Mescal all site maps.pdf

PDF 8 MB Posted Aug 6, 2021

Attached to: Mescal Day Use Trailhead Federal contract opportunity
Solicitation number: 127EAX21R0026
Issued by: Department of Agriculture Forest Service R3-Southwestern Region

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for a Mescal Day Use Trailhead Project located in Arizona. Key details include a construction estimate between $650,000 to $750,000 under NAICS code 237310. Questions are due by August 23rd and responses by September 2nd, requiring a 20% bid bond. The project involves improving an existing material pit site off Long Canyon Road for day use recreational access, including constructing an earthen swale, 24" and 18" culverts, stabilized surfaces, fencing, signage, vault toilets and other site amenities. The soliciting agency is the US Department of Agriculture Forest Service Southwest Region.

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Other files for this federal contract opportunity

Other files attached to Mescal Day Use Trailhead, newest first.
File	Type	Posted
Mescal TH_SOI.xlsx	XLSX spreadsheet	Aug 6, 2021
127EAX21R0026 8.6.2021.pdf	PDF	Aug 6, 2021
MescalCSI_FP-14specs.pdf	PDF	Aug 6, 2021
Mescal TH_SOI.pdf	PDF	Aug 6, 2021
COF Industrial Fire Plan Guidelines.pdf	PDF	Aug 6, 2021
AZ20210008.pdf	PDF	Aug 6, 2021

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PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-1 COVER SHEET

X-1 DEMOLITION PLAN

C-1 SITE PLAN

C-2 SITE COORDINATE PLAN

C-3 GRADING PLAN

C-4 SITE LAYOUT PLAN

D-1 SITE DETAILS

D-2 SITE DETAILS

D-3 VAULT TOILET DETAILS

D-4 VAULT TOILET DETAILS

D-5 KIOSK DETAILS

D-6 CULVERT DETAILS

D-7 CULVERT DETAILS

D-8 CULVERT DETAILS

D-9 GATE AND TREE DETAILS

D-10 GATE DETAILS

D-11 SITE DETAILS

D-12 PEDESTRIAN CROSSWALK OPTION

Mescal Day Use Trailhead From Sedona, Arizona at the intersection of State Route 89A and Dry Creek Road on the west end of Sedona, travel approximately 2.86 mile to Long Canyon Road. Take a right onto Long Canyon Road and travel approximately 0.20 miles to the project site on the northwest side of the road.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

DATE

5/1 1/2

1 1 3:

T C:

W G;

RO FACILITIES PROGRAM MANAGER

MESCAL DAY USE TRAILHEAD

Arizona

Coconino County

Coconino National Forest

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

5/1 1/2

1 1 6:

T C:

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

DEMOLITION PLAN

2/12/2021

R. HOLT

T. WILLIAMS

X-1 002 100

EXISTING TREE LEGEND

SURFACE LEGEND

GENERAL NOTES:

1. THE BUSHES AND TREES SHALL BE TRIMMED ACCORDING TO YAVAPAI

COUNTY STANDARDS AT THE INTERSECTION WITH LONG CANYON ROAD.

2. ALL EXISTING BOULDERS AT THE SITE SHALL BE RE-USED ONSITE AS

BARRIER ROCKS AS INDICATED ON THE PLANS.

Feet

0 40 80

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4477.89

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4492.71

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AREA CLOSED

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SIGN

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EXISTING DIRT PILES

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LONG CANYON ROAD

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4477.89

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4492.71

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AREA CLOSED

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SIGN

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EXISTING DIRT PILES

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LONG CANYON ROAD

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EXISTING ASPHALT ROAD

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NATIVE SEED MIX

AutoCAD SHX Text COMMON NAME BOTANICAL NAME POUNDS PLS/ACRE BOTANICAL NAME POUNDS PLS/ACRE POUNDS PLS/ACRE 1. INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 'PALOMA' 4.0 INDIAN RICEGRASS ACHNATHERUM HYMENOIDES 'PALOMA' 4.0 ACHNATHERUM HYMENOIDES 'PALOMA' 4.0 4.0 2. PURPLE THREE-AWN ARISTADA PURPUREA 2.5 PURPLE THREE-AWN ARISTADA PURPUREA 2.5 ARISTADA PURPUREA 2.5 2.5 3. SAND DROPSEED SPOROBOLUS CRYPTANDRUS 0.25 SAND DROPSEED SPOROBOLUS CRYPTANDRUS 0.25 SPOROBOLUS CRYPTANDRUS 0.25 0.25 4. DESERT MARIGOLD BAILEYA MULTIRADIATA 0.5 DESERT MARIGOLD BAILEYA MULTIRADIATA 0.5 BAILEYA MULTIRADIATA 0.5 0.5 5. DESERT GLOBEMALLOW SPHAERALCEA AMBIGUA 1.0 DESERT GLOBEMALLOW SPHAERALCEA AMBIGUA 1.0 SPHAERALCEA AMBIGUA 1.0 1.0 6. FOURWING SALTBUSH ATRIPLEX CANESCENS 4.0 FOURWING SALTBUSH ATRIPLEX CANESCENS 4.0 ATRIPLEX CANESCENS 4.0 4.0 12.25

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ALL TO BE RETAINED, EXCEPT WHERE DASHED OR IN AREAS OF NEW CONSTRUCTION

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LIMIT OF CONSTRUCTION

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TREE DESIGNATED FOR REMOVAL

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JUNIPER

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PINON

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DEAD TREE

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BUSH

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DECIDUOUS TREE

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EDGE OF DISTURBANCE, TYP.

