Exhibit 3_Recreation site improvements dwgs.pdf
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PROJECT LOCATION
VICINITY MAPS
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVER SHEET
D-1 DEMOLITION PLAN
S-1 ASHURST BOAT RAMP SITE PLAN
S-2 FORKED PINE TOILET-OPTIONAL
S-3 ASHURST HOST SITE-OPTIONAL
S-4 LONG LAKE TOILET SITE PLAN
S-5 LONG LAKE SIDEWALK-OPTIONAL
S-6 MOQUI CAMPGROUND SITE PLAN
CXT-1 CXT TIOGA ELEVATIONS
CXT-2 CXT TIOGA FLOORPLAN
CXT-3 CXT TIOGA INTERIOR ELEVATIONS
DT-1 SEPTIC TANK DETAIL
DT-2 SIDEWALK DETAIL
N-1 CONSTRUCTION NOTES
Ashurst Lake Campground Boat Ramp From Flagstaff, Arizona at the intersection of Lake Mary Road and Beulah Bvd head south east on Lake Mary road for approximately 17 miles. Take a left onto FSR 82E, drive for approximately 3.9 miles to the intersection of 82E and 82, take right onto FSR 82, go 0.12 miles to site on the right.
Ashurst Lake Campground From Flagstaff, Arizona at the intersection of Lake Mary Road and Beulah Bvd head south east on Lake Mary road for approximately 17 miles. Take a left onto FSR 82E, drive for approximately 3.9 miles to the intersection of 82E and 82, take a left to continue on FSR 82E, go 1.25 miles to site.
Moqui Camp Ground From Flagstaff, Arizona at the intersection of Lake Mary Road and Beulah Bvd head south east on Lake Mary road for approximately 55 miles to AZ 87 at Clints Well. Turn left and drive Approximately 8.3 miles to milepost 298.8. Turn right on FSR 138 and drive about 0.87 mile to Moqui campground.
Long Lake From Flagstaff, Arizona at the intersection of Lake Mary Road and Beulah Bvd head south east on Lake Mary road for approximately 48 miles. Turn East (left) on FSR 211and drive approximately 8 miles to FSR 82, turn left and drive approximately 12.8 mile. Take right towards boat ramp. Toilet is located on the left.
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING
DATE
FOREST SUPERVISOR DATE
DATE
RO FACILITIES PROGRAM MANAGER
2/1 4/2
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ASHURST LAKE, LONG LAKE AND MOQUI RECREATION SITE IMPROVEMENTS
Arizona
Coconino County
Coconino National Forest
R3
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF RANGER
DISTRICT
DEMO PLAN
1/22/2020
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
D-1
EXISTING COMPOSTING TOILET
FORKED PINE TOILET
TO BE DEMOLISHED- OPTIONAL
EXISTING VAULT TOILET
ASHURST BOAT RAMP
TO BE DEMOLISHED
EXISTING VAULT TOILET
LONG LAKE BOAT RAMP
TO BE REMOVED AND RELOCATED
ALL EXISTING SIDEWALK AROUND THE VAULT
TO BE REMOVED
SIDEWALK IN FRONT OF BUILDING AND SIGN TO BE
REPLACED-OPTIONAL
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DEMO EXISTING TOILET
AND VAULT
BOAT RAMP
FSR 82
EXCAVATE FOR NEW
VAULT TOILET
INSTALLATION
BACKFILL AFTER TOILET
INSTALLATION
NEW DOUBLE VAULT
TOILET
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF RANGER
DISTRICT
ASHURST BOAT RAMP
SITE PLAN
1/22/2020
FS090523_R102013_L1-002.dwg
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K. BROWN
R. HOLT
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.0
NEW DOUBLE PRE-CAST
VAULT TOILET
F
S
R
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DEMO EXISTING TOILET
AND VAULT
EXCAVATE FOR NEW
VAULT TOILET
INSTALLATION
BACKFILL AFTER TOILET
INSTALLATION
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
FORKED
PINE-OPTIONAL
1/22/2020
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
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EXCAVATE FOR NEW
SEPTIC TANK
INSTALLATION
INSTALL NEW SEPTIC
TANK FOR HOST SITE
BACK FILL AFTER
SEPTIC TANK
INSTALLATION
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
ASHURST HOST SITE
TANK
1/22/2020
FS090523_R102013_L1-002.dwg
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K. BROWN
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DEMO EXISTING
SIDE WALK
REMOVE AND RELOCATE
EXISTING VAULT TOILET
TO MOQUI
CAMPGROUND
BACKFILL AFTER TOILET
HAS BEEN REMOVED
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
MOGOLLON RANGER
DISTRICT
LONG LAKE TOILET
SITE PLAN
3/4/2019
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
S-4
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REMOVE AND REPLACE
EXISTING CONCRETE
SIDEWALK IN FRONT OF
BUILDING -OPTIONAL
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITES
IMPROVEMENTS
Coconino National Forest
MOGOLLON RANGER
DISTRICT
LONG LAKE
SIDEWALK
-OPTIONAL
3/4/2019
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
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EXCAVATE FOR
INSTALLATION OF
RELOCATION OF VAULT
TOILET
BACKFILL AFTER TOILET
INSTALLATION
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
MOGOLLON RANGER
DISTRICT
MOQUI CAMPGROUND
SITE PLAN
3/4/2019
FS090523_R102013_L1-002.dwg
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ARCHIVE NO.
