4. Drawings – Jerseydale.pdf
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- 127EAW21R0024 - Jerseydale Campground Phase 3
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- 127EAW21R0024
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PROJECT LOCATION
PROJECT SITE
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE DATE
i COVER SHEET 4/16/2021
G-1 INDEX SHEET 4/16/2021
G-2 SITE PLAN 1 4/16/2021
G-3 SITE PLAN 2 4/16/2021
G-4 CAMPSITE DETAILS 4/16/2021
G-5 CAMPSITE DETAILS 2 4/16/2021
G-6 GENERAL DETAILS 4/16/2021
G-7 BARRIER DETAILS 4/16/2021
G-8 ENTRANCE SIGN DETAILS 4/16/2021
G-9 BULLETIN BOARD DETAILS 4/16/2021
G-10 CONSTRUCTION SIGNS 4/16/2021
JERSEYDALE CAMPGROUND RECONSTRUCTION PHASE 3
FROM THE BASS LAKE RANGER DISTRICT OFFICE, HEAD EAST TOWARDS RD 8017/GRIZZLY RD AND
TURN RIGHT ONTO RD 8017/GRIZZLY RD FOR .3 MILES. TURN LEFT ON RD 225/MINARETS RD FOR .3
MILES. TURN LEFT ONTO RD 274/MALUM RIDGE RD FOR 10.8 MILES. CONTINUE ONTO RD 222/BASS
LAKE RD FOR 3.4 MILES. TURN LEFT ONTO CA-41 S FOR 3.5 MILES. TURN RIGHT ONTO CA-49 N FOR 14.9
MILES. TURN RIGHT ONTO TRIANGLE RD FOR 3.1 MILES. TURN LEFT TO STAY ON TRIANGLE RD FOR 1.9
MILES. TURN RIGHT ONTO JERSEYDALE RD FOR 2.2 MILES TO REACH JERSEYDALE CAMPGROUND.
PROJECT
DISTRICT RANGER
RECOMMENDED BY:
DIRECTOR OF ENGINEERING
APPROVED:
FOREST ENGINEER
DATE
DATE
RO FACILITIES PROGRAM MANAGER
DATE
DATE
FOREST SUPERVISOR
DATE
4/1 7/2
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REGION 5
SIERRA NATIONAL FOREST
MARIPOSA COUNTY
CALIFORNIA
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PROJECT AREA
SHEET G-3
PROJECT AREA
SHEET G-2
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
INDEX SHEET
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-1 2 11
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NOTES:
1. THE CAMPSITES, TENT PADS, ORARS, AND STEPS HAVE BEEN OR WILL BE CONSTRUCTED
THROUGH ANOTHER CONTRACT AND THEREFORE ARE NOT PART OF THIS CONTRACT.
CONTRACTOR SHALL ONLY INSTALL THE PICNIC TABLES, FIRE RINGS, AND FOOD
LOCKERS AT THESE CAMPSITES.
2. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE
WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE
PROTECTED DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING STRUCTURES,
IMPROVEMENTS, AND UTILITIES. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO
THOSE FACILITIES.
DOUBLE CAMPSITE (TYP.),
SEE NOTE 1 AND DETAIL
G-4
CONSTRUCT EXPOSED
AGGREGATE CONCRETE
ORAR
G-6
S
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PROTECT-IN-PLACE EX. DRAINAGE
DITCHES, DISSIPATERS, AND
CULVERTS (TYP.)
PROPOSED HITCH RAIL AREA
WITH HITCHING RAILS AND PATH
(NOT PART OF THIS CONTRACT)
CONSTRUCT EXPOSED
AGGREGATE CONCRETE
ORAR
G-6
S
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PROTECT-IN-PLACE EX.
FAUCETS (TYP.)
S
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THE PROJECT CONTRACTOR SHALL
COORDINATE WITH THE TOILET BUILDING
CONTRACTOR AND THE FOREST SERVICE ON
THE LOCATION AND INSTALLATION OF THE
DOUBLE VAULT TOILET BUILDING TO ENSURE
THAT THE LAYOUT AND GRADES OF THE
EXPOSED AGGREGATE CONCRETE ORAR
ARE BUILT AS SHOWN ON THE PLANS.
INSTALL CAMPSITE MARKER
(TYP.)
G-6
PROPOSED TRASH ENCLOSURE WITH
DUMPSTER, CONCRETE SLAB, AND
AGGREGATE BASE APRON (TYP.)
(NOT PART OF THIS CONTRACT)
S
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PROTECT-IN-PLACE EX. PARKING
SPURS AND CAMPGROUND ROAD
(TYP.)
INSTALL FIRE RING (TYP.)
INSTALL PICNIC TABLE (TYP.)
G-5
G-5
INSTALL FOOD LOCKER (TYP.)
G-5
SINGLE CAMPSITE (TYP.),
SEE NOTE 1 AND DETAIL
G-4
PROPOSED SINGLE VAULT
TOILET BUILDING (NOT PART
OF THIS CONTRACT)
PROTECT EX. TREES (TYP.)
INSTALL POST BARRIERS AND
HORIZONTAL BARRIERS (TYP.)
G-7
THE PROJECT CONTRACTOR SHALL
COORDINATE WITH THE TOILET BUILDING
CONTRACTOR AND THE FOREST SERVICE ON
THE LOCATION AND INSTALLATION OF THE
SINGLE VAULT TOILET BUILDING TO ENSURE
THAT THE LAYOUT AND GRADES OF THE
EXPOSED AGGREGATE CONCRETE ORAR ARE
BUILT AS SHOWN ON THE PLANS.
PROPOSED DOUBLE VAULT
TOILET BUILDING (NOT
PART OF THIS CONTRACT)
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
SITE PLAN 1
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-2 3 11
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INSTALL FIRE RING (TYP.)