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EXISTING BOULDERS TO BE SALVAGED AND RE-LOCATED ONSITE.

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EXISTING BOULDERS TO BE SALVAGED AND RE-LOCATED ONSITE.

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EXISTING BOULDERS TO BE SALVAGED AND RE-LOCATED ONSITE.

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EXISTING TREES TO BE REMOVED

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EXISTING TREES TO BE REMOVED

81 82

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

5/1 3/2

1 0 8:

T C:

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

CONTROL PLAN

2/12/2021

R. HOLT

T. WILLIAMS

C-1 002 100

1 727097.75 1420082.41 4492.71 1/2" Ø REBAR PC

2 726986.59 1419891.20 4477.89 1/2" Ø REBAR PC

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4477.89

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4492.71

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LONG CANYON ROAD

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CONTROL POINT COORDINATE TABLE

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POINT NORTHING EASTING ELEVATION NORTHING EASTING ELEVATION EASTING ELEVATION

SEE DETAIL 3/D-2 FOR SPOT ELEVATIONS FOR THIS AREA

POINT TABLE

POINT #

NORTHING

555.71

542.73

546.26

548.55

555.03

563.63

577.74

590.75

602.86

615.88

628.90

637.48

645.31

654.64

658.51

669.47

672.99

675.90

693.43

710.95

EASTING

1649.02

1630.59

1608.31

1604.51

1596.96

1591.94

1586.61

1580.66

1573.03

1563.55

1554.07

1547.11

1539.30

1528.97

1524.69

1523.60

1522.57

1520.35

1500.95

1481.56

ELEVATION

4485.47

4485.73

4486.00

4486.44

4487.30

4488.27

4489.93

4491.50

4493.07

4494.96

4496.79

4497.79

4498.65

4599.57

4599.73

4500.42

4500.61

4500.80

4502.08

4503.35

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

712.86

713.53

713.52

717.22

725.61

745.25

757.11

762.86

763.28

762.17

756.79

745.33

729.33

720.31

715.54

709.33

703.86

701.91

680.48

682.08

EASTING

1478.43

1474.83

1471.56

1463.76

1461.75

1465.96

1448.05

1429.43

1408.82

1402.36

1386.66

1369.52

1356.24

1351.57

1367.08

1371.30

1366.16

1352.43

1343.82

1355.04

ELEVATION

4503.49

4503.59

4503.64

4503.99

4504.23

4504.90

4505.00

4505.15

4505.28

4505.34

4505.17

4505.00

4504.83

4504.65

4504.33

4504.16

4504.06

4504.34

4504.13

4503.98

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

680.21

675.26

660.49

653.28

641.00

628.72

616.73

604.47

593.55

576.15

559.64

544.23

535.52

528.13

517.25

506.38

489.65

473.63

480.76

481.03

EASTING

1359.68

1360.39

1354.45

1351.85

1347.91

1343.97

1340.88

1339.19

1338.32

1335.26

1328.97

1321.34

1315.85

1308.69

1295.75

1282.80

1284.64

1290.46

1298.95

1302.44

ELEVATION

4503.92

4503.84

4503.72

4503.66

4503.40

4503.50

4503.28

4503.08

4502.86

4502.43

4502.00

4501.61

4501.35

4501.09

4500.88

4500.80

4501.32

4500.53

4499.75

4499.65

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

477.80

458.30

453.88

465.97

469.29

469.52

466.90

465.09

466.89

470.60

483.16

495.73

516.68

513.54

514.42

520.21

528.31

536.37

543.08

546.55

EASTING

1303.81

1299.39

1318.90

1321.63

1324.18

1328.35

1335.02

1345.63

1356.23

1364.70

1387.19

1409.67

1407.59

1401.48

1395.69

1394.71

1399.94

1408.53

1420.89

1432.18

ELEVATION

4499.55

4499.52

4499.16

4498.80

4498.67

4498.49

4498.18

4497.76

4497.34

4496.93

4495.52

4494.42

4493.90

4494.00

4494.09

4493.88

4493.32

4492.65

4491.83

4491.21

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

547.53

547.52

545.96

538.20

530.43

528.03

528.59

531.57

534.18

534.24

530.41

527.00

508.09

485.06

559.03

581.26

594.62

607.64

620.65

628.12

EASTING

1442.31

1454.10

1461.50

1486.96

1512.42

1526.01

1537.90

1553.38

1567.00

1577.91

1588.13

1593.79

1607.52

1603.52

1569.82

1569.81

1561.71

1552.23

1542.75

