KR Toilet Sitework Dwg Set Color.pdf
PDF 7 MB Posted
- Solicitation number
- 1082961
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Department of Agriculture Forest Service
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| Combined Toilet Site Work Spec Revised3.pdf |
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KERN RIVER RD
TOILET SITE WORK PROJECT
SITE 3 -SHEET 5
SITE 1 -SHEET 3
SITE 2 -SHEET 4
SOUTH FORK RECREATION AREA PROJECT LOCATION
*LOCATED ON: HIGHWAY 178 APPROXIMATELY 4 MILES
EAST OF THE COMMUNITY OF LAKE ISABELLA.
*DIRECTIONS: FROM HIGHWAY 99 IN BAKERSFIELD TAKE
CA-178 E TOWARDS LAKE ISABELLA FOR 47 MILES. SOUTH
FORK RECREATION AREA IS ON THE LEFT.
CAMP 9 CAMPGROUND PROJECT LOCATION
*LOCATED ON: COUNTY RD 521 SIERRA WAY
*DIRECTIONS: FROM HIGHWAY 99 IN BAKERSFIELD TAKE CA-178 E TOWARDS
LAKE ISABELLA FOR 43 MILES. TAKE EXIT 43 FOR CA-155 TOWARD LAKE
ISABELLA/KERNVILLE; TURN LEFT ONTO CA-155 W/KERNVILLE
ROAD/WOFFORD HEIGHTS BOULEVARD FOR 7.3 MILES. CONTINUE ON
BURLANDO ROAD FOR 4 MILES. TURN RIGHT ONTO COUNTY ROAD 521 SIERRA
WAY AND FOLLOW FOR 4.7 MILES, CAMP 9 CG IS ON THE RIGHT.
TILLIE CREEK CAMPGROUND PROJECT LOCATION
*LOCATED ON: TUTTLE ROAD
*DIRECTIONS: FROM HIGHWAY 99 IN BAKERSFIELD TAKE CA-178 E TOWARDS
LAKE ISABELLA FOR 43 MILES. TAKE EXIT 43 FOR CA-155 TOWARD LAKE
ISABELLA/KERNVILLE; TURN LEFT ONTO CA-155 W/KERNVILLE ROAD/WOFFORD
HEIGHTS BOULEVARD FOR 6.5 MILES. TURN RIGHT ON TUTTLE ROAD, TILLIE
CREEK CAMP GROUND IS ON THE LEFT 0.2 MILES FOR TUTTLE ROAD.
VICINITY MAP & GENERAL NOTES
N
VICINITY MAP & GENERAL NOTES
GENERAL NOTES
MOBILIZATION:
CLEANING OF EQUIPMENT FOR NOXIOUS WEEDS IS INCIDENTAL TO MOBILIZATION.
DRAINAGE:
FINISH GRADES SHALL BE SHAPED AND SLOPED TO DRAIN AWAY FROM BUILDINGS AND
CONCRETE FLATWORK.
RIPRAP:
ALL SUITABLE RIPRAP THAT MEETS PROJECT REQUIREMENTS AS SHOWN ON THE
DRAWINGS, MAY BE OBTAINED FROM COMMERCIAL SOURCES APPROVED IN WRITING BY
THE CONTRACTING OFFICER.
TRAFFIC CONTROL:
HAUL ROUTES FOR MATERIALS, WORK ZONES, AND ROAD IMPROVEMENTS OPERATIONS
SHALL BE SIGNED IN ACCORDANCE WITH CURRENT MUTCD STANDARDS.
A CONSTRUCTION SCHEDULE AND TEMPORARY TRAFFIC CONTROL SIGN PLAN SHALL BE
SUBMITTED AND ACCEPTED BY THE COR PRIOR TO CONSTRUCTION.
SAMPLING AND TESTING :
CONCRETE SHALL BE TESTED FOR UNIT MASS, SLUMP, TEMPERATURE, AIR CONTENT, AND
COMPRESSIVE STRENGTH IN ACCORDANCE WITH CONCRETE SPECIFICATION.
