18-ForestServiceGrading.pdf

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Transition may vary

4"

4"

2% MAX.

COMPACTED SUBGRADE

4" DEPTH TYPE 2 AGGREGATE SUB-BASE,

RE: GEOTECH AND SPECS FOR COMPACTION

4" THICK, CLASS DA MODIFIED 4,500 PSI

- CONC. PAVING W/ FIBER REINFORCING.

RE: GEOTECH.

1/2" TOOLED EDGE, TYP.

NATIVE SOIL OR CRUSHER FINES

RE: 6/L4.00 AND PLAN.

FINISH GRADE

GREY CONCRETE: MED. BROOM FINISH

COLORED CONCRETE: LIGHT EXPOSED

AGGREGATE FINISH

SEALANT MATERIAL, SEE SPECS

CONCRETE PAVEMENT PER SPECS

PLACE EXPANSION JOINT MATERIAL & SEALANT

WHERE CONCRETE ABUTS STRUCTURE'S

FOUNDATION, RETAINING WALLS, BACK OF

CURB, STRUCTURAL PAVEMENT, AS SHOWN ON

PLAN (EJ) AND A MIN. OF EVERY 100' O.C.

TOOLED EDGE BOTH SIDES OF EXPANSION

JOINT, 1/4" RAD.

SAWCUT JOINTS TO BE 1/3 THE DEPTH OF SLAB

UNDISTURBED OR COMPACTED SUBGRADE,

TYP., RE: GEOTECH AND SPECS

4" AGGREGATE BASE, RE: GEOTECH AND

SPECS. FOR COMPACTION

1/2"

4"

1/2"

4"

1/2" BITUMINOUS EXPANSION

JOINT

4"

COMPACTED SUBGRADE

NATURAL EDGE

2% MAX SLOPE

VARIES, SEE PLAN

AGGREGATE BASE COURSE

CONCRETE PAVING

RE: 1/L4.00

BOULDER - EMBED 1/3 ROCK HT.

SEE PLAN FOR APPROXIMATE

SIZES. SALVAGE FROM

PROJECT AREA DURING

CONSTRUCTION IF AVAILABLE,

IMPORT IF NOT AVAILABLE.

PAVING PER PLANS

UNDISTURBED OR

COMPACTED SUBGRADE,

TYP., RE: GEOTECH AND

SPECS

2/3 HT.

1/3 HT.

1/2" BITUMINOUS

EXPANSION JOINT

NOTE: IT IS ANTICIPATED THAT

MOST OF THE BOULDERS WILL

NEED TO BE IMPORTED. SEE

SPEC. SECTION 044300 FOR

BOULDER SOURCES.

GRASSPAVE2 GEOGRID RINGS

HYDROGROW MIX BELOW

RINGS.

COMPACTED ROAD BASE

-RE: GEOTECH. REPORT FOR

RECOMMENDED DEPTH FOR

EMERGENCY VEHICLE

LOADING.

-95% MODIFIED PROCTOR

DENSITY

1"

6"

FILL RINGS WITH

CLEAN, SHARP SAND

TOP OF NATIVE GRASS ROOT

MASS 1/4" ABOVE TOP OF RINGS

COMPACTED SUBGRADE

2% MAX.

COMPACTED SUBGRADE

AGGREGATE BASE COURSE

CONC. BREAKLINE, TYP.

CONC. OVERPOUR BREAK-OFF

TAB, TYP.

PLANTINGS, RE: PLANTING PLAN.

2"-4"

OVERPOUR

WIDTH VARIES

RE: PLANS

NOTES:

1. CONTRACTOR TO STRIKE TOP OF BREAK OFF TAB PRIOR TO FULL CURE TO EXPOSE

BROKEN FACE EDGE OF CONCRETE SEE PLANS.

2. CONTRACTOR IS TO PROVIDE A 10' LENGTH MOCK-UP FOR REVIEW.

4" CONC. PAVING

RE: 1/L4.00

COMPACTED

SUBGRADE

SCALE: 1"=1'-0" L4.00

1 CONCRETE/ COLORED CONC. PAVING

SCALE: 1"=1'-0" L4.00

2 EXPANSION JOINT/ CONTROL JOINT

SCALE: 1"=1'-0" L4.00

6 CRUSHER FINES PAVING

SCALE: 1/2"=1'-0" L4.00

3 LANDSCAPE BOULDER

SCALE: 1"=1'-0" L4.00

7 GRASSPAVE2 EMERGENCY ACCESS PAVING

SCALE: 1"=1'-0" L4.00

4 BROKEN EDGE CONCRETE WALK

SCALE: 1"=1'-0" L4.00

5 FLAGSTONE PAVING

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Ground at trail locations will be at finish grade, blended to adjacent contours

2'-0"

TYP.

