Attach 11. Plans Section A_S_M Structures Mechanical 2Feb2026.pdf
PDF 17 MB Posted
- Attached to
- Pactola Loop B Campground Reconstruction Project
- Solicitation number
- 1240LT26Q0010
- Issued by
-
Department of Agriculture Forest Service
About this file
Summary
This is a set of construction design drawings (100% Construction Documents) for the Pactola Campground Loop B Reconstruction project located at Black Hills National Forest, Mystic Ranger District, South Dakota. The project is being managed by the USDA Forest Service Rocky Mountain Region (R2) and prepared by Olsson - Engineering and Citrine - Engineering. The drawings include modular building designs (precast concrete toilet vaults and pump house buildings), structural site plans showing 44 campsite locations with utilities, mechanical/plumbing systems, and electrical infrastructure. Key structural elements include new precast restroom buildings on concrete vaults, hydrant installations at three types (H1, H2, and H3 configurations), a 2,000-gallon sewage vault system, water distribution piping using HDPE and PVC materials, and site demolition requirements. The project includes multiple bid options, including Option 1 for additional host/volunteer site improvements and Option 6 for an Osprey Trailhead toilet facility.
The construction plans specify detailed technical requirements across multiple disciplines: structural concrete work with 4,000 PSI minimum compressive strength, reinforcing steel per ASTM specifications, modular building installation on prepared bases, and comprehensive mechanical/plumbing systems including water meters, disinfection piping, hydrant assemblies with various faucet types, and drain-to-daylight laterals. Demolition work includes removal of existing storage tanks, pump houses, septic vaults, and hydrant assemblies. The utility infrastructure requires coordination between water and sewer systems with minimum 10-foot separation, utility trenching specifications, and marking of shutoff valves with carsonite posts color-coded by function (red for fill valves, blue for drain valves). Construction is dated 05.28.2025, indicating the document completion date for the 100% design phase.
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Text version
A1.1
MODULAR
BUILDINGS
PRECAST CONCRETE
BUILDING
CONCRETE SLAB
COMPACTED AGGEGATE
BASE
UNDISTURBED
SOIL
SEE MEP
FOR FLOOR
PENETRATIONS
ACTIVE
DOOR
3'-0" X 6'-8"
INSULATED HM
DOOR (PAIR) &
FRAMESLOPE 1/8" PER
FT TOWARD
DOORWAY
ENTRANCE SLAB
SEE STRUCTURAL
NOT TO SCALE
MODULAR PUMP HOUSE BUILDING
NOT TO SCALE
SIDE ELEVATION
2C
NOT TO SCALE
FRONT ELEVATION
2B
NOT TO SCALE
REAR ELEVATION
2E
NOT TO SCALE
SECTION
2D
NOT TO SCALE
MODULAR PUMP HOUSE - PLAN
2A
COMPACTED AGGEGATE
BASE
NOT TO SCALE
MODULAR DOUBLE TOILET BUILDING- PLAN
NOT TO SCALE
SIDE ELEVATION
1D
NOT TO SCALE
BACK ELEVATION
1C
NOT TO SCALE
SIDE ELEVATION
1B
NOT TO SCALE
FRONT ELEVATION
1A
NOT TO SCALE
BUILDING SECTIONS
1E
PRECAST CONCRETE
BUILDING
VAULTS
3'-0" X 6'-8"
HM DOOR
AND FRAME
TWO PIECE VENT PIPE
15'-0" OVERALL HEIGHT
GRAB BARS
TP DISPENSER DOOR STOP
DOOR STOP
EXTERIOR STONE
TEXTURE - TBD
HORIZONTAL
LAP- COLOR TBD
CEDAR
SHAKE- COLOR TBD
BARNWOOD- COLOR TBD
CEDAR SHAKE-
COLOR TBD
PRECAST CONCRETE
BUILDING
TOILET RISER
FOR REFERENCE ONLY
DO NOT USE FOR THE CONSTRUCTION OF THE MODULAR BUILDINGS. DRAWING IS
TO SHOW INTENDED LAYOUT AND DESIGN OF THE MODULAR BUILDINGS. THE
MANUFACTURER OF THE MODULAR BUILDINGS IS TO PROVIDE SHOP DRAWINGS
MEETING SPECIFICATIONS FOR APPROVAL. SEE DIVISION 1.
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND LOOP B
RECONSTRUCTION
100% CDs
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
05.28.2025 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
GENERAL CONCRETE
NOTES
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRCUTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
TT
SR
05.28.2025
S0.1 29 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
1. REFER TO ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE FOR CONCRETE CONSTRUCTION REQUIREMENTS
2. PROVIDE CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING BACKUP DATA FOR EACH TYPE OF CONCRETE PROPOSED FOR USE PRIOR TO THE START OF CONSTRUCTION.
IDENTIFY WHERE EACH DIFFERENT CONCRETE MIX IS INTENDED TO BE USED.
3. PROVIDE AIR ENTRAINMENT PER ACI 318 FOR ALL EXTERIOR CONCRETE. LIMIT WATER CEMENT RATIO FOR ALL CONCRETE TO 0.45.
FOR INTERIOR SLAB ON GROUND, LIMIT CEMENT CONTENT TO 620 POUNDS PER CUBIC YARD.
4. PROVIDE FOUR TEST CYLINDERS FOR EVERY 50 CUBIC YARDS, OR LESS (EACH DAY) AND FURNISH TEST REPORTS FOR 7, 14, AND 28
DAY COMPRESSION TESTS.