1536.70

ELEVATION

4490.69

4490.11

4489.72

4488.58

4487.43

4486.91

4486.46

4485.79

4485.69

4485.55

4485.30

4485.00

4483.40

4482.09

4487.57

4490.81

4492.79

4494.68

4496.51

4497.51

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

634.92

644.25

648.12

641.97

649.71

653.20

656.91

661.67

676.86

679.22

678.96

674.58

686.19

701.67

705.16

708.21

713.63

716.31

724.14

705.55

EASTING

1529.91

1519.58

1515.30

1496.27

1487.70

1498.49

1501.84

1500.31

1483.49

1478.88

1473.71

1460.17

1447.32

1430.18

1440.97

1445.03

1442.79

1439.82

1411.02

1387.68

ELEVATION

4498.37

4499.29

4499.59

4599.99

4500.22

4500.45

4500.51

4500.58

4501.69

4501.92

4502.02

4502.13

4503.00

4503.70

4503.80

4503.90

4503.99

4504.12

4504.57

4503.88

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

702.88

700.38

686.94

665.52

674.44

676.30

673.22

664.24

645.33

640.16

635.55

616.46

594.47

610.09

611.50

607.34

592.44

580.01

567.87

563.42

EASTING

1387.27

1388.30

1398.84

1390.23

1383.23

1378.59

1374.65

1371.05

1364.00

1363.75

1366.12

1383.43

1376.38

1362.21

1357.00

1353.55

1352.28

1350.56

1347.39

1347.00

ELEVATION

4503.83

4503.77

4503.39

4503.24

4503.46

4503.56

4503.58

4503.51

4503.35

4503.30

4503.19

4502.62

4502.71

4502.81

4502.91

4502.88

4502.58

4502.32

4502.05

4501.94

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

559.24

546.73

526.03

505.33

513.02

515.13

511.03

497.80

487.75

481.22

480.10

488.61

501.57

512.86

521.09

524.06

529.24

534.52

554.89

564.78

EASTING

1348.58

1356.91

1346.67

1336.43

1331.31

1326.08

1322.21

1322.78

1327.72

1336.82

1351.60

1365.42

1373.20

1376.81

1379.82

1381.06

1382.31

1381.66

1375.37

1386.42

ELEVATION

4501.81

4501.41

4500.87

4500.27

4500.37

4500.47

4500.28

4499.54

4498.80

4498.07

4497.06

4496.07

4495.43

4494.84

4494.43

4494.28

4494.07

4493.95

4493.88

4493.37

DESCRIPTION

ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep ep

POINT TABLE

POINT #

NORTHING

573.75

558.78

556.68

559.32

578.69

581.87

583.71

572.88

565.30

561.72

561.87

564.06

574.62

564.51

554.41

547.77

544.24

542.72

545.58

EASTING

1400.94

1405.57

1408.70

1411.41

1413.72

1425.23

1444.53

1443.24

1445.48

1452.54

1459.90

1463.60

1474.91

1508.04

1541.17

1534.07

1533.43

1537.13

1552.12

ELEVATION

4493.00

4492.56

4492.46

4492.34

4492.30

4491.93

4491.44

4490.94

4490.84

4490.51

4490.25

4490.20

4490.15

4488.66

4487.83

4487.00

4486.89

4486.67

4486.00

DESCRIPTION

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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

4/1 4/2

1 0 8:

T C:

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

CONTROL POINTS PLAN

2/12/2021

R. HOLT

T. WILLIAMS

C-2 002 100

POINT CODE LEGEND

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* MATCH EXISTING GRADE

EP TOP OF ASPHALT PAVEMENTTOP OF ASPHALT PAVEMENT

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

5/1 3/2

1 0 8:

T C:

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

GRADING PLAN

2/12/2021

R. HOLT

T. WILLIAMS

C-3 002 100

SURFACE LEGEND

X X X X X X X X X X X X X X X X X X X X X X X X X X X

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ELEVATION = 4477.89

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ELEVATION = 4492.71

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LONG CANYON ROAD

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WIRE FENCE

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STACKED ROCK RETAINING WALL

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(3 FOOT MAX.)

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PROPOSED CONTOUR

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EXISTING CONTOUR

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DRAINAGE FLOW DIRECTION

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FINISH FLOOR ELEV.

