COMBINED DRAWINGS.pdf
PDF 4 MB Posted
- Attached to
- Campground Host Site Improvements Federal contract opportunity
- Solicitation number
- 12445524Q0040
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a set of construction drawings and design details for the Campground Host Site Improvements project on the Mark Twain National Forest. The project involves upgrading the existing utilities at six different campground host sites across multiple counties in Missouri. The key upgrades include removing and replacing water spigots, electrical pedestals, and septic holding tanks. The work is preferred to be completed during the recreation "off-season" from Labor Day through March. This is a small business set-aside solicitation under NAICS code 237110, with an estimated project value between $100,000 and $250,000. The drawings provide detailed specifications for the electrical, water, wastewater, and septic system components to be installed at each host site location.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 12445524Q0040 SF 30 Amend 001.pdf | ||
| 12445524Q0040 Prebid Questions.docx | DOCX document | |
| SOI.pdf | ||
| COMBINED SPECS_CHSI.pdf | ||
| 12445524Q0040.docx | DOCX document | |
| mo1 wage rates.txt | TXT text file | |
| 12445524Q0040 SF 1442(8_2014) (1).pdf |
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Text version
© 2023 Microsoft Corporation Earthstar Geographics SIO
PIPEBEDDING STONE, 3/8" MINUS#12 TRACER WIRE PLACEDON TOP OF PIPEBACKFILLMARKER TAPE WITHWORDS "CAUTION SEWER LINEBURIED BELOW"FINISHED GRADE4" TOP SOIL1'-6"4"10" MIN1'2"VARIES - 24" MINBURY DEPTHTYPICAL TRENCH -SEWER LINEPIPEBEDDING STONE, 3/8" MINUS#12 TRACER WIRE TAPED 3'INTERVALS ON TOP OF PIPEBACKFILLMARKER TAPE WITHWORDS "CAUTION WATER LINEBURIED BELOW"FINISHED GRADE4" TOP SOIL1'-6"4"10" MIN1'2"VARIES - 42" MINBURY DEPTHTYPICAL TRENCH -WATER LINE1/2 CUBIC FOOT MINIMUMCONCRETE THRUST BLOCKTYPICAL THRUST BLOCK FOR 22.5° TO 90°BENDS FOR PRESSURE PIPE4" X 4" UC4A TREATEDWOOD MARKER POST -ANGLED TOP TO FACETOWARDS OBJECTMARKING3'30°MARKER POST3'4" X 4" UC4A TREATEDWOOD MARKER POST -ANGLED TOP TO FACETOWARDS OBJECTMARKING3'30°TYPICAL VALVEBOX DETAIL WITHMARKER POST3'LOCKING COVER TOEXTEND 1" ABOVEFINISHED GRADEHDPE WATER LINEEXTENSION RODADJUSTABLE VALVE BOXFINISHED GRADE2'BURY DEPTH VARIESHOST SITE 2500 GALLON SEPTIC HOLDING TANKSCALE: 3/8" = 1'6" TAMPED IN PLACE CLEAN PEA STONE BEDDINGPASSING 12" SCREEN UNDER TANK WITH CENTERBEDDING BEING 1" LOWER THAN PERIMETERBEDDING OR AS PER MFG RECOMMENDATIONSEXTEND 1' MINIMUM BEYOND TANK ON ALL SIDES. Ø2'Ø2'TOP VIEW OF HOLDING TANKAA6'-9"13'-10"1'-6"7'-1"6'-3"1' 3'-412"1' MINIMUM COVEROVER TANK SECTION A-A5'-2"TOP OF RISERS SHALLEXTEND 3" ABOVEFINISHED GRADELIQUID LEVELFINISHED GRADE TO BE ASDETERMINED IN FIELD TOBEST FIT TANK LOCATION.1' MINIMUM COVEROVER TANK24"Ø SECURED LID. ALL ROUND SEPTIC TANKRISERS SHALL BE 24" INSIDE DIAMETER ANDMADE OF CONCRETE.1'SIDE VIEW OF HOLDING TANK1'-2" 4" PVC FROM RVCONNECTION-SLOPEMINIMUM OF 2%DOWN TOWARDSTANK INLETEXTEND PVC 6" PASTINSIDE FACE OF TANK -NO BAFFLE REQUIRED
