B08_Attachment_02_140P8422Q0079_Drawings.pdf
PDF 3 MB Posted
- Attached to
- Construct Entrance Sign & Pullout, NPS-PINN Federal contract opportunity
- Solicitation number
- 140P8422Q0079
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B08_Attachment_07_140P8422Q0079_Site_Visit_Sign_In_Sheet_0002.pdf | ||
| B08_Attachment_09_140P8422Q0079_Stone_Stockpile_Chalone_0002.pdf | ||
| B08_Attachment_08_140P8422Q0079_Site_Visit_Notes-Q-A_0002.pdf | ||
| B08_Attachment_10_140P8422Q0079_Stonework_Examples_0002.pdf | ||
| B08_Attachment_11_140P8422Q0079_Site_Visit_Map_revised_0002.pdf | ||
| Sol_140P8422Q0079_Amd_0002.pdf | ||
| B08_Attachment_06_140P8422Q0091_Site_Visit_Map_0001.pdf | ||
| Sol_140P8422Q0079_Amd_0001.pdf | ||
| B08_Attachment_01_140P8422Q0079_Specifications.pdf | ||
| B08_Attachment_05_140P8422Q0091_SF24_Bid_Bond_Form.pdf | ||
| B08_Attachment_03_140P8422Q0079_Wage_Determination.pdf | ||
| B08_Attachment_04_140P8422Q0079_Tech_Info_Form.pdf | ||
| Sol_140P8422Q0079.pdf |
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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
EJ
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
SN1
SN1
SN1
SN1
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
SN1
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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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