KR Toilet Site Work Dwgs Revised Final.pdf
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- 127EAW22R0011
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Department of Agriculture Forest Service
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| Section_C_Toilet Sidewalks Edited.doc | DOC document | |
| RFP final SF 1442 final Kern River.pdf |
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TULARE CO.
FRESNO CO.
KERN CO.
TULARE CO.
KERNVILLE
LAKE ISABELLA
22S05
KERN RIVER
M99
M56
JOHNSONDALE
SACRAMENTO
SAN
FRANCISCO
PORTERVILLE
FRESNO
BAKERSFIELD
ANGELESLOS
N
STATE OF CALIFORNIA
SEQUOIA NATIONAL FOREST
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MEXICO
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FOREST SUPERVISOR
REVIEWED
DESIGNER
E.R / C.O.R.
DATE
DATE
SEQUOIA NATIONAL FOREST
PRIVATE LAND WITHIN N.F.
U.S. HIGHWAY
STATE HIGHWAY
COUNTY ROAD
FOREST ROAD
PRIMARY PAVED ROAD/ROUTE
FOREST PAVED ROAD
NATIVE SURFACE ROAD
NATIONAL FOREST BOUNDARY
FOREST ENGINEER
UNITED STATES DEPARTMENT OF AGRICULTURE
FOREST SERVICE-REGION FIVE
SEQUOIA NATIONAL FOREST
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INDEX TO SHEETS
NO. DESCRIPTION
TITLE SHEET
VICINITY MAP & GENERAL NOTES
TILLIE CREEK CAMPGROUND3
4-10
CAMP 9 LOOP "A" NEW VAULT TOILET
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H E
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HWY
HWY
ROAD
ROAD
NOT TO SCALE
NTS
NTS
LEGEND
COUNTY LINE
TILLIE CREEK VAULT TOILET #1 - #7
DATE
APPROVAL
DATE
CAMP 9 LOOP "C" NEW VAULT TOILET
CAMP 9 "BOAT RAMP" NEW VAULT TOILET
DISTRICT RANGER DATE
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TITLE SHEET
KERN RIVER RD
TOILET SITE WORK PROJECT
KERN RIVER RD
TOILET SITE WORK PROJECT
PROJECT LOCATION
SOUTH FORK VAULT TOILET REPLACEMENT
CAMP 9 LOOP "D" NEW VAULT TOILET #1 & #2
DOUBLE VAULT TOILET DETAILS
DOUBLE DOUBLE VAULT TOILET DETAILS
16-17
CAMP 9 LOOP VAULT TOILET REPLACEMENT
CAMP 9 CAMPGROUND
VAULT TOILET CONCRETE DETAILS
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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
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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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NOTE:
REMOVE AND STOCKPILE
ELECTRIC POLES BY THE
WELL HOUSE;
DISPOSE OF ALL
ELECTRICAL WIRE.
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SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT
TOILET AS SHOWN HERE.
(SEE SHEET 20 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
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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 20 FOR DETAILS)
CLEAN AND DEMOLISH ABANDONED
SEPTIC TANK, BACKFILL AND
COMPACT WITH APPROVED
BACKFILL MATERIAL.
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(SEE SHEET 20 FOR DETAILS)
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SEPTIC TANK, BACKFILL AND
COMPACT WITH APPROVED
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EDGE OF ASPHALT
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TOILET AND 5'X10' CONCRETE
SIDEWALK TO CONNECT TO PARKING
SPACE AS SHOWN HERE.
(SEE SHEET 20 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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P. BACA
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DATE
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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 20 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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KERN RIVER RD
TOILET SITE WORK PROJECT
TILLIE CREEK CG VAULT TOILET #6
TILLIE CREEK CG VAULT TOILET #6
N
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AutoCAD SHX Text No.
AutoCAD SHX Text Date
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J. SNYDER 4-8-87
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TITLE
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P. BACA
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DATE
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NONE
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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 20 FOR DETAILS)
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KERN RIVER RD
TOILET SITE WORK PROJECT
TILLIE CREEK CG TOILET #7
TILLIE CREEK TOILET #7
N
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AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text
J. SNYDER 4-8-87
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AutoCAD SHX Text District
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AutoCAD SHX Text
OF
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TITLE
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P. BACA
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NONE
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CAMP 9 VAULT TOILET
REPLACEMENT
(SEE SHEET 12)
CAMP 9 LOOP "A" NEW
VAULT TOILET
(SEE SHEET 13)
CAMP 9 LOOP "A"
NEW VAULT TOILET
(SEE SHEET 14)
CAMP 9 LOOP "C"
NEW VAULT TOILET
(SEE SHEET 15)
CAMP 9 LOOP "D" NEW
VAULT TOILET #1
(SEE SHEET 16)
CAMP 9 LOOP "D" NEW
VAULT TOILET #2
(SEE SHEET 17)
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TOILET SITE WORK PROJECT
CAMP 9 CAMPGROUND
CAMP 9 CAMPGROUND
AutoCAD SHX Text Sheet
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AutoCAD SHX Text No.
