B08_Attachment_02_140P8422Q0079_Drawings.pdf

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Construct Entrance Sign & Pullout, NPS-PINN Federal contract opportunity
Solicitation number
140P8422Q0079
Issued by
Department of the Interior National Park Service Pacific West Region

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MADERA

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SOLEDAD

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KING

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CITY

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COALINGA

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HANFORD

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MERCED

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PINNACLES

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NATIONAL

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PARK

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PASO

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ROBLES

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SAN LUIS

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OBISPO

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SANTA MARIA

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LOST

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HILLS

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AVENAL

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PACIFIC

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OCEAN

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FRESNO

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MONTEREY

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SANTA

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CRUZ

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SALINAS

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BEAR

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GULCH

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CHALONE

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CREEK

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JAWBONE

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WEST

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ENTRANCE

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PINNACLES CAMPGROUND

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BEAR

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GULCH

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RESERVOIR

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BEAR

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CREEK

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NORTH

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CREEK

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FORK

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CHAL

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NE

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WEST

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FORK

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CHALONE

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CREEK

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CREEK

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CHAL

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ONE

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MT.

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DEFIANCE

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SOUTH

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CHALONE

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PEAK

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CHALONE

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PEAK

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HAWKINS

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PEAK

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SAN BENITO CO.

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MONTEREY CO.

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SAN BENITO

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COUNTY

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MONTEREY

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COUNTY

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TO

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TO

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HOLLISTER

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TO

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SOLEDAD &

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SCOUT

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PEAK

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SCALE OF MILES

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SCALE OF METERS

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SCALE OF FEET

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AutoCAD SHX Text BASIC DATA: USGS TOPO MAP 1984; 114/20,014D 9/75; PARK MINI FOLDER 1991; REVISED & REDRAWN 1/95. UPDATED 11/98. SGS

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STATE

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NATIONAL PARK SERVICE

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PACIFIC WEST REGIONAL OFFICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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EAST ENTRANCE SIGN

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CALIFORNIA

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CONSTRUCTION DOCUMENTS

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OF

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PMIS/PKG NO.

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SHEET

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PACIFICWEST

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CENTRAL

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CALIFORNIA

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CAMPGROUND

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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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HQ.

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WILDERNESS AREA

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COUNTY LINE

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PAVED ROAD

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PARK BOUNDARY

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CREEK

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TRAIL

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LEGEND

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PINNACLES PARK ROAD

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SAN BENITO

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PINNACLES NATIONAL PARK

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INDEX

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SHEET NO.

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TITLE OF SHEET

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COVER

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SITE CONSTRUCTION

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SITE DETAILS

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SN1

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SIGN DETAILS

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SN2

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SIGN DETAILS

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DRAWING NO.

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PARK

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PINNACLES

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ROAD

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PINNACLES NATIONAL PARK

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EAST ENTRANCE SIGN

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PINNACLES EAST ENTRANCE AREA

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PROJECT SITE

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GATE AREA

ENTRANCE SIGN AREA

65'

12' New aggregate paving on road shoulder

8' wide crosswalk, stripe parallel to traffic flow

5' 9'

New aggregate paving on road shoulder 88'

5' wide concrete walk

Concrete sidewalk Concrete ADA parking space

Aggregate parking space

New entrance sign

25'

22'' 5'

47'

94.25 +

95 93 92 91 91

Limit of grading

4'

64' from fence corner

5'

24'-9"'

Accessible pkg space with sign and blue wheelstop

Note: lay out dimensions from stripe at road edge and corner of fence

C/L

4" rebar construction monument

Remove old sign

Rearrange (9) ex 18" boulders to limit shoulder parking next to sign

EJ

EJ

EJ

EJ

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New steel pipe gate 130' south of cattle guard along road C/L

New aggregate paving on road shoulder

New wire fence sim to existing

20'

22'

40'

TITLE OF SHEETDESIGNED:

REVIEWED:

DATE:

SHEET NO. DRAWING NO.

DRAWN: CONSTRUCTION PLAN

DOT

DOT

XXX

5/10/2022

L1

180068

EAST ENTRANCE SIGN & PULLOUT

PINNACLES NATIONAL PARK

PWR - SAN BENITO CO. - CALIFORNIA

PMIS NO.

SHEET

260293

ENTRANCE SIGN AREA GATE AREA

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PINNACLES PARK ROAD

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FENCELINE

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PARK BOUNDARY

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STATE HIGHWAY 25

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PINNACLES PARK ROAD

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CATTLE GUARD

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HISTORIC STONE POST

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HISTORIC STONE POST

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FT

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SN1

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FT

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(OPTION A)

1" MIN. CLEAR TO BACK OF CURB

FOUR (4) #4 REBARS

VERTICAL W/ #4 REBAR

CAGES @ 12" O.C.

HORIZONTAL.

3/4"

SCH 40 GALVANIZED STEEL

POST

PC CONCRETE FOOTING

1/4" THICK STEEL CAP,

WELD TO END OF TOP RAIL.