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GRADING NOTES

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1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY LOCATIONS PRIOR TO ANY THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. 2. DISTURBANCE OF NATIVE VEGETATION SHALL BE KEPT TO A MINIMUM. DISTURBANCE OF NATIVE VEGETATION SHALL BE KEPT TO A MINIMUM. 3. ROUGH GRADING: SHALL BE PERFORMED TO + OR - 0.25'. TO AREAS DESIGNATED WITHIN LIMITS OF WORK ROUGH GRADING: SHALL BE PERFORMED TO + OR - 0.25'. TO AREAS DESIGNATED WITHIN LIMITS OF WORK ON THE PLAN. FINE GRADING SHALL BE PERFORMED TO + OR - 0.05' TO ALL AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING GRADES MEET ACCESSIBILITY REQUIREMENTS AND SURFACES MEET FINISHED ELEVATIONS FOR SMOOTH TRANSITIONS AT TOILET AND CREATE NO BARRIERS. 4. EXISTING RUBBLE AND TRASH SHALL BE REMOVED AND DISPOSED OF PROPERLY. EXISTING RUBBLE AND TRASH SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5. EXTRANEOUS MATERIALS AND LARGE DEBRIS SHALL BE REMOVED FROM PAVED PARKING AREAS FOR 8" DEPTH. EXTRANEOUS MATERIALS AND LARGE DEBRIS SHALL BE REMOVED FROM PAVED PARKING AREAS FOR 8" DEPTH. 6. ALL EARTHWORK IS TO BE DONE SO THAT POSITIVE DRAINAGE OCCURS AWAY FROM ALL STRUCTURES. ALL EARTHWORK IS TO BE DONE SO THAT POSITIVE DRAINAGE OCCURS AWAY FROM ALL STRUCTURES. 7. ALL SPOT ELEVATIONS DENOTE FINISHED GRADE UNLESS SPECIFIED OTHERWISE. ALL SPOT ELEVATIONS DENOTE FINISHED GRADE UNLESS SPECIFIED OTHERWISE. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF OR OBTAINING EXCESS CUT OR FILL MATERIAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF OR OBTAINING EXCESS CUT OR FILL MATERIAL REQUIRED FOR FINAL GRADE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH ARIZONA BLUE STAKE PRIOR CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH ARIZONA BLUE STAKE PRIOR TO ANY EXCAVATION ON THE SITE. 1 (800) 782-5348 (OR 811). 10. EMPLOY TREE PROTECTION MEASURES FOR ALL TREES THAT MAY BE IMPACTED BY EARTHWORK (FILL). SEE EMPLOY TREE PROTECTION MEASURES FOR ALL TREES THAT MAY BE IMPACTED BY EARTHWORK (FILL). SEE DETAIL 2/D-9.

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EARTHWORK/PAVING QUANTITIES

AutoCAD SHX Text CUT VOLUME: 400.00 CUYD 400.00 CUYD FILL VOLUME: 800.00 CUYD 800.00 CUYD NET: 400.00 CUYD (FILL REQUIRED) 400.00 CUYD (FILL REQUIRED) PAVED AREA: 280 CUYD ASPHALT (@ 3" DEPTH) 280 CUYD ASPHALT (@ 3" DEPTH) 885 CUYD ABC (@ 9" DEPTH)

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KEYED BUILD NOTES

AutoCAD SHX Text 1 CONSTRUCT NEW EARTHEN SWALE. SEE DETAIL 7/D-1 2 CONSTRUCT NEW 24" X 40 FT CMP CULVERT WITH END SECTIONS. SEE SHEETS CONSTRUCT NEW 24" X 40 FT CMP CULVERT WITH END SECTIONS. SEE SHEETSD-6 THRU D-8 3 CONSTRUCT NEW 18" X 30 FT CMP CULVERT WITH END SECTIONS. SEE SHEETS CONSTRUCT NEW 18" X 30 FT CMP CULVERT WITH END SECTIONS. SEE SHEETSD-6 THRU D-8 4 NEW STABILIZED DECOMPOSED PATH AND VIEWING PLATFORM. 5 NEW STABILIZED DECOMPOSED SURFACE AREA 6 SAW CUT AND ENSURE SMOOTH TRANSITION ONTO LONG CANYON ROAD PER YAVAPAI COUNTY REQUIREMENTS

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LANDSCAPE BOULDERS

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NEW ASPHALT PAVEMENT

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KEYED BUILD NOTES CONT.

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7 INSTALL NEW BARRIER ROCK 8 CONSTRUCT NEW STACKED RETAINING WALL

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NEW CONCRETE

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NEW STABILIZED DECOMPOSED GRANITE

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SIGN I

SIGN C

SIGN D

SIGN F

SIGN H

SIGN J

SIGN K

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SIGN G

SIGN E

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

5/1 3/2

1 0 8:

T C:

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

SITE LAYOUT PLAN

2/12/2021

R. HOLT

T. WILLIAMS

C-4 002 100

SURFACE LEGEND

X X X X X X X X X X X X X X X X X X X X X X X X X X X

Feet

0 40 80

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4477.89

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BENCHMARK: 1/2" REBAR

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ELEVATION = 4492.71

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LONG CANYON ROAD

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LANDSCAPE BOULDERS

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COMPACTED DECOMPOSED GRANITE SURFACING