5. WATER MAY BE ADDED INITIALLY TO CONCRETE WHICH ARRIVES AT THE SITE IF AFTER ADDITION OF THE WATER THE MAXIMUM WATER/CEMENT RATIO IS NOT EXCEEDED. RETEMPERING AFTER INITIAL SLUMP ADJUSTMENT IS NOT PERMITTED.
6. FABRICATE AND PLACE REINFORCING STEEL IN ACCORDANCE WITH ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI SP-66 DETAILING MANUAL, ACI 301 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.
7. PROVIDE REINFORCING STEEL CONFORMING TO ASTM A615 GRADE 60. SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR
APPROVAL PRIOR TO THE START OF CONSTRUCTION.
8. PROVIDE ACI CLASS B REINFORCING BAR SPLICES BUT NOT LESS THAN 12 INCHES OF LAP.
9. PROVIDE CORNER REINFORCING BARS AT ALL EXTERIOR CORNERS OF CONCRETE WORK. CORNER BARS TO MATCH HORIZONTAL
REINFORCING.
10. PROVIDE TWO #4 REBAR AT 4'-0" LONG (MINIMUM) AT ALL RE-ENTRANT CORNERS OF SLABS, FOOTINGS, AND WALLS. PLACE REBAR 2"
CLEAR FROM THE CORNER AT 45°. SEE TYPICAL RE-ENTRANT CORNER DETAIL.
11. PROVIDE #4 REBAR REINFORCEMENT SPACED AT 12" O.C. CONFORMING TO ASTM A615 IN ALL SLABS ON GROUND UNLESS
OTHERWISE NOTED.
12. PROVIDE THE FOLLOWING CONCRETE COVER IN ACCORDANCE WITH ACI 318:
13. PROVIDE ANCHOR BOLTS THAT CONFORM TO ASTM F1554 GRADE 55 SUPPLEMENT S1 WITH HEAVY HEX NUTS AND FLAT WASHERS, UNLESS NOTED OTHERWISE. HOT DIP GALVANIZE ALL ANCHOR BOLT ASSEMBLIES.
14. SET CAST-IN-PLACE ANCHOR BOLTS WITH TEMPLATES TO ELEVATIONS SHOWN ON DRAWINGS PRIOR TO CONCRETE BEING PLACED.
"WET-STICKING" ANCHORS IS STRICTLY PROHIBITED.
15. VERIFY THAT ALL OPENINGS, INSERTS, ANCHOR BOLTS, EMBEDDED PIPING, REBAR, DOWELS, CONDUITS, GROUNDING WIRES, DUCTWORK, ETC. ARE IN PLACE BEFORE PLACING CONCRETE. "WET-STICKING" EMBEDMENTS IS STRICTLY PROHIBITED.
16. PROVIDE REINFORCING STEEL FREE OF OIL, MUD, HARDENED CONCRETE, LOOSE SCALE, AND RUST.
17. BRACE, TIE, AND SUPPORT REINFORCING WITH CHAIRS IN ACCORDANCE WITH ACI 315.
18. DO NOT WELD REINFORCING STEEL UNLESS INDICATED ON THE DRAWINGS.
19. PROVIDE 3/4" X 45° CHAMFER ON ALL EXPOSED EDGES.
20. PROVIDE 1/2" BITUMINOUS FIBER BOARD AT ALL SLAB ON GROUND EXPANSION JOINTS UNLESS NOTED OTHERWISE. TOOL ALL CONCRETE EDGES AND WITH THEM SEMI-RIGID EPOXY JOINT FILLER WITH 100% SOLIDS AND A TYPE A SHORE DUROMETER
HARDNESS OF 80 ACCORDING TO ASTM D2240.
21. PROVIDE CONTRACTION JOINTS IN ALL SLABS ON GROUND WITH A MINIMUM DEPTH OF 1/3 OF THE CONCRETE THICKNESS AT THE LOCATIONS SHOWN ON THE DRAWING. TOOL JOINTS AFTER INITIAL FLOAT OR SAW-CUT WITHIN 8 HOURS OF PLACEMENT.
22. DO NOT USE CONCRETE CONSTRUCTION JOINTS UNLESS SHOWN ON DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER.
23. USE CONTINUOUS WATERSTOP AT ALL HORIZONTAL AND VERTICAL CONCRETE JOINTS WHERE WATERSTOP IS INDICATED ON THE
DRAWINGS. USE FACTORY MADE SPLICES AT INTERSECTING WALLS.
24. FOR BONDING NEW CONCRETE TO EXISTING CONCRETE, USE A TWO COMPONENT EPOXY BONDING ADHESIVE COMPLYING WITH ASTM C881 SUITABLE FOR THE APPLICATION TEMPERATURE. ROUGHEN AND CLEAN THE EXISTING CONCRETE AND APPLY IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
25. DO NOT PLACE CONCRETE INTO ANY FORM OR EXCAVATION CONTAINING TRASH, FREE WATER, ICE, OR FROZEN GROUND.
26. USE APPROPRIATE METHODS TO MINIMIZE FREE-FALL DISTANCE OF CONCRETE. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE. DO NOT ALLOW CONCRETE TO FLOW HORIZONTALLY WITHIN FORMS OVER A DISTANCE EXCEEDING 5 FEET.
27. FINISH SLABS, PADS, AND RAMPS TO WITHIN 1/8 INCH OF ELEVATIONS SHOWN ON DRAWINGS.
28. PROVIDE A TROWELED FINISH ON TYPICAL INTERIOR SURFACES. PROVIDE A NON-SLIP BROOM FINISH ON TYPICAL EXTERIOR SURFACES. SCREED AND FLOAT CONCRETE AND USE A STIFF BRUSH OR BROOM TO PRODUCE A PROFILE OF 3/64 INCH IN ONE
DIRECTION, PERPENDICULAR TO TRAFFIC IF APPLICABLE
29. PROVIDE A CLEAR, NON-YELLOWING, WATER BASED CURING AND SEALING COMPOUND ON FLOOR SLABS AND EXPOSED SURFACES
UNLESS NOTED OTHERWISE.
30. REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND TO ACI 306 FOR REQUIREMENTS FOR
PLACING CONCRETE IN COLD WEATHER.
31. USE NON-SHRINK, NON-METALLIC, FACTORY PREMIXED CEMENTITIOUS GROUT WITH NO DRYING, SHRINKAGE, OR SETTLEMENT AT ANY AGE. COMPRESSIVE STRENGTH PER ASTM C109 OF NOT LESS THAN 5000 PSI AT 7 DAYS AND 7500 PSI AT 28 DAYS WHEN PLACED
IN FLOWABLE CONSISTENCY. MIX AND PLACE PER MANUFACTURER'S INSTRUCTIONS.
GENERAL CONCRETE NOTES
CONCRETE CAST AGAINST EARTH OR FILL 3 IN
CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND
NO 5 BAR AND SMALLER 1 1/2 IN
NO 6 BAR AND LARGER 2 IN
CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND
SLABS AND WALLS 3/4 IN
BEAMS AND COLUMNS 1 1/2 IN
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NEW CONCRETE PAD FOR HYDRANT.
SEE DETAIL C AND D ON SHEET S2.0
FOR MORE INFORMATION
NEW DOUBLE TOILET ON PRECAST
CONCRETE VAULT WITH APRON.
SEE DETAILS A AND B ON SHEET S2.0
FOR MORE INFORMATION
NEW PRECAST PUMPHOUSE BUILDING
ON COMPACTED BASE WITH APRON.
SEE DETAIL E ON SHEET S2.0
FOR MORE INFORMATION
NEW CONCRETE PAD FOR HYDRANT.
SEE DETAIL C AND D ON SHEET S2.0
FOR MORE INFORMATION
NEW CONCRETE PAD FOR HYDRANT.
SEE DETAIL C AND D ON SHEET S2.0
FOR MORE INFORMATION
NEW CONCRETE PAD FOR HYDRANT.
SEE DETAIL C AND D ON SHEET S2.0
FOR MORE INFORMATION
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DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STRUCTURAL SITE
PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
TT
SR
05.28.2025
S1.1 30 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
SCALE IN FEET
40' 80'20'0'
NO SCALE
VAULT FRONT ELEVATIONA
S2.0
13'-0" MIN
6" COMPACTED
AGGREGATE BASE
COMPACTED
SUBGRADE
PROVIDE LEVELING SAND
AS NEEDED
TOP OF GRADE
TY
P.
BACKFILL
4' -4
PRECAST VAULTPRECAST VAULT
PRECAST RESTROOM
BUILDING
COMPACTED
SUBGRADE
11'-11" MIN
BACKFILL
PRECAST VAULT
NO SCALE
VAULT SIDE ELEVATIONB
S2.0
PRECAST RESTROOM
BUILDING
6" COMPACTED
AGGREGATE BASE
D S2.0
3' -0
SLOPE PAD TO DRAIN TOWARDS
LOWER GRADE SIDE OF HYDRANT, MAX.
2% SLOPE
2%
3' -0
3'-0"6'-0"
2' -6
5" CONCRETE SLAB, LIGHT
BROOM FINISH
6" COMPACTED AGGREGATE
BASE
COMPACTED
SUBGRADE
5"
PLACE 12 CY OF GRAVEL (1'
DEEP) FLUSH WITH TOP OF
CONCRETE AT EACH
HYDRANT LOCATION. PLACE
ON LOWER GRADE SIDE OF
HYDRANT
PLACE 3'x3'x6" GRAVEL FLUSH
WITH TOP OF CONCRETE AT
EACH HYDRANT LOCATION
3'x3'x6" GRAVEL.
GRAVEL SPLASH AREA.
NOT REQUIRED IF
HYDRANT POST IS
LOCATED IN ASPHALT OR
HYDRANT HAS NO HOSE
BIBB.
2" RADIUS
6' -0
#4 REBAR STEEL REINFORCEMENT,
CENTER IN SLAB, 18" O.C. EACH WAY
3" TYP.
(2) 4x8 TREATED TIMBER
POSTS, S4S
3' -0
3'
-0
3"
30° CHAMFER
C S2.0
PAD AT HYDRANT DETAIL
NO SCALE
18" TYP BOTH DIRECTIONS
D S2.0
SECTION AT HYDRANT PAD
NO SCALE
6" TY
P.
6" COMPACTED
AGGREGATE BASE
EDGE OF BUILDING
BACKFILL
TOP OF GRADE
E S2.0
SECTION AT PRECAST PUMPHOUSE
NO SCALE
12'-0"
5" THICK 10'-6" X 12'-0"
PRECAST SLAB
SLOPE 2%
3'-6" APRON
3" MIN.
TYP.
1' -0
5" THICK CONCRETE
APRON
#4 CONT., TYP.
#4 @ 12" O.C. EACH WAY,
MID-DEPTH OF SLAB
8"
PROVIDE NON FROST SUSCEPTIBLE
FILL UNDER SLAB TO A DEPTH
BELOW THE FROST LINE TO
PREVENT FROST HEAVE FROM
BUILDING SLAB
GEOGRID FILTER FABRIC
GEOGRID FILTER FABRIC
1'-0" 1'-0"
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
TYPICAL CONCRETE
DETAILS
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
TT
JR
05.28.2025
S2.0 31 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
F S2.0
SECTION AT ELECTRICAL EQUIPMENT RACK
U-BOLTS, TYPICAL
1-1/2"x1-1/2" STRUT, TYPICAL.
