2015_Scenic_Byway_Projects_R01.pdf

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BIG PINES

VISITOR CENTER

BUILDING

EX. VISITOR CENTER

POND & ROCK STAIRS;

TO REMAIN

EX. ROCK WALLS;

TO REMAIN

NEW 4-FT WIDE

DG WALKWAY

NEW A.C. PAVEMENT

PARKING LOT

LIMITS OF CONSTRUCTION

A

ANGELES CREST HIGHWAY

NEW A.C. PAVEMENT

PARKING LOT

NEW C.M.U. ROCK-VENEERED

RETAINING WALL; MAX HEIGHT

32" (4 COURSES); APPROX.

LENGTH = 32'-5"; SEE DETAILS

ON SHEET 9 OF 12

NEW 12"-WIDE V-DITCH

AT BACK OF C.M.U.

RETAINING WALL;

SEE DETAIL ON

SHEET 9 OF 12

NEW HDPE WHEEL STOPS, TYP.;

SEE DETAIL ON SHEET 10 OF 12

REMOVE EX. 24"x36" UTILITY BOX;

INSTALL NEW BOX & LEVEL

TO NEW PAVEMENT ELEVATION

REMOVE EX. 42"x42" UTILITY BOX;

INSTALL NEW BOX & LEVEL

TO NEW PAVEMENT ELEVATION

EARTHWORK:

EXCAVATION (CUT): 32 CUBIC YARDS

EMBANKMENT (FILL): 87 CUBIC YARDS

NET (FILL): 55 CUBIC YARDS

A.C. PAVEMENT:

AREA 5,250 SQUARE FEET

2" A.C. PAVEMENT: 66.5 TONS

6" COMPACTED AGG. BASE: 200 TONS

PAVEMENT STRIPING & WHEEL STOPS:

4"-THICK LINES : 251 FEET

HANDICAP SYMBOLS: 1 EACH

STOP BARS, LETTERS & SIGNS: 1 EACH

WHEEL STOPS 10 EACH

RETAINING WALL:

CONCRETE V-DITCH (12"-WIDE): 128 FEET

CMU LENGTH (32" MAX HT): 32.5 FEET

CMU LENGTH (64" MAX HT): 118.5 FEET

TOTAL CMU AREA: 719 SQUARE FEET

ROCK-FACING AREA: 1,021 SQUARE FEET

CONCRETE FOOTING: 26.5 CUBIC YARDS

13'-3"

105'-4"

32'-5"

NEW C.M.U. ROCK-VENEERED

RETAINING WALL; MAX HEIGHT

64" (8 COURSES); APPROX.

LENGTH = 118'-7"; SEE DETAILS

ON SHEET 9 OF12

LIMITS OF EMBANKMENT

NEW "STOP" PAVEMENT MARKINGS AND 12"-WIDE

WHITE THERMOPLASTIC STOP BAR;

TO BE PLACED 4-FT FROM EDGE OF HIGHWAY;

INSTALL NEW "STOP" SIGN ADJACENT TO

"STOP BAR", TYP.

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5.3

12.5

15.3

9.4

13.5

3.9

6.0

10.9

2.7

8.9

5.0

10.3

R5.0

R5.0

R5.0

9.4

R5.0

20.3

9.2

5.0

8.2

R5.0

9.0

4.0

TYP.

6996.52

PATH TO EX. V

ISITOR C

ENTER BLDG

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NEW C.M.U. ROCK-VENEERED

RETAINING WALL, SEE DETAILS

ON SHEET 9 OF 12

EARTHWORK:

EXCAVATION (CUT): 2 CUBIC YARDS

EMBANKMENT (FILL): 44 CUBIC YARDS

NET (FILL): 42 CUBIC YARDS

DG SURFACING:

HORIZONTAL PATH OF WLKWY: 127 FEET

AREA 667 SQUARE FEET

6" DG LAYER: 333 CUBIC FEET

STAIRWAY STEPS:

HORIZONTAL PATH OF STEPS: 49 FEET

ESTIMATED 4' STEPS REQUIRED: 50 EACH

LIGHT FIXTURES:

SOLAR POWERED LIGHT W/ POLES: 4 EACH

CONCRETE FOOTINGS: 3.4 CUBIC YARDS

NEW SOLAR LIGHT

FIXTURES W/ POLES

& CONCRETE FOOTING;