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WIRE FENCE

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NEW ASPHALT MARKINGS

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KEYED BUILD NOTES

AutoCAD SHX Text 1 ACCESSIBLE PARKING STALL AND ACCESS AISLE W/ NEW SIGN. SEE SIGN DETAILS THIS ACCESSIBLE PARKING STALL AND ACCESS AISLE W/ NEW SIGN. SEE SIGN DETAILS THIS SHEET AND DETAIL 1/D-1 FOR POST AND FOOTING REQUIREMENTS. 2 CONSTRUCT NEW STABILIZED AND COMPACTED DECOMP. GRANITE SURFACING. SEE DETAIL CONSTRUCT NEW STABILIZED AND COMPACTED DECOMP. GRANITE SURFACING. SEE DETAIL 9/D-1 3 INSTALL NEW TREATED PEELER CORE POST AND SMOOTH STRANDED WIRE FENCE. SEE INSTALL NEW TREATED PEELER CORE POST AND SMOOTH STRANDED WIRE FENCE. SEE DETAILS 2&3/D-1 4 CONNECTOR TRAILS TO BE FIELD VERIFIED 5 CONSTRUCT NEW ASPHALT PAVEMENT. SEE DETAIL 5/D-1 CONSTRUCT NEW ASPHALT PAVEMENT. SEE DETAIL 5/D-1 6 INSTALL NEW CONCRETE PARKING BUMPER. SEE DETAIL 6/D-1 INSTALL NEW CONCRETE PARKING BUMPER. SEE DETAIL 6/D-1 7 INSTALL NEW CONCRETE SIDEWALK @ RESTROOM FACILITY. SEE DETAILS 3&4/D-2 INSTALL NEW CONCRETE SIDEWALK @ RESTROOM FACILITY. SEE DETAILS 3&4/D-2 8 INSTALL NEW CONCRETE PICNIC TABLE. SEE DETAIL 8/D-1 (3 REQ'D) INSTALL NEW CONCRETE PICNIC TABLE. SEE DETAIL 8/D-1 (3 REQ'D) 9 INSTALL NEW BULLETIN BOARD KIOSK. SEE DETAILS SHEET D-5 INSTALL NEW BULLETIN BOARD KIOSK. SEE DETAILS SHEET D-5 10 INSTALL NEW VAULTED CONCRETE TOILET FACILITY. SEE SHEETS D-3 & D-4 INSTALL NEW VAULTED CONCRETE TOILET FACILITY. SEE SHEETS D-3 & D-4 11 INSTALL NEW ROCK BARRIERS. SEE DETAIL 1/D-2 INSTALL NEW ROCK BARRIERS. SEE DETAIL 1/D-2 12 CONSTRUCT STACKED ROCK RETAINING WALL, TYPICAL. SEE DETAIL 5/D-2 CONSTRUCT STACKED ROCK RETAINING WALL, TYPICAL. SEE DETAIL 5/D-2 13 CONSTRUCT NEW PAINTED TRAFFIC ARROW, TYP. SEE DETAIL 4/D-1 CONSTRUCT NEW PAINTED TRAFFIC ARROW, TYP. SEE DETAIL 4/D-1 14 NEW 4-INCH CONCRETE SIDEWALK. DAVIS INTEGRAL COLOR 'YOSEMITE'. SEE DETAIL 3/D-11 NEW 4-INCH CONCRETE SIDEWALK. DAVIS INTEGRAL COLOR 'YOSEMITE'. SEE DETAIL 3/D-11 15 NEW METAL VEHICLE GATE. SEE DETAILS ON SHEETS D-9 AND D-10NEW METAL VEHICLE GATE. SEE DETAILS ON SHEETS D-9 AND D-10

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NEW CONCRETE SURFACE

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STACKED ROCK RETAINING WALL

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(3 FOOT MAX.)

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NEW ASPHALT PAVEMENT

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LONG CANYON ROAD

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CHUCKWAGON AND

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MESCAL DAY USE

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TRAILHEAD

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LONG CANYON TRAILS

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METAL, BROWN, WHITE LETTERS AND BORDER

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METAL, BROWN, WHITE LETTERS AND BORDER

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METAL, WHITE, BLACK LETTERS AND BORDER

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ONE

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WAY

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METAL, BLUE, WHITE LETTERS AND BORDER

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OVERSIZE

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METAL, BROWN, WHITE LETTERS AND BORDER

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METAL, BROWN, WHITE LETTERS AND BORDER

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EXIT

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QTY.

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QTY.

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QTY.

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QTY.

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QTY.

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QTY.

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QTY.

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METAL, BROWN, WHITE LETTERS AND BORDER

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PARKING

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QTY.

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QTY.

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WHITE WITH BLACK LETTERS

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STANDARD

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TRANSIT BUS ONLY

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NO COMMERCIAL BUSES ALLOWED

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METAL, BROWN, WHITE LETTERS AND BORDER

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QTY.