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DWG SHEET NO.
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United States Department of Agriculture Forest Service
2/1 4/2
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ASHURST LAKE, LONG
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RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
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ELEVATIONS
1/22/2020
FS090523_R102013_L1-002.dwg
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United States Department of Agriculture Forest Service
2/1 4/2
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ASHURST LAKE, LONG
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RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
CXT TIOGA FLOOR
PLAN
1/22/2020
FS090523_R102013_L1-002.dwg
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United States Department of Agriculture Forest Service
2/1 4/2
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ASHURST LAKE, LONG
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RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
CXT TIOGA INTERIOR
ELEVATIONS
1/22/2020
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
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ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITES
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF RANGER
DISTRICT
ASHURST LAKE HOST
SITE SEPTIC TANK
3/4/2019
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
DT-1
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SEWER HOOKUP
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WIDTH = 1'-0"
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CONCRETE BASE
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4" PLUG (THREADED)
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4" CLEANOUT ADAPTER
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CONCRETE BASE WIDTH = 1'-0"
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WYE
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4" PVC SCHEDULE 40 PIPE SOLVENT WELD JOINTS
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BRASS SASH CHAIN NO. 65 W/BRONZE SHOULDER PATTERN EYE-BOLT WITH WASHER EACH END
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HOST SITE
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LINE.
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*FULL LIQUID CAPACITY BELOW THIS
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10" MIN.
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BELOW LIQUID SURFACE
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(OPTIONAL)
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D - LIQUID DEPTH, GENERALLY NOT LESS THAN 4 FEET
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Y - POSITION OF BAFFLES, 1/3 OF TANK LENGTH (L).
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W - TANK WIDTH, AT LEAST 1/3 BUT NOT MORE THAN
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P - POSITION OF INSPECTION HOLES, MINIMUM OF TWO
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L - TANK LENGTH, AT LEAST 2 TIMES BUT NOT MORE
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%%USEPTIC TANK SCHEMATIC
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SECTION A-A
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26" MIN.
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(COVER REMOVED)
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FLOW LINE
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PLAN
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MIN.
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MIN.
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VENT SLOT
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INSPECTION HOLES; 12 IN. DIA. OR SQ.
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1/2 THE LENGTH.
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THAN 3 TIMES THE WIDTH.
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OR GREATER THAN 6 FEET.
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(OPTIONAL)
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INLET FLOW FROM
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HOST SITES
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RISER
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LOCKING LID
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6" BEDDING ON
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ALL SIDES
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2,000 GALLON CONCRETE
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SEPTIC TANK. MUST MEET
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ADEQ STANDARDS FOR SEPTIC
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TANK SYSTEMS PER THE NEW
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ENGINEERING STANDARDS
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ANCHORING AND SUPPORT SYSTEM REQUIRED AS PER
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MANUFACTURER'S RECOMMENDATIONS
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FINISHED GRADE
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VENT PIPE CONSTRUCTION DETAILS
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AutoCAD SHX Text 1'x 1'x 1/2" STEEL ANCHOR PLATE
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4" SCHEDULE 40 GSP ELBOW
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3/4" HOLES FOR ANCHOR BOLTS (4 TYP.)