INSTALL ENTRANCE SIGN
INSTALL BULLETIN BOARDS
PROPOSED GATE
(NOT PART OF THIS CONTRACT
NOTES:
1. THE CAMPSITES, TENT PADS, ORARS, AND STEPS HAVE BEEN OR WILL BE CONSTRUCTED THROUGH
ANOTHER CONTRACT AND THEREFORE ARE NOT PART OF THIS CONTRACT. CONTRACTOR SHALL ONLY
INSTALL THE PICNIC TABLES, FIRE RINGS, AND FOOD LOCKERS AT THESE CAMPSITES.
2. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE WILL IDENTIFY IN THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE PROTECTED DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING STRUCTURES, IMPROVEMENTS, AND
UTILITIES. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THOSE FACILITIES.
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INSTALL PICNIC TABLE (TYP.)
S
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INSTALL FOOD LOCKER (TYP.)
G-8
G-9
G-5
G-5
G-5
S
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INSTALL CAMPSITE MARKER
(TYP.)
G-6
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SINGLE CAMPSITE (TYP.),
SEE NOTE 1 AND DETAIL
G-4
PROTECT-IN-PLACE EX.
DRAINAGE DITCHES AND
DISSIPATERS (TYP.)
PROTECT-IN-PLACE EX. PARKING
SPURS AND CAMPGROUND ROAD
(TYP.)
PROTECT-IN-PLACE EX.
FAUCETS (TYP.)
PROPOSED TRASH ENCLOSURE WITH
DUMPSTER, CONCRETE SLAB, AND
AGGREGATE BASE APRON (TYP.)
(NOT PART OF THIS CONTRACT)
PROTECT EX. TREES (TYP.)
PROPOSED STOP SIGN
(NOT PART OF THIS CONTRACT)
INSTALL POST BARRIERS AND
HORIZONTAL BARRIERS
G-7
PROPOSED ASPHALT PAVED SURFACE
(NOT PART OF THIS CONTRACT
PROPOSED STOP BAR AND MARKING
(NOT PART OF THIS CONTRACT)
PROTECT-IN-PLACE EX.
PULL-OFF (TYP.)
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
SITE PLAN 2
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-3 4 11
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HARDENED
AGGREGATE SURFACE
SEE DETAIL
TENT PAD
SEE PLANS FOR
LOCATION
LIVING AREA
FIRE RING
SEE DETAIL
PICNIC TABLE
SEE DETAIL
G-6
G-5
G-5
DOUBLE CAMPSITE
G-4
NTS
SINGLE CAMPSITE
G-4
NTS
16' TYP.
16' TYP. 18' TYP.
25' TYP.
4' MIN.
4' MIN.
5' TYP.
4' MIN.
4' MIN.
5' TYP.
4' MIN.
7' TYP.
8' TYP.
COMPACTED NATIVE SOIL,
SCARIFY 2"-3", REMOVE ROCKS,
LEVEL AND RE-COMPACT TO
STABILIZE (NOT PART OF THIS
CONTRACT)
REQUIRED CLEAR SPACE:
NATURAL OBJECTS MAY BE INCORPORATED
INTO THE CAMPSITE LIVING SPACE AND
TENT PAD, AS LONG AS THE MINIMUM 4 FT
OF CLEAR SPACE IS MAINTAINED AROUND
THE PICNIC TABLE AND FIRE RING.
HARDENED
AGGREGATE SURFACE
SEE DETAIL
TENT PAD
SEE PLANS FOR
LOCATION
LIVING AREA
(2) FIRE RINGS
SEE DETAIL
(2) PICNIC TABLES
SEE DETAIL
G-6
G-5
16' TYP.
16' TYP. 26' TYP.
25' TYP.
4' MIN.
4' MIN.
5' TYP.
4' MIN.
4' MIN.
5' TYP.
4' MIN.
7' TYP.
8' TYP.
COMPACTED NATIVE SOIL,
SCARIFY 2"-3", REMOVE ROCKS,
LEVEL AND RE-COMPACT TO
STABILIZE (NOT PART OF THIS
CONTRACT)
REQUIRED CLEAR SPACE:
NATURAL OBJECTS MAY BE
INCORPORATED INTO THE CAMPSITE
LIVING SPACE AND TENT PAD, AS LONG
AS THE MINIMUM 4 FT OF CLEAR SPACE
IS MAINTAINED AROUND THE PICNIC
TABLE AND FIRE RING.
4' MIN.4' MIN.
TENT PAD
SEE PLANS FOR
LOCATION
16' TYP.
16' TYP.
COMPACTED NATIVE SOIL,
SCARIFY 2"-3", REMOVE ROCKS,
LEVEL AND RE-COMPACT TO
STABILIZE (NOT PART OF THIS
CONTRACT)
EX. TREE
EX. TREE
EX. TREE
EX. TREE
EX. ROCK
EX. ROCK
5' TYP.
5' TYP.
G-5
NOTES:
1. PICNIC TABLES, FIRE RINGS, AND FOOD LOCKERS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS AND AS
APPROVED IN THE FIELD BY THE FOREST SERVICE.
2. THE SINGLE AND DOUBLE CAMPSITE DETAILS ARE FOR REFERENCE ONLY FOR CONTRACTOR TO OBTAIN
MEASUREMENTS AND REQUIREMENTS FOR THE PLACEMENT OF THE PICNIC TABLES, FIRE RINGS, AND FOOD
LOCKERS.
G-5
(2) FOOD LOCKERS, SEE
PLANS FOR LOCATION,
SEE DETAIL
G-5
FOOD LOCKER, SEE PLANS
FOR LOCATION, SEE
DETAIL
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
CAMPSITE DETAILS
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-4 5 11
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INSTALLATION
3"DIA X 68" BLACK IRON PIPE FILLED
WITH CONCRETE. PAINT EXPOSED
CONCRETE "DARK CHOCOLATE".
FOOD STORAGE LOCKERS SHALL BE MANUFACTURED BY BEAR SAVER,
1390 S. MILLIKEN AVE., ONTARIO, CA 91761. (909) 605-1697 OR (800)
851-3887. www.bearsaver.com. "24 CUBIC FOOT CAPACITY FOOD STORAGE
LOCKER, BEAR RESISTANT, UNIVERSALLY ACCESSIBLE, MODEL#: 'FS24',
TIGER DRYLAC RAL 8019 IN COLOR, OR APPROVED EQUAL BY THE
FOREST SERVICE.