SEE DETAIL ON SHEET 10 OF 12

EX. VISITOR CENTER

POND; TO REMAIN

NEW 5'-WIDE WALKWAY

W/ 6"-THICK DG SURFACE;

SEE DETAIL ON SHEET 11 OF 12

NEW STAIRS, TYP.;

SEE DETAILS ON

SHEET 11 OF 12

NEW 1-PANEL INFORMATION

BOARD; SEE DETAILS ON

SHEET 11 OF 12

WHEELSTOPS:

WHEEL STOPS: 24 EACH

PAVEMENT STRIPING:

4"-THICK LINES : 1,044 FEET

HANDICAP SYMBOLS: 1 EACH

PAVEMENT REPAIRS & REHABILITATION (OPTION ITEMS):

TOTAL PAVED AREA: 25,645 SQUARE FEET

DEEP PATCH: 5,130 SQUARE FEET

CRACK SEALING: 1,500 FEET

SLURRY SEAL: 25,645 SQUARE FEET

AN

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OPTION ITEM

EX. PAVEMENT REHAB

AS NOTED IN SCHEDULE

OF ITEMS

INSTALL NEW HDPE

WHEEL STOPS, TYP.;

SEE DETAIL ON SHEET 10 OF 12

NEW STRIPING, TYP.

NEW ACCESSIBLE

STRIPING & SIGNAGE

EARTHWORK:

EXCAVATION (CUT): 9 CUBIC YARDS

EMBANKMENT (FILL): 1 CUBIC YARDS

NET (CUT): 8 CUBIC YARDS

CONCRETE:

6-INCH THICK SLABS: 1.9 CUBIC YARDS

FOOTINGS FOR SHADE STRUC'S: 2.5 CUBIC YARDS

FUTURE INTERPRETIVE

MAP, BY OTHERS

EX. ROCK PILLAR;

TO REMAIN

EX. SPLIT-RAIL

FENCING; TO REMAIN

NEW 1-PANEL INFORMATION

BOARD; SEE DETAILS ON

SHEET 11 OF 12

EX. ROCK STAIRS;

TO BE INFILLED W/

MORTAR AT LOCATIONS

W/ MISSING ROCKS

(TO BE LEVELED), TYP.

10'

TYP.

18'

TYP.

EX. BOULDERS;

TO REMAIN

EX. CONCRETE WALKWAY;

TO REMAIN

15' CLEARANCE

TYP.

EX. EDGE OF

PAVEMENT

PARKING LOT EXIT

TOWARDS ANGELES

CREST HIGHWAY

EX. EDGE OF

PAVEMENT

EX. BEAR-PROOF

TRASH BINS;

TO REMAIN

EX. ROCK CURB;

TO REMAIN

1'-6" TYP.

NEW SHADE STRUCTURES W/

6"-THICK 10'x5' ACCESSIBLE CONCRETE

SLAB & ANCHORED NEW BENCH; SEE

DETAIL ON SHEET 12 OF 12

15'

VARIES

NEW "STOP" SIGN

DEMOLISH EXISTING

ASPHALT & GRADE

PARKING BARRIERS & WHEELSTOPS:

LARGE BOULDER RELOCATIONS: 18 EACH

WHEEL STOPS: 23 EACH

PAVEMENT STRIPING:

4"-THICK LINES : 641 FEET

HANDICAP SYMBOLS: 2 EACH

DIRECTIONAL ARROWS: 8 EACH

STOP BARS, LETTERS & SIGNS: 3 EACH

PAVEMENT REPAIRS & REHABILITATION (OPTION ITEMS):

TOTAL PAVED AREA: 21,499 SQUARE FEET

DEEP PATCH: 4,300 SQUARE FEET

CRACK SEALING: 890 FEET

SLURRY SEAL: 21,499 SQUARE FEET

FURNISH & INSTALL

NEW SINGLE-UNIT SST

REMOVE EX. WHEEL STOPS &

REPLACE W/ NEW HDPE

WHEEL STOPS, TYP.

EX. WOOD FENCING;

TO REMAIN

REPLACE DAMAGED SPLIT-RAIL

FENCING MEMBERS W/ NEW WOOD

MEMBERS, TO MATCH EXISTING;

SEE DETAIL ON SHEET 12 OF 12

INSTALL LARGE

BOULDERS, TYP.