E
HOST SITE
SHOSTSPIGOT
2500 GAL HOSTHOLDING TANK -ENSURE LOCATEDAT LEAST 10' FROMALL WATER LINES.
HOSTELECTRICALPEDESTAL4'-6"TANK OFFSET 10'FROM EDGE OFSPUR
10'
RV CONNECTIONPLACED 5' FROM TANKAT RIGHT ANGLE
HOST SITE LAYOUT(TYP.)SCALE: 1" = 10' HOST SEPTICCONNECTIONNTS8"VARIES4" PVCSCH 40 PIPEEXTENDTRACER WIRETO SURFACE &TO TANK4" DIATHREADEDPVC PLUG2% MINIMUM SLOPE DOWNTO TANK INLET
NOTES:1.AS PER NEC 551.77, PEDESTAL LOCATIONS SHALL BE AS FOLLOWS:BACK-IN SITES--ELECTRIC PEDESTAL SHALL BE LOCATED ON LEFT SIDE OF PARKEDVEHICLE ON A LINE THAT IS 5'-7' FROM LEFT EDGE OF SPUR (DRIVER'S SIDE OF RV) UP TO15' FORWARD FROM REAR OF SPUR.PULL-THRU SITES--ELECTRIC PEDESTAL SHALL BE LOCATED AT ANY POINT ALONG LINETHAT IS 5'-7' FROM LEFT EDGE (DRIVER'S SIDE OF PARKED RV) FROM 16' FORWARD OF THEREAR OF THE PULL-THRU TO THE CENTER POINT BETWEEN THE TWO ROADS THAT GIVESACCESS AND EGRESS FROM THE PULL-THRU SITES.2.PROVIDE SUPPLEMENTAL 34"Ø x10' LONG COPPERWELD GROUND ROD ADJACENT TO EACHPEDESTAL. EXOTHERMIC CONNECTION AT ROD TO #2AWG Cu WIRE CONNECTED TOSYSTEM GROUNDING CONDUCTOR.
3.WHERE PEDESTALS ARE DAISY-CHAINED ON A SINGLE CIRCUIT, ALTERNATE THE 20 AND 30AMP BREAKERS TO PHASE CONDUCTORS TO MINIMIZE OVERALL CIRCUIT LOADIMBALANCE.
ELECTRICALPEDESTALLOCATION5'-7' FROM LEFTEDGE OF SPUR;15' OR LESS FROMREAR OF SPUR
GRAVELBASE
LEVELGRADESURFACELEFT (DRIVER'S)SIDEREAR OF SPUR
RV UTILITY PEDESTAL LOCATIONNO SCALE3
FINISHED GRADE4 " TOP SOIL
BACKFILL
MARKER TAPE WITH WORDS"CAUTION ELECTRIC LINE
BURIED BELOW"
6"MIN.
24"MIN. ELECTRICAL CONDUCTORS INNON-METALLIC CONDUIT6"MIN.
GROUND
4" SAND BEDDING MATERIALBENEATH CONDUIT
TRENCHING NOTES:1.FOR EXISTING ROADS AND SPURS,TRENCH CUTS WILL NOT BEPERMITTED. USE DIRECTIONALDRILLING OR OTHER METHODSAPPROVED BY COR.2.CARE SHALL BE TAKEN WHENBACKFILLING, PLACING AND PULLINGCONDUCTORS TO AVOID DAMAGEAND COSTLY REPAIR COSTS DURINGMEGGER TESTING.
GRADEPERMANUFACTURER'SINSTRUCTIONS24"12"4"2" PEDESTAL PANELBOARD,SEE ENLARGED DETAILSABOVETERMINAL BAR WIRE OPENINGCONCRETE BASEGRADE12"FROM PREVIOUSUTILITY PEDESTAL ORPANELTO NEXT UTILITY PEDESTAL(WHERE APPLICABLE)TERMINAL BARWIRE OPENING
50A30A20AGFISPACE
RV UTILITY PEDESTAL DETAIL
NO SCALE
CONCRETE BASE
MAIN LUGS SHALL BE RATED FOR ALUMINUMCONDUCTORS AND 039 OPTION (350 MCM) LUGS WILL BEREQUIRED FOR SOME INSTALLATIONS (SEE ELECTRICALSITE PLAN E-01 FOR LOCATIONS.)W/30ASP CBGFI W/20ASP CBW/50ASP CB
TYPICAL SPURMIDWEST ELECTRICMODEL U075GP6 OR
APPROVED EQUAL SEE NOTE 2, BELOW
IRON COVER10"Ø CONCRETEPIPE BODY
34" Ø X 10" GROUND RODLONG COPPER CLAD STEEL
GROUND ROD CLAMP#2 CU GROUNDBUS
WATER SPIGOT AND PADSCALE: 1" = 1'6'5'#4 REBAR AS SHOWNWITH 3" CLEAR DISTANCEON ALL EDGES6" CONCRETE SLAB,SLOPE 2% TO DRAINFREEZE FLOW EXECUTIVESANITARY YARD HYDRANTWATER SPIGOT AND PADPLAN VIEWADAPT HDPE SUPPLY PIPE TO 1" GIPSPIGOT PIPING WITH PROPER TRANSITIONFITTING 2' (MIN.) HORIZONTALLY FROM THEBOTTOM OF THE HYDRANT STANDPIPE.AASLOPE TO DRAIN BACKWATER SPIGOT SECTION A-ACOMPACTED BACKFILLUSING NATIVE SOIL6" CONCRETESLAB-BROOM FINISH6" COMPACTED 38" MINUSAGGREGATE BASE COURSESLOPE 2% DOWN5'GENERAL SPIGOT NOTES:1)SPIGOT LOCATIONS ARE TO BE STAKED IN THE FIELD BY CONTRACTOR SUBJECT TOFINAL APPROVAL BY THE COR. LOCATIONS ON THE DRAWINGS ARE APPROXIMATE.MINOR ADJUSTMENTS TO PIPING ARE INCIDENTAL TO THE CONTRACT.2)SPIGOTS INSTALLED ADJACENT TO ROADS, WALKWAYS, ETC. SHALL BE INSTALLEDPERPENDICULAR TO THE CENTERLINE.3)SHUT-OFF VALVES ARE TYPICALLY PLACED 5' FROM THE SPIGOT STANDPIPE.LOCATION TO BE STAKED IN THE FIELD BY CONTRACTOR SUBJECT TO FINALAPPROVAL BY THE COR.6"3'1" FIP INLETINSTALL HYDRANT BUSHINGABOVE GRADE FOR SERVICING.1" GALVANIZED IRON PIPE AND 90°BEND. CONNECT TO HYDRANT HUBWITH 1.5" LONG NIPPLE.SANITARY YARD HYDRANT FURNISHED WITH36" FROST LINE BURY DEPTH. FREEZE FLOW"EXECUTIVE" MODEL BY HOEPTNERPRODUCTS (OR APPROVED EQUAL).18" APPROX. DEPTH TO INVERTBURY DEPTHADAPT SUPPLY PIPE TO 1" GIP SPIGOTPIPING WITH PROPER TRANSITION FITTING2' (MIN.) HORIZONTALLY FROM THEBOTTOM OF THE HYDRANT STANDPIPE.SLOPE TO DRAIN BACK
GROUND ROD INSTALLATIONNO SCALE4
GENERAL ELECTRICAL TRENCHING DETAIL (TYP.)