BEAR RESISTANT FOOD STORAGE
LOCKER, MODEL#: 'FS24'
10" DIA. X 24" DEEP
CONCRETE FOOTING
10"
CONSTRUCT HARDENED
AGGREGATE SURFACE,
SEE DETAIL
BLACK IRON PIPE SHALL BE PAINTED IN
ACCORDANCE WITH SECTION 09900. POSTS
SHALL BE PRIMED WITH ZINC CHROMATE
OR COMPATIBLE. COLOR SHALL BE "DARK
CHOCOLATE" OR APPROVED EQUAL BY THE
FOREST SERVICE.
U-BOLTS GO AROUND POST AND THROUGH
BOX (KNOCK-OUTS ARE ON THE BACK OF
EVERY STORAGE LOCKER FOR U-BOLTS
INSERTION) AND PAINTED IN ACCORDANCE
WITH SECTION 09900, COLOR SHALL BE
"DARK CHOCOLATE".
DIA.
FOOD LOCKER
G-5
NTS
24"
29"
40"
38"
G-6
FIRE RING
G-5
NTS
SIDE VIEW
FRONT VIEW
MODEL#: WPTS/CB-8PW31X WITH EMBOSSED WOOD GRAIN SURFACE
TABLE SHALL BE MANUFACTURED BY PILOT ROCK: A REGISTERED TRADEMARK OF R.J. THOMAS MFG. CO., INC., P.O. BOX 946, CHEROKEE, IOWA 51012. (712) 225-5115. www.pilotrock.com. "UNIVERSAL ACCESS PICNIC TABLE
W/3"X10" RECYCLED PLASTIC SEAT AND TOP PLANKS WITH EMBOSSED WOOD GRAIN SURFACE," MODEL#:
'WPTS/CB-8PW31X WITH EMBOSSED WOOD GRAIN SURFACE' OR APPROVED EQUAL BY THE FOREST SERVICE.
INSTALLATION SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
95 1/2"
12 3/4" 35" 35"
6"
1 5/8"
9 1/4"
6"
8 3/4"
13 1/8"
25 7/8"
51 3/4"
78"
95 1/2"
24"
18 1/2"
29 5/8"
32 1/8"
28 3/4"6"
59 1/4"
PICNIC TABLE
G-5
NTS
G-5
"BLACK" POWDER COATED FRAMES (3"X6"
RECTANGULAR STEEL FRAMES CONNECTED
BY 2-1/2" SQUARE STEEL FRAMES). ALL BOLTS
FOR FRAME ARE HOT-DIP GALVANIZED.
3"x10"x8' "BROWN" COLORED RECYCLED PLASTIC
PLANKS. THE RECYCLED PLASTIC PLANKS SHALL
HAVE A "WOOD GRAIN EMBOSSED" SURFACE ON THE
TOP SURFACE.
PICNIC TABLE ANCHOR,
SEE DETAIL
PICNIC TABLE ANCHOR
G-5
NTS
PICNIC TABLE
FINISHED GRADE
MODEL 68 II DUCKBILL
EARTH ANCHOR
3/16" DIA BLACK PLASTIC
TUBE COVERED STEEL CABLE
36" MIN.
INSTALL ANCHOR AROUND
CENTER VERTICAL FRAME
ALL EXPOSED BOLTS ON TABLE AND SEAT TOPS ARE
HOT-DIP GALVANIZED.
GRATE ROTATES 180 DEGREES
TO OUTSIDE FIRE RING
8" DIA. X 24" CONCRETE
FOOTING (MIN)
MODEL#: FSW/SL-30/18/PA
TOP VIEW
NATIVE SOIL
9" OF COARSE AGGREGATE
FILL INSIDE RING TO RAISE
FIRE TO WORKING HEIGHT
AND TO CONFORM TO ADA
GUIDELINES OF 9" MIN.
HEIGHT ABOVE GROUND
FOR FIRE BASE
19 3/8"
47 3/4"
30 3/8" ID
15 1/8"
32 (NOM) OD
16 7/8"
13 3/4"
24"
19 13/16"
23 9/16"
48 11/16" OD
CENTER OF FIRE RING
WITH GRATE ROTATED
OUTSIDE OF FIRE RING
NOTES:
1. FIRE RINGS SHALL BE MANUFACTURED BY PILOT ROCK: A
REGISTERED TRADEMARK OF R.J. THOMAS MFG. CO., INC., P.O.
BOX 946, CHEROKEE, IOWA 51012. (712) 225-5115.
www.pilotrock.com. "SNOW LOAD ACCESSIBLE SWIVEL GRATE FIRE
RING WITH PIN ANCHORS," MODEL#: 'FSW/SL-30/18/PA' OR
APPROVED EQUAL BY THE FOREST SERVICE.
CONSTRUCT
HARDENED
AGGREGATE
SURFACE
8" DIA. X 24" CONCRETE
FOOTING (MIN)
G-6
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
CAMPSITE DETAILS 2
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-5 6 11
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2% SLOPE
1'
Y
P
P
DIMENSIONS AS SHOWN ON PLANS
EXISTING SLOPE
EXISTING SLOPE
C L E
A R
I N
G
H E
I G
H
EXPOSED AGGREGATE CONCRETE SECTION
G-6
NTS
4" COMPACTED AGGREGATE,
BASE COURSE, GRADING B
EXISTING SLOPE
EXISTING SLOPE
AS SHOWN ON PLANS
P
P
2% SLOPE
NOTES:
1. ALL HARDENED AGGREGATE ORARS OR SURFACES SHALL BE CONSTRUCTED AS
SHOWN ON THE PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.
2. SEE SECTION 02340 FOR REQUIREMENTS FOR HARDENED AGGREGATE SURFACES.
3. HARDENED AGGREGATE ORARS OR SURFACES SHALL BE GRADED WITH SLOPE TO
DRAIN WITH NATURAL TOPOGRAPHY, BUT NOT TO EXCEED 2% IN ANY DIRECTION.
4. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE
FIELD BETWEEN THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES
AND SLOPES SHALL BE APPROVED BY THE FOREST SERVICE.
HARDENED AGGREGATE SURFACE SECTION
G-6
NTS
NATIVE SHOULDER
BACKFILL FLUSH W/
CONCRETE SURFACE
COMPACTED NATIVE SOIL
SUBGRADE
NATIVE SHOULDER BACKFILL
FLUSH W/ AGGREGATE SURFACE
COMPACTED NATIVE SOIL
SUBGRADE
4" DEPTH EXPOSED AGGREGATE CONCRETE
W/ 6" 10 GAUGE WELDED WIRE MESH
2" COMPACTED AGGREGATE,
SURFACE COURSE, GRADING C,
MIN. OF 90% COMPACTION USING A
VIBRATION PLATE COMPACTOR
4" COMPACTED AGGREGATE BASE
COURSE, GRADING B, MIN. OF 95%
COMPACTION, ASSHTO T-99,
METHOD C OR D
CAMPSITE MARKER
G-6
NTS
FRONT VIEW
SIDE VIEW
3'-0"
3'-0"
1'-6"
6"
6"
6'-0"
3'-0"
1'-6"
6"
6"
3"
5"
ATTACH 5-1/2" REFLECTIVE ALUMINUM
CAMPSITE MARKER SIGNS TO 60° ON
CAMPSITE MARKER POST,
SEE SIGN DETAIL ABOVE.
GALVANIZED STEEL CLIP, FASTEN WITH
LOWER MARKER NAIL, PAINT PER
SECTION 09900
COMPACTED NATIVE SOIL
POST SHALL BE 6"X6" DOUGLAS FIR ROUGH
CUT PRESSURE TREATED AND STAINED IN
ACCORDANCE WITH SECTION 09900,
UNLESS NOTED OTHERWISE. COLOR SHALL
BE "DARK CHOCOLATE" OR APPROVED
EQUAL BY THE FOREST SERVICE.
NOTES:
1. CAMPSITE MARKERS HEIGHT SHALL BE MEASURED FROM THE TOP OF THE
CAMPGROUND ROAD ADJACENT TO THE MARKER.
2. ATTACH SIGN TO CAMPSITE MARKER POST WITH (2) 1/8"x2-1/2" STAINLESS
STEEL TAMPER PROOF SCREWS.
3. SIGN SHALL HAVE 3M HIGH INTENSITY PRISMATIC WHITE BACKGROUND,
COVERED WITH FOREST SERVICE FEDERAL SPEC BROWN. SIGN SHALL BE
REFLECTIVE ALUMINUM - CLEAR COAT OVERLAY WITH EDGE FILM OR
APPROVED EQUAL BY THE FOREST SERVICE.
4. MARKER POST SHALL BE SET 2' MIN FROM EDGE OF CAMPGROUND ROAD AND
PARKING SPUR.
5. SIGNS SHALL BE MANUFACTURED BY:
WOOD PRODUCT SIGNS ROUTED RECYCLE PLUS, INC.,
4890 COUNTY ROAD 76, PARLIN, CO 81239. (970) 641-1675.
www.woodproductsigns.com OR APPROVED EQUAL BY THE FOREST SERVICE.
6. CAMPSITE MARKERS SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS
AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.
5-1/2"
5-1/2"
1/2"
1/8"
3/16" HOLE
2'
MIN
EDGE OF
CG ROAD
3'-0"
6'-0"
2'
MIN
EDGE OF
CG ROAD
NOTES:
1. ALL EXPOSED AGGREGATE CONCRETE ORARS AND SURFACES SHALL BE CONSTRUCTED AS SHOWN ON
THE PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.
2. A CONCRETE MIX DESIGN FOR CONCRETE SLABS SHALL BE SUBMITTED BY THE CONTRACTOR 14 DAYS
PRIOR TO SCHEDULED PLACEMENT, TO ALLOW FOR REVIEW AND APPROVAL BY THE FOREST SERVICE.
3. CONCRETE SHALL HAVE A 3/8" GRADED EXPOSED AGGREGATE FINISH (SEE SPECIFICATIONS).
4. SEE SECTIONS 03100, 03200, 03300, 03351 FOR SAMPLING AND SUBMITTAL REQUIREMENTS.
5. THE EXPOSED AGGREGATE CONCRETE ORAR IN FRONT OF THE TOILET BUILDINGS SHALL HAVE A 2%
SLOPE IN ANY DIRECTION AND SHALL BE FLUSH WITH THE TOP OF THE TOILET BUILDING CONCRETE
SLAB FOR ACCESSIBILITY.
6. THE EXPOSED AGGREGATE CONCRETE ORAR IN FRONT OF THE SINGLE VAULT TOILET BUILDING SHALL
BE FLUSH WITH THE EXISTING FAUCET CONCRETE SLAB.
7. THE EXPOSED AGGREGATE CONCRETE ORAR LEADING TO THE ORAR IN FRONT OF THE DOUBLE VAULT
TOILET BUILDING MAY HAVE A SLOPE UP TO 8.33% MAX AND SHALL BE FLUSH WITH THE EXISTING
FAUCET CONCRETE SLAB.
8. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL BE COORDINATED IN THE FIELD BETWEEN
THE CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES SHALL BE APPROVED
BY THE FOREST SERVICE.
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
GENERAL DETAILS
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-6 7 11
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POST AND HORIZONTAL BARRIERS
G-7
NTS
C C
POST BARRIERS
FINISH
GRADE
O.C.
NOTES:
1. POST BARRIERS AND HORIZONTAL BARRIERS SHALL BE MANUFACTURED BY:
PERMAPOST PRODUCTS CO., 4205 SE WITCH HAZEL RD, HILLSBORO, OREGON 97123.
ATTENTION JAYNE BOND OR BRUCE LIPPS. 503-619-0212 OR SALES.PERMAPOST@GMAIL.COM.