1'-6"

TYP.

2" CHAMFER, TYP.

4" AGGREGATE BASE

COURSE, TYP.

4" DEPTH CONC. PAVING

RE: 1/L4.00,TYP.

4'-0"

TYP.

COMPACTED

SUBGRADE

2% TYP.

2'-4"

MIN.

1'-0"

CONCRETE WALL, TYP.

4" PERF. PVC DRAIN PIPE

IN NDOT TYPE II DRAIN

BACKFILL TRENCH, NDOT

704.03.01

-WRAP W/ FILTER FABRIC

6"

TYP.

(4) 2 X 6 TREX PLANKS

-CURVE PLANKS TO MATCH

RADIUS OF WALL BELOW

-BOLT TO I-BEAM BELOW

RE: STRUCTURAL

STEEL I-BEAM, EVERY 2'-0" O.C.

RE: STRUCTURAL

1/2" EXP. JT. AND SEALANT,TYP. 2% TYP.

1" CHAMFER

3" 3"

6"

3'-0"

AMPHITHEATER FLOOR

RE:1/L4.00

LED LIGHT TAPE MOUNTED

ON METAL CHANNEL

RE: ELEC.

CONDUIT

RE: ELEC.

2" DIA. WEEP HOLE,

EVERY 10' O.C.

LAWN SLOPE

FREE DRAINING

TOPSOIL

1/2" X 4" GALV. EXPANSION

BOLT W/ NUT & WASHER, TYP.

1 1/2"

FOUNDATION, TYP.

RE: STRUC.

1'-6"

6" TYP.

1'-6"

UPPER STAGE: WIDTH VARIES, RE: PLAN

8"

BOULDERS, RE: 3/L4.00 AND PLAN

FINISH GRADE

1/3 DEPTH

OF BOULDER

TYP.

2% TYP.

4" DEPTH CONC. PAVING

RE: 1/L4.00, TYP.

4" DEPTH AGGREGATE

BASE COURSE, TYP.

COMPACTED

SUBGRADE

1/2" EXP. JT. AND SEALANT

2% TYP.

4" DEPTH CONC. PAVING

RE: 1/L4.00

TRENCH GRATE

SEE DETAIL ABOVE

RE: SPECS.

LOWER STAGE: WIDTH VARIES, RE: PLAN

CONCRETE CURB WALL

6" 1/2" EXP. JT.

AND SEALANT, TYP.

2" EXP. JT.

AND SEALANT, TYP.

SEE TRENCH DRAIN

ENLARGEMENT

4'-0"

2'-0"

8"

1'-6"

2% TYP.

CONC. WALL BEHIND

RE: STRUCTURAL FOR

FOOTING DESIGN, DEPTH,

AND REINFORCING

4" AGGREGATE BASE

COURSE, TYP.

COMPACTED

SUBGRADE

1/2" EXP. JT.

AND SEALANT, TYP.

2" CHAMFER TYP.

EXPOSED EDGES

4" DEPTH CONC. PAVING

RE: 1/L4.00, TYP.

1/2" EXP. JT. AND SEALANT, TYP.

1'-6"

6" 6" 6"

1'-6"

INVERT VARIES.

SEE GRADING PLAN

2% 2%

CONC. CONTAINMENT

TRENCH GRATE

RE: SPEC.

GRATE FRAME WITH BOLT

SET INTO CONC.F.G.

COMPACTED

SUBGRADE

SCALE: 1"=1'-0" L4.01

1 CONCRETE SEAT WALL W/ TREX SEATING- ADD. OPTIONAL 2A

SCALE: 1/2"=1'-0" L4.01

2 CONCRETE STAGE- ADD. OPTIONAL 2A

SCALE: 1"=1'-0" L4.01

3 CONCRETE WALL @ ADA SEATING-- ADD. OPTIONAL 2A

TRENCH DRAIN ENLARGEMENT

NOTE:

REFER TO STRUCTURAL S6.15 FOR ALL CONCRETE FOUNDATION DESIGN ,

DEPTHS AND REINFORCING.

