Amphitheater Recreation Site Restroom Installation Drawings.pdf
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FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
AMPHITHEATER RECREATION SITE
FROM DOWNTOWN TUCSON HEAD SOUTH ON I-10. EXIT 260 FOR I-19. TRAVEL ON I-19 FOR 23.5 MILES.
EXIT 63 FOR CONTINENTIAL ROAD. TURN LEFT ONTO CONTINENTAL ROAD. TRAVEL FOR 1.2 MILES
THEN TURN RIGHT ONTO MADERA CANYON ROAD. TRAVEL12.3 MILES TO PROJECT AREA.
Latitude: 31.722116 Longitude:-110.879696
RESTROOM INSTALLATION
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR
DATE
RO FACILITIES PROGRAM MANAGER DATE
3/3 0/2
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STATE OF ARIZONA
PIMA COUNTY
(R03) SOUTHWEST REGION
CORONADO NATIONAL FOREST
NOGALES RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
C-01 COVERSHEET 03/29/23
G-01 NOTES 03/29/23
S-01 SITE PLAN 03/29/23
D-01 SECTION A - A 03/29/23
D-02 CXT DETAIL 03/29/23
D-03 CXT DETAIL 03/29/23
D-04 CXT DETAIL 03/29/23
D-05 ACCESSIBILITY SYMBOL 03/29/23
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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(R03)
SOUTHWEST REGION
AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
NOTES
03/29/2023
G.PORT
G. PORT
X.XXX
G-01 002 008
EXCAVATION AND ELEVATION:
1. COMPLY WITH ALL APPLICABLE OSHA STANDARDS FOR EXCAVATION.
2. FINISH FLOOR ELEVATION SHALL MATCH EXISTING GRADE OF THE ASPHALT PARKING LOT WHERE THE RESTROOM IS
SHOWN ON THE SHEET S-01. THIS PROVIDES AN APPROXIMATELY 2% SLOPE TOWARDS THE RESTROOM DOOR FOR
DRAINAGE.
3. THE CONTRACTOR SHALL INSTALL THE CXT RESROOM WITH THE FLOOR ELEVATION WITHIN A PLUS OR MINUS 0.05' OF
THE SPECIFIED FLOOR ELEVATION.
4. NO EXCAVATION IS TO BE LEFT OPEN MORE THAN SEVEN DAYS UNLESS OTHERWISE APPROVED BY THE CUSTOMER.
5. ALL EXCAVATIONS LEFT OPEN OVERNIGHT ARE FENCED WITH WIRE MESH OR PLASTIC MESH FENCE SECURED TO STEEL
POSTS ALL AROUND THE EXCAVATION.
a. THE BOTTOM OF THE FENCE WILL GENERALLY FOLLOW THE CONTOUR OF THE GROUND.
b. MAXIMUM SPACING OF THE STEEL POSTS IS 10'.
c. MINIMUM HEIGHT OF THE FENCE IS 36”.
BACKFILL AND COMPACTION:
1. COMPACT THE NATURAL GROUND AT THE BOTTOM OF THE VAULT EXCAVATION WITH A MINIMUM OF THREE PASSES WITH
A WHACKER-TYPE MECHANICAL COMPACTOR OR EQUIVALENT APPROVED BY THE COR.
2. INSTALL SAND OR ⅜” MINUS CRUSHED OR SCREENED AGGREGATE BEDDING MATERIAL FOR LEVELING COURSE.
COMPACT LEVELING COURSE WITH ONE PASS WITH A WHACKER-TYPE MECHANICAL TAMPER OR EQUIVALENT APPROVED
BY THE COR.
3. GRADE LEVELING COURSE SO THERE ARE NO HIGH SPOTS IN THE MIDDLE OF THE VAULT BOTTOM. COMPACT WITH A
SECOND PASS WITH A WHACKER OR APPROVED EQUIVALENT TAMPER.
4. SET VAULT IN PLACE AND CHECK SLOPE. BACKFILL AROUND STRUCTURE. USE EXCAVATED MATERIAL FOR BACKFILL
EXCEPT THOSE ROCKS LARGER THAN 6" IN MAXIMUM DIMENSION SHALL NOT BE PLACED WITHIN 6" OF THE EXTERIOR
VAULT WALLS.