AS REQUIRED FOR EQUIPMENT AND
CONDUIT SUPPORT.
MOUNTING RACK AND PIPE SHALL
BE PAINTED WITH TWO COATS OF
RUST INHIBITING ENAMEL.
COLOR SHALL BE FOREST SERVICE
BROWN.
2" DIA. GALVANIZED STEEL
PIPE WITH END CAP.
1'-0" DIA. x 3'-0" SONOTUBE
CONCRETE FOOTING
1'-0"Ø
3' -0
" M
IN
BE
LO
W G
R
AD
E
6"
1'-0"Ø
6"
2" DIA. STD. GALVANIZED STEEL
PIPE EMBEDDED INTO CONCRETE
FOOTING. PIPE SHALL BE PAINTED
FOREST SERVICE BROWN
SIZE OF RACK TO
BE AS REQUIRED
FOR EQUIPMENT SIZE
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D
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F.
F.
E.
E E
SD
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SD
.5
F.
F.
E.
3' 3'
2'
T
T
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W
W
W
W
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W
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P-UG
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P-UG
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P-UGP-UGP-UGP-UG
P- U
G
CP
-1
CP
-2
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O
8"
4"
"20
" 12
"16
" 14
8"
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6"
8"
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6"
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8"
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" 8"
" 6"
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6" 6"
6"
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8"
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.28 F.
F.E
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9"
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9"
6"
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9"
9"
9"
9"
9"
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" 24
" 21
6"
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9"
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9"
6"
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6"
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6"
6"
9"
6"
"15
6"
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9" 9"
9"
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9"
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9"
9"
9"
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"15
9"
9"
9"
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9"
6"
.2
F.
F.
E.
D
.4
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E E
SD
SD
3' 3'
3'
3'3'
5'
3'
4'
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NEW DOUBLE TOILET ON PRECAST
CONCRETE VAULT WITH APRON.
SEE DETAILS A AND B ON SHEET S2.0
FOR MORE INFORMATION
#25
#26
#27 #28
#24
#31 #30
#29
#32
#33
#23
#21
#22
#44
#20
#19
#18
#17
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NEW CONCRETE PAD FOR HYDRANT.
SEE DETAIL C ON SHEET S2.0 FOR MORE INFORMATION
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
STRUCTURAL
BID OPTION
SITE PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
TT
SR
05.28.2025
S6.0 32 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
SCALE IN FEET
40' 80'20'0'
OPTION 1
PACTOLA STRUCTURAL BID OPTIONS
OPTION # DESCRIPTION
1 ADDITIONAL HOST/VOLUNTEER
SITE IMPROVEMENTS
6 OSPREY TRAILHEAD TOILET
OPTIONS LISTED ABOVE SHALL BE COORDINATED WITH ALL OTHER DISCIPLINE
SHEETS. REFERENCE DWG. C7.0, M6.0, AND E7.0.
OPTION 6
W
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W
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F.
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P-UG
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F.
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WELL HEAD PUMP
PUMP HOUSE
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL/PLUMBING
SITE DEMOLITION PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
MD1.1
33 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
3 6
SCALE IN FEET
40' 80'20'0'
1 2
1. ABANDON IN PLACE.
DEMOLITION LEGEND
DEMOLITION KEYNOTES:
DEMO EXISTING AND TEMPORARY STORAGE TANKS AND 3-2" WATER SHUTOFF VALVES.
HYDRANT ASSEMBLIES (QTY 6)-DEMO 1 EA -1" CURB VALVE AND 1" DRAIN VALVE.
DEMO PUMP HOUSE AND 3- 2" WATER SHUTOFF VALVES.
OPTIONAL DEMO SEPTIC VAULT, INCLUDING SURFACE PUMP OUT CONNECTION, CRUSH IN PLACE AND BACK FILL.
DEMO WATER METER, PIPING AND VALVES.
DEMO DISINFECTION SYSTEM INCLUDING DOSING PUMP, TANK AND VALVES AND TUBING.
DEMOLITION NOTES:
1. ALL DEMOLITION IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE AND/OR GOVERNING BODY'S STANDARDS.
2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS ASSOCIATED WITH THE DEMOLITION WORK AS DESCRIBED & SHOWN ON THESE PLANS.
3. THE EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE AND MAY NOT INCLUDE ALL LINES PRESENT. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL "811", AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING DEMOLITION ACTIVITIES. !!KNOW WHAT'S BELOW. CALL BEFORE YOU DIG!!
4. CONTRACTOR SHALL COORD. WITH ELECTRIC, TELEPHONE/FIBER, AND CABLE PROVIDERS TO TERMINATE ALL EXISTING SERVICES TO BUILDINGS MARKED FOR DEMOLITION ON THESE PLANS.
CONTRACTOR SHALL VERIFY WITH UTILITY PROVIDERS THAT SERVICES ARE DISCONNECTED PRIOR TO ANY REMOVAL OF INTERNAL SERVICE LINES.
5. THE DEMOLITION PLAN AND EXISTING CONDITIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL INSPECT AND FIELD VERIFY THE EXISTING SITE CONDITIONS TO BECOME ACQUAINTED WITH ALL EXISTING CONDITIONS WHICH EFFECT ANY AND ALL WORK ASSOCIATED WITH THE DEMOLITION PLANS.