TREATMENT ON POSTS SHALL BE .50 PENTACHLOROPHENOL (TYPE A) TREATED MATERIAL
(CHOCOLATE BROWN COLOR), INCISED, #1/BETTER COASTAL DOUGLAS FIR GREEN,
INDEPENDENT INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.
2. PLACE POST BARRIERS AND HORIZONTAL BARRIERS 2' MIN. FROM CAMPGROUND ROAD.
3. THE POST BARRIERS AND HORIZONTAL BARRIERS SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON
THE PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.
4. THE QUANTITIES OF THE POST BARRIERS AND HORIZONTAL BARRIERS ARE APPROXIMATE AND SHALL
BE FIELD VERIFIED BY THE CONTRACTOR AND APPROVED BY THE FOREST SERVICE.
PLAN
C C
POST BARRIERS
C
SECTION
4'-0"
5'-0" O.C.
5'-0" O.C.
5'-0" O.C.
4'-0"
5'-0"4'-0"
A
UTILIZE POST BARRIERS AND HORIZONTAL
BARRIERS IN OPEN FLAT AREAS.
EXISTING TREES
AND SHRUBS.
EXISTING
ROCKS
HORIZONTAL BARRIERSUTILIZE NATURAL BARRIERS SUCH AS
EXISTING TREES, SHRUBS, ROCK
OUT-CROPPINGS, STEEP SLOPES AND CREEK
CROSSINGS WHERE POSSIBLE AND
PRACTICAL. DESIGN A 4'-0" GAP BETWEEN
VEGETATION EDGE AND BARRIERS.
POST BARRIERS SHALL
EXTEND 18" ABOVE FINISH
GRADE.
POST BARRIERS SHALL BE BURIED A MIN. OF 24" BELOW
GRADE. 8"x8"x42" LONG (MIN) DOUGLAS FIR PRESSURE
TREATED. POSTS SHALL HAVE 1" 45° CHAMFER ON TOP
END. COLOR SHALL BE "DARK CHOCOLATE" OR
APPROVED EQUAL BY THE FOREST SERVICE. SEE NOTES
SECTION FOR TREATMENT AND DETAILS.
4'-0"
EDGE OF
CAMPGROUND
ROAD
2' OFFSET FROM EDGE OF
CAMPGROUND ROAD
36"
8"
6"
20"
EXISTING
GROUND
48"
COMPACTED
NATIVE SOIL
8"X8"X4' PRESSURE TREATED DOUGLAS FIR
POSTS. COLOR SHALL BE "DARK CHOCOLATE" OR
APPROVED EQUAL BY THE FOREST SERVICE. SEE
NOTES SECTION FOR TREATMENT AND DETAILS..
3/4" DIA X 12"
GALVANIZED MACHINE
BOLT WITH NUT
(TYP.)
4"
4"X8"X10' ROUGH SAWN DOUGLAS FIR
RAIL PRESSURE TREATED. COLOR
SHALL BE "DARK CHOCOLATE" OR
APPROVED EQUAL BY THE FOREST
SERVICE. SEE NOTES SECTION FOR
TREATMENT AND DETAILS.
7'
10'
2'
4"
12"
8"
EP
HORIZONTAL BARRIERS SHALL EXTEND 12" ABOVE FINISH
GRADE. SEE DETAIL
A
4'-0" 4'-0"
4'-0"
HORIZONTAL BARRIER DETAIL A
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
BARRIER DETAILS
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-7 8 11
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STANDARD HOT-DIP
GALVANIZED JOIST
HANGERS NAILED WITH
JOIST HANGER NAILS.
CONTRACTOR TO SIZE
APPROPRIATELY.
RECESSED NUT DETAIL FOR
1/2" CARRIAGE BOLTS THAT
CONNECT THE 8"X8" POSTS
TOGETHER.
ENTRANCE SIGN 1
G-8
NTS
NOTES:
1. THE RECYCLED PLASTIC RECREATION SITE SIGNS, USDA CREDIT
LINES, AND SHIELDS SHALL BE MANUFACTURED BY
WOOD PRODUCT SIGNS ROUTED RECYCLE PLUS, INC.,
4890 COUNTY ROAD 76, PARLIN, CO 81239. (970)641-1675.
www.woodproductsigns.com. OR APPROVED EQUAL BY THE
FOREST SERVICE.
2. THE MAXIMUM SPACE BETWEEN THE 3"X6" CROSSPIECE BOARDS
SHOULD BE NO MORE THAN 3-1/2" FEET.
3. ALL HOLES DRILLED MUST BE OVERSIZED A MINIMUM OF 1/8" TO
1/4" THAN THE BOLT USED. THIS IS TO PREVENT THE SIGN FROM
CRACKING.
4. BOLTS AND FASTENERS SHOULD BE LOOSELY FASTENED TO
ALLOW MOVEMENT OF EXPANSION OR CONTRACTION OF THE
HDPE RECYCLED PLASTIC SIGN MATERIAL.
5. ALL ROUND HEAD CARRIAGE BOLTS SHALL BE GALVANIZED.
PAINTED SURFACED SHALL BE ETCHED PRIOR TO PAINTING.
BOLTS SHALL BE PAINTED TO MATCH COLOR OF SIGN.
6. THE FINAL LOCATION OF THE ENTRANCE SIGN SHALL BE
DETERMINED IN THE FIELD BY THE FOREST SERVICE IN
COORDINATION WITH THE CONTRACTOR.
7. FINISH GRADE SLOPE SHALL NOT EXCEED 2%.
DOUBLE SIGN INSTALLATION (USDA CREDIT LINE AND RECREATION SITE SIGN)
DOUBLE SIGN INSTALLATION (SHIELD)
1) POST
8" X 8"
2) GALV. CARRIAGE BOLT
3/8" (CREDIT LINE)
3/8" (SITE SIGN)
3) GALV. WASHER
4) SIGN PANEL
5-1/2"X43"X3/4" (CREDIT LINE)
40" X 63"
X
3/4" (SITE SIGN)
5) GALV. WASHERS
6) CROSSPIECE BOARDS
2"X4" (CREDIT LINE)
3"X6" (SITE SIGN)
7) JOIST HANGERS
8) GALV. NUT
1) POST
8" X 8"
2) GALV. CARRIAGE BOLT
3/8"
3) GALV. WASHER
4) SIGN PANEL
12" SHIELD
5) GALV. WASHERS
6) GALV. NUT
63"
8"
55"
40"
6"
5'-6"
6'-6"
8'-0"
1'-0"
10'
9'
1 1/2"
U.S. DEPARTMENT OF AGRICULTURE
2'-6"
R=7"
3"X6" TREATED D.F CROSS
BAR W/ JOIST HANGERS SHALL
BE PAINTED IN ACCORDANCE
WITH SECTION 09900. COLOR
SHALL BE "DARK CHOCOLATE"
OR APPROVED EQUAL BY THE
FOREST SERVICE.