5. FILL, ADJACENT TO THE BUILDING ENTRY, WILL HAVE EXCAVATED MATERIAL PLACED IN 8" LOOSE LIFTS AND COMPACTED
WITH A MINIMUM OF TWO PASSESS WITH A WHACKER-TYPE MECHANICAL COMPACTOR OR APPROVED EQUIVALENT
TAMPER.
CONCRETE:
1. MIX CONCRETE IN ACCORDANCE WITH ACI 304. DELIVER CONCRETE IN ACCORDANCE WITH ASTM C94.
2. PROVIDE CONCRETE TO THE FOLLOWING CRITERIA:
a. COMPRESSIVE STRENGTH: 3,000 PSI AT 28 DAYS
b. SLUMP: 3 INCHES
c. AIR ENTRAINMENT: 3-5%
AGGREGATE:
1. CLEAN, HARD, DURABLE FRAGMENTS OR PARTICLES OF CRUSHED STONE, CRUSHED SLAG, OR CRUSHED OR NATURAL
GRAVEL. MATERIALS THAT BREAK UP DUE TO FREEZE-THAW OR WET-DRY CYCLING SHALL NOT BE USED.
2. COARSE AGGREGATE: AASHTO T96- 77, PERCENTAGE OF WEAR OF NOT MORE THAN 50.
3. AGGREGATE BASR GRADATION AND PROPERTIES SHOWN IN TABLE.
TRAFFIC CONTROL:
PRIOR TO MOBILIZATION, THE CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL ON A TEMPORARY TRAFFIC CONTROL PLAN.
SUCH A PLAN MUST COMPLY WITH THE MOST CURRENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD). CONTACT THE COR FOR SUCH APPROVAL.
BEST MANAGEMENT PRACTICES:
1.THE CONTRACTOR SHALL HAVE A 50-GALLON SPILL KIT (OR TWO 30-GALLON SPILL KITS) LOCATED ON-SITE DURING THE
OPERATION OF HEAVY EQUIPMENT.
AGGREGATE BASE
SIEVE SIZE PERCENT BY MASS PASSING
1-1/2 INCH 100
1 INCH 80 - 100
NO. 4 35 -75
NO. 40 10 -30
NO. 200 0 - 10
FRACTION PASSING NO. 40 SIEVE SHALL HAVE A LIQUID LIMIT NOT TO EXCEED 25 (AASHTO T89-81)
PLASTICITY INDEX OF NOT MORE THAN SIX (AASHTO 0-81)
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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(R03)
SOUTHWEST REGION
AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
SITE PLAN
03/29/2023
G.PORT
G.PORT
X.XXX
S-01 003 008
Feet
0 10 20
ACCESSIBILITY
SYMBOL
D-05
CXT VAULT
RESTROOM
D-01 - D-04
MADERA CANYON ROAD
AMPHITHEATER TRAILHEAD
TO MORE PARKING
TO MORE PARKING
STRIPPING: SOILD
WHITE, 4-INCH WIDE,
ROTATED 45° FROM
PARKING STALL STRIP
A
A
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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(R03)
SOUTHWEST REGION
AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
SECTION A -A
03/29/2023
G.PORT
G.PORT
X.XXX
D-01 004 008
SECTION A - A
2%
C
O N
C R
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E
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U B
B A
S E
COMPACTED
EXISTING SUBGRADE
2%
COMPACTED
EXISTING
SUBGRADE
CXT VAULT
B
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D I N
G
2%
EXISTING ASPHALT
SAW CUT ASPHALT
3' - 4"
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
CXT DETAIL
03/29/2023
G.PORT
G.PORT
X.XXX
D-02 005 008
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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(R03)
SOUTHWEST REGION
AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
CXT DETAIL
03/29/2023
G.PORT
G.PORT
X.XXX
D-03 006 008
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PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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(R03)
SOUTHWEST REGION
AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
CXT DETAIL
03/29/2023
G.PORT
G.PORT
X.XXX
D-04 007 008
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DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
3/3 0/2
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(R03)
SOUTHWEST REGION
AMPHITHEATER
RECREATION SITE
RESTROOM
INSTALLATION
CORONADO NATIONAL
FOREST
NOGALES RANGER DISTRICT
ACCESSIBILITY SYMBOL
03/29/2023
G.PORT
G.PORT
X.XXX
D-05 008 008
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