6. ALL EXISTING BUILDING RELATED FEATURES NOT SHOWN ON THIS PLAN SHALL BE COORD. WITH ALL OTHER PLANS ASSOCIATED WITH THIS PROJECT. ALL CONCRETE OR ASPHALT PAVEMENT, CURB & GUTTER, RETAINING WALLS AND MISCELLANEOUS STRUCTURES INCLUDING BUT NOT LIMITED TO WATER HYDRANTS, FIRE RINGS, PICNIC TABLES, SITE NUMBERING POSTS, WHEELSTOPS, KIOSKS, INFO BOARDS, AND MISCELLANEOUS DEBRIS SHALL BE DEMOLISHED AND REMOVED FROM THE SITE AND SHALL BE DISPOSED OF OFF-SITE AT CONTRACTORS
EXPENSE TO AN APPROVED LANDFILL, UNLESS OTHERWISE NOTED.
7. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE MATERIAL REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY OTHER HAZARDOUS MATERIAL, CONTRACTOR
SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER
8. DEBRIS SHALL NOT BE BURIED ON SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OFF-SITE IN ACCORDANCE WITH ALL CITY, STATE, COUNTY & FEDERAL LAWS AND ORDINANCES. NO ON-SITE BURNING WILL BE PERMITTED.
9. IF EXISTING UN-CAPPED WATER WELLS ARE DISCOVERED ON-SITE, CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.
10. CONTRACTOR SHALL COORDINATE WITH FOREST SERVICE TO PUMP SEPTIC VAULTS OF ALL WASTEWATER AND SLUDGE. CONTRACTOR SHALL REMOVE EXISTING VAULTS AND ANY ASSOCIATED APPURTENANCES IN ACCORDANCE WITH CITY, COUNTY, STATE, AND FEDERAL LAWS AND ORDINANCES.
11. ANY AREA DISTURBED BY DEMOLITION THAT WILL NOT BE DISTURBED IN PROPOSED GRADING ACTIVITIES SHOWN ON THESE PLANS SHALL HAVE TOPSOIL PLACED, SEEDED AND MULCHED
ACCORDING TO THE CONTRACT SPECIFICATIONS.
12. OWNER HAS FIRST RIGHT OF REFUSAL OF ALL MATERIALS REMOVED FROM THE SITE.
DUMPSTER
DUMPSTER
DUMPSTER
D U
M
PSTER
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9"12
6"
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9" 18
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9"
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.5
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F.
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.28 F.
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#25
#26
#27 #28
#24
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#9
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#41
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#3
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DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL/PLUMBING
SITE PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M1.1 34 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
SCALE IN FEET
40' 80'20'0'
GENERAL NOTES:
1. REF SPECIFICATION 331116 WATER DISTRIBUTION FOR PIPING SYSTEM CONSTRUCTION AND
MATERIALS.
A. HDPE PIPE AND FITTINGS U/G POTABLE WATER.
B. PVC PIPE AND FITTINGS PUMP HOUSE WATER AND DISINFECTION FEED SYSTEM.
C. GALVANIZED CARBON STEEL - HYDRANT A/G PIPING.
2. REF SPECIFICATION 331219 WATER HYDRANTS.
3. REF SPECIFICATION 223000 PLUMBING EQUIPMENT.
4. REF SPECIFICATION 332600 DISINFECTION FEED SYSTEM.
5. WATER LINE LOCATIONS TO BE STAKED IN FIELD BY THE CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
6. COORDINATE WITH CONTRACTING OFFICER FOR MINOR SHIFTS IN WATER LINE ROUTING TO AVOID
MAJOR VEGETATION OR EXISTING SITE CONDITIONS.
7. ALL DRAIN TO DAYLIGHT LATERALS TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
8. WATER/SEWER - 10 FT SEPARATION REQUIRED BETWEEN WATER AND SEWER LINES AND
HOOK-UPS.
B
M1.3
A
M1.2
C
M1.4
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6" 9"
6"
9"
6" 6"
9"
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6"
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6"
6"
9"
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9"
9"
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6"
6"
9"
9"
6"
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9"
6"
9"
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9"
9"
6"
6"
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6"
9"
9"
9"
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9"
9"
9"
6"
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F.
F.
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D
SD
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EXISTING PVC
NEW HDPE
N: 648206.11 E: 1134776.09
EL: 4655
N: 648203.99 E: 1134761.52
EL: 4655
2" PVC- EXISTING
2" PVC- EXISTING
DRAIN
N: 648741.82
E: 1134490.46
EL: 4658
H3 HYDRANT
N: 648725.18
E: 1134515.11
EL: 4660
DRAIN
N: 648691.27
E: 1134503.84
EL: 4658
DRAIN
N: 648646.61 E: 1134506.29
EL: 4658
H3 HYDRANT
N: 648675.74
E: 1134522.15
EL: 4659
H3 HYDRANT
N: 648633.67
E: 1134530.15
EL: 4659
DRAIN
N: 648552.40 E: 1134512.13
EL: 4655
H3 HYDRANT
N: 648535.99
E: 1134535.99
EL: 4657
#4
#3
#35
#3
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#2 H
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DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL/PLUMBING
ENLARGED SITE PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M1.2 35 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
ENLARGED SITE PLANA
M1.2 1" = 20'
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T M
1.
FO
R
C O
N
TI
N U
AT
IO
N
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T M
1.