1/2" ROUND HEAD
CARRIAGE BOLTS.
COUNTERSUNK AND
RECESSED NUT.
(2) USDA CREDIT LINES "P-43,
5-1/2"X43" RECYCLED PLASTIC"
BOLTED TO 2"X4" CROSS BAR W/
3/8" ROUND HEAD CARRIAGE
BOLTS
8"x8" CEDAR POSTS W/ 1"
45° CHAMFER EDGES.
APPLY A CLEAR STAIN.
ALIGN POST PARALLEL TO
SIGNS.
(2) SHIELD "S-12, 12"
RECYCLED PLASTIC" BOLTED
TO POSTS W/ 3/8" ROUND
HEAD CARRIAGE BOLTS. TO
BE INSTALLED ON POST
CLOSEST TO ROAD.
(2) RS-2 RECYCLED
PLASTIC SIGN, SEE
BELOW.
FRONT ELEVATION
SECTION VIEW
PLAN VIEW
LEVEL FINISHED GRADE AROUND SIGN
AND MULCH ALL DISTURBED AREAS
32"
COMPACTED
NATIVE SOIL
NATIVE SOIL
COMPACTED
NATIVE SOIL
NATIVE SOIL
1/2"
2'-6" 1'-0"
12"
80°
CAMPGROUND
JERSEYDALE
SIERRA
RS-2 SIGN DIMENSIONS
(2) RS-2 RECYCLED
PLASTIC SIGN, SEE
BELOW
(2) USDA CREDIT
LINES "P-43, 5-1/2"X43"
RECYCLED PLASTIC"
BOLTED TO 2"X4"
CROSS BAR W/ 3/8"
ROUND HEAD
CARRIAGE BOLTS
4'
4"
18"
BREAKAWAY HOLES
3" SIZE. (TYP.)
EX. ROAD
1/4" MAX.
2" X 4" TREATED D.F. CROSS
BAR WITH JOIST HANGERS
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
ENTRANCE SIGN
DETAILS
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-8 9 11
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BULLETIN BOARD
G-9
NTS
SIGN INSTALLATION
HOT DIP GALVANIZED JOIST
HANGERS NAILED WITH
JOIST HANGER NAILS.
1) 6" X
6" POST
2) 3/8" X
5" GALV.
CARRIAGE BOLT
3) GALV. WASHER
4) 5/8" HOLE DRILLED
THROUGH SIGN PANEL
5) SIGN PANEL
48" X
48" X
3/4"
6) GALV. WASHERS
7) GALV. NUT
8) JOIST HANGERS
9) 3"X6" CROSS BAR
10) RECESS (OPTIONAL)
NOTES:
1. ALL BOLTS AND METALS SHALL BE PAINTED IN ACCORDANCE WITH
SECTION 09900. COLOR SHALL BE "DARK CHOCOLATE" OR APPROVED
EQUAL BY THE FOREST SERVICE.
2. TITLES ON HEADERS AND FOOTERS SHALL BE AS SHOWN ON THE
DRAWINGS.
3. ALL RECYCLED PLASTIC SIGNS, HEADERS, FOOTERS AND CUSTOM
MAPS SHALL BE MANUFACTURED BY
WOOD PRODUCT SIGNS ROUTED RECYCLE PLUS, INC.,
4890 COUNTY ROAD 76, PARLIN, CO 81239.
(970) 641-1675 www.woodproductsigns.com OR APPROVED
EQUAL BY THE FOREST SERVICE.
4. ALL HOLES DRILLED MUST BE OVERSIZED A MINIMUM OF 1/8" TO 1/4"
THAN THE BOLT USED. THIS IS TO PREVENT THE SIGN FROM CRACKING.
5. BOLTS AND FASTENERS SHOULD BE LOOSELY FASTENED TO ALLOW
MOVEMENT OF EXPANSION OR CONTRACTION OF THE HDPE RECYCLED
PLASTIC SIGN MATERIAL.
4. THE WELCOME PANEL SHALL HAVE A CUSTOM MAP OF THE FACILITY.
THE CUSTOM MAP DESIGN AND LAYOUT WILL BE PROVIDED TO THE
SIGN MANUFACTURER BY THE FOREST SERVICE FOR PROCUREMENT
BY THE CONTRACTOR. THE CUSTOM MAP DESIGN AND LAYOUT,
INCLUDING THE LIST OF ACCESSIBLE CAMPSITES WILL BE FINALIZED
PER THE AS-BUILT DRAWINGS. CONTRACTOR SHALL SUBMIT PROOF TO
THE FOREST SERVICE FOR APPROVAL.
5. THE BULLETIN BOARDS SHALL BE CONSTRUCTED AS SHOWN ON THE
PLANS AND AS APPROVED IN THE FIELD BY THE FOREST SERVICE.
6. THE FINISH GRADE SHALL BE FLUSH WITH THE EXISTING PULL-OFF FOR
ACCESSIBILITY.
7. APPLY A 2% SLOPE IN ANY DIRECTION.
REGULATIONSINFORMATION
SIERRA SIERRA
48" 48"48"
48"
6"
6"
FOOTERS SHALL BE STANDARD F.S.
"YELLOW-CREAM" COLOR BACKGROUND W/
3" RAISED "BROWN" COLOR LETTERS.