NO SCALE2
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FOREST LOCATION MAP
PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture
Forest Service
GAOA - CAMPGROUND HOST SITE IMPROVEMENTS
AVA/CASSVILLE/WILLOW SPRINGS RANGER DISTRICT:
COBB RIDGE (36.892500°, -93.100057°)
POPLAR BLUFF RANGER DISTRICT:
MARKHAM SPRINGS (36.980115°, -90.603247°)
PINEWOODS (36.919219°, -90.772899°)
POTOSI/FREDERICKTOWN RANGER DISTRICT:
COUNCIL BLUFF - CHAPEL HILL (37.733621°, -90.916654°)
SILVERMINES (37.552778°, -90.437222°)
SALEM RANGER DISTRICT:
LOGGERS LAKE (37.389072°, -91.260576°)
RECOMMENDED BY:
FOREST ENGINEER DATE
FACILITY ENGINEER
DATE
8/3 1/2
3 1 3:
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STATE OF MISSOURI
CARTER, CHRISTIAN, IRON, MADISON, SHANNON, AND WAYNE COUNTIES
(R09) EASTERN REGION
MARK TWAIN NATIONAL FOREST
FOREST WIDE
INDEX OF SHEETS
SHEET SHEET TITLE DATE
C-00 COVERSHEET
C-01 COUNCIL BLUFF - CHAPEL HILL
C-02 LOGGERS LAKE
C-03 MARKAHM SPRINGS
C-04 PINEWOODS
C-05
COBB RIDGE (BASE BID AND OBI - 1)
C-06
SILVERMINES - RIVERSIDE (OBI - 2)
C-07 ELECTRICAL DETAILS
C-08 WATER SPIGOT DETAILS
C-09 HOST SITE HOLDING TANK DETAILS
C-10 WATER AND WASTEWATER DETAILS
COUNCIL BLUFF
CHAPEL HILL
LOGGERS LAKE
SILVERMINES
MARKHAM
SPRINGS
PINEWOODS
COBB RIDGE
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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
9/8 /23
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EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
POTOSI FREDERICKTOWN DISTRICT
COUNCIL BLUFF
CHAPEL HILL
XX/XX/XXXX
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R.UET
A.WIL
C-01 02 11
0 1/2 1 2
SCALE: 1" = 1'
NOTES:
1. IF EXISTING WATER SPIGOT DOES NOT MEET SET BACK DISTANCE FROM SEWER
CONNECTION, THE NEW WATER SPIGOT SHALL HAVE A MINIMUM SETBACK
DISTANCE OF 10 LF FROM ANY SEWER CONNECTION OR TANK.
2. LOCATION OF NEW ELECTRIC PEDESTAL, SPIGOT, SEWER CONNECTION, AND
HOLDING TANK TO BE APPROVED BY COR PRIOR TO INSTALLATION.
3. NEW WATER SHUT OFF VALVE TO BE INSTALLED APPROX. 5' FROM WATER SPIGOT.
4. EXISTING HOLDING TANK SHALL BE PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY AND ACCORDING TO STATE AND
FEDERAL LAW.
5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES.
6. ANY DAMAGE TO PAVED OR GRAVEL SURFACES IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR AND IS INCIDENTAL TO THE CONTRACT.
7. DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASS MIX.
EXISTING HOST SITE
PAVED PULL THROUGH
BEACH ACCESS
PARKING LOT
SHOWER HOUSE
AND BEACH ACCESS
HOST SITE
PEDESTRIAN
BRIDGE
EXISTING ELECTRIC
PEDESTAL TO BE
REMOVED AND REPLACED.
INSTALL NEW MIDWEST ELECTRIC
MODEL U075GP6 OR APPROVED EQUAL
SHALL BE LOCATED AT LEAST 10'
AWAY FROM WATER SPIGOT.
LOCATION TO BE APPROVED BY COR.
EXISTING WATER SPIGOT TO
BE REMOVED AND REPLACED.