FO
R
C O
N
TI
N U
AT
IO
N
SCALE IN FEET
20' 40'10'0'
GENERAL NOTES: LEGEND:
WATER PIPE
HYDRANT
COORDINATE CALLOUT WITH ELEVATION
SEPTIC VAULT
WATER SHUTOFF VALVE W/ CARSONITE
POST (RED)
WATER SHUTOFF VALVE W/ CARSONITE
POST (BLUE)
W
R
B
R
R
R
R
B
B
B
B
EXAMPLE SHUTOFF VALVE
MARKER POST
(SEE NOTE 10)
1. REF SPECIFICATION 331116 WATER DISTRIBUTION FOR PIPING SYSTEM CONSTRUCTION AND MATERIALS.
A. HDPE PIPE AND FITTINGS U/G POTABLE WATER.
B. PVC PIPE AND FITTINGS PUMP HOUSE WATER AND DISINFECTION FEED SYSTEM.
C. GALVANIZED CARBON STEEL - HYDRANT A/G PIPING.
2. REF SPECIFICATION 331219 WATER HYDRANTS.
3. REF SPECIFICATION 223000 PLUMBING EQUIPMENT.
4. REF SPECIFICATION 332600 DISINFECTION FEED SYSTEM.
5. WATER LINE LOCATIONS TO BE STAKED IN FIELD BY THE CONTRACTOR AND APPROVED BY CONTRACTING
OFFICER.
6. COORDINATE WITH CONTRACTING OFFICER FOR MINOR SHIFTS IN WATER LINE ROUTING TO AVOID MAJOR
VEGETATION OR EXISTING SITE CONDITIONS.
7. ALL DRAIN TO DAYLIGHT LATERALS TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
8. UNLESS OTHERWISE NOTED:
A. ALL MAIN RUNS ARE 2" HDPE SDR11 PIPE MATERIAL.
B. ALL LATERALS TO HYDRANTS ARE 1" HDPE SDR11 PIPE MATERIAL.
9. SITE COORDINATES/ELEVATIONS ARE ESTIMATED AND SHOULD BE VERIFIED BY CONTRACTOR.
10. ALL FILL VALVES AND DRAIN VALVES TO BE MARKED WITH BROWN CARSONITE POST WITH 8" COLORED
STICKER ON TOP. FILL VALVES TO BE MARKED RED AND DRAIN VALVES TO BE MARKED BLUE.
H O
ST
S
IT
E
DUMPSTER
D U
M
PSTER
W
S
O W S
O
M
"16
6"
"16
6"
6"
6"
6"
8"
6"
6"
9"
9"
9"
9"
9"
" 12 "6"
9"
9"
6"
"12
9"
9"
9"
6"
9"
9"
9"
9" 18
9"
SD
SD
SD
SD
.5
F.
F.
E.
T
W
W
W
W
W
W
W
W
W
W W
W
CP
-1
W
S
O W S
O
M
8"
" 12
6"
8"
8"
6"
8"
8"
6"
8"
" 8"
" 6"
6"
6" 6"
6"
6"
8"
8"
6"
9"
9"
9"
9"
9"
9"
6" 9"
6"
6"
6"
9"
6"
6"
" 24
" 21
6"
"24
6"
9"
6"
9"
9"
6"
6"
9"
9"
9"
"15
9"
9"
9"
9"
9"
SD
W
W
S
O W S
O
M
SD
SD
SD
W
W
W
W
W
W
P-
UG
P- U
G
P- U
G
P-
UG
P- U
G P-
U G
P- U
G
P-
UG
P-
UG
P-UG
P-UG
P-UG
P-UG
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WH2 HYDRANT
N: 649250.47 E: 1134926.86
EL: 4636
N: 649019.76 E: 1135074.32
EL: 4634
H2 HYDRANT
N: 649013.76 E: 1135089.06
EL: 4632
DRAIN
N: 649029.53 E: 1135103.19
EL: 4629
DRAIN
N: 649224.40 E: 1134934.95
EL: 4633
H3 HYDRANT
H3 HYDRANT
N: 648680.59 E: 1134854.96
EL: 4642
DRAIN
N: 648647.35
E: 1134791.60
EL: 4642
DRAIN
N: 648680.40 E: 1134825.76
EL: 4640
N: 648610.89 E: 1134867.36
EL: 4645
N: 648688.19 E: 1134924.44
EL: 4644
#20
#18
#17
#16
#15
#14
#13
#12
#10
#9
#8
#7
#6
#5
#4
#3
#39
#41
#40
#42
#43
#2 H
O
ST
/V O
LU
N
TE
ER
SI
TE
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL/PLUMBING
ENLARGED SITE PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M1.3 36 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
ENLARGED SITE PLANA
M1.3 1" = 20'
SCALE IN FEET
20' 40'10'0'
MATCHLINE - SEE SHEET M1.4 FOR CONTINUATION
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T M
1.
FO
R
C O
N
TI
N U
AT
IO
N
R B
R
B
GENERAL NOTES: LEGEND:
W
R
B
1. REF SPECIFICATION 331116 WATER DISTRIBUTION FOR PIPING SYSTEM CONSTRUCTION AND MATERIALS.
A. HDPE PIPE AND FITTINGS U/G POTABLE WATER.
B. PVC PIPE AND FITTINGS PUMP HOUSE WATER AND DISINFECTION FEED SYSTEM.
C. GALVANIZED CARBON STEEL - HYDRANT A/G PIPING.
2. REF SPECIFICATION 331219 WATER HYDRANTS
3. REF SPECIFICATION 223000 PLUMBING EQUIPMENT.
4. REF SPECIFICATION 332600 DISINFECTION FEED SYSTEM.
5. WATER LINE LOCATIONS TO BE STAKED IN FIELD BY THE CONTRACTOR AND APPROVED BY CONTRACTING
OFFICER.
6. COORDINATE WITH CONTRACTING OFFICER FOR MINOR SHIFTS IN WATER LINE ROUTING TO AVOID MAJOR
VEGETATION OR EXISTING SITE CONDITIONS.