DEMOLITION AND DISPOSAL:
CONCRETE AND ANY OTHER TRASH GENERATED DUE TO CONSTRUCTION SHALL BE
DISPOSED OFF FOREST SERVICE LAND.
VAULT TOILET BUILDINGS :
DIMENSIONS SHOWN ON TOILET BUILDINGS ARE FOR REFERENCE ONLY BECAUSE THE
NEW BUILDINGS HAVE NOT YET BEEN INSTALLED. ACTUAL DIMENSIONS MAY VARY
DEPENDING ON THE SUPPLIER OF THE NEW TOILETS INSTALLED.
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CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT
TOILET AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
CLEAN AND DEMOLISH
ABANDONED SEPTIC TANK,
BACKFILL AND COMPACT WITH
APPROVED BACKFILL MATERIAL.
DEMOLISH MANHOLE;
BACKFILL AND COMPACT
WITH APPROVED
BACKFILL MATERIAL.
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SAW CUT AND REMOVE 18"
OF ASPHALT TO A STRAIGHT
EDGE.
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TILLIE CREEK CG VAULT TOILET #1
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SEPTIC
TANK
6" THICK
REINFORCED
3500 PSI
CONCRETE
2% GRADE
MAX
2% GRADE
MAX
CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT TOILET
AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
CLEAN AND DEMOLISH ABANDONED
SEPTIC TANK, BACKFILL AND
COMPACT WITH APPROVED
BACKFILL MATERIAL.
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CONNECT TO AND MATCH
ELEVATION OF EXISTING
SIDEWALK.
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CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT TOILET
AND 5'X20' CONCRETE SIDEWALK
TO CONNECT TO PARKING SPACE
AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
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CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT TOILET
AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
CLEAN AND DEMOLISH ABANDONED
SEPTIC TANK, BACKFILL AND
COMPACT WITH APPROVED
BACKFILL MATERIAL.
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EDGE OF ASPHALT
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CONSTRUCT CONCRETE SIDEWALKS
AROUND NEW DOUBLE DOUBLE VAULT
TOILET AND 5'X10' CONCRETE
SIDEWALK TO CONNECT TO PARKING
SPACE AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
CLEAN AND DEMOLISH PRECAST
DOSING BOX. REMOVE ALL
MECHANICAL COMPONENTS.
BACKFILL AND COMPACT WITH
APPROVED BACKFILL MATERIAL.
6" THICK
REINFORCED
3500 PSI
CONCRETE
CLEAN AND DEMOLISH ABANDONED 1500
GALLON SEPTIC TANK, BACKFILL AND
COMPACT WITH APPROVED BACKFILL
MATERIAL.
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EDGE OF ASPHALT
6" THICK
REINFORCED
3500 PSI
CONCRETE
CONSTRUCT CONCRETE SIDEWALKS
AROUND NEW DOUBLE DOUBLE
VAULT TOILET AND A 5'X24'
CONCRETE SIDEWALK TO CONNECT
TO PARKING SPACE AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
6" THICK
REINFORCED
3500 PSI
CONCRETE
CLEAN AND DEMOLISH PRECAST
DOSING BOX. REMOVE ALL
MECHANICAL COMPONENTS.
BACKFILL AND COMPACT WITH
APPROVED BACKFILL MATERIAL.
CLEAN AND DEMOLISH ABANDONED 1500
GALLON SEPTIC TANK, BACKFILL AND
COMPACT WITH APPROVED BACKFILL
MATERIAL.
2%
GRADE MAX
2%
GRADE MAX
EDGE OF ASPHALT
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CLEAN AND DEMOLISH PRECAST
DOSING BOX. REMOVE ALL
MECHANICAL COMPONENTS.
BACKFILL AND COMPACT WITH
APPROVED BACKFILL MATERIAL.
CLEAN AND DEMOLISH ABANDONED
1500 GALLON SEPTIC TANK,
BACKFILL AND COMPACT WITH
APPROVED BACKFILL MATERIAL.