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MESCAL DAY USE TRAILHEAD

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WOOD NATURAL, WHITE LETTERS

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VISTA PATH AND CONNECTOR TO OAK TRAIL

AutoCAD SHX Text ALUMINUM SUBSTRATE SHALL BE ALLOY 5052-H38 OR 6061-T6 FROM FLAT SHEET STOCK CONFORMING TO THE REQUIREMENTS OF ASTM B209 AND FP-14 SECTION 718.03(C). ALL RETROREFLECTIVE SHEETING SHALL BE ASTM TYPE III, HIGH-INTENSITY, UNLESS OTHERWISE SPECIFIED.INSTALL ALL SIGNS AS PER MUTCD AND USFS EM 7100-15 'SIGN INSTALLATION GUIDE', LATEST EDITION. FOLLOW ALL SIGN POST SPACING, SIZE AND REQUIREMENTS. ALL SIGNS SHALL PROOFS SHALL BE SUBMITTED FOR APPROVAL.

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%%USIGNAGE NOTES:

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QTY.

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DO NOT ENTER SIIGN, MUTCD R5-1

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QTY.

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STOP SIIGN, MUTCD R1-1

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4" SUBGRADE

PREP

MARICOPA

EDGE, TYP.

9" COMPACTED

ABC

3" ASPHALTIC

SURFACE

3:1

FINISH GRADE

4" STABILIZED DG

SURFACING

FINISH

GRADE

OUTDOOR CREATIONS

MODEL 104FSS (INTEGRAL

COLOR - 'YOSEMITE' W/

WOODGRAIN TEXTURE)

OR APPROVED EQUAL

OUTDOOR CREATIONS MODEL 104FSS (INTEGRAL COLOR -

'YOSEMITE' W/ WOODGRAIN TEXTURE)

OR APPROVED EQUAL

ENSURE 4'-0" CLEAR

AROUND ALL SIDES OF

EACH TABLE

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

4/1 6/2

1 1 0:

T C:

W G;

R03

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

SITE DETAILS

02/12/2021

R. HOLT

T. WILLIAMS

D-1 002 100

13"

18"

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2. PLACE ACCESSIBLE SIGNS AT FRONT CENTER OF EACH ACCESSIBLE PARKING SPACE..

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1. SIGN TO BE 18 GAUGE BONDERIZED STEEL, W/ BAKED ENAMEL & SCREEN PRINTED COPY. MOUNT ON POSTS SET IN 2500# CONCRETE BASE AS SHOWN.

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SEE SHEET C-3 FOR SIGN PLAN AND DETAILS

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2" SQUARE TUBE STEEL BREAK AWAY SIGN POST, SELF WEATHERING STEEL COR-10.

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FINISHED GRADE

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CONC FOOTING, COLOR - 'SALMON'

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ELEVATION

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SECTION A-A

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1" X 6" SPACER THROUGH CURBS

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FINISH SURFACE

AutoCAD SHX Text #6 x 24" REBAR ANCHOR 2 REQUIRED PER CURB

AutoCAD SHX Text 1" x 712" PIPE SLEEVE

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#4 REBAR 2" CLEARANCE 3 REQUIRED

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FINISH SURFACE

AutoCAD SHX Text #6 x 24" REBAR ANCHOR 2 REQUIRED PER CURB

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RE-SEED DISTURBED SURFACES

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MATCH EXISTING SURFACE

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SUBGRADE

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COMPACTED

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SUBGRADE

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1. TILL STABILIZER THOROUGHLY INTO TILL STABILIZER THOROUGHLY INTO MATERIAL FOR FULL DEPTH. 2. LEVEL SURFACE AND ROLL. LEVEL SURFACE AND ROLL. 3. PAVING SHALL BE SLOPED TO PAVING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. 4. SUBMIT D.G. SAMPLE FOR SUBMIT D.G. SAMPLE FOR APPROVAL

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STABILIZER NOTES:

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STABILIZED AND COMPACTED CRUSHED DECOMP. GRANITE

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%%UELEVATION

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%%UEND VIEW

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%%UNOTE:

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END POST

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TREATED 6"%%C

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4- STRAND

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SMOOTH WIRE

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PEELER CORE POSTS

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TERMINATE W/ 'H' BRACE OR ENCASE IN CONCRETE

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#14 GALVANIZED

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STAY WIRE

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TWIST STICK

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PULL

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END POST

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TERMINATE W/ 'H' BRACE OR ENCASE IN CONCRETE

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'H' BRACE

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SIGN POST AND FTG. DETAIL

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%%UNOTES:

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CONCRETE PARKING BUMPER DETAIL

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EARTHEN SWALE DETAIL

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TRAFFIC ARROW DETAIL

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TRAILHEAD AREA PAVED ROAD/PARKING AREA

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WIRE FENCE DETAIL

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CONCRETE PICNIC TABLE DETAILS

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WIRE FENCE CORNER/END DETAILS