7. ALL DRAIN TO DAYLIGHT LATERALS TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
8. UNLESS OTHERWISE NOTED:
A. ALL MAIN RUNS ARE 2" HDPE SDR11 PIPE MATERIAL.
B. ALL LATERALS TO HYDRANTS ARE 1" HDPE SDR11 PIPE MATERIAL.
9. SITE COORDINATES/ELEVATIONS ARE ESTIMATED AND SHOULD BE VERIFIED BY CONTRACTOR.
10. ALL FILL VALVES AND DRAIN VALVES TO BE MARKED WITH BROWN CARSONITE POST WITH 8" COLORED
STICKER ON TOP. FILL VALVES TO BE MARKED RED AND DRAIN VALVES TO BE MARKED BLUE.
EXAMPLE SHUTOFF VALVE
MARKER POST
(SEE NOTE 10)
6"
6"
6"
W
M
6"
9"
6"
6"
6"
9"
9"
6"
9"
9"
9"
9"
9"
9"
6"
6"
9"
9"
9"
9"
9"
6"
6"
9"
9"
9"
6"
" 18
9"
9"
9"
9"
" 18
9"
6"
"12
9"
9"
9"
6"
9"
9"
.4
F.
F.
E.
E E
T
P-UG
P-UG
P-UGP-UG
P-UG
P-UGP-UGP-UGP-UG
P- U
G
P- U
G
6"
6" 6"
6"
.28 F.
F.E
W
M
9"
6"
6"
9"
9"
9"
9"
9"
6" 9"
6"
6"
6"
9"
"15
6"
9"
6"
6"
6"
9"
9"
6"
6"
9" 9"
9"
9"
9"
6"
9"
6"
6"
9"
9"
6"
6"
9"
9"
9"
.4
F.
F.
E.
E E
W
M
E ET
W
W
W
W
P-UG
P-UG
P-UGP-UG
P-UGP-UGP-UGP-UGP-UG
P- U
G
P- U
G
P- U
G
P-U G
P-UG
P-UG
P-UG
P-
UG
P-
UG
P-
UG
P- U
G
P- U
G
P- U
G
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
H2 HYDRANT
N: 648913.39
E: 1134551.46
EL: 4664
DRAIN
N: 648919.07
E: 1134583.67
EL: 4663
#25
#26
#27
#28
#24
#31
#30
#29
#32
#33
#23
#21
#22
#44
#20
#19
#18
#17
#41
#42
#43
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL/PLUMBING
ENLARGED SITE PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M1.4 37 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
ENLARGED SITE PLANA
M1.4 1" = 30'
SCALE IN FEET
30' 60'15'0'
MATCHLINE - SEE SHEET M1.3 FOR CONTINUATION
M
AT
C H
LI
N
E
- S
EE
S
H
EE
T M
1.
FO
R
C O
N
TI
N U
AT
IO
N
R
B
B R
R
GENERAL NOTES: LEGEND:
WATER PIPE
HYDRANT
COORDINATE CALLOUT WITH ELEVATION
SEPTIC VAULT
WATER SHUTOFF VALVE W/ CARSONITE
POST (RED)
WATER SHUTOFF VALVE W/ CARSONITE
POST (BLUE)
W
R
B
EXAMPLE SHUTOFF VALVE
MARKER POST
(SEE NOTE 10)
1. REF SPECIFICATION 331116 WATER DISTRIBUTION FOR PIPING SYSTEM CONSTRUCTION AND MATERIALS.
A. HDPE PIPE AND FITTINGS U/G POTABLE WATER.
B. PVC PIPE AND FITTINGS PUMP HOUSE WATER AND DISINFECTION FEED SYSTEM.
C. GALVANIZED CARBON STEEL - HYDRANT A/G PIPING.
2. REF SPECIFICATION 331219 WATER HYDRANTS.
3. REF SPECIFICATION 223000 PLUMBING EQUIPMENT.
4. REF SPECIFICATION 332600 DISINFECTION FEED SYSTEM.
5. WATER LINE LOCATIONS TO BE STAKED IN FIELD BY THE CONTRACTOR AND APPROVED BY CONTRACTING
OFFICER.
6. COORDINATE WITH CONTRACTING OFFICER FOR MINOR SHIFTS IN WATER LINE ROUTING TO AVOID MAJOR
VEGETATION OR EXISTING SITE CONDITIONS.
7. ALL DRAIN TO DAYLIGHT LATERALS TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
8. UNLESS OTHERWISE NOTED:
A. ALL MAIN RUNS ARE 2" HDPE SDR11 PIPE MATERIAL.
B. ALL LATERALS TO HYDRANTS ARE 1" HDPE SDR11 PIPE MATERIAL.
9. SITE COORDINATES/ELEVATIONS ARE ESTIMATED AND SHOULD BE VERIFIED BY CONTRACTOR.
10. ALL FILL VALVES AND DRAIN VALVES TO BE MARKED WITH BROWN CARSONITE POST WITH 8" COLORED
STICKER ON TOP. FILL VALVES TO BE MARKED RED AND DRAIN VALVES TO BE MARKED BLUE.
4' -7
GRADE
RINGS
FINISHED GRADE
ASTM 3034 4" PVC
W/ GASKETED JOINTS
FROM HOST HOOK-UP
GASKETED JOINT
WITHIN 5 FT.