FURNISH & INSTALL

NEW PICNIC TABLES, TYP.

DEMOLISH EX. VAULTED

WOOD (9'-8"x7'-7") TOILET

BUILDING; BACKFILL &

GRADE TO NATIVE

DEMOLISH EX.

WOOD FENCING

FUTURE NEW ROCK-VENEERED

CONCRETE BASE & SIGN;

TO BE INSTALLED BY OTHERS

NEW THERMOPLASTIC

DIRECTIONAL ARROWS, TYP.

NEW "STOP" PAVEMENT MARKINGS AND 12"-WIDE

WHITE THERMOPLASTIC STOP BAR;

TO BE PLACED 4-FT FROM EDGE OF HIGHWAY;

INSTALL NEW "STOP" SIGN ADJACENT TO

"STOP BAR", TYP.

INSTALL NEW HDPE

WHEEL STOPS, TYP.;

SEE DETAIL ON SHEET

1O OF 12

RESTRIPE EX.

PARKING LOT, TYP.

REMOVE EX.

TRASH BIN &

RELOCATE

NEW ACCESSIBLE PARKING

SYMBOL & STRIPING

NEW ACCESSIBLE PARKING

SYMBOL & STRIPING

DEMOLISH EX.

ASPHALT PAVEMENT

FOR NEW SST & GRADE

TO NATIVE

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OPTION ITEM

EX. PAVEMENT REHAB

AS NOTED IN SCHEDULE

OF ITEMS

NEW 4'x5' CONCRETE SLAB

& NEW ACCESSIBLE

TRASH CONTAINER, SEE

DETAIL ON SHEET 12 OF 12

EARTHWORK:

EXCAVATION (CUT): -- CUBIC YARDS

EMBANKMENT (FILL): 15 CUBIC YARDS

NET (FILL): 15 CUBIC YARDS

CONCRETE:

6-INCH THICK SLAB AREA: 265 SQUARE FEET

6-INCH THICK SLABS: 5.1 CUBIC YARDS

FOOTINGS FOR RAILING: 0.9 CUBIC YARDS

INSTALL NEW

SPLIT-RAIL

FENCING, TYP.;

SEE DETAIL ON

SHEET 12 OF 12

FURNISH & INSTALL

NEW PICNIC TABLES;

LEVEL EX. NATIVE

SURFACE & ANCHOR, TYP.

NEW ACCESSIBLE

5'-FT WIDE CONCRETE

WALKWAY

EX. WOOD FENCING,

TO REMAIN

EX. JARVIS MONUMENT,

TO REMAIN

NEW 5'-WIDE ACCESSIBLE

CONCRETE RAMP W/ TUBE

RAILING AT BOTH SIDES;

SEE DETAIL ON SHEET 12 OF 12

FUTURE INTERPRETIVE SIGN, BY OTHERS

EX. JARVIS VIEWING PLATFORM & STAIRS

TO BE INFILLED WITH MORTAR AT

LOCATIONS WITH LOOSE OR MISSING

ROCKS, TYP.

NEW 4'x5' CONCRETE SLAB

& NEW ACCESSIBLE

TRASH CONTAINER; SEE

DETAIL ON SHEET 12 OF 12

15'

MIN.

10'

TYP.

19'-8"

(VARIES)

23'-10"

(VARIES)

INSTALL LARGE

BOULDERS, TYP.

NEW ACCESSIBLE

PARKING STALL

STRIPING &

SIGNAGE

DEMOLISH EX. VAULTED

WOOD (9'-8"x7'-7") TOILET

BUILDING; BACKFILL &

GRADE TO NATIVE

DEMOLISH

EX. WOOD

FENCING

EX. BENCH,

TO REMAIN

17'-11"

16'-11"

6800.12

6800.12

6800.13

6800.22

6800.22

6800.56

6800.48

6801.37

6801.37

INSTALL NEW

WHEEL STOPS, TYP.

EXISTING EDGE

OF PAVEMENT

DEMOLISH EX.

