ATTACHMENT 4_DRAWINGS_KNF RV PADS.pdf
PDF 2 MB Posted
- Solicitation number
- 127EAX26Q0017
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of construction drawings for RV Pad Improvements at four work centers within the Kaibab National Forest in Arizona, administered by the United States Department of Agriculture Forest Service, Southwestern Region (R3).
The project encompasses RV pad improvements at four locations: Tanglefoot Work Center (North Kaibab Ranger District), Tusayan Ranger Station Complex, Jacob Lake Work Center, and Big Springs Work Center. The drawings specify detailed site maps, utility layouts, and construction specifications for multiple RV pads across these locations. Key improvements include installation of gravel pads (50 feet by 20 feet minimum), water and sanitary sewer connections, electrical service pedestals, and propane connections (optional). Water line improvements involve replacement of existing 1-inch PVC/PE water lines with stop and waste valves installed upstream of water meters. Sanitary sewer work includes replacement of existing sewer lines with 4-inch PVC pipe connected to septic tank systems, with cleanouts installed at horizontal alignment changes. Electrical service utilizes mobile home service pedestals with single 30-amp and 50-amp receptacles. All RV connections must maintain minimum 8-foot horizontal separation between water and sewer connections, with connections positioned on the driver side of the pad. The contractor is responsible for verifying all existing utility locations, providing design plans for septic tank and drain field replacements, and completing work in accordance with Coconino County adopted construction codes and applicable state and national construction/environmental standards. The drawings include typical details for water hook-ups, sewer hook-ups, valve box installations, septic tank schematics, and electrical trench configurations with specific separation requirements for utilities.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AMENDMENT_127EAX26Q0017_0001.pdf | ||
| ATTACHMENT 2_SOI_KNF RV PADS_Updated 3.12.2026.xlsx | XLSX spreadsheet | |
| ATTACHMENT 6_WAGE DETERMINATION_Coconino County AZ_AZ20260043_01.02.2026.pdf | ||
| ATTACHMENT 5_FIRE PLAN_KNF Industrial Fire Precaution Plan 2025.pdf | ||
| ATTACHMENT 3_STATEMENT OF WORK_KNF RV PADS.docx | DOCX document | |
| ATTACHMENT 1_SPECIFICATIONS _KNF RV PADS.docx | DOCX document | |
| 127EAX26Q0017.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture
Forest Service
RV PAD IMPROVEMENTS - TANGLEFOOT WORK CENTER,
TANGLEFOOT WORK CENTER: FROM THE NORTH KAIBAB RANGER DISTRICT OFFICE (430 S MAIN ST, FREDONIA, AZ 86022), HEAD SOUTHEAST ON US-89A S/S MAIN ST TOWARD MAURICE AVE. AFTER 0.6
MILES, TANGLEFOOT WORK CENTER WILL BE ON THE LEFT. THE COMPLEX IS APPROXIMATELY 0.25
MILES FROM THE TURNOFF (LAT: 36.940778, LONG: -112.514777).
TUSAYAN RANGER STATION: 176 LINCOLN LOG LOOP, GRAND CANYON, AZ 86023 (LAT: 35.989695, LONG: -112.120923).
JACOB LAKE WORK CENTER: FROM JACOB LAKE, HEAD SOUTH ON AZ-87/GRAND CANYON HWY FOR 0.3
MILES. TURN RIGHT ONTO NFSR 461. JACOB LAKE WORK CENTER WILL BE ON THE LEFT ABOUT 0.4
MILES DOWN NFSR 461 (LAT: 36.707778, LONG: -112.223783).
BIG SPRINGS WORK CENTER: FROM JACOB LAKE, HEAD SOUTH ON AZ-87/GRAND CANYON HWY AND
TURN RIGHT AFTER 0.3 MILES. FOLLOW NFSR 461 FOR 5.3 MILES TO THE INTERSECTION WITH NFSR
462 AND TURN RIGHT. CONTINUE WEST FOR 3.2 MILES ON NFSR 462. TURN LEFT ONTO NFSR 22/WEST
SIDE RD FOR 6.7 MILES. BIG SPRINGS WORK CENTER WILL BE ON THE LEFT (LAT: 36.601700, LONG:
-112.350000).