AutoCAD SHX Text Date
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J. SNYDER 4-8-87
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P. BACA
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D
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C
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INSTALL ACCESSIBLE
PARKING SIGN. BOTTOM
OF SIGN TO BE 6' ABOVE
THE GROUND.
CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT TOILET
AND ACCESSIBLE PARKING
SPACE AS SHOWN HERE.
(SEE SHEET 20 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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P
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IN
F
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C E
D
P
S I
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N C
R E
T E
ADA PARKING
SPACE
6" THICK
REINFORCED
3500 PSI
CONCRETE
CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE DOUBLE VAULT TOILET
AND ACCESSIBLE PARKING
SPACE AS SHOWN HERE.
(SEE SHEET 20 FOR DETAILS)
INSTALL ACCESSIBLE
PARKING SIGN. BOTTOM
OF SIGN TO BE 6' ABOVE
THE GROUND.
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KERN RIVER RD
TOILET SITE WORK PROJECT
CAMP 9 LOOP "A" NEW VAULT TOILET
CAMP 9 LOOP "A" NEW VAULT TOILET
N
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T I O
N
O
F
A
S P
H A
L T
CONSTRUCT CONCRETE SIDEWALKS
AROUND NEW DOUBLE VAULT TOILET AS
SHOWN HERE.
(SEE SHEET 19 FOR DETAILS)
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TOILET SITE WORK PROJECT
CAMP 9 "BOAT RAMP" NEW VAULT TOILET
CAMP 9 "BOAT RAMP" NEW VAULT
TOILET
N
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J. SNYDER 4-8-87
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P. BACA
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CONSTRUCT CONCRETE SIDEWALKS AROUND NEW
DOUBLE VAULT TOILET AND A 5'X5' SIDEWALK TO
CONNECT ROAD TO SIDEWALK AS SHOWN HERE.
(SEE SHEET 19 FOR DETAILS)
PLACE 10 CUBIC YARDS OF CALTRANS BACKING NO 1
RIPRAP ON THE SIDES AND BACK OF NEW VAULT
TOILET FOR EROSION PROTECTION. REFER TO
GENERAL NOTES (SHEET 2).
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CAMP 9 LOOP "C" NEW VAULT TOILET
CAMP 9 LOOP "C" NEW VAULT TOILET
N
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J. SNYDER 4-8-87
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P. BACA
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M
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A
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H A
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CONSTRUCT NEW CONCRETE SIDEWALKS AROUND
NEW DOUBLE VAULT TOILET AS SHOWN HERE.
(SEE SHEET 19 FOR DETAILS)
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TOILET SITE WORK PROJECT
CAMP 9 LOOP "D" NEW VAULT TOILET #1
CAMP 9 LOOP "D" NEW VAULT
TOILET #1
N
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P. BACA
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6" THICK
REINFORCED
3500 PSI
CONCRETE
ADA PARKING
SPACE
6" THICK
REINFORCED
3500 PSI
CONCRETE
E
D
P
H
A
L
T
CONSTRUCT CONCRETE
SIDEWALKS AROUND NEW
DOUBLE VAULT TOILET AND
ACCESSIBLE PARKING SPACE
AS SHOWN HERE.
(SEE SHEET 19 FOR DETAILS)
INSTALL ACCESSIBLE
PARKING SIGN. BOTTOM
OF SIGN TO BE 6' ABOVE
THE GROUND.
2% GRADE
MAX
2% GRADE
MAX
A
D E
M A
X
INSTALL CONCRETE
WHEEL STOP 6' LONG X 9"
WIDE X 5" TALL WITH TWO
24" #4 STEEL REBAR FOR
ANCHORING.
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TOILET SITE WORK PROJECT
CAMP 9 LOOP "D" NEW VAULT TOILET #2
CAMP 9 LOOP "D" NEW VAULT
TOILET #2
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CONSTRUCT CONCRETE SIDEWALKS AROUND
NEW DOUBLE DOUBLE VAULT TOILET.
(SEE SHEET 20 FOR DETAILS)
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KERN RIVER RD
TOILET SITE WORK PROJECT
SOUTH FORK VAULT TOILET REPLACEMENT
SOUTH FORK VAULT TOILET
REPLACEMENT
N
AutoCAD SHX Text Sheet
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AutoCAD SHX Text No.