SCH 40 GALVANIZED STEEL POST

SCH 40 GALVANIZED

STEEL POST LOCK PLATE. 1/4" THICK STEEL PLATE,

WELD TO BOTTOM AND END OF

RAIL.

1" DIAMETER ELONGATED HOLE IN

BOTH HASPS.

24"

COMPACTED

SUBGRADE

FOOTING DETAIL SCALE: 3/4" = 1'-0" LOCK ENLARGEMENT SCALE: 3" = 1'-0"

KNOX LOCK, PROVIDED BY COUNTY

PARKS.

15" 9"

1" DIAMETER ELONGATED

HOLE IN BOTH HASPS.

1/4" THICK STEEL CAP,

WELD TO END OF TOP RAIL.

13/16"

PC CONCRETE FOOTING

FOUR (4) #4 REBARS

VERTICAL W/ #4 REBAR

CAGES @ 12" O.C.

HORIZONTAL.

SCH 40 GALVANIZED STEEL

POST

SECTION B SCALE: 3/4" = 1'-0"

1/8" 1/4" THICK STEEL CAP,

WELD TO END OF TOP RAIL.

3/16"

LOCK PLATE. 1/4" THICK STEEL

PLATE, WELD TO BOTTOM

AND END OF RAIL.

SCH 40 GALVANIZED

STEEL POST

1/4" THICK STEEL CAP,

WELD TO END OF TOP RAIL.

SECTION A SCALE: 3" = 1'-0"

SCH 40 GALVANIZED

STEEL POST

FIELD VERIFY FOR ACTUAL DIMENSION REQUIRED

EQ.

10'-9"

GATE POST

ENLARGEMENT,

SEE ABOVE

1/4"

NOTCH PIPE AT

WELD JOINT

1/8"

SCH 80

GALVANIZED

STEEL PIPE

1/4"

NOTCH PIPE AT

WELD JOINT

FOOTING DETAIL,

SEE ABOVE

GATE ELEVATION SCALE: 1/2" = 1'-0"

SCH 80 GALVANIZED

STEEL PIPE

SCH 80 GALVANIZED

STEEL PIPE

NOTCH PIPE AT

WELD JOINT

1/8"

SCH 80 GALVANIZED

STEEL PIPE

1/8" 1/4"

36"

SCH 80 GALVANIZED

STEEL PIPE

NOTCH PIPE

AT WELD JOINT

LOCK ENLARGEMENT,

SEE ABOVE

EQ.

TITLE OF SHEETDESIGNED:

REVIEWED:

DATE:

SHEET NO. DRAWING NO.

DRAWN: SITE DETAILS

DOT

DOT

XXX

5/10/2022

L2

180068

EAST ENTRANCE SIGN & PULLOUT

PINNACLES NATIONAL PARK

PWR - SAN BENITO CO. - CALIFORNIA

PMIS NO.

SHEET

260293

N.T.S.

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AGGREGATE PARKING SECTION

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CONCRETE PARKING SECTION

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CONCRETE SIDEWALK SECTION

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ACCESSIBLE PARKING SIGN MIN. 70 SQ. IN. MOUNTED ON POLE 80" TO BOTTOM OF SIGN

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VAN ACCESSIBLE PARKING SIGN

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WHITE, BEADED REFLECTIVE SYMBOL AND TEXT

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INSTALL CALIFORNIA MUTCD R7-8B SIGH FOR ALL VAN ACCESSIBLE STALLS

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CALIFORNIA MUTCD R99C(CA) SIGN

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SILKSCREEN ON ALUMINUM SIGN

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EMBED BOULDER MIN 1/3 OF HEIGHT

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GATE DETAILS

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INTEGRAL COLOR AND WASHED FINISH PER SPECS

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BROOM FINISH PER SPECS

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BOULDER EMBEDMENT

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TITLE OF SHEETDESIGNED:

REVIEWED:

DATE:

SHEET NO. DRAWING NO.

DRAWN: SIGN DETAILS

DOT

DOT

XXX

5/10/2022

SN1

180068

EAST ENTRANCE SIGN & PULLOUT

PINNACLES NATIONAL PARK

PWR - SAN BENITO CO. - CALIFORNIA

PMIS NO.

SHEET

260293

SN1

SN1

SN1

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SN1

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4' -0

15'-6"

4'-0"

4' -0

2" typ2'-5"

2" ty p 2'

-6

1' -4

3'-4"

3' -4

7'-6" 4'-0"

BC A

1'-5"

Sign frame and panels SN2

Arrowhead mounted on stone pillar SN2

8' -6

4' -0

2'

-6

25'-0" to road edge stripe

Base of sign level at el 1194 +/- Verify in field and confirm accessible grade to parking space.

8'-0"4'-0"

Sign panel

SN2

Engineered footing as specified in shop drawings.

Salvaged road shoulder aggregate to be used as fill material if suitable.