TUSAYAN RANGER STATION, JACOB LAKE WORK CENTER,
3/2 3/2
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ARIZONA
COCONINO COUNTY
(R03) SOUTHWEST REGION
KAIBAB NATIONAL FOREST
NORTH KAIBAB & TUSAYAN RANGER DISTRICTS
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET
03/23/2026
G-02 SITE MAP - TANGLEFOOT WORK CENTER
05/05/2025
G-03 SITE MAP - TUSAYAN RANGER STATION COMPLEX
05/05/2025
G-04 SITE MAP - JACOB LAKE WORK CENTER
05/05/2025
G-05 SITE MAP - BIG SPRINGS WORK CENTER
05/05/2025
C-01 TYPICAL RV PAD LAYOUT
04/24/2025
C-02 WATER AND SANITARY SEWER DETAILS
05/05/2025
C-03 ELECTRICAL AND BURIED UTILITY DETAILS
06/12/2025
430 S MAIN ST
FREDONIA, AZ 86002
US-89A
NFSR 22/RYAN RD/
WEST SIDE RD
BIG SPRINGS WORK CENTER
S
S
S
U E
U E
U
E
O
E
O
E
O
E
W
W
EXISTING WATER
SHUT OFF VALVE
EXISTING POLE MOUNTED
ELECTRIC UTILITY METER
(BY APS)
ALL PORTIONS OF EXISTING SANITARY
SEWER BETWEEN THE RV CONNECTIONS AND
SEPTIC TANK SHALL BE REPLACED WITH 4"
PVC. NEW SEWER SHALL BE CONNECTED TO
SEPTIC TANK
ALL PORTIONS OF EXISTING WATER LINE
BETWEEN THE RV CONNECTIONS AND
THE EXISTING MAIN SHUT OFF SHALL BE
REPLACED WITH 1" PVE/PE WATER LINE.
WORK SHALL INCLUDE REPLACEMENT
OF EXISTING SHUT OFF VALVE WITH
STOP AND WASTE VALVE
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
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R3
SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
SITE MAP -
TANGLEFOOT WORK
CENTER
05/05/2025
K. TIGHE
A. PORRAS
R. HOLT
G-02
Legend
NOT TO SCALE
NOTES:
1. REFER TO SHEET C-01 FOR RV PAD LAYOUT AND LOCATIONS OF IMPROVEMENTS.
2. WORK SHALL BE COMPLETED IN ACCORDANCE WITH CONSTRUCTION
SPECIFICATIONS, COCONINO COUNTY ADOPTED CONSTRUCTION CODE, AND ALL
APPLICABLE STATE AND NATIONAL CONSTRUCTION/ENVIRONMENTAL CODES.
3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS
RESPONSIBLE FOR VERIFYING FIELD LOCATION OF UTILITIES.
4. EXISTING SEPTIC TANK LOCATION IS UNKNOWN.
5. EXISTING DRAIN FIELD AREA SHOWN IS APPROXIMATE.
6. PROPOSED NEW DRAIN FIELD AREA LIMITS ARE SHOWN FOR PLANNING PURPOSES
ONLY. CONTRACTOR SHALL PROVIDE DESIGN PLANS SHOWING ACTUAL LIMITS OF
NEW DRAIN FIELD W/REPLACEMENT AREA. CONTRACTOR WILL BE RESPONSIBLE
FOR ALL COMPONENTS OF SEPTIC TANK AND DRAIN FIELD REPLACEMENT.
