS STEEL J-BOLTS.
2'-6" DIAMETER
CROSS SECTION
FEE TU BE DE TA I L (SECTION ELEVATION)
(NO SCALE)
WELD NUT TOPS Vv11H CONTINUOUS BEAD TO
VANDALPROOF
ROUTED NUMBERS ON
THESE TWO SIDES OF
UNIT MARKER
ROAD SHOULDER
1" CHAMFER
NUMBERS - 4" TALL, 9/1 6" DEEP, FLAT ROUTE,
TWO SIDES, PAINT WITH 2 COATS EXTERIOR CREAM
PAINT (FEDERAL STANDARD 595 NO. 23695)
6" x 6" x 5'-0" REDWOOD S4S
CONSTRUCTION GRADE # 1, SEAL WITH 2
COATS OF EXTERIOR BROWN PAINT (FEDERAL
STANDARD 595 NO. 20059)
----- INSTALL MEDIUM HARDENED STEEL BINDER
CLIP WITH 2" WOOD SCREW
ANGLE VARIES
SPUR
UNIT MARKER
PLAN VIEW
UNIT MARKER - DETAILS
(NO SCALE)
United States Department of Agriculture
Forest Service
R4
INTERMOUNTAIN REGION
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
FEE TUBE AND UNIT
MARKER DETAILS
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
S.BREWER
DRAWN D6
S.BREWER
CHECKED
K.WILMOT
SHEET 16 OF 41
PROJECT NO.
SNQC07
WlltS..
1. 3� MINUS CRUSHER FlNES TO HA'IE PRa>ER MQSTURE
COOTENT.
2. PERMALOC ATHLETEDGE SPORTS SURFACE RESlRAINT MANUFACTURER PRO'IIDED 10" SPllAL STEEi. STAKES
OR APPRO� EQUAL
INSTALLATION PER MANUFACTURER'S "INSTALLATION
GUIDELINES"
1. 8' -o• SECTIONS CONNECTED WllH 4" SU DING
CONNECTOR.
2. MAINTAIN *" GAP BElVIEEN SECTIONS TO AU.OW
FOR PRODUCT EXPANSION IN EXTREME
TEMPERA TURES.
3. CORNERS: NOTCH BASE ONLY AND fORM A
CONTINUOUS CORNER.
4. PERMALOC AlHLETEDGE AS MANUFACTURED BY PERMALOC CORPORATION, HOl.1.AND Ml.
WWW.PERMALOC.COM OR APPROVED EQUAL
S!Zt...8' LENGTHS w/ 0.210" THICK EXPOSED
TOP UP 4" X 3"
Elli1Sl::I:.. BLACK DURAFLEX-ELEClROSTATICAU Y
APPLIED BAKED ON PAINT MEET MMA 2603
3: 1 CUT MAXIMUM
PRO'IIDE 4" DEEP DRAINAGE SWALE 4: 1 FlU SLOPE PREFERABLE
(LESS lHAN 1-FOOT FIU)
3:1 MAXIMUM
(GREATER lHAN 1' FIU)
TENT PAD INSTALLATION (SECTION - ELEVATION)
(NO SCALE)
1' 10·
MIN.
ASPHALT SHOULDER, TYP.
PERMALOC A lHL.Elil)GE ALUMINUM RESlRAINT W/WEEPHOLE
COMPACT GRADE ADJACENT
TO RESTRAINT
CRUSHED FINES
FIU AU. VOIDS UNDER RESlRAINT
FOR PROPER SUPPORT.
NATI'IIE SOIL -------:::!t:±;-fiI.
�• X 10" SPIRAL STEa SPIKE AT
12" O.C. (TYP) OR 4" O.C. MIN.
SECTION VIEW
ALUMINIUM EDGING DETAILS
(NO SCALE)
PRE-DRILLED HOLE
COMPACTED NATIVE SOIL
OR SELECT BORROW FlU I
I
I
I
I
I
I
/ RS'
ASPHALT APRON
1. INSTALL 1 TENT PAD PER SINGLE FAMILY
UNITS AND 2 TENT PADS PER DOUBLE
FAMILY UNIT.
""-(CRUSHED ANES)
ALUMINIUM ED�NG AROUND PERIMETER/
(SEE DETAIL ON THIS SHEET)
----------16'-----------,r
TENT p AD IN ST ALLA Tl ON (PLAN VIEW)
(NO SCALE)
FREE STANDING SCREEN WALL ENCLOSURE
(SEE SHEET D15)
-----10·-------,-
/ APRON LENGTH _______ _
I
J<-------- VARIES
10'-o· X 10'-o· 6" THICK CONCRETE PAD
'MTH 1/3 REBAR REINFORONG
18" 0.C. BOTH WAYS, Tl'P
10' X 10' X 6" THICK CONCRETE PAD l'.lTH f/3 REBAR
REINFORCING 18" 0.C. BOTH WAYS MID-DEPTH
LAG BOLT - 1 /2" X 8"
X 4 REQUIRED PER
CURB.
I
�=• M •="' sow m�A�VE�L!;WA!ll----------------,1--
GARBAGE DUMPSTER PAD
(PLAN VIEW)
a• RECYCLED PLASTIC
WHEEL STOP (SEE SHEET D5)
WITH 8' WHEEL STOP (NO SCALE)
I
I G ��A�R=B�A�G�E�D�U�M�P_S�T�E=R�P�A�D�D=E�T�A�I L (NO SCALE)
(PLAN VIEW)
INSTALL WHEEL STOP
ASPHALT SHOULDER, TYP
United States Department of Agriculture
Forest Service
R4
INTERMOUNTAIN REGION
"ROJECT I\AMC:
HILLTOP
CAMPGROUND
RECONSTRUCTION
PROJECT
HUMBOLDT-TOIYABE
NATIONAL FOREST
SPRING MOUNTAINS
NATIONAL RECREATION
AREA
DRAWING TITLE
TENT PAD, DUMPSTER
PAD AND WHEEL
STOP DETAIL
DATE
3/01/2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
S.BREWER
DRAWN D7
S.BREWER
CHECKED
K.WILMOT
SHEET17 OF 41
PROJECT NO.
SNQC07
' d
)!z" EXPANSION JOINT MATERIAL ADJACENT
11 . •
TO COMFORT STATION WALL WHEN CONCRETIE
SIDEWALK IS INSTALLED
4" ll-llCK CONCRETIE
SIDEWALK IN FRONT
4 , 14-4 . 4-
COMFORT STA TIO
WALL & FLOOR
2% OUTSLOPE -----
SIDEWALK INSTALLATION
(NO SCALE)
4" ll-llCK AGGREGATE IN
BACK AND SIDES
BACKFILL Will-I NATIVE
SOIL TO TOP OF
FINISHED SIDEWALK
FINISHED GRADE
r 2'
I<---
15'-9 1/2'
0 0 h I I L
DOUBLE VAULT COMFORT STATION
(WITH PORCH )
1. RESTROOM SHALL BE CXT INC. DOUBLE ROCKY MOUNTAIN VAULT TOILET WITH PORCH OR EQUAL.
2. PREFABRICATED CONCRETE COMFORT STATIONS…
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