CONSTRUCT CONCRETE SIDEWALKS
AROUND NEW DOUBLE DOUBLE
VAULT TOILET AND A 5'X15'
CONCRETE SIDEWALK TO CONNECT
TO PARKING SPACE AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
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TILLIE CREEK CG TOILET #7
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CAMP 9 VAULT TOILET
REPLACEMENT
(SEE SHEET 12)
CAMP 9 "BOAT RAMP"
NEW VAULT TOILET
(SEE SHEET 13)
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CAMP 9 CAMPGROUND
CAMP 9 CAMPGROUND
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DOUBLE DOUBLE VAULT TOILET
AS SHOWN HERE.
(SEE SHEET 16 FOR DETAILS)
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CLEAN AND DEMOLISH SEPTIC
TANK, BACKFILL AND COMPACT
WITH APPROVED BACKFILL
MATERIAL, RE-PAVE ASPHALT WITH
APPROVED ASPHALT MATERIAL.
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CAMP 9 VAULT TOILET REPLACEMENT
CAMP 9 TOILET REPLACEMENT
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CAMP 9 "BOAT RAMP" NEW VAULT
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SOUTH FORK VAULT TOILET REPLACEMENT
SOUTH FORK VAULT TOILET
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FRONT ELEVATION VIEW REAR ELEVATION VIEW
FLOOR PLAN TOP VIEW
RIGHT SIDE ELEVATION VIEW
LEFT SIDE ELEVATION VIEW
6" THICK
REINFORCED 3500 PSI
CONCRETE
A
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M A
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TYPICAL CONCRETE DIMENSIONS
NOTE:
TOILET DIMENSIONS
SHOWN ARE FOR
REFERENCE ONLY.
ACTUAL DIMENSIONS
MAY VARY DEPENDING
ON THE SUPPLIER OF
THE NEW TOILETS
INSTALLED.
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DOUBLE VAULT TOILET DETAILS
DOUBLE VAULT TOILET DETAILS
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NO SCALE
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NO SCALE
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DOUBLE VAULT
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FRONT
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DOUBLE VAULT
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REAR
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LEFT
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RIGHT
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RIGHT
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LEFT
AutoCAD SHX Text NOTE: ELEVATIONS ARE NAMED ACCORDING TO THEIR RELATIVE POSITIONS AS YOU ARE FACING THE FRONT OF THE BUILDING
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36" GRAB BAR
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48" GRAB BAR
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36" WINDOW
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30"X6'-8" DOOR
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NO SCALE
AutoCAD SHX Text *CLEAN-OUT WITH LID AND ROD OR BAR FOR LOCKING WITH PADLOCK. *LOCKS ARE TO BE OWNER FURNISHED
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NONE
6" THICK
REINFORCED 3500 PSI
CONCRETE
2% GRADE
MAX
2% GRADE
MAX
NOTE:
TOILET DIMENSIONS
SHOWN ARE FOR
REFERENCE ONLY.
ACTUAL DIMENSIONS
MAY VARY DEPENDING
ON THE SUPPLIER OF
THE NEW TOILETS
INSTALLED.
TYPICAL CONCRETE DIMENSIONS
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KERN RIVER RD TOILET
INSTALLATION PROJECT
DOUBLE DOUBLE VAULT TOILET DETAILS
DOUBLE DOUBLE VAULT TOILET
DETAILS
AutoCAD SHX Text
36" GRAB BAR
AutoCAD SHX Text
48" GRAB BAR
AutoCAD SHX Text
36" WINDOW
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30"X6'-8" DOOR
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FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
FLOOR PLAN TOP VIEW
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NO SCALE
AutoCAD SHX Text
FRONT ELEVATION VIEW
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NO SCALE
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REAR ELEVATION VIEW
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
RIGHT SIDE ELEVATION VIEW
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
LEFT SIDE ELEVATION VIEW
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text *CLEAN-OUT WITH LID AND ROD OR BAR FOR LOCKING WITH PADLOCK. *LOCKS ARE TO BE OWNER FURNISHED
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DOUBLE VAULT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
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AutoCAD SHX Text
LEFT
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DOUBLE VAULT
AutoCAD SHX Text
FRONT
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REAR
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LEFT
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LEFT
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RIGHT
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RIGHT
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LEFT
AutoCAD SHX Text NOTE: ELEVATIONS ARE NAMED ACCORDING TO THEIR RELATIVE POSITIONS AS YOU ARE FACING THE FRONT OF THE BUILDING
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CONCRETE CLEANOUT
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36" GRAB BAR
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48" GRAB BAR
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36" WINDOW
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30"X6'-8" DOOR
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FRONT
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NOTE:SLOPE CONCRETE SURFACE TO DRAIN BETWEEN THE TOILETS..