ROCK STAIRS

NEW 1-PANEL INFORMATION

BOARD; SEE DETAILS

ON SHEET 11 OF 12

TYPICAL

BLOCK WALL FACE

WHERE TIERED STEP OCCURS

6'-0" MIN. LENGTH

TYPICAL

BLOCK WALL FACE

WHERE TIERED STEP OCCURS

6'-0" MIN. LENGTH

6'-8"

MAX.

HEIGHT

TYP.

SEE HEEL

DIMENSION

(DETAIL 4)

ON THIS SHEET

8" TYP.

WHERE TIERED

STEP OCCURS

SEE TOE

DIMENSION

(DETAIL 4)

ON THIS SHEET

8" VERTICAL OFFSET

WHERE TIERED

STEP OCCURS

GENERAL, GRADING & RETAINING WALL NOTES:

1. THE CONTRACTOR SHALL STAKE LOCATION OF NEW ASPHALT PAVEMENT AREA. THE CONTRACTOR SHALL VERIFY AMOUNT OF EXCAVATION (CUT) OR EMBANKMENT (FILL) REQUIRED TO MEET ADEQUATE DRAINAGE CRITERIA & DESIGN ELEVATIONS. THE CONTRACTOR SHALL FIELD-VERIFY STAKING DATA AND SHALL INFORM THE ENGINEER OF ANY POTENTIAL ERRORS IN

FIELD-STAKING.

2. NEW RETAINING WALL SHALL HAVE 1-COURSE MAX OF FREE-STANDING HEIGHT ABOVE NEW CONCRETE SWALE.

3. THE CONTRACTOR SHALL INSTALL 4"Ø DRAIN WEEP HOLES AT VARIOUS LOCATIONS ALONG BOTTOM OF NEW RETAINING WALL, AS SHOWN ON THE DRAWINGS.

4. NEW ROCK-VENEER FACING SHALL BE OF SIMILAR COLOR, SHAPE & SIZE TO EX. HISTORIC ROCK WALL AT FLAT AREA PARKING. ROCK SIZES SHALL BE STOCKPILED BY THE CONTRACTOR AND EXAMINED BY THE FOREST SERVICE PRIOR TO PLACEMENT ON WALL. ROCK SIZES SHALL NOT EXCEED 6" & SHALL BE GROUTED W/ AN APPROVED MORTAR MIX. GALVANIZED WALL TIES SHALL

BE PLACED DURING CONSTRUCTION, AS NEEDED.

5. EXCAVATIONS AT RETAINING WALL LOCATION SHALL NOT EXCEED 2:1 SLOPE AND SHALL BE GRADED SUCH THAT ALL DRAINAGE IS COLLECTED AND DIVERTED BEHIND WALL.

6. GRADING SLOPES SHALL NOT EXCEED 2:1 FOR EMBANKMENT & EXCAVATION. A STANDARD 18"-HIGH BERM IS REQUIRED AT TOP OF GRADED SLOPES WHERE FILL IS PLACED.

7. EXCAVATED MATERIAL THAT IS NOT SUITABLE FOR BACKFILL SHALL BE DISPOSED OFF FOREST SERVICE LAND. THE CONTRACTOR SHALL INFORM THE FOREST SERVICE TWO WEEKS PRIOR TO EXCAVATION FOR MONITORING. THE CONTRACTOR SHALL INCORPORATE SAFE DIGGING PRACTICES TO ENSURE THAT TREE ROOTS, UNDERGROUND WATER, SEWER, OR ELECTRICAL LINES

OR OTHER UNDERGROUND UTILITIES ARE NOT AFFECTED AS A RESULT OF EXCAVATION.

8. MAN-MADE FILLS SHALL BE COMPACTED TO 95% RELATIVE COMPACTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AT THE REQUEST OF THE FOREST SERVICE.

9. WATER FOR CONSTRUCTION PURPOSES MAY BE OBTAINED AT A LOCATION DESIGNATED BY THE FOREST SERVICE, LOCATED LESS THAN TWO MILES AWAY FROM THE PROJECT SITE. THE CONTRACTOR SHALL COORDINATE WITH THE FOREST SERVICE TO ENSURE THAT ENOUGH WATER IS AVAILABLE AT THE DESIGNATED LOCATION.