7. REPLACEMENT OF SANITARY SEWER SHALL INCLUDE ALL PORTIONS FROM RV
CONNECTIONS TO EXISTING SEPTIC SYSTEM
8. REPLACEMENT OF WATER LINES SHALL INCLUDE ALL PORTIONS FROM RV
CONNECTIONS TO EXISTING SHUT OFF VALVE. VALVE SHALL BE INCLUDED IN
REPLACEMENT.
RV PAD SITE
RV PAD NUMBER
EXISTING SEPTIC
DRAIN FIELD LIMITS
NEW DRAIN FIELD LIMITS
EXISTING OVERHEAD
ELECTRICAL
EXISTING SANITARY SEWER
OE
EXISTING WATER LINE
S
W
EXISTING UNDERGROUND
ELECTRIC UE
EXISTING UTILITY POLE
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27A
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
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SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
SITE MAP - TUSAYAN
RANGER STATION
COMPLEX
05/05/2025
K. TIGHE
A. PORRAS
R. HOLT
G-03
NOT TO SCALE
Legend
RV PAD SITE
RV PAD NUMBER
NOTES:
1. REFER TO SHEET C-01 FOR RV PAD
LAYOUT AND LOCATIONS OF
IMPROVEMENTS.
2. WORK SHALL BE COMPLETED IN
ACCORDANCE WITH CONSTRUCTION
SPECIFICATIONS, COCONINO COUNTY
ADOPTED CONSTRUCTION CODE, AND
ALL APPLICABLE STATE AND NATIONAL
CONSTRUCTION/ENVIRONMENTAL
CODES.
3. FOR EACH RV PAD SITE, LOCATE ALL
EXISTING UTILITIES PRIOR TO STARTING
WORK.
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
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R3
SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
SITE MAP - JACOB
LAKE WORK CENTER
05/05/2025
K. TIGHE
A. PORRAS
R. HOLT
G-04
NOT TO SCALE
Legend
RV PAD SITE
RV PAD NUMBER
NOTES:
1. REFER TO SHEET C-01 FOR RV PAD
LAYOUT AND LOCATIONS OF
IMPROVEMENTS.
2. WORK SHALL BE COMPLETED IN
ACCORDANCE WITH CONSTRUCTION
SPECIFICATIONS, COCONINO COUNTY
ADOPTED CONSTRUCTION CODE, AND
ALL APPLICABLE STATE AND NATIONAL
CONSTRUCTION/ENVIRONMENTAL
CODES.
3. FOR EACH RV PAD SITE, LOCATE ALL
EXISTING UTILITIES PRIOR TO
STARTING WORK.
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JB
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OH OH OH OH OH OH OH
OH
PARKING AREA
CONCRETE
SLAB
CORRAL
18" CMP
X X
X X
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X X
X X
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M
FS ROAD 22
X X
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
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R3
SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
SITE MAP - BIG
SPRINGS WORK
CENTER
05/05/2025
K. TIGHE
A. PORRAS
R. HOLT
G-05
PROPOSED WATER LINE
PROPOSED SEWER LINE
W
S
PROPOSED UNDERGROUND ELECTRIC LINEUE
LEGEND
SEWER CLEANOUT
RV PAD LOCATION AND NUMBER
NOT TO SCALE
PROPOSED REPLACEMENT
OF APPROX. 160 L.F. 1"
PVC WATER LINE
CONTRACTOR SHALL CONNECT
NEW 1" WATER LINE TO
EXISTING 1" WATER MAIN WITH
BRASS TAPPING SLEEVE AND 1"
STOP AND DRAIN VALVE
PROPOSED REPLACEMENT
OF APPROX. 80 L.F. 4"
PVC SANITARY SEWER
PROPOSED 4" PVC CLEANOUT
PROPOSED APPROX.