OF SEWAGE VAULT
4"x4"x4" TEE
ASTM 3034 PVC
W/SOLVENT WELD
JOINTS
10"
6"
4"
4"
12'-8"
5' -1
0"
MASTIC JOINT SEALANT
BETWEEN FRAME AND GRADE RINGS
MASTIC JOINT SEALANT
BETWEEN ALL CONCRETE
(GRADE RINGS, TANK SECTIONS)
MONOLITHIC CONCRETE TANK
1' -4
GROUT FRAME TO SEWAGE VAULT
W/NON-SHRINK GROUT
6"
6" DEPTH
AGGREGATE BASE
NOTE
BACKFILL WITH
COMMON BACKFILL
MATERIAL
1'-0"
MIN.
EACH
SIDE
2' MIN COVER
CAP OUTLET OF
SEWAGE VAULT
HIGH WATER
LEVEL
HIGH-HIGH WATER
LEVEL
HIGH-HIGH WATER
LEVEL, AUDIBLE
HIGH WATER
LEVEL, VISUAL
ALUMINUM FRAME AND COVER
LABELED W/"SEWER"
SET COVER 1" ABOVE FINISHED GRADE
ELEVATION TO BE SET BY CO
CONFINED SPACE SIGN SHALL BE PERMANENTLY INSTALLED ON LID NOTE 1
NOTE 1
12'-8"
6' -8
Ø2'-0"
4" PVC FROM
HOST SEWER HOOK-UP
Ø0'-1" B
M5.0
CLEANOUT BODY AND
PVC THREADED PLUG
BRASS SASH CHAIN W/
THREADED SHOULDER PATTERN
EYE-BOLT SECURED W/ WASHER IN CONCRETE
AND WASHER & S.S. NUTS IN PVC PLUG
EYE BOLT SHALL TURN FREELY IN PLUG
45°
2'-0" SQUARE
6" 6"
4" PVC
CONCRETE
BASE
2' -6
" M
IN
1'-3"
1% SLOPE MINIMUM TO
SEWAGE VAULT INLET
ELEV. TOP OF
SLAB TO BE
APPROVED BY C.O.
INV. EL. TO BE
APPROVED BY C.O.
SLOPE TO DRAIN
TOWARDS PIPE
2'-0"
6"
2'-0"
CONCRETE BASE
CLEANOUT BODY AND
BASE PLUG (THREADED)
SLOPE CONCRETE
TO DRAIN TOWARDS
INLET
RETRACTABLE
HANDLE
R1'-0
SEWER
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL DETAILS
NEW SEWAGE VAULT
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M5.0 38 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
2000 GALLON PRE CAST CONCRETE SEWAGE VAULT PLANA
M5.0 NO SCALE
2000 GALLON PRE CAST CONCRETE SEWAGE VAULT SECTIONB
M5.0 NO SCALE
HOST SEWER HOOK-UPC
M5.0 NO SCALE
SEWAGE VAULT COVER DETAILD
M5.0 NO SCALE
NOTES
1. INDICATORS SHALL BE IN FULL VIEW OF HOST SITE.
WITH BOTH VISUAL AND AUDIBLE ALARMS.
- FOR HIGH WATER LEVEL (VISUAL ALARM)
- FOR HIGH-HIGH WATER LEVEL (AUDIBLE ALARM).
- EXISTING MECH FLOAT ASSY SHALL BE ABANDONED
IN PLACE.
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL DETAILS
PUMPHOUSE WATER
METER AND
DISINFECTION PIPING
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M5.1 39 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
CHLORINE SOLUTION TANK WITH CHEMICAL METERING PUMP
1" WATER METER
1" SCH 80 PVC
1" HDPE TO STORAGE TANK
1" HDPE FROM WELL
1" PVC BALL VALVE
CHEMICAL INJECTOR FITTING TO BE INSTALLED IN VERTICAL POSITION INTO BOTTOM OF PIPE
PRESSURE GAGE
SMOOTH NOZZLE SAMPLE SPIGOT
AIR RELIEF VALVE
BRONZE CHECK VALVE
HDPE TO PVC COUPLER
PIPE SUPPORT
6" DIA. HOLE IN FLOOR SLAB, FILL ANNULAR SPACE WITH FOAM, TYP.
6" PIPE SLEEVE THROUGH CONCRETE SLAB (TYP.) FILL ANNULAR SPACE WITH FOAM
UNION, TYP.
6" DIA HOLE IN FLOOR SLAB FOR 1" HDPE PIPE AND 1" ELECTRICAL CONDUIT, FILL ANNULAR SPACE WITH FOAM, TYP.
KEYED NOTES: XX
SLOPE PIPES TO DRAIN IN DIRECTION OF ARROWS, TYP.
DIRECTION OF FLOW
KEY:
11 13
PLUMBING PLANA
M5.1 NO SCALE
PLUMBING ISOMETRICB
M5.1 NO SCALE
14 6 11 15 8 6
8'-0"1'-0"
1'-4"
PLUMBING DETAILC
M5.1 NO SCALE
PI
8 6
5" MIN. 10" MIN.
3'-6"
6" CUTOUT6" CUTOUT
CUTOUT ℄
C U
TO
U
T
C U
TO
U
T
8"
2'-4"
1'-2"1'-2"
FRONT 4x8 TREATED
LANDSCAPE TIMBER, S4S
3' -0
4x8 POST WITH 2"x2" NOTCH CUT FOR PIPE
1" DIA. HOLE FOR PIPE
FINISHED GRADE
6 CARRIAGE BOLTS
COUNTERSINK BOLT
2" DIA. HOLE FOR
HOSE BIB
TOP OF POST
AT BACK
2"
3' -2
FINISHED GRADE 1'
-1
1"
1' -3
BACK BOARD ABOVE
GROUND ONLY
2" DIA. ACCESS
FOR HOSE BIB
6 