10. FOOTING TYPE 1 (3'-WIDE W/ 6" KEY) SHALL BE CONSTRUCTED WHERE WALL HEIGHT EXCEEDS 36"; SEE DETAIL 4A ON THIS SHEET.

11. FOOTING TYPE 2 (2'-WIDE W/O KEY) SHALL BE CONSTRUCTED WHERE WALL HEIGHT DOES NOT EXCEED 36"; SEE DETAIL 4B ON THIS SHEET.

DEPTH

@STEP

TRANS.

1'-8"

8"

DEPTH

1'-0"

TYP.

HEEL

1'-8"

TOE

8"

11" 6

" 1'-7"

6" KEY

3" CLEAR COVER

FOR VERT.

BARS @C.M.U.

6'-8"

MAX.

WALL

HEIGHT

3" CLEAR COVER

@CONC. FTN'G, TYP.

4"Ø PERFORATED DRAIN

PIPE, FULL LENGTH OF WALL;

OUTLET TO DAYLIGHT AT

EACH WEEP HOLE @5'-0" SPACING

2" CEMENT

MORTAR TOP

#4 BOND BEAM

REINF. @EVERY

OTHER COURSE

FOOTING TYPE 1 WIDTH: 3'-0"

"A" VERTICAL #4

BARS @16" O.C.

"B" LOWER VERTICAL

#4 BARS @16" O.C.

EMBEDDED MORTAR @

SHEAR KEY 2"x4" FLAT FLUSH

"E" HORIZONTAL #4

BARS @10" MAX.

SPACING

"C" UPPER FTN'G

REINFORCING #4

BARS @16" O.C.

"D" KEY REINFORCING #4 BARS

@16" O.C. (FOOTING 1 ONLY)

GROUT-FILLED

8" C.M.U.

BLOCKS, TYP.

#4 BOND BEAM REINF.

@EVERY OTHER COURSE

MIN. 2'-8"

LOWER VERTICAL

BAR EXTENSION

ABOVE FOOTING

"F" SHEAR

REINF. #4 BARS

@FTN'G STEP

TRANSITION

"E" HORIZONTAL #4

BARS @10" MAX.

SPACING

"D" KEY REINFORCING

#4 BARS @16" O.C.

(EXTENDED)

"B" LOWER VERTICAL

#4 BARS @16" O.C.

(EXTENDED)

"A" VERTICAL #4

BARS @16" O.C.

"A" VERTICAL #4

BARS @16" O.C.

8"

1'-4"

2'-0"

"D" KEY REINFORCING

#4 BARS @16" O.C.

6" KEY

(FOOTING

TYPE 1 ONLY)

DEPTH

1'-0"

TYP.

8"

"F" SHEAR

REINF. #4 BARS

@FTN'G STEP

TRANSITION

#4 BOND BEAM

REINF. @EVERY

OTHER COURSE

"A" VERTICAL #4

BARS @16" O.C.

"B" LOWER VERTICAL

#4 BARS @16" O.C.

(EXTENDED)

"C" UPPER FTN'G

REINFORCING #4

BARS @16" O.C.

COMPACTED

BACKFILL, TYP.

4"Ø DRAIN PIPES

(WEEP HOLES)

@5'-0" SPACING

6" KEY (FOOTING 1 ONLY)

DEPTH

1'-0"

TYP.

8"

HEEL

8"

TOE

8"

FOOTING TYPE 2

WIDTH: 2'-0"

"F" SHEAR

REINF. #4 BARS

@FTN'G STEP

TRANSITION

"E" HORIZONTAL #4

BARS @10" MAX.

SPACING

"A" VERTICAL #4

BARS @16" O.C.

NEW A.C. PAVEMENT

W/ COMPACTED

AGG. BASE

ROCK

VENEER

NEW CONCRETE V-DITH;

4"-THICK, 12"-WIDE W/ 4"

W.W.F. REINFORCEMENT AT

FULL-LENGTH OF WALL; TO

DRAIN TOWARDS ENDS OF WALL

1 BLOCK COURSE

MAX. FREE

STANDING

ROCK

VENEER

4"Ø DRAIN PIPES (WEEP HOLES),

CORE DRILLED AFTER WALL

CONSTRUCTED @5'-0" SPACING

CRUSHED STONE (

" ROCK)

BACKFILL TO WITHIN 12" FROM

TOP OF CONCRETE V-DITH

FILTER FABRIC, WRAPPED AROUND

12"x12" OF GRAVEL AND

4"Ø PERFORATED PIPE

WATERPROOF MEMBRANE

TO BE PLACED ALONG ENTIRE

WALL FACING W/ BACKFILL

CONCRETE V-DITCH, REINFORCEMENT, ROCK VENEER FACING AND ASPHALT NOT SHOWN. SEE

DETAIL 3 ON THIS SHEET.