70 L.F. 4" PVC SANITARY SEWER
PROPOSED 4" PVC CLEANOUT
FOR SEWER REPLACEMENT
45° 4" PVC BEND
CONTRACTOR SHALL CONNECT NEW
SANITARY SEWER SERVICE LINE TO
EXISTING 4" PVC SANITARY SEWER
MAIN WITH 4" PVC WYE
CO
EXISTING WATER LINE
EXISTING SEWER LINE
W
S
EXISTING UNDERGROUND ELECTRIC LINEUE
EXISTING EDGE OF ROAD
EXISTING BUILDING
EXISTING CULVERT
EXISTING TOPOGRAPHIC CONTOUR
EXISTING TOPOGRAPHIC SLOPES
NOTES:
1. REFER TO SHEET C-01 FOR RV PAD LAYOUT DETAILS
AND PLACEMENT OF IMPROVEMENTS.
2. WORK SHALL BE COMPLETED IN ACCORDANCE WITH
CONSTRUCTION SPECIFICATIONS, COCONINO COUNTY
ADOPTED CONSTRUCTION CODE, AND ALL APPLICABLE
STATE AND NATIONAL
CONSTRUCTION/ENVIRONMENTAL CODES.
3. ALL EXISTING UTILITY LOCATIONS SHOWN ARE
APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR
VERIFYING FIELD LOCATION OF UTILITIES.
4. CONTRACTOR SHALL CONNECT NEW RV SEWER
CONNECTIONS DIRECTLY TO NEW SANITARY SEWER
SERVICE LINE. BENDS SHALL NOT EXCEED 45 DEGREES.
5. CONTRACTOR SHALL CONNECT NEW RV WATER
CONNECTIONS DIRECTLY TO NEW WATER SERVICE LINE.
6. WATER LINES SHALL BE SLOPED TO ALLOW POSITIVE
DRAINAGE TOWARDS EXISTING DRAIN VALVES
PROPOSED
UNDERGROUND
ELECTRICAL W/
2" CONDUIT
ADDITIONAL GRAVEL
REQUIRED TO MATCH
EXISTING DRIVEWAY AT
NO ADDITIONAL COST TO
GOVERNMENT
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WATER STAND PIPE
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DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
6 1 0:
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R3
SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
TYPICAL RV PAD
LAYOUT
04/24/2025
A. PORRAS
A. PORRAS
R. HOLT
C-01
GRAVEL PAD SHALL
MATCH EXISTING ROAD
GRADE
50'
5'
3' 3' 3'
8' MIN.
60" BROWN CARSONITE POST
W/ RETRO REFLECTIVE
ALPHA-NUMERIC PAD
INDICATOR
WATER METER W/ BOX
(OPTION ITEM)
RV WATER
CONNECTION
ELECTRICAL PEDESTAL
RV SEWER
CONNECTION
PROPANE CONNECTION
(OPTION ITEM)
' M
A X
EXISTING
ROAD GRAVEL PAD
NOTES:
1. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER
CONNECTIONS IS 8 FEET.
2. ALL RV CONNECTIONS SHALL BE ON DRIVER SIDE OF PAD (WHEN RV
IS REVERSED ONTO PAD).
3. COLOR-CODED CARSONITE POSTS SHALL BE INSTALLED ADJACENT
TO WATER AND SEWER APPURTENANCES, BETWEEN ROAD AND
APPURTENANCE.
4. IF GRAVEL PAD CANNOT BE PLACED ADJACENT TO EXISTING GRAVEL
ROAD, CONTRACTOR SHALL PLACE GRAVEL DRIVEWAY TO CONNECT
GRAVEL PAD TO EXISTING ROAD. DRIVEWAY SHALL CONFORM TO
REQUIREMENTS OF GRAVEL PAD, MAXIMUM SLOPE SHALL BE 5%.
5. GRAVEL PAD SHALL BE CROWNED OR SLOPED TO MAINTAIN
POSITIVE DRAINAGE AND SHALL HAVE A MINIMUM SLOPE OF 1%
AND MAXIMUM OF 1.5%.