INSTALL NEW FREEZE FLOW
"EXECUTIVE" MODEL BY
HOEPTNER PRODUCTS
(OR APPROVED EQUAL).
LOCATION TO BE APPROVED BY COR
EXISTING RV SEWER
HOOK UP TO BE
REMOVED AND REPLACED.
ENSURE LOCATED AT LEAST
10' FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
EXISTING HOLDING TANK TO
BE REMOVED AND DISPOSED.
NEW 2,500 GALLON
HOLDING TANK TO BE INSTALLED.
ENSURE LOCATED AT LEAST 10'
FROM ALL WATER LINES AND 50'
FROM WELL HEAD. LOCATION
TO BE APPROVED BY COR.
COUNCIL BLUFF LAKE
EXISTING ABOVE GROUND PVC
SEWER PIPING TO BE REMOVED
AND DISPOSED
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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
9/8 /23
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(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
SALEM DISTRICT
LOGGERS LAKE
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-02 03 11
0 1 2 4
SCALE: 1" = 2'
EXISTING ABOVE GROUND PVC
SEWER PIPING TO BE REMOVED
AND DISPOSED.
EXISTING RV SEWER
HOOK UP TO BE REMOVED
AND DISPOSED. NEW
HOOKUP TO BE INSTALLED.
LOCATION TO BE APPROVED BY COR.
EXISTING VAULT TOILET
BUILDING TO BE
DEMOLISHED AND REMOVED.
VAULT TO BE CRUSHED
AND BACKFILLED WITH GRAVEL.
HOST SITE
STORAGE SHED
WATER VALVE
WELL HOUSE
NEW 2,500 GALLON HOLDING
TANK TO BE INSTALLED.
ENSURE LOCATED AT LEAST 10'
FROM ALL WATER LINES AND 50'
FROM WELL HEAD. LOCATION
TO BE APPROVED BY COR.
EXISTING ELECTRIC
PEDESTAL TO BE
REMOVED AND REPLACED.
INSTALL NEW MIDWEST ELECTRIC
MODEL U075GP6 OR APPROVED EQUAL
LOCATION TO BE APPROVED BY COR.
EXISTING WATER SPIGOT TO
BE REMOVED AND REPLACED.
INSTALL NEW FREEZE FLOW
"EXECUTIVE" MODEL BY
HOEPTNER PRODUCTS
(OR APPROVED EQUAL).
LOCATION TO BE APPROVED BY COR.
NOTES:
1. IF EXISTING WATER SPIGOT DOES NOT MEET SET BACK DISTANCE FROM SEWER
CONNECTION, THE NEW WATER SPIGOT SHALL HAVE A MINIMUM SETBACK
DISTANCE OF 10 LF FROM ANY SEWER CONNECTION OR TANK.
2. LOCATION OF NEW ELECTRIC PEDESTAL, SPIGOT, SEWER CONNECTION, AND
HOLDING TANK TO BE APPROVED BY COR PRIOR TO INSTALLATION.
3. NEW WATER SHUT OFF VALVE TO BE INSTALLED APPROX. 5' FROM WATER SPIGOT.
4. EXISTING HOLDING TANK SHALL BE PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY AND ACCORDING TO STATE AND
FEDERAL LAW.
5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES.
6. ANY DAMAGE TO PAVED OR GRAVEL SURFACES IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR AND IS INCIDENTAL TO THE CONTRACT.
7. DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASS MIX.
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T
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
9/8 /23
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.D
W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
POPLAR BLUFF DISTRICT
MARKHAM SPRINGS
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-03 04 11
0 1/2 1 2
SCALE: 1" = 1'
HOST SITE
EXISTING HOST SITE
GRAVEL PULL THROUGH.
LARGE DIAMETER
TREE(TYP.)
EXISTING
TELEPHONE
POLE AND
SERVICE
EXISTING HOST SITE
SIGN POST
EXISTING FIRE RING
EXISTING LANTERN POLE
BIRCH LOOP
RIVER LOOP
SYCAMORE
LOOP
PINE LOOP
B
L
A
C
K
R
I V
E
R
B
L
A
C
K
V
E
R
EXISTING ELECTRIC
PEDESTAL TO BE
REMOVED AND REPLACED.
INSTALL NEW MIDWEST ELECTRIC
MODEL U075GP6 OR APPROVED EQUAL
LOCATION TO BE APPROVED BY COR.
EXISTING WATER SPIGOT TO
BE REMOVED AND REPLACED.
INSTALL NEW FREEZE FLOW
"EXECUTIVE" MODEL BY
HOEPTNER PRODUCTS
(OR APPROVED EQUAL).
LOCATION TO BE APPROVED BY COR.
EXISTING RV SEWER
HOOK UP TO BE
REMOVED AND REPLACED.
ENSURE LOCATED AT LEAST
10' FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
EXISTING HOLDING TANK TO
BE REMOVED. NEW 2,500 GALLON
HOLDING TANK TO BE INSTALLED.
ENSURE LOCATED AT LEAST 10'
FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
NOTES:
1. IF EXISTING WATER SPIGOT DOES NOT MEET SET BACK DISTANCE FROM SEWER
CONNECTION, THE NEW WATER SPIGOT SHALL HAVE A MINIMUM SETBACK
DISTANCE OF 10 LF FROM ANY SEWER CONNECTION OR TANK.