Bolt or embed steel sign posts in concrete core.

Accessible conc walk to front of sign

4' -0

1'

-0

1' -6

4"

1'-8" 2"2"

4" 1'

-6

1' -1

0"

1'-4" 2"

2'-2" 2"

Stone veneer over concrete core

6" 5'

-6

1' -0

1'

-6

4" 2'-4" 4"

1:33

Pillar core per shop dwgs - cast in place or concrete block

FTG WIDTH

TO SUPPORT

STONE.

PARK TO PROVIDE STONE VENEER

CONSTRUCT MOCKUP FOR APPROVAL

Conc. footing per shop dwgs

Stone veneer base with pillar

Stone veneer over concrete core

Stone veneer over conc.

core

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ENTRANCE SIGN NORTH ELEVATION

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ENTRANCE SIGN PLAN

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STONE VENEER ATTACHMENT

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PARK STONEWORK PATTERN

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SECTION C - EAST END

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SECTION B - SIGN SECTION

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SECTION A - WEST PILLAR

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SCALE " - 1'-0"12" - 1'-0"

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SCALE " = 1'-0"12" = 1'-0"

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NTS

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SCALE 3/4" - 1'-0"

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SCALE 3/4" - 1'-0"

SCALE 3/4" - 1'-0"

4" x 6" x 3/16" Thick Steel Post Cap

6" 3/16" Thick Plate Steel

28”

1.0 Brake Formed Channel Section

Scale: 3" = 1'-0"

6 7/8”

1.0 Upright Steel Post Side View

Scale: 1" = 1'-0" eq

1 1/4"

96"

4" 42" 4" 42" 4"

9"

4" eq

1 1/4"

5/8" Diameter Mounting Holes (Qty: 4)

Note: Cut out Hole For Post

9" x 11" x 3/8" Thick Steel Base Plate

4" x 6" Steel Post Welded to 9" x 11" x 3/8" Thick Steel Baseplate

1.0 Upright Steel Post Top View

Scale: 1/2" = 1'-0"

.125" Brakeformed Steel C-Channel Frame Note: Paint Same Color as Sign Posts

Sign Panels

1.0 Post Base Plate Cut Detail Top View

Scale: 1 1/2" = 1'-0"

3/16

4" x 6" x 1/8" Thick Steel Post

1.0 Post Cap Attachment Detail

Scale: 3" = 1'-0"

1/

2" eq 6" eq

1/8" 1/8"

45° 45°

Wood Panel Wood Panel

Routed NPS Rawlinson Typography Section Cut

Full Scale per NPS color specifications. Final Arrowhead

Routed Frutiger Typography Section Cut

Full Scale

Silk-screened Arrowhead Embedded into Sign Panel, Fabricated from .125" 6061-T Aluminum

Align 1/16"

#10-24 Stainless Steel Threaded Stud - Drill And Tap Letter (Rule Line) Back To Accept #10-24 Thread And Apply Thread-lock When Inserting Into Letter Back Note: Stud Length To Be Determined By Contractor Based on Mounting Surface.

Wood Panel

Arrowhead Attachment Detail 3" = 1' - 0"

1/

2"

3/ 8"

1/

2"

TITLE OF SHEETDESIGNED:

REVIEWED:

DATE:

SHEET NO. DRAWING NO.

DRAWN: SIGN DETAILS

DOT

DOT

XXX

5/10/2022

SN2

180068

EAST ENTRANCE SIGN & PULLOUT

PINNACLES NATIONAL PARK

PWR - SAN BENITO CO. - CALIFORNIA

PMIS NO.

SHEET

260293

Scale: NTS

48"

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SIGN STRUCTURE DETAILS

AutoCAD SHX Text GENERAL SIGN NOTES: Drawings indicate design intent. Contractor to submit shop drawings indicating: - Final graphic layout of panel(s) Final graphic layout of panel(s) - Support frame and mounting details Support frame and mounting details - Arrowhead details Arrowhead details - Concrete base and footing, including final Concrete base and footing, including final dimensions, rebar, concrete mix, and subgrade engineered for local conditions. Obtain shop drawing approval before start of fabrication. See Specifications for NPS standards for materials, typography, graphic layout, routing, paint, finish, steel, and arrowhead. NPS Rawlinson font to be provided by NPS for project use. Contractor to provide Frutiger font. Submit arrowhead sample for NPS approval.

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ALL MOUNTING TO BE HIDDEN. NO BOLTS ON SIGN FACE.

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ARROWHEAD DETAILS

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SIGN PANEL

AutoCAD SHX Text 1.5" HDU sign panels Front panel routed with text and silhouette Back panel routed text only, 3 lines tbd 6" to 7" cap height for park name NPS will provide Pinnacles outline for Contractor to incorporate into front panel layout.

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COORDINATE POST LENGTH WITH BASE DESIGN. POST MAY BE BOLTED OR EMBEDDED.

Pinnacles background: PMS 1615, MP62376

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SHEET

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