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AutoCAD SHX Text
J. SNYDER 4-8-87
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OF
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P. BACA
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NONE
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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
D E
M A
X
TYPICAL CONCRETE DIMENTIONS
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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KERN RIVER RD TOILET
INSTALLATION PROJECT
DOUBLE VAULT TOILET DETAILS
DOUBLE VAULT TOILET DETAILS
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
DOUBLE VAULT
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
DOUBLE VAULT
AutoCAD SHX Text
REAR
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
LEFT
AutoCAD SHX Text NOTE: ELEVATIONS ARE NAMED ACCORDING TO THEIR RELATIVE POSITIONS AS YOU ARE FACING THE FRONT OF THE BUILDING
AutoCAD SHX Text
36" GRAB BAR
AutoCAD SHX Text
48" GRAB BAR
AutoCAD SHX Text
36" WINDOW
AutoCAD SHX Text
30"X6'-8" DOOR
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
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
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CONCRETE CLEANOUT
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FRONT
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BACK
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DOUBLE VAULT
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LEFT
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NO SCALE
AutoCAD SHX Text Sheet
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AutoCAD SHX Text Revision/Issue
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AutoCAD SHX Text No.
AutoCAD SHX Text Date
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J. SNYDER 4-8-87
AutoCAD SHX Text Project
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AutoCAD SHX Text Title
AutoCAD SHX Text
OF
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TITLE
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P. BACA
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DATE
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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 DIMENTIONS
D O
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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
AutoCAD SHX Text
30"X6'-8" DOOR
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
FLOOR PLAN TOP VIEW
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
FRONT ELEVATION VIEW
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
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
AutoCAD SHX Text
DOUBLE VAULT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
DOUBLE VAULT
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
DOUBLE VAULT
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
DOUBLE VAULT
AutoCAD SHX Text
REAR
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
RIGHT
AutoCAD SHX Text
LEFT
AutoCAD SHX Text NOTE: ELEVATIONS ARE NAMED ACCORDING TO THEIR RELATIVE POSITIONS AS YOU ARE FACING THE FRONT OF THE BUILDING
AutoCAD SHX Text
CONCRETE CLEANOUT
AutoCAD SHX Text
36" GRAB BAR
AutoCAD SHX Text
48" GRAB BAR
AutoCAD SHX Text
36" WINDOW
AutoCAD SHX Text
30"X6'-8" DOOR
AutoCAD SHX Text
FRONT
AutoCAD SHX Text
BACK
AutoCAD SHX Text
LEFT
AutoCAD SHX Text
RIGHT
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NO SCALE
AutoCAD SHX Text
NOTE:SLOPE CONCRETE SURFACE TO DRAIN BETWEEN THE TOILETS..
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AutoCAD SHX Text Drawn By
AutoCAD SHX Text Date
AutoCAD SHX Text Revision/Issue
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AutoCAD SHX Text No.
AutoCAD SHX Text Date
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J. SNYDER 4-8-87
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AutoCAD SHX Text District
AutoCAD SHX Text Title
AutoCAD SHX Text
OF
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TITLE
AutoCAD SHX Text
P. BACA
AutoCAD SHX Text
DATE
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NONE
TYPICAL CONCRETE SIDEWALK AND PARKING SPACE W/12" SHOULDERS
EXPANSION JOINT DETAIL
CONSTRUCTION CONTROL JOINT DETAIL
NOTES
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KERN RIVER RD TOILET
INSTALLATION PROJECT
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
AutoCAD SHX Text
VARIES
AutoCAD SHX Text 6x6x10 WELDED WIRE MESH
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
1/2" PRE-MOLDED JOINT
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MATERIAL
AutoCAD SHX Text 1/4" R
AutoCAD SHX Text 1/4" R
AutoCAD SHX Text 1 1/2"
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NO SCALE
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CONCRETE WALK, 6"
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THICK
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CONCRETE WALK, 6" THICK
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NO SCALE
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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.
AutoCAD SHX Text
1/2" DIA. X 24" SMOOTH DOWELS @ 12" INTO BUILDING SLAB; SPACING 2' ON CENTER.
AutoCAD SHX Text Sheet
AutoCAD SHX Text Scale
AutoCAD SHX Text Drawn By
AutoCAD SHX Text Date
AutoCAD SHX Text Revision/Issue
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AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text
J. SNYDER 4-8-87
AutoCAD SHX Text Project
AutoCAD SHX Text District
AutoCAD SHX Text Title
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
P. BACA
AutoCAD SHX Text
DATE
AutoCAD SHX Text
NONE
| Sheets and Views |
| Kern River RD Toilet Site Work Project-TITLE SHEET |
| 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 L-A |
| Kern River RD Toilet Site Work Project-CAMP9 B-R |
| Kern River RD Toilet Site Work Project-CAMP9 L-C |
| Kern River RD Toilet Site Work Project-CAMP9 L-D #1 |
| Kern River RD Toilet Site Work Project-CAMP9 L-D #2 |
| 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 |
File details come from the government source that posted it. Updated .