2. LOCATION OF NEW ELECTRIC PEDESTAL, SPIGOT, SEWER CONNECTION, AND
HOLDING TANK TO BE APPROVED BY COR PRIOR TO INSTALLATION.
3. NEW WATER SHUT OFF VALVE TO BE INSTALLED APPROX. 5' FROM WATER SPIGOT.
4. EXISTING HOLDING TANK SHALL BE PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY AND ACCORDING TO STATE AND
FEDERAL LAW.
5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES.
6. ANY DAMAGE TO PAVED OR GRAVEL SURFACES IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR AND IS INCIDENTAL TO THE CONTRACT.
7. DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASS MIX.
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T
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
9/8 /23
:3
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.D
W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
POPLAR BLUFF DISTRICT
PINEWOODS
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-04 05 11
0 1/2 1 2
SCALE: 1" = 1'
NOTES:
1. THERE IS NO WATER SERVICE AT THIS SITE. WATER SPIGOT TO BE REMOVED
FROM HOST SITE.
2. LOCATION OF NEW ELECTRIC PEDESTAL, SEWER CONNECTION, AND HOLDING
TANK TO BE APPROVED BY COR PRIOR TO INSTALLATION.
4. EXISTING HOLDING TANK SHALL BE PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY AND ACCORDING TO STATE AND
FEDERAL LAW.
5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES.
6. ANY DAMAGE TO PAVED OR GRAVEL SURFACES IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR AND IS INCIDENTAL TO THE CONTRACT.
7. DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASS MIX.
EXISTING HOST SITE
PAVED PULL THROUGH
LARGE DIAMETER
TREE (TYP.)
HOST SITE
EXISTING ELECTRIC
PEDESTAL TO BE
REMOVED AND REPLACED.
INSTALL NEW MIDWEST ELECTRIC
MODEL U075GP6 OR APPROVED EQUAL
LOCATION TO BE APPROVED BY COR.
CONTRACTOR TO LOCATE
EXISTING HOLDING TANK.
EXISTING RV SEWER HOOKUP
TO BE REMOVED, DISPOSED,
AND REPLACED.
EXISTING HOLDING TANK TO
BE REMOVED. NEW 2,500 GALLON
HOLDING TANK TO BE INSTALLED.
ENSURE LOCATED AT LEAST 10'
FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
REMOVE EXISTING SPIGOT
AND CAP EXISTING WATERLINE
BELOW GROUND SURFACE.
PINEWOODS LAKE
CONTRACTOR TO LOCATE
EXISTING HOLDING TANK.
EXISTING RV SEWER HOOKUP
TO BE REMOVED, DISPOSED,
AND REPLACED.
EXISTING HOLDING TANK TO
BE REMOVED. NEW 2,500 GALLON
HOLDING TANK TO BE INSTALLED.
ENSURE LOCATED AT LEAST 10'
FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
EXISTING
TELEPHONE
SERVICE
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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
9/8 /23
:3
8 R
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W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
AVA CASSVILLE WILLOW SPRINGS
DISTRICT
COBB RIDGE
(BASE BID AND OBI - 1)
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-05 06 11
0 1 2 4
SCALE: 1" = 2'
HOST SITE
LOOP A
LOOP B
LOOP C
LOOP D
LOOP E
EXISTING HOST SITE
PAVED PULL THROUGH
OBI - 1
EXISTING ELECTRIC PEDESTAL TO BE
REMOVED AND REPLACED.
INSTALL NEW MIDWEST ELECTRIC
MODEL U075GP6 OR APPROVED EQUAL.
LOCATION TO BE APPROVED BY COR.
OBI -1
EXISTING WATER SPIGOT TO
BE REMOVED AND REPLACED.
INSTALL NEW FREEZE FLOW
"EXECUTIVE" MODEL BY
HOEPTNER PRODUCTS
(OR APPROVED EQUAL).
LOCATION TO BE APPROVED BY COR.
LARGE DIAMETER
TREE (TYP.)
BASE BID
EXISTING RV SEWER
HOOK UP TO BE
REMOVED AND REPLACED.
ENSURE LOCATED AT LEAST
10' FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
BASE BID
EXISTING HOLDING TANK TO
BE REMOVED AND DISPOSED.
NEW 2,500 GALLON
HOLDING TANK TO BE INSTALLED.
ENSURE LOCATED AT LEAST 10'
FROM ALL WATER LINES.
LOCATION TO BE APPROVED BY COR.
L O
O K
O U
T
R
D
BASE BID
ELECTRIC BOX FOR FLOAT
LEVEL SENSOR. CONTRACTOR
TO PRESERVE SENSOR AND FLOAT
SYSTEM TO REINSTALL ON NEW
HOLDING TANK. FLOAT SHALL ALARM
AT 75% OF HOLDING TANK
LIQUID CAPACITY.
NOTES:
1. IF EXISTING WATER SPIGOT DOES NOT MEET SET BACK DISTANCE FROM SEWER
CONNECTION, THE NEW WATER SPIGOT SHALL HAVE A MINIMUM SETBACK
DISTANCE OF 10 LF FROM ANY SEWER CONNECTION OR TANK.