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COMPACTED

SUBGRADE

2'-6" TYP. 3'-0" TYP.

CONC. STEM

WALL, TYP.

PLANTING AREA

RE: PLANTING PLANS

1'-6"

2%

1" TYP. CHAMFER,

BOTH SIDES

4" DEPTH CONC. PAVING

RE: 1/L4.00

2'-6"

TYP.

1/2" EXP. JT.

4" SANDSTONE CAP, TYP.

-SNAP CUT EDGES

2%

2'-6"

CONC. RETAINING

WALL

1/4" - 3/8" LATICRETE 3701

MORTAR JOINT, TYP. BACK

AND SIDE JOINTS

1/2"-1" LATICRETE 3701

MORTAR SETTING BED, TYP.

2"

TYP.

1/2" EXP. JT. AND SEALANT

2%

TYP.

VARIES

RE: PLAN

1'-6"

TYP.

4" DEPTH CONC. PAVING

RE: 1/L4.00

1'-0"

3"

LED LIGHT TAPE MOUNTED

ON METAL CHANNEL

RE: ELEC.

RE: STRUC. FOR

REINFORCING, TYP.

1 1/2"

CONDUIT

RE: ELEC.

4" DEPTH

AGGREGATE BASE

COURSE, TYP.

SLOPE

COMPACTED SUBGRADE

1'-6"

PLANTER

RE: PLAN

1'-6"

2%

2%

2'-6"

VARIES

RE: PLAN

PLANTING AREA

RE: PLANTING PLANS

1" TYP. CHAMFER,

BOTH SIDES

4" DEPTH CONC. PAVING

RE: 1/L4.00

CONC. RETAINING WALL

BOULDER SEAT WALL

-BURY 1/3 OF

BOULDER HT., TYP

LANDSCAPE BOULDERS

BEHIND, RE: 3/L4.00 AND PLAN

+/-3'-0"

9" DEPTH CRUSHED

AGGREGATE TO BOTTOM

OF FIRE RING

4' DIA. PRE-FAB FIRE RING

W/ GRILL STRUCTURE

RE: SPEC.2" DEPTH SANDSTONE PAVER, RE: 5/L4.00

-SWEEP CRUSHER FINES INTO JOINTS

1'-6"

9"

FINISH GRADEFINISH GRADE

4" DEPTH

AGGREGATE BASE

COURSE, TYP.

2" DEPTH SANDSTONE PAVER, RE: 5/L4.00

-SWEEP CRUSHER FINES INTO JOINTS

RE: STRUC. FOR

REINFORCING

SCALE: 1"=1'-0" L4.03

1 SANDSTONE SEATING SECTION

SCALE: 1"=1'-0" L4.03

2 PLANTER/ FIRE PIT SECTION

NOTES:

1. REFER TO STRUCTURAL S6.11, S6.13 FOR ALL

CONCRETE FOUNDATION DESIGN, DEPTHS AND

REINFORCING.

2. SEE PLAN FOR CONCRETE SEAT WALL, CONCRETE

STAIRS AND CONCRETE PAVING COLORS AND

FINISHES.

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The Forest Service will rough slope the area. The Contractor is required to develop the space.

3" X 3" STEEL POST, INSERT POSTS INTO STEEL

SLEEVE EMBEDDED INTO CIP CONCRETE DECKING,

AND BOLT TO SLEEVE WITH TAMPER-PROOF

FASTENERS

19'-9" O.C.

3" TYP.

3" THICK MANUFACTURED

STONE VENEER TO MATCH ARCH. SPEC.

C.I.P. CONCRETE CORE

RE: STRUCTURAL FOR REBAR

CONCRETE FOUNDATION,

RE: STRUCTURAL FOR REBAR

STONE LEDGE

4"

4" THICK MANUFACTURED STONE

CAP, ATTACH WITH 4" X 1/2" S.S.

DOWELS (2 PER CAP, MIN.), EPOXY

RE: DETAIL 6/L4.14

F.G.

CIP CONCRETE DECKING,

INTEGRAL COLOR CONC.