V-DITCH PROFILE

BEHIND WALL

ROCK VENEER FACING,

TYP.

2"x4"

SHEAR KEY

"B" LOWER VERTICAL

#4 BARS @16" O.C.

(EXTENDED)

2"x4"

SHEAR KEY

3"

" Ø HOLES,

(2) EA. STOP (TYP.)

NEW HDPE

WHEEL STOP

ASPHALT CONCRETE

" Ø REBAR X 3'

LONG INSTALL UNTIL NEAR

FLUSH AND CENTER PEEN

45°

3'

FUTURE

ROCK VENEER

FACING

1'-6" FROM FUTURE

ROCK-VENEER FACING

NEW WHEEL

STOPS, TYP.

NEW 4" PAINTED

PAVEMENT STRIPES, TYP.

STANDARD ACCESSIBLE

PARKING SYMBOL, PAINTED

ON PAVEMENT

10'-0"

TYP.

20'-0"

TYP.

COAT EXPOSED SURFACES W/

EMULSIFYING AGENT PRIOR TO DEEP

PATCHING & CRACK SEALING, TYP.

CRACK SEAL EX. GAPS

(GAPS GREATER THAN

1/2" WIDTH), TYP.

IGNORE EX. HAIRLINE

CRACKS (GAPS LESS

THAN 1/2" WIDTH), TYP.

DEEP PATCH MARKED

SECTIONS W/ COLD MIX &

COMPACT (TYP.), AS NEEDED

EX. ASPHALT

PAVEMENT

18"Ø

NEW HANDICAP SIGN & POST;

SEE DETAIL ON THIS SHEET

HANDICAPPED

PARKING SIGN

CA R99, 12"x18"

2"x2"

METAL POST

FINISH GROUND

W/ COMPACTED

SUBGRADE

5'

3'

NEW 2" ASPHALT PAVEMENT,

AR-4000,

" W/ MEDIAN

AGGREGATE

NEW 6" COMPACTED

ASPHALT/BASE

0+00 0+20 0+40 0+60

NO SCALE NO SCALE

NO SCALE

" LUCITE

OBSERVER

POSITION

" PLYWOOD

NO SCALE

CENTER BOLT ON POST

"x2

" HEX BOLT

"x7

" GALV. CARRIAGE BOLT

W/ NUT & FLAT GALV.

WASHER COUNTERSINK HEAD

NEW 6"x6"x4' HDPE TIMBER

MEMBERS FOR STEPS, TYP.

GRADE EX. SLOPED SURFACE

& INSTALL/ANCHOR NEW

HDPE TIMBER MEMBERS

FOR STEPS, TYP.

12" - 18"

TYP.

NEW 6"x6"x4' HDPE TIMBER

MEMBERS FOR STEPS, TO

BE ANCHORED AS SHOWN

ON DETAILS ON THIS

SHEET; TYP.

GRADE EX. SLOPED SURFACE

& INSTALL/ANCHOR NEW HDPE

TIMBER MEMBERS FOR

STEPS, TYP.

4'

TYP.

HAMMER IN 18" STEEL STAKES

(MIN. 2 PER STEP) & SCREW

INTO HDPE STEPS, TYP.

"Øx2' LONG REBAR, TO BE INSTALLED

UNTIL NEAR FLUSH & CENTER PEEN;

18" O.C. SPACING; MIN. 18" EMBEDMENT

INTO NATIVE OR COMPACTED SOIL;

ENSURE STABILITY OF EACH HDPE STEP; TYP.

SUBGRADE COMPACTED

TO 90% RELATIVE COMPACTION

8'-0" 8'-0"

1'-5"

TYP.

CLEAR

SPACING

1'-0"

MAX.

LOWER

CLEARANCE

4'

TYP.

1'-6"

MIN.