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VENTILATION TO BE PROVIDED THROUGH VENT PIPE SHAFT
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TYP.
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4" SCHEDULE 40 GSP
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FROM HOLDING TANK
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STAINLESS STEEL SCREEN AND CLAMP
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SCREEN DETAIL
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VENT PIPE/
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PLATE DETAIL
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LOWER MOUNTING
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PLATE DETAIL
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16" TYPE J ANCHOR BOLTS (TYP)
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4" GALVANIZED STEEL PIPE
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CONCRETE FOOTING SEE DETAIL 7 THIS SHEET
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GUSSET
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ANCHOR PLATE MOUNTING DETAILS
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4" SCHEDULE 40 GSP ELBOW
AutoCAD SHX Text 5/8"x16" TYPE J ANCHOR BOLTS (TYP)
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1/2" TOP ANCHOR PLATE WITH MOUNTED STEEL PIPE. SEE DETAILS 4 & 6 THIS SHEET
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1/2" BOTTOM ANCHOR PLATE AND VENTILATION PIPE CONNECTION SEE DETAIL 5 THIS SHEET
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SLOPE
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VENT PIPE MOUNTED TO TOP ANCHOR PLATE
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FROM VENT CONNECTION ON HOLDING TANK
AutoCAD SHX Text NOTE: 1. VENT PIPE IS TO PROVIDE VENTILATION FOR HOLDING TANK. 2. USE 16" TYPE J ANCHOR BOLTS OR EQUIVALENT FOR MOUNTING OF PIPE AND TOP ANCHOR PLATE TO LOWER ANCHOR PLATE AND VENTILATION BELOW. 3. SILICONE CAULK ALL POSSIBLE VENTILATION OPENINGS.
AutoCAD SHX Text 3' x 3' x 3' FOOTING
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3/4" HOLES FOR ANCHOR BOLTS (4 TYP.)
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4" STEEL PIPE
AutoCAD SHX Text 2"x2"x1/2" GUSSET
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VENT PIPE MOUNTING PLATE DETAILS
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AutoCAD SHX Text 1'x 1'x 1/2" STEEL ANCHOR PLATE
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PROJECT NAME
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25'-0"
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
SIDEWALK DETAIL
OPTIONAL
1/22/2020
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
DT-2
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PREVIOUSLY INSTALLED
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TOILET BUILDING
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CENTER INFORMATION BOARD
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ON SIDE WALK.
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2% SLOPE
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2% SLOPE
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PLAN OF TYPICAL TOILET BUILDING AREA
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TOOLED CONTRACTION JOINT MAX SPACING 5' (TYP)
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DEMO EXISTING CONCRETE
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DEMO EXISTING CONCRETE
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TOILET BUILDING
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VAULT
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SLOPE 2%
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EXPANSION JOINT
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4" ABC
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4" COLORED CONCRETE SLAB
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CONTINUOUS 1/2" BITUMINOUS
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SECTION A - A
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9" ABC
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1% - 2% SLOPE ON
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ROAD/PARKING AREA
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2% SLOPE
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4" COLORED
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SECTION B - B
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SEE GRADING DETAIL THIS SHEET
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MATCH FINISHED PARKING SPUR
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4" ABC
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CONCRETE SLAB
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FILL
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CUT
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GRADING DETAIL
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NOTE: FILL OR CUT AT BUILDING AS NEEDED.