W/EXPOSED AGGREGATE FINISH

RE: STRUCTURAL

ENLARGEMENT RE:5/ L4.14

3'-6"

4" MAX.

TYP.

COMPACTED SUBGRADE

EQ. EQ. EQ.

2'-0" TYP.

2'-8" TYP.

3/8" MORTAR SETTING BED

DRYSTACK BOULDER WALL.

SEE 1/L4.20

STONE COLUMN BEYOND

3" SQ. POST, POWDER-COATED. RE: ARCH. SPEC.

RE: 7/L4.14

1 1/2" DIA. STEEL RAIL, POWDER-COATED

RE: ARCH. SPEC.

3" DIA. STEEL TOP RAIL, POWDER-COATED.

RE: ARCH. SPEC.

9'-8"

CONCRETE FOUNDATION AND

BRIDGE ABUTMENT BEYOND

RE: STRUC.

3'-6"

F.G.

CIP CONCRETE DECKING,

INTEGRAL COLOR CONC.

W/ EXPOSED AGGREGATE FINISH

RE: STRUC.

3 1/2" X 6" STEEL SLEEVE EMBEDDED

INTO CIP CONCRETE DECKING,

RE: STRUC.

10'-0"

STONE COLUMNS, TYP.

RE: 4/L4.14

STEEL RAILING SYSTEM,

RE: 3 & 4/L4.14.

CIP CONCRETE DECKING,

INTEGRAL COLOR CONC.

W/EXPOSED AGGREGATE FINISH

RE: STRUC.

A

A

BB

1/2" EXPANSION JOINT

BRIDGE ABUTMENT BELOW

RE: STRUC.

20'-0"

7'-0"

STEEL WAYFINDING SIGN ELEMENT;

SEE SPEC. SECTION 055000

9"

2'-9"

1'-2"

1" CLR

STONE LEDGE

SECTION: D-D

EMBED 4 -1/2" X 8" ANCHORS TO

COLUMN CORE; WELD SIGN TO

ANCHORS

D

D

3/8" MORTAR SETTING BED

8"

8"

4'-0"

F.G. F.G.

BRIDGE ABUTMENT BEYOND

CIP CONC. CORE

RE: STRUC.

4" THICK MANUFACTURED STONE

VENEER TO MATCH ARCH. SPEC.

PLASTIC STONE SETTING SHIMS

4" THICK MANUFACTURED

STONE CAP

3/8" MORTAR BED

4" S.S. DOWELS (2 PER CAP, MIN.)

3/8" MORTAR SETTING BED

4" MAX.

TYP.

1/2" EXPANSION

JOINT, RE: SPECS.

STONE COLUMN

3 1/2" X 6" STEEL SLEEVE

EMBEDDED INTO CIP CONCRETE

DECKING, RE: STRUCTURAL

THRU BOLT WITH NUT,

CUT FLUSH

3" SQ. STEEL POST,

POWDER-COATED. RE: ARCH. SPEC.

RE: 7/L4.14

1 1/2" DIA.STEEL RAIL, POWDER-COATED.

RE: ARCH. SPEC.

4" MAX.

TYP.

COMPACTED SUBGRADE

WELD STEEL

TOP RAIL TO POST

3" X 3" STEEL

POST

3" X 3" STEEL POST

INTERMEDIATE

RAILS BELOW

TOP HANDRAIL

SCALE: 1/2" = 1'-0" L4.14

1 ENTRANCE BRIDGE WITH STONE COLUMNS - PLAN

SCALE: 1/2" = 1'-0" L4.14

2 ENTRANCE BRIDGE WITH STONE COLUMNS WAYFINDING - SECTION

SCALE: 1/2" = 1'-0" L4.14

4 ENTRANCE BRIDGE WITH STONE COLUMNS - SECTION B-B

SCALE: 1/2" = 1'-0" L4.14

3 ENTRANCE BRIDGE WITH STONE COLUMNS - SECTION A-A

SCALE: 1/2" = 1'-0" L4.14

5 ENTRANCE BRIDGE RAILING CONNECTION ENLARGEMENT - SECTION

SCALE: 1/2" = 1'-0" L4.14

6 ENTRANCE BRIDGE STONE COLUMN CAP ENLARGEMENT - SECTION

SCALE: 1/2" = 1'-0" L4.14

7 ENTRANCE BRIDGE RAILING DETAIL

SECTION

PLAN

NOTE:

REFER TO STRUCTURAL S6.12, S6.13 FOR ALL STEEL SIZING AND CONNECTIONS,

CONCRETE COLUMN, DECK AND ABUTMENT SIZING AND REINFORCEMENT.