WELCOME
JERSEYDALE CAMPGROUND
48"
JERSEYDALE
CAMPGROUND MAP
CUSTOM
SEE CUSTOM MAP
(1)
(1)
PLAN VIEW
150° ANGLE (TYP)
CONSTRUCT HARDENED
AGGREGATE SURFACE AS SHOWN
ON EACH PLAN SHEET, SEE DETAIL
G-6
4"
4'-0"
7'-0"
3'-0"
10'-0"
WELCOME REGULATIONSINFORMATION
SIERRA SIERRA
6"
6"
1'-6"
4'-0" (TYP.)
4'-0" (TYP.)
2'-8"
COMPACTED
NATIVE SOIL
NATIVE SOIL
4'-0"
6'-3"
1'-0"
6"X6"
POST
1" - 45° CHAMFER
JOIST HANGER
3"X6" DOUGLAS FIR CROSS BAR SHALL BE
PAINTED IN ACCORDANCE WITH SECTION 09900.
COLOR SHALL BE "DARK CHOCOLATE" OR
APPROVED EQUAL BY THE FOREST SERVICE.
(4) 3/4" RECYCLED PLASTIC PANELS, STANDARD
F.S. "BROWN" COLOR. SEE BELOW
10"
3'-0"
6"X6"X10' DOUGLAS FIR POSTS. PRESSURE
TREATED. STAIN IN ACCORDANCE WITH SECTION
09900. COLOR SHALL BE "DARK CHOCOLATE" OR
APPROVED EQUAL BY THE FOREST SERVICE.
EDGE OF ORAR
4'-0" (TYP.)
45° (TYP)
165° (TYP)
150° (TYP)
HEADER SHALL BE STANDARD F.S.
"YELLOW-CREAM" COLOR BACKGROUND W/
3" RAISED "BROWN" COLOR LETTERS.
O
P E
2% SLOPE
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
BULLETIN BOARD
DETAILS
4/16/2021
CESAR S.
CESAR S.
ANTONIO C.
G-9 10 11
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1. DESIGNS FOR SIGNS AND BARRICADES SHOWN ABOVE ARE IN ACCORDANCE WITH MINIMUM STANDARDS IN THE
"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" LATEST EDITION.
2. SIGNS SHALL BE MADE FROM SUITABLE MATERIALS WHICH ARE IN ACCORDANCE WITH ALL STATE AND FEDERAL
SPECIFICATIONS.
3. SIGNS MAY BE MADE OF WOOD OR METAL. WOOD SIGNS-5/8" PLYWOOD MANUFACTURED WITH SPECIAL
WATERPROOF GLUE. METAL SIGNS-16 GAUGE SHEET STOCK WITH EMBOSSED OR VITRIFIED FINISH. WHEN
EMBOSSED THE DETAILS OF THE DESIGN ARE RAISED FROM THE BACKGROUND NOT LESS THAN .100" NOR MORE
THAN .125".
4. REGULATORY SIGNS SHALL BE RECTANGULAR IN SHAPE WITH THE LARGER DIMENSION VERTICAL AND HAVE BLACK
AND WHITE LEGEND OR BACKGROUND. ALL REGULATORY SIGNS UNLESS DEFINITELY EXCEPTED IN THE
SPECIFICATIONS, SHALL BE REFLECTORIZED OR ILLUMINATED.
5. ALL SIGNS, UNLESS DEFINITELY EXCEPTED IN THE SPECIFICATIONS, SHALL BE DIAMOND SHAPED (SQUARE WITH ON
DIAGONAL VERTICAL) AND SHALL HAVE A HIGHWAY ORANGE BACKGROUND WITH BLACK LEGEND. ALL WARNING
SIGNS HAVING SIGNIFICANCE DURING THE HOURS OF DARK SHALL BE REFLECTORIZED OR ILLUMINATED.
6. SIGNS SHALL BE LOCATED WHERE THEY WILL BE CONSPICUOUSLY VISIBLE DAY AND NIGHT ON THE RIGHT HAND
SIDE OF APPROACHING TRAFFIC. THEY SHALL BE FACING TRAFFIC AND LOCATED WHERE THEY CAN BE SEEN AT
ALL TIMES BY APPROACHING DRIVERS WITH A MINIMUM OF EFFORT.
7. WHEN A SIGN IS REQUIRED FOR AN EXTENDED PERIOD, IT SHALL BE FASTENED TO 4 X 4 POSTS WITH 2 3/8"
CARRIAGE BOLTS. PORTABLE SUPPORTS ARE PERMITTED FOR SHORT PERIODS PROVIDED THE CONSTRUCTION IS
SUCH THAT WIND OR OTHER AGENTS CANNOT READILY UPSET THE SIGN.
8. SIGN M4-10R SHALL BE ERECTED AT THE BEGINNING OF DETOURS, ALONG DETOURS AT 1/4 MILE INTERVALS AND AT
ROAD JUNCTIONS ALONG DETOURS IN A GREATLY ENLARGED SIZE IF THIS SIGN IS PRESCRIBED FOR USE ON
BARRICADES IN THE ROADWAY WHERE A ROAD IS CLOSED FOR CONSTRUCTION OR MAJOR MAINTENANCE
OPERATIONS.
9. SIGN W20-1 SHALL BE ERECTED 1500' FROM EACH END OF CONSTRUCTION OPERATIONS.
10. SIGN W21-3 AND W11-1 SHALL BE ERECTED AT EACH END OF AREAS WHERE HEAVY EQUIPMENT IS IN OPERATION
AND SHALL BE REPEATED EVERY 1/2 MILE IF THE OPERATION EXTENDS OVER ONE MILE.
11. OTHER SIGNS SHOWN ABOVE SHALL BE USED AS INDICATED BY THEIR DESIGN.
12. IF OTHER SIGNS NOT SHOWN ABOVE ARE REQUIRED THEY SHALL ALSO CONFORM IN DESIGN TO THOSE SHOWN IN
THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
13. SELECTION AND PLACEMENT OF ALL SIGNS SHALL BE SUBJECT TO APPROVAL OF THE ENGINEER.
14. LIGHTING DEVICES SUCH AS FLASHERS, TORCHES, LANTERNS, AND ELECTRIC LIGHTS SHALL BE PLACED AND
MAINTAINED FROM SUNSET TO SUNRISE AT ALL POINTS OF HAZARD AND AT ALL SIGNS INDICATING CAUTION.