AutoCAD SHX Text 1' LONG " DOWEL INSERTED INTO 12" DOWEL INSERTED INTO EXISTING CONCRETE TO DEPTH OF 6" SPACE REBAR A MINIMUM OF EVERY 5'
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NEW 4" CONCRETE SIDEWALK OVER 4" ABC
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EXISTING CONCRETE
AutoCAD SHX Text 1' LONG " DOWEL INSERTED INTO 12" DOWEL INSERTED INTO EXISTING CONCRETE TO DEPTH OF 6" SPACE REBAR A MINIMUM OF EVERY 5'
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TOILET BUILDING
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SECTION A - A
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SECTION C - C
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PROJECT NAME
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DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/1 4/2
0 1 0:
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SH
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SOUTHWEST REGION
ASHURST LAKE, LONG
LAKE AND MOQUI
RECREATION SITE
IMPROVEMENTS
Coconino National Forest
FLAGSTAFF AND MOGOLLON
RANGER DISTRICT
GENERAL NOTES
1/22/2020
FS090523_R102013_L1-002.dwg
K. BROWN
K. BROWN
R. HOLT
N-1
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AutoCAD SHX Text SITES WILL BE OPEN DURING CONSTRUCTION. WATER FOR CONSTRUCTION IS NOT AVAILABLE AT EITHER OF THE PROJECT SITES AND WILL NEED TO BE OBTAINED FROM A COMMERCIAL SOURCE. THE CONTRACTOR SHOULD ENSURE THAT POSITIVE DRAINAGE IS PROVIDED AROUND THE TOILET LOCATIONS THE CONTRACTOR SHOULD EXPECT TO HIT ROCK DURING THE TOILET EXCAVATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING WITH CXT FOR DELIVERY AND SETTING OF THE NEW VAULT TOILETS. THE CONTRACTOR WILL ENSURE EXCAVATION DIMENSIONS FOR TOILET VAULTS ARE INCREASED BY 2 FEET HORIZONTALLY IN EVERY DIRECTION TO ALLOW FOR PROPER PLACEMENT. THE NATIVE MATERIAL SHALL BE COMPACTED IN THE BOTTOM OF THE EXCAVATED HOLE AND THEN A 4" COMPACTED LEVELING COURSE OF ABC APPLIED. THE EXCAVATED FLOOR SHALL SLOPE NO MORE THAN " PER FOOT TOWARDS THE DOOR(S) OF THE NEW BUILDING AND BE LEVEL 14" PER FOOT TOWARDS THE DOOR(S) OF THE NEW BUILDING AND BE LEVEL FROM SIDE TO SIDE. IN ADDITION THE EXTENDED EXCAVATION SECTIONS WILL BE USED TO BACKFILL AROUND THE TOILET AT A SLOPE OF NO LESS THAN 1% AWAY FROM THE TOILET STRUCTURE. IF EXCAVATED MATERIAL IS SUITABLE IT MAY BE USED AS BACKFILL AROUND THE TOILET VAULTS. DEMOLITION OF EXISTING VAULT TOILETS WILL REQUIRE THE CONTRACTOR TO HAVE THE EXISTING WASTE STORAGE UNITS PUMPED BY A CERTIFIED COMPANY. IF CONSTRUCTION OCCURS DURING A TIME WHEN THE CAMPGROUND IS OPEN THE CONTRACTOR WILL NEED TO PROVIDE ONE ADEQUATE ACCESSIBLE TEMPORARY TOILET AND HAVE IT CLEANED AND PUMPED ON A REGULAR CYCLE. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEARING AND GRUBBING ASSOCIATED WITH THE ALL NEW CONSTRUCTION ACTIVITIES THROUGHOUT THE PROJECT. EXCESS EXCAVATION FROM CONSTRUCTION SHALL BE PLACED WHERE NEEDED AROUND TOILET AND PATH. UNSUITABLE MATERIAL SHALL BE PLACED IN APPROVED LOCATIONS. ALL COMMERCIAL SOURCES SHALL BE CERTIFIED WEED FREE MATERIAL. CONTRACTOR WILL BE RESPONSIBLE FOR MOVING BARRIER ROCK FOR DEMOLITION OF EXISTING TOILET AND INSTALLATION OF NEW TOILET. CONCRETE FOR CONCRETE SIDEWALKS AND SLABS SHALL BE GREY. ALL CONCRETE SHALL BE 4000PSI MINIMUM @ 28 DAYS ALL CONCRETE SHALL INCLUDE FIBER MESH REINFORCEMENT.
GENERAL NOTES
| Sheets and Views |
| Cover page-17x11 EXPANDED |
| Ashurst-DEMO |
| Ashurst-Boat ramp |
| Ashurst-Ashurst1 (2) |
| Ashurst-Ashurst tank |
| Ashurst-Long Lake (2) |
| Ashurst-Long Lake |
| Ashurst-Moqui |
| Ashurst-Taigo CXT |
| Ashurst-Tiago CXT2 |
| Ashurst-TOAGA3 |
| Ashurst_RV Pad_SEWER_DETAILS-Layout1 |
| Ashurst-SIDEWALK |
| Ashurst-NOTES |
| Ashurst_RV Pad_SEWER_DETAILS-Layout1.pdf |
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it. Updated .