2. LOCATION OF NEW ELECTRIC PEDESTAL, SPIGOT, SEWER CONNECTION, AND
HOLDING TANK TO BE APPROVED BY COR PRIOR TO INSTALLATION.
3. NEW WATER SHUT OFF VALVE TO BE INSTALLED APPROX. 5' FROM WATER SPIGOT.
4. EXISTING HOLDING TANK SHALL BE PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY AND ACCORDING TO STATE AND
FEDERAL LAW.
5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES.
6. ANY DAMAGE TO PAVED OR GRAVEL SURFACES IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR AND IS INCIDENTAL TO THE CONTRACT.
7. DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASS MIX.
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W
E
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
9/8 /23
:3
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.D
W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
POTOSI FREDERICKTOWN DISTRICT
SILVERMINES
RIVERSIDE
(OBI - 2)
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-06 07 11
0 1 2 4
SCALE: 1" = 2'
EXISTING GRAVEL DRIVE
HOST SITE 1
S
T
F
A
N
C
S
V
E
D
H
Y
OBI - 2
EXISTING WATER SPIGOT TO
BE REMOVED AND REPLACED.
INSTALL NEW FREEZE FLOW
"EXECUTIVE" MODEL BY
HOEPTNER PRODUCTS
(OR APPROVED EQUAL).
LOCATION TO BE APPROVED BY COR.
OBI -2
EXISTING HOLDING TANK RISERS
AND RV SEWER HOOK UP TO BE
REMOVED AND REPLACED.
NEW HOLDING TANK RISERS AND
SEWER HOOKUP TO BE INSTALLED.
LOCATION TO BE APPROVED BY COR.
OBI-2
EXISTING WATER SPIGOT TO
BE REMOVED AND REPLACED.
INSTALL NEW FREEZE FLOW
"EXECUTIVE" MODEL BY
HOEPTNER PRODUCTS
(OR APPROVED EQUAL).
LOCATION TO BE APPROVED BY COR.
OBI -2
EXISTING HOLDING TANK RISERS
AND RV SEWER HOOK UP TO BE
REMOVED AND REPLACED.
NEW HOLDING TANK RISERS AND
SEWER HOOKUP TO BE INSTALLED.
LOCATION TO BE APPROVED BY COR.
EXISTING FLOWER BED
WITH ROCK BORDER
EXISTING TELEPHONE BOX
EXISTING ELECTRIC
PEDESTAL
EXISTING ELECTRIC
PEDESTAL
NOTES:
1. IF EXISTING WATER SPIGOT DOES NOT MEET SET BACK DISTANCE FROM SEWER
CONNECTION, THE NEW WATER SPIGOT SHALL HAVE A MINIMUM SETBACK
DISTANCE OF 10 LF FROM ANY SEWER CONNECTION OR TANK.
2. LOCATION OF NEW ELECTRIC PEDESTAL, SPIGOT, SEWER CONNECTION, AND
HOLDING TANK TO BE APPROVED BY COR PRIOR TO INSTALLATION.
3. NEW WATER SHUT OFF VALVE TO BE INSTALLED APPROX. 5' FROM WATER SPIGOT.
4. EXISTING HOLDING TANK SHALL BE PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY AND ACCORDING TO STATE AND
FEDERAL LAW.
5. EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE
FOR LOCATING ALL UTILITIES.
6. ANY DAMAGE TO PAVED OR GRAVEL SURFACES IS THE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR AND IS INCIDENTAL TO THE CONTRACT.
7. DISTURBED AREAS SHALL BE SEEDED WITH NATIVE GRASS MIX.
H
O
O
HOST SITE 2
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NOTES:
1. AS PER NEC 551.77, PEDESTAL LOCATIONS SHALL BE AS FOLLOWS:
BACK-IN SITES--ELECTRIC PEDESTAL SHALL BE LOCATED ON LEFT SIDE OF PARKED
VEHICLE ON A LINE THAT IS 5'-7' FROM LEFT EDGE OF SPUR (DRIVER'S SIDE OF RV) UP TO
15' FORWARD FROM REAR OF SPUR.
PULL-THRU SITES--ELECTRIC PEDESTAL SHALL BE LOCATED AT ANY POINT ALONG LINE
THAT IS 5'-7' FROM LEFT EDGE (DRIVER'S SIDE OF PARKED RV) FROM 16' FORWARD OF THE
REAR OF THE PULL-THRU TO THE CENTER POINT BETWEEN THE TWO ROADS THAT GIVES
ACCESS AND EGRESS FROM THE PULL-THRU SITES.
2. PROVIDE SUPPLEMENTAL
"Ø x10' LONG COPPERWELD GROUND ROD ADJACENT TO EACH
PEDESTAL. EXOTHERMIC CONNECTION AT ROD TO #2AWG Cu WIRE CONNECTED TO
SYSTEM GROUNDING CONDUCTOR.
3. WHERE PEDESTALS ARE DAISY-CHAINED ON A SINGLE CIRCUIT, ALTERNATE THE 20 AND 30
AMP BREAKERS TO PHASE CONDUCTORS TO MINIMIZE OVERALL CIRCUIT LOAD
IMBALANCE.