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P. BACA
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DATE
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TYPICAL CONCRETE SIDEWALK AND PARKING SPACE W/12" SHOULDERS
EXPANSION JOINT DETAIL
CONSTRUCTION CONTROL JOINT DETAIL
NOTES
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VAULT TOILET CONCRETE DETAILS
VAULT TOILET CONCRETE DETAILS
AutoCAD SHX Text
5'-0" WIDE CONCRETE WALK, 6" THICK, REINFORCED 3500 PSI
AutoCAD SHX Text
95% COMPACTED 4" SUB-GRADE TYPICAL
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VARIES
AutoCAD SHX Text 6x6x10 WELDED WIRE MESH
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1/2" PRE-MOLDED JOINT
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1. EXPANSION JOINTS SHALL BE AT EXPANSION JOINTS SHALL BE AT 30'-0" O.C. AND WHERE FLUSH SIDEWALK SECTIONS ABUT CONCRETE TOILET FLOOR SLABS. 2. CONSTRUCTION CONTROL JOINTS CONSTRUCTION CONTROL JOINTS SHALL BE AT 5'-0" O.C. 3. MAXIMUM CROSS SLOPE MAXIMUM CROSS SLOPE (OUTSLOPE) SHALL BE 1%. 4. RUNNING SLOPE SHALL NOT RUNNING SLOPE SHALL NOT EXCEED 5.0%. 5. SIDEWALKS SHALL BE FLUSH WITH SIDEWALKS SHALL BE FLUSH WITH FINISH GRADE OF ROAD AND BUILDING APRON AT EACH END. 6. SIDEWALKS AND PARKING SPACE SHALL DRAIN AWAY FROM BUILDINGS. 7. PARKING SPACE SHALL BE ADJACENT TO THE TOILETS, WHEN SHOWN ON SITE DRAWING.
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1/2" DIA. X 24" SMOOTH DOWELS @ 12" INTO BUILDING SLAB; SPACING 2' ON CENTER.
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| Final Drawings |
| Scanned from a Xerox Multifunction Printer |
| fINAL |
| Sheets and Views |
| Kern River RD Toilet Site Work Project-VICINITY MAP |
| Kern River RD Toilet Site Work Project-TILLIE CR CG |
| Kern River RD Toilet Site Work Project-TILLIE #1 |
| Kern River RD Toilet Site Work Project-TILLIE #2 |
| Kern River RD Toilet Site Work Project-TILLIE #3 |
| Kern River RD Toilet Site Work Project-TILLIE #4 |
| Kern River RD Toilet Site Work Project-TILLIE #5 |
| Kern River RD Toilet Site Work Project-TILLIE #6 |
| Kern River RD Toilet Site Work Project-TILLIE #7 |
| Kern River RD Toilet Site Work Project-CAMP 9 |
| Kern River RD Toilet Site Work Project-CAMP9 FLUSH |
| Kern River RD Toilet Site Work Project-CAMP9 B-R |
| Kern River RD Toilet Site Work Project-SOUTH FORK |
| Kern River RD Toilet Site Work Project-DVT DETAILS |
| Kern River RD Toilet Site Work Project-DDVT DETAILS |
| Kern River RD Toilet Site Work Project-VT CONCRETE DETAILS |
| Kern River RD Toilet Site Work Project-CAMP 9 |
| Sheets and Views |
| CAMP 9 |
File details come from the government source that posted it. Updated .