6. MAXIMUM SEPARATION BETWEEN ELECTRICAL SERVICE PEDESTAL
AND WATER CONNECTION SHALL BE 10 FEET.
7. STOP AND WASTE VALVE SHALL BE INSTALLED UPSTREAM OF WATER
METER.
8. PAD LAYOUT AND IMPROVEMENTS SHALL AVOID EXISTING TREES.
COR APPROVAL IS REQUIRED FOR REMOVAL OR DISTURBANCE OF
EXISTING TREES.
9. CONTRACTOR IS REQUIRED TO IMPROVE UTILITIES/SERVICES AS
NEEDED TO PROVIDE WATER, SEWER, ELECTRICAL, AND PROPANE
SERVICE
TYPICAL RV PAD LAYOUT
5'
5'
STOP AND WASTE VALVE
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WATER HOOK-UP
FINISH GRADE
SECTION
3/4" DIA. HOSE BIB
W/ ATTACHED VACUUM BREAKER
13" X 24" WATER
3/4" GALVANIZED
STEEL PIPE
3/4" MINUS FREE
3/4" GALV. IRON TEE
ON BOTH SIDES
1% MIN
SLOPE TO DRAIN
WITH PVC/PE TO GALV.
1" PVC WATERLINE
ADAPTER & REDUCER
PLAN
INLINE VALVE DETAIL
VALVE BOX
WATERLINE
FLOW
PLAN
PLASTIC PIPE
(TYP. BOTH SIDES)
UNION-INSTALL 3" FROM VALVE
(TYP. BOTH SIDES-OMIT IF FLANGED)
CURB STOP OR GATE VALVE
FLOW
ADJUSTABLE
ENCLOSURE
(CAST IRON)
TOP SECTION
CURB STOP OR
CAST IRON COVER
(IDENTIFY UTILITY)
VALVE BOX DETAIL
DRAIN ROCK
BELL (FOR VALVES
LARGER THAN 2" DIA.,
INSTALL OVER TOP OF
VALVE ONLY)
(SIZE VARIES)
GATE VALVE
METER BOX TYPE
GREEN IN COLOR
(LOCKABLE)
OR TOP OF
ASPHALT
DRAINING MATERIAL
WITH NO FINES
INSTALL BOX WITH 1'
CLEARANCE ABOVE PIPE
AT SIDE OPENINGS
PLASTIC WATER METER BOX
LOCKABLE LID
SEWER HOOK-UP
4" PLUG (THREADED)
4" CLEANOUT ADAPTER
CONCRETE BASE:
WIDTH = 2'-0"
CLASS 5,
BROOMED FINISH
WYE
4" PVC
SCHEDULE 40 PIPE
SOLVENT WELD JOINTS
(TYP.)
BRASS SASH CHAIN NO. 65
W/BRONZE SHOULDER
PATTERN EYE-BOLT
WITH WASHER EACH END
LINE.
*FULL LIQUID CAPACITY BELOW THIS
10" MIN.
BELOW LIQUID SURFACE
(OPTIONAL)
D
A
D - LIQUID DEPTH, GENERALLY NOT LESS THAN 4 FEET
Y - POSITION OF BAFFLES, 1/3 OF TANK LENGTH (L)
W - TANK WIDTH, AT LEAST 1/3 BUT NOT MORE THAN
P - POSITION OF INSPECTION HOLES, MINIMUM OF TWO
L - TANK LENGTH, AT LEAST 2 TIMES BUT NOT MORE
SEPTIC TANK SCHEMATIC
SECTION A-A
L
26" MIN.
(COVER REMOVED)
FLOW LINE
PLAN
MIN.
4"
MIN.
12"
16"
VENT SLOT
INSPECTION HOLES; 12 IN. DIA. OR SQ.
1/2 THE LENGTH
THAN 3 TIMES THE WIDTH
OR GREATER THAN 6 FEET
P
(OPTIONAL)
W
Y
A
INLET FLOW FROM
SITES
12" MIN.