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%%UMARICOPA EDGE DETAIL

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STABILIZED AGGREGATE SURFACE DETAIL

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TYPICAL SECTION

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NOTES:

1. COMPACT MARICOPA EDGE COMPACT MARICOPA EDGE ASPHALT IN 4.5-INCH LIFTS

R O

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 3/2

1 0 9:

T C:

W G;

R03

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

SITE DETAILS

02/12/2021

R. HOLT

T. WILLIAMS

D-2 002 100

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EXISTING ROCK

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1. PLACE ROCKS IRREGULARLY IN LUMPS OF 3 2. DO NOT PLACE IN A STRAIGHT LINE

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TYPICAL ROCK GROUPING 1-3 ROCKS, WEATHERED SIDE UP

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TREES AND SHRUBS

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1. BARRIER ROCK LOCATIONS SHALL BE BARRIER ROCK LOCATIONS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE GOVERNMENT. 2. BARRIER ROCK SOURCE SHALL BE EXISTING BARRIER ROCK SOURCE SHALL BE EXISTING ROCKS ON SITE OR APPROVED OFF SITE SOURCE. 3. MINIMUM DIAMETER OF BARRIER ROCK MINIMUM DIAMETER OF BARRIER ROCK SHALL BE APPROX. 24-INCHES. (APROX. 1,200 POUNDS) MAXIMUM SPACING OF ROCKS SHALL NOT EXCEED SIX FEET.

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PLAN VIEW

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NOTES:

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EXISTING GRADE

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SECTION VIEW

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SET BARRIER ROCK 1/3 TO 1/2 BELOW FINISHED GRADE WITH WEATHERED SIDE UP

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SEE OTHER PLANS FOR BUILDING FLOOR SLAB DIMENSIONS

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FINISH FLOOR

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TOP CONCRETE

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TOP CONCRETE

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12" VENT PIPE, TYPICAL OF 2

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4-INCH CONCRETE SLAB. SEE OTHER PLANS FOR UNDER BUILDING VAULT REQUIREMENTS

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4-INCH CONCRETE SLAB. SEE OTHER PLANS FOR UNDER BUILDING VAULT REQUIREMENTS

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3-INCH ASPHALT PARKING STALL. SEE OTHER PLANS REQUIREMENTS

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4-INCH CONCRETE SLAB. SHALL BE DOWELED WITH REBAR INTO FLOOR SLAB

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2 #5, CONT.

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4-INCH CONCRETE SLAB, 3,000 PSI. INTREGAL COLOR 'YOSEMITE'

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BUILDING APRON (PRECAST CONCRETE - PART OF BLDG. KIT)

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12" EXPANSION JOINT MAT'L BETWEEN PRECAST BLDG. AND NEW SIDEWALK AROUND BLDG.

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CONCRETE SIDEWALK INTREGAL COLOR 'YOSEMITE'

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#4 REBAR DOWELS

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%%UNOTES

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1. NATIVE STONE STACKED ROCK RETAINING WALLS W/AGGREGATE INFILL MATERIAL, MAXIMUM HEIGHT IS 36", RETAINING WALL BASE TO BE APPROX. 1/2 THE HEIGHT OF THE WALL, SET AT 1:3 BATTER, KEYED INTO SUB-GRADE A MIN. 12", LARGER STONES TO BE SET IN BASE AND GRADUAL DECREASE IN SIZE TO RETAINING WALL TOP. 2. FINAL STACKED ROCK RETAINING WALL DESIGN AND CONSTRUCTION TO BE CHARACTERISTIC OF THE NATURAL ROCK FORMATIONS AND SHALL BE COORDINATED WITH GOVERNMENT LANDSCAPE ARCHITECT. 3. CONTRACTOR SHALL USE FOREST SERVICE APPROVED RED ROCK AND FILL CONTRACTOR SHALL USE FOREST SERVICE APPROVED RED ROCK AND FILL FOR ROCK WALL WORK. RED ROCK MATERIAL AND FILL CAN BE SORTED AND HAULED FROM FS SITE (761B PIT NEAR INTERSECTION OF FSR 525 & 761b). 4. CRUSHED AGGREGATE DRAIN RED ROCK TO RANGE BETWEEN 2-4" IN SIZE AND FREE OF ORGANICS. SHOULD CONTAIN NO MORE THAN 5 MINUS NO. 200 SIEVE. 5. SUB-GRADE MATERIAL TO BE COMPACTED IN LIFTS NO LARGER THAN 12". 6. GEOTEXTILE STABILIZING SYSTEM TO BE INSTALLED BETWEEN THE CRUSHED AGGREGATE AND ROCKERIES. 7. STAGGER VERTICAL JOINTS HORIZONTALLY FROM VERTICAL JOINTS IN EACH ADJOINING COURSES. 8. FINISH ELEVATION OF ROCKERY BASES SHALL MATCH ELEVATION AT EDGE OF TRAIL(S).