ELECTRICAL
PEDESTAL
LOCATION
5'-7' FROM LEFT
EDGE OF SPUR;
15' OR LESS FROM
REAR OF SPUR
GRAVEL
BASE
LEVEL
GRADE
SURFACE
LEFT (DRIVER'S)
SIDE
REAR OF SPUR
RV UTILITY PEDESTAL LOCATION
NO SCALE
FINISHED GRADE
4 " TOP SOIL
BACKFILL
MARKER TAPE WITH WORDS
"CAUTION ELECTRIC LINE
BURIED BELOW"
M
I N
M
I N
ELECTRICAL CONDUCTORS IN
NON-METALLIC CONDUIT
6"MIN.
GROUND
4" SAND BEDDING MATERIAL
BENEATH CONDUIT
TRENCHING NOTES:
1. CARE SHALL BE TAKEN WHEN
BACKFILLING, PLACING AND PULLING
CONDUCTORS TO AVOID DAMAGE
AND COSTLY REPAIR COSTS DURING
MEGGER TESTING.
GRADE
P E
R
M A
N U
F A
C T
U R
E R
S
I N
S T
R U
C T
I O
N S
24"
12"
4"
2"
PEDESTAL PANELBOARD,
SEE ENLARGED DETAILS
ABOVE
TERMINAL BAR
WIRE OPENING
CONCRETE BASE
GRADE
12"
FROM PREVIOUS
UTILITY PEDESTAL OR
PANEL
TO NEXT UTILITY PEDESTAL
(WHERE APPLICABLE)
TERMINAL BAR
WIRE OPENING
50A 30A 20A
GFI
S
P
A
C
E
RV UTILITY PEDESTAL DETAIL
NO SCALE
CONCRETE BASE
W/30A
SP CB
GFI W/20A
SP CB
W/50A
SP CB
TYPICAL SPUR
MIDWEST ELECTRIC
MODEL U075GP6 OR
APPROVED EQUAL
SEE NOTE 2, BELOW
IRON COVER
10"Ø CONCRETE
PIPE BODY
" Ø X 10" GROUND ROD
LONG COPPER CLAD STEEL
GROUND ROD CLAMP
#2 CU GROUND
BUS
GROUND ROD INSTALLATION
NO SCALE
GENERAL ELECTRICAL TRENCHING DETAIL (TYP.)
NO SCALE
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
9/8 /23
:3
8 R
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\D
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HO
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IT
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UP
GR
AD
ES
.D
W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
ELECTRICAL DETAILS
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-07 08 11
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WATER SPIGOT AND PAD
SCALE: 1" = 1'
6'
#4 REBAR AS SHOWN
WITH 3" CLEAR DISTANCE
ON ALL EDGES
6" CONCRETE SLAB,
SLOPE 2% TO DRAIN
FREEZE FLOW EXECUTIVE
SANITARY YARD HYDRANT
WATER SPIGOT AND PAD
PLAN VIEW
ADAPT HDPE SUPPLY PIPE TO 1" GIP
SPIGOT PIPING WITH PROPER TRANSITION
FITTING 2' (MIN.) HORIZONTALLY FROM THE
BOTTOM OF THE HYDRANT STANDPIPE.
A
A
S L O
P
O
D
R A
N
B
A C
K
WATER SPIGOT SECTION A-A
COMPACTED BACKFILL
USING NATIVE SOIL
6" CONCRETE
SLAB-BROOM FINISH
6" COMPACTED
" MINUS
AGGREGATE BASE COURSE
SLOPE 2% DOWN
5'
GENERAL SPIGOT NOTES:
1) SPIGOT LOCATIONS ARE TO BE STAKED IN THE FIELD BY CONTRACTOR SUBJECT TO
FINAL APPROVAL BY THE COR. LOCATIONS ON THE DRAWINGS ARE APPROXIMATE.
MINOR ADJUSTMENTS TO PIPING ARE INCIDENTAL TO THE CONTRACT.
2) SPIGOTS INSTALLED ADJACENT TO ROADS, WALKWAYS, ETC. SHALL BE INSTALLED
PERPENDICULAR TO THE CENTERLINE.
3) SHUT-OFF VALVES ARE TYPICALLY PLACED 5' FROM THE SPIGOT STANDPIPE.
LOCATION TO BE STAKED IN THE FIELD BY CONTRACTOR SUBJECT TO FINAL
APPROVAL BY THE COR.
1" FIP INLET
INSTALL HYDRANT BUSHING
ABOVE GRADE FOR SERVICING.
1" GALVANIZED IRON PIPE AND 90°
BEND. CONNECT TO HYDRANT HUB
WITH 1.5" LONG NIPPLE.
SANITARY YARD HYDRANT FURNISHED WITH
36" FROST LINE BURY DEPTH. FREEZE FLOW
"EXECUTIVE" MODEL BY HOEPTNER
PRODUCTS (OR APPROVED EQUAL).
A
P P
R O
X
D
E P
O
I N
V E
R T
BURY DEPTH
ADAPT SUPPLY PIPE TO 1" GIP SPIGOT
PIPING WITH PROPER TRANSITION FITTING
2' (MIN.) HORIZONTALLY FROM THE
BOTTOM OF THE HYDRANT STANDPIPE.