RISER
LOCKING LID
6" BEDDING ON
ALL SIDES
PRECAST CONCRETE
SEPTIC TANK (MIN. 2,000 GAL.).
MUST MEET ADEQ STANDARDS
FOR SEPTIC TANK SYSTEMS PER
THE ENGINEERING STANDARDS
ANCHORING AND SUPPORT SYSTEM REQUIRED AS PER
MANUFACTURER'S RECOMMENDATIONS
FINISHED GRADE
NOTE:
1. MINIMUM BURIAL DEPTH MAY BE
REDUCED WHEN CONNECTING TO
EXISTING SEWER LINES LESS THAN 36"
DEEP. COR SHALL BE NOTIFIED.
2. CONCRETE BASE SHALL USE 3,500 PSI
CONCRETE, BROOM FINISHED.
NOTE: SPRING TYPE CHECK VALVE SHALL BE
INSTALLED ON UPSTREAM SIDE OF STOP AND
WASTE VALVE AT ALL RV CONNECTIONS
SOILD
PVC
PIPE
(TYP.)
PVC
WYE
FITTING
PVC 45° BEND
PVC
THREADED
CAP
SEWER CLEANOUT
NOTE:
1. ALL PIPE AND FITTING JOINTS SHALL
BE SOLVENT WELDED.
2. CLEANOUTS SHALL BE INSTALLED AT
ALL CHANGES IN HORIZONTAL
ALIGNMENT OF SEWER UNLESS
OTHERWISE APPROVED BY COR.
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
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SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
TYPICAL WATERLINE
DETAILS
05/05/2025
K. TIGHE
K. TIGHE
R. HOLT
C-02
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M
I N
3"
(MIN.)
ALL
SIDES
CONCRETE FOOTING
6" MIN
6" MIN
SHADING MATERIAL
BEDDING MATERIAL
BURIED UTILITY
MATERIAL
SELECT EXCAVATED
MARKING TAPE
18" MIN.
BURIED PROPANE LINE
6" MIN
GRADE WHERE NOT IN ROAD
MATCH ROADWAY GRADE OR
MOUND BACKFILL 3" ABOVE
TRENCH DETAIL
MOBILE HOME
SERVICE PEDESTAL
SINGLE 30 AMP
RECEPTACLE
120V
DUPLEX G.F.C.I.
20 AMP RECEPTACLE
120V
CONDUIT AND
SECONDARY WIRE
SERVICE
SINGLE 50 AMP
RECEPTACLE
120/240V
SQUARE D MODEL
PAK75PG W/HNPSSF
DEDICATED
CIRCUIT
BREAKERS
18" MIN
COMMON
TRENCH DETAIL
GRADE WHERE NOT IN ROAD.
MOUND BACKFILL 3" ABOVE
MATCH ROADWAY GRADE OR
36" MAX.
T O
M A R K I N
G
T A P E
FS FEEDER
CONDUIT(S)
SELECT
EXCAVATED
MATERIAL
PVC
WATERLINE(S)
SHADING
MATERIAL
BEDDING
MATERIAL
NOTES:
1. SEWER LINE SHALL NOT SHARE TRENCH WITH
ANY OTHER UTILITIES.
2. MAINTAIN 2' VERTICAL SEPARATION BETWEEN
ALL WATER AND SEWER LINES(WATER ABOVE
SEWER). MAINTAIN 10' HORIZONTAL SEPARATION
BETWEEN WATER AND SEWER LINES.
24"
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/2 3/2
6 0 9:
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SOUTHWESTERN REGION
RV PAD
IMPROVEMENTS
KAIBAB NATIONAL
FOREST
NORTH KAIBAB & TUSAYAN
RANGER DISTRICTS
TYPICAL ELECTRICAL
DETAILS
06/12/2025
K. TIGHE
K. TIGHE
R. HOLT
C-03
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File details come from the government source that posted it. Updated .