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95% COMPACTED SUB-GRADE TYPICAL

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12" MIN. KEY JOINT INTO SUBGRADE

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CRUSHED AGGREGATE DRAIN, 12" MIN. WIDTH

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RED ROCK BOULDER ROCKERY WALL

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CONCRETE OR OTHER SUFACING

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HANDRAIL AS PER SITE PLAN. SEE DETAILS SHEET D-11

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LANDSCAPE BOULDER DETAIL

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VAULT TOILET SIDEWALK PLAN

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VAULT TOILET SIDEWALK DETAILS

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STACKED ROCK RETAINING WALL DETAIL

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SPRING HINGE 4.5x4.5

(TYP 6 PLCS)

ANCHOR NAIL 1/4 x 3/4

PREDRILL 1/4"

(TYP 12 PLCS)

3068 DOOR ASSEMBLY

SEE SPECIFICATIONS

VAULT 1 - TYP 2 PLCS

(SEE VAULT PLAN)

2868 DOOR ASSEMBLY

SPRING HINGE 4.5x4.5

(TYP 3 PLCS)

SIGN (SI-2)

(SYMBOL AS REQUIRED)

CONCRETE SIDEWALK, SEE

SIDEWALK PLAN AND DETAILS

SHEET D-2, TYP.

CONCRETE SIDEWALK, SEE

SIDEWALK PLAN AND DETAILS

SHEET D-2

CONCRETE SIDEWALK, SEE

SIDEWALK PLAN AND DETAILS

SHEET D-2

2%2%

2% 2%

R O

B O

V E

R O

B O

V E

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

4/1 5/2

1 1 6:

T C:

W G;

R03

SOUTHWEST REGION

MESCAL DAY USE

TRAILHEAD

COCONINO NATIONAL

FOREST

RED ROCK RANGER DISTRICT

VAULT TOILET DETAILS

02/12/2021

R. HOLT

T. WILLIAMS

D-3 002 100

AutoCAD SHX Text

VENT PIPE 12'-0"

AutoCAD SHX Text

BUILDING TO VAULT CONNCTION: BUTYL TAPE ADHESIVE SEALANT.

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

RESTROOM

AutoCAD SHX Text

REAR ELEVATION

AutoCAD SHX Text

LEFT-SIDE ELEVATION

AutoCAD SHX Text

RIGHT-SIDE ELEVATION

AutoCAD SHX Text

FRONT ELEVATION

AutoCAD SHX Text W 3

AutoCAD SHX Text W 4

AutoCAD SHX Text F 1

AutoCAD SHX Text

WASTE PAPER BASKET MOUNT BTM 12" OFF FINISHED FLOOR

AutoCAD SHX Text

GOJO WATERLESS SOAP DISPENSER MOUNT BTM 40" OFF FINISHED FLOOR (TYP 2 PLCS)

AutoCAD SHX Text %%uELEVATION

AutoCAD SHX Text %%uPLAN VIEW

AutoCAD SHX Text %%uEND VIEW

AutoCAD SHX Text

2" DRAFT IN 4'-0" (TYP 4 PLCS)

AutoCAD SHX Text

SLOPE = 1" PER 1'-0"

AutoCAD SHX Text

8" DIA TAPERED BLOCKOUT

AutoCAD SHX Text 4 x 4 CHAMFER (TYP)

AutoCAD SHX Text

1 1/2" DRAFT IN 4'-0" (TYP 4 PLCS)

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 D-3

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

NORTH

AutoCAD SHX Text D-3

AutoCAD SHX Text

ELEVATIONS

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text D-3

AutoCAD SHX Text

VAULT PLAN

AutoCAD SHX Text

SCALE: N.T.S.

DOOR STOP

PLEASE...

DO NOT put trash in toilets, it is extremely difficult to remove.

THANK YOU

PLEASE...

DO NOT put trash in toilets, it is extremely difficult to remove.

THANK YOU

SIGN (SI-1)

ANCHOR NAIL 1/4x3/4 (QTY 4)

PREDRILL 1/4"

RISER

VERTICAL GRAB BAR

GRAB BAR

ANCHOR NAIL 3/16x7/8 (QTY 9)

PREDRILL HOLE 3/16" DIA

TP DISPENSER

(SEE MI FOR SPECIFICATION)

ANCHOR NAIL 1/4x1 (QTY 6)

PREDRILL 1/4"

VERTICAL GRAB BAR

WASTE PAPER BASKET

SEE SPECIFICATION

GOJO WATERLESS

SOAP DISPENSER

COAT HOOK

ONE WAY OVAL 8x1 1/4

ANCHOR LEAD 6-8x1

PREDRILL 1/4"

COAT HOOK

ONE WAY OVAL 8x1 1/4

ANCHOR LEAD 6-8x1

PREDRILL 1/4"

COAT HOOK

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

5/1 3/2

1 0 9:

T C:

W G;

R03

SOUTHWEST…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 6, 2021.