SLOPE TO DRAIN BACK
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
9/8 /23
:3
8 R
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SF
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CO
NT
RA
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F
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\F
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\D
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HO
ST
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IT
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UP
GR
AD
ES
.D
W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
WATER SPIGOT DETAILS
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-08 09 11
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HOST SITE 2500 GALLON SEPTIC HOLDING TANK
SCALE: 3/8" = 1'
6" TAMPED IN PLACE CLEAN PEA STONE BEDDING
PASSING
" SCREEN UNDER TANK WITH CENTER
BEDDING BEING 1" LOWER THAN PERIMETER
BEDDING OR AS PER MFG RECOMMENDATIONS
EXTEND 1' MINIMUM BEYOND TANK ON ALL SIDES.
Ø
Ø
TOP VIEW OF HOLDING TANK
A
A
13'-10"
1'-6"
6'-3"
1'
3'-4
1' MINIMUM COVER
OVER TANK
SECTION A-A
TOP OF RISERS SHALL
EXTEND 3" ABOVE
FINISHED GRADE
LIQUID LEVEL
FINISHED GRADE TO BE AS
DETERMINED IN FIELD TO
BEST FIT TANK LOCATION.
1' MINIMUM COVER
OVER TANK
24"Ø SECURED LID. ALL ROUND SEPTIC TANK
RISERS SHALL BE 24" INSIDE DIAMETER AND
MADE OF CONCRETE.
1'
SIDE VIEW OF HOLDING TANK
4" PVC FROM RV
CONNECTION-SLOPE
MINIMUM OF 2%
DOWN TOWARDS
TANK INLET
EXTEND PVC 6" PAST
INSIDE FACE OF TANK -
NO BAFFLE REQUIRED
HOST SEPTIC
CONNECTION
NTS
V A
R I E
S
4" PVC
SCH 40 PIPE
EXTEND
TRACER WIRE
TO SURFACE &
TO TANK
4" DIA THREADED
PVC PLUG
SLOPE GRADE
AWAY FROM COVER
2% MINIMUM SLOPE DOWN
TO TANK INLET
E
HOST SITE
S
HOST
SPIGOT
2500 GAL HOST
HOLDING TANK -
ENSURE LOCATED
AT LEAST 10' FROM
ALL WATER LINES.
HOST
ELECTRICAL
PEDESTAL
TANK OFFSET 10'
FROM EDGE OF
SPUR
RV CONNECTION
PLACED 5' FROM TANK
AT RIGHT ANGLE
HOST SITE LAYOUT
(TYP.)
SCALE: 1" = 10'
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
9/8 /23
:3
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(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
HOST SITE
HOLDING TANK
DETAILS
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-09 10 11
NOTES:
1. GROUND SURFACE SHALL BE SLOPED
AWAY FROM HOLDING TANK RISERS.
2. EXISTING HOLDING TANKS SHALL BE
PUMPED PRIOR TO REMOVAL/DEMOLITION.
WASTE SHALL BE DISPOSED OF PROPERLY
AND ACCORDING TO STATE AND FEDERAL
LAW.
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PIPE
BEDDING STONE, 3/8" MINUS
#12 TRACER WIRE PLACED
ON TOP OF PIPE
BACKFILL
MARKER TAPE WITH
WORDS "CAUTION SEWER LINE
BURIED BELOW"
FINISHED GRADE
4" TOP SOIL
1'-6"
M
I N
V A
R I E
S
M
I N
B U
Y
P
T H
TYPICAL TRENCH -
SEWER LINE
PIPE
BEDDING STONE, 3/8" MINUS
#12 TRACER WIRE TAPED 3'
INTERVALS ON TOP OF PIPE
BACKFILL
MARKER TAPE WITH
WORDS "CAUTION WATER LINE
BURIED BELOW"
FINISHED GRADE
4" TOP SOIL
1'-6"
M
I N
V A
R I E
S
M
I N
B U
P
T H
TYPICAL TRENCH -
WATER LINE
1/2 CUBIC FOOT MINIMUM
CONCRETE THRUST BLOCK
TYPICAL THRUST BLOCK FOR 22.5° TO 90°
BENDS FOR PRESSURE PIPE
4" X 4" UC4A TREATED
WOOD MARKER POST -
ANGLED TOP TO FACE
TOWARDS OBJECT
MARKING
MARKER POST
4" X 4" UC4A TREATED
WOOD MARKER POST -
ANGLED TOP TO FACE
TOWARDS OBJECT
MARKING
TYPICAL VALVE
BOX DETAIL WITH
MARKER POST
LOCKING COVER TO
EXTEND 1" ABOVE
FINISHED GRADE
SLOPE GRADE
AWAY FROM VALVE
COVER
HDPE WATER LINE
EXTENSION ROD
ADJUSTABLE VALVE BOX
FINISHED GRADE
2'
B U
P
V
A R
I E
S
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
9/8 /23
:3
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.D
W G;
(R09)
EASTERN REGION
GAOA -
CAMPGROUND
HOST SITE
IMPROVEMENTS
MARK TWAIN
NATIONAL FOREST
FOREST WIDE
WATER AND
WASTEWATER
DETAILS
XX/XX/XXXX
R.UET
R.UET
A.WIL
C-10 11 11
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File details come from the government source that posted it. Updated .