EMBEDMENT

FRONT VIEW

SIDE VIEW

PLAN VIEW

FRONT VIEW

SIDE VIEW

5'-0"

CONTINUOUS 6"x15"

FOOTING @RAIL POSTS

NEW WOOD RAILS SHALL BE

2"x6" OR SIMILAR DIMENSION

TO EXISTING AND SHALL

BE FLUSH W/ POST SURFACE

NATIVE COMPACTED MATERIAL

NEW 4"-THICK

CONCRETE

WALKWAY

2'-10"

3/8"Ø x 8" BOLT W/ NUT & WASHER, TYP.

NEW WOOD POSTS SHALL BE

6"x8" OR SIMILAR DIMENSION

TO EXISTING POSTS, WHERE

OCCURS; POSTS FOR EMBEDMENT

SHALL BE PRESSURE-TREATED; TYP.

"Ø STEEL TUBING

POSTS & HANDRAIL,

PAINTED; TYP.

4' MAX

SPACING

1' TYP.

DEMOLISH EX. ROCK STAIRS

EX. JARVIS VISTA

VIEWING PLATFORM,

TO REMAIN

INFILL PLATFORM

W/ MORTAR & EX.

ROCKS, AS NEEDED

TO LEVEL FOR ABA

REQUIREMENTS

1'-5"

TYP.

5% M

A X

2% MAX

NEW 4" OR 6"

ACCESSIBLE

CONCRETE OR

DG WALKWAY W/

W.W.F REIN-

FORCEMENT

4' TYP.

NATIVE COMPACTED

MATERIAL

EXPANSION

MATERIAL

FINISH

GRADE SLAB

#4 HORIZ. &

VERT REINF.

BARS, PER

MANUFACTURER'S

FINAL APPROVED

DRAWINGS

NATIVE MATERIAL

COMPACT TO

95% RELATIVE

COMPACTION

NEW CONCRETE

FOOTINGS PER

MANUFACTURER'S

FINAL APPROVED

DRAWINGS

STUB ELEC

CONDUIT

1. SHADE STRUCTURE SHALL BE BY PREFAB BY CLASSIC RECREATION "MARANA MODEL 8'x10 HR-36" OR APPROVED EQUAL.

2. ALL SHADE STRUCTURE DETAILS & DIMENSIONS ARE NOTED FOR REFERENCE ONLY. THE CONTRACTOR SHALL DEFER TO FINAL

APPROVED SHOP DRAWINGS BY MANUFACTURER, INCLUDING FOOTING DIMENSIONS, STRUCTURAL CONCRETE AND STEEL

REINFORCEMENT REQUIREMENTS PRIOR TO PREPARATION AND CONSTRUCTION OF CONCRETE FOOTINGS.

3. SHADE STRUCTURE INSTALLATION SHALL BE PERFORMED BY CONTRACTOR PER MANUFACTURER'S INSTRUCTIONS.

4. CONTRACTOR SHALL CONSTRUCT CONCRETE FOOTINGS & SLABS PRIOR TO INSTALLATION OF SHADE STRUCTURES.

5. CONTRACTOR SHALL INSTALL CONDUITS AND BENCH DURING PREPARATION FOR CONCRETE WORK.

INSTALL NEW 8'x10'

SHADE STRUCTURE

9"

5'

7'-2"

8'

10'

1'-6"

7'-2"

CONSTRUCT NEW

1'-6"Ø, 4'-DEEP

CONCRETE FOOTINGS;

SEE DETAIL ON THIS SHEET

FURNISH & INSTALL

NEW BENCHES PRIOR TO

PLACEMENT OF NEW

CONCRETE SLAB

NEW 4"-THICK

CONCRETE SLAB W/

W.W.F. REINF.

5"x5" STEEL

TUBING COLUMNS,

TYP.

5"x5" STEEL

TUBING COL'MN

" PLATE

4'-0"

APPROX.

1'-6"

APPROX.

FOOTING DETAIL

SECTION VIEW

FRONT VIEW

DOWEL INTO

EX. CONC.

SLAB

3'-8"

5'-0"

2'

NEW DOUBLE- UNIT

TRASH RECEPTACLE,

TO BE INSTALLED PER

MANUFACTURER'S

RECOMMENDATIONS

NEW 4"-THICK

CONCRETE

SLAB

4'

PLAN VIEW