NOTE:

ALL WELDED STEEL CONNECTIONS

TO BE SHOP-FABRICATED

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SLOPE 4:1 OR FLATTER

RE: GRADING PLANS

NOTES:

1. SEE LANDSCAPE SITE PLANS, GRADING PLANS, AND HORIZONTAL CONTROL

PLANS FOR WASH BED CONFIGURATION.

2. CONTRACTOR TO PROVIDE A UNIFORM /SMOOTH TRANSITION BETWEEN

TYP. SECTION TYPES.

3. COBBLE TO BE ARRANGED IN A NATURALISTIC MANNER.

4. WASH BOTTOM ROCK TO BE ROUNDED RIVER ROCK 2"-20" (D50 = 12"), 2'

DEPTH, SIMILAR GRADATION AS NDOT CLASS 300 RIP RAP

5. BEDDING SHALL BE NDOT CLASS 300/400 RIP RAP BEDDING

F.G.

SLOPE PLANTINGS

RE: LANDSCAPE PLANS

COMPACTED SUBGRADE

RE: CIVIL PLANS

LANDSCAPE BOULDER.

1'-0"

DOUBLE NET COCONUT

EROSION CONTROL BLANKET

EXTEND TO 4' MIN. ABOVE

CHANNEL BOTTOM. RE: SPECS.

WASH BOTTOM ROCK, 2" - 20" ROUNDED

RIVER ROCK, 2' DEPTH

2'-0"

10'-0"

CHANNEL WIDTH

6" DEPTH BEDDING

SLOPE

RE: CIVIL PLANS

NOTES:

1. SEE LANDSCAPE SITE PLANS, GRADING PLANS, AND HORIZONTAL CONTROL

PLANS FOR WASH BED CONFIGURATION.

2. WASH BOTTOM ROCK TO BE ROUNDED RIVER ROCK 2"-20" (D50 = 12"), 2' DEPTH,

SIMILAR GRADATION AS NDOT CLASS 300 RIP RAP

3. COBBLE TO BE ARRANGED IN A NATURALISTIC MANNER.

4. BEDDING SHALL BE NDOT CLASS 300/400 RIP RAP BEDDING.

F.G.

SLOPE PLANTINGS

RE: LANDSCAPE PLANS

COMPACTED SUBGRADE

DRYSTACK BOULDER WALL.

4'-0"

MAX.

DOUBLE NET COCONUT

EROSION CONTROL BLANKET

-EXTEND TO 4' MIN. ABOVE

CHANNEL BOTTOM. RE: SPECS.

WASH BOTTOM ROCK, 2" - 20" ROUNDED

RIVER ROCK, 2' DEPTH

2'-0"

5'-0"

CHANNEL

WIDTH

6" DEPTH BEDDING

6"

TYP.

3'-0"±

SCALE: NTS L4.20

1 TYPE 1 WASH CHANNEL/BED - SECTION

SCALE: NTS L4.20

2 TYPE 1 ALTERNATE WASH CHANNEL/BED - SECTION

CHARACTER IMAGE FOR TYPE 1 WASH CHANNEL/BED SECTION CHARACTER IMAGE FOR TYPE 1 ALTERNATE WASH CHANNEL/BED SECTION

NOTE:

DRYSTACK BOULDER WALL NOT SHOWN.

INSTALL VARIOUS SIZES OF

ROCKS IN WASH BOTTOM.

ROCK TO HAVE NATURAL

DISTRIBUTION PATTERN.

NOTE:

DRYSTACK BOULDER WALL NOT SHOWN.

INSTALL VARIOUS SIZES OF

ROCKS IN WASH BOTTOM.

ROCK TO HAVE NATURAL

DISTRIBUTION PATTERN.

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Grade across channel sections will be from top of berm or finish grade, straight across the channel eoman Line eoman Line eoman

The Forest Service will leave this access road to the valley for Contractor's use. The proposed trail alignment does not follow the existing road. Contractor will be required to obliterate the existing road and construct the trail grade.