GENERAL NOTES
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
(R05)
PACIFIC SOUTHWEST REGION
JERSEYDALE
CAMPGROUND
RECONSTRUCTION
PHASE 3
PROJECT
SIERRA NATIONAL
FOREST
BASS LAKE
RANGER DISTRICT
CONSTRUCTION SIGNS
4/16/2021
ANTONIO C.
G-10 11 11
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5' TO 12'
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PERMANENT
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ESSENTIALLY
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PORTABLE
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MOVABLE
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ESSENTIALLY
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FLEXIBILITY
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POST OR SKIDS
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LIGHT "A" FRAME
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HEAVY "A" FRAME
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DEMOUNTABLE OR
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TYPE OF FRAME
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AutoCAD SHX Text 1'
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3 FT. MIN.
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3'MIN.-3- MAX.
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3 FT. MIN.
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HEIGHT
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6 IN.
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6 IN.
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6 IN.
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MAX.
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3' MIN.-VARIAB;E
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3' MIN.- 4' MAX.
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WIDTH OF STRIPES
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LENGTH OF RAIL
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8" MIN.-12"MAX.
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8" MIN.-12"MAX.
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8" MIN.-12"MAX.
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WIDTH OF RAIL
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III
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II
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TYPE
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3' MINIMUM
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SEE TABLE
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D LETTERING
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6" SERIES
AutoCAD SHX Text 48"X18"
AutoCAD SHX Text M5-7
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D LETTERING
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8" SERIES
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AutoCAD SHX Text R11-2
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SEE TABLE
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FOR DIMENSIONS
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NOTE:
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VARIES
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SUPPORT
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TYPE OF
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TYPE III BARRICADE
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TYPE I BARRICADE
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TYPE II BARRICADE
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8" SERIES D LETTERING
AutoCAD SHX Text 30"X30"
AutoCAD SHX Text W8-1
AutoCAD SHX Text W20-2d
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5" SERIES D LETTERING
AutoCAD SHX Text 24"X24"
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5" SERIES D LETTERING
AutoCAD SHX Text 30"X30"
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5" SERIES C LETTERING
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5" SERIES D LETTERING
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5" SERIES D LETTERING
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5" SERIES D LETTERING
AutoCAD SHX Text 36"X36"
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6" SERIES D LETTERING
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5" SERIES D LETTERING
AutoCAD SHX Text 36"X36"
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8" SERIES C LETTERING
AutoCAD SHX Text 48"X48"
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8" SERIES C LETTERING
AutoCAD SHX Text 48"X48"
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7" SERIES C LETTERING
AutoCAD SHX Text 48"X48"
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RIGHT OR LEFT
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BLACK ARROW
AutoCAD SHX Text 48"X24"
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3" SERIES D LETTERING
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RIGHT OR LEFT
AutoCAD SHX Text 24"X9"
AutoCAD SHX Text
5" SERIES B LETTERING
AutoCAD SHX Text 24"X12"
AutoCAD SHX Text W21-2
AutoCAD SHX Text W11-1
AutoCAD SHX Text W21-1
AutoCAD SHX Text W8-7
AutoCAD SHX Text W8-6
AutoCAD SHX Text W5-2
AutoCAD SHX Text W3-1
AutoCAD SHX Text W21-3
AutoCAD SHX Text W20-2c
AutoCAD SHX Text W20-2d
AutoCAD SHX Text W20-1
AutoCAD SHX Text W1-6
AutoCAD SHX Text M4-10R
AutoCAD SHX Text M4-B
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3' MINIMUM
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
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AutoCAD SHX Text 1'
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3' TO 3
AutoCAD SHX Text 45%%127
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text 45%%127
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5' TO 12'
AutoCAD SHX Text 5'
AutoCAD SHX Text 5'
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AutoCAD SHX Text 1"
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AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
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AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text 3"
AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text
AutoCAD SHX Text 11"
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AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
AutoCAD SHX Text
AutoCAD SHX Text 1"
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AutoCAD SHX Text 1"
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AutoCAD SHX Text 6"
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AutoCAD SHX Text 4"
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AutoCAD SHX Text 4"
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AutoCAD SHX Text 5"
AutoCAD SHX Text 5"
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AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
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AutoCAD SHX Text 8"
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AutoCAD SHX Text 13"
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AutoCAD SHX Text 7"
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AutoCAD SHX Text 48"
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AutoCAD SHX Text 9"
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AutoCAD SHX Text 12"
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OIL
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FRESH
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CROSSING
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TRUCK
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WORKING
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MEN
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GRAVEL
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LOOSE
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ROAD
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ROUGH
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AHEAD
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CONSTRUCTION
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ROAD
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BRIDGE
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LANE
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ONE
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AHEAD
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STOP
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AHEAD
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MACHINERY
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ROAD
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500 FT
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DETOUR
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AHEAD
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DETOUR
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DETOUR
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DETOUR
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BUMP
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AHEAD
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DETOUR
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DETOUR
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CLOSED
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ROAD
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
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AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
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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
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| JerseydaleCG_ReconstProject_Phase3_CoverSheet_041621_FINAL |
| Sheets and Views |
| JerseydaleCG_ReconstProject_Phase3_CoverSheet_041621_FINAL-34x22 EXPANDED |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL |
| Sheets and Views |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-INDEX PLAN_G1 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-SITE PLAN 1_G2 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-SITE PLAN 2_G3 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-CAMPSITE_G4 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-CAMPSITE2_G5 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-GENERAL_G6 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-BARRIERS_G7 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-ENTRANCE SIGN_G8 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-BULLETIN BOARDS_G9 |
| OLE1 |
| JerseydaleCG_ReconstProject_Phase3_PlanDrawings_041621_FINAL-CONST. SIGNS_G10 |
| OLE1 |
File details come from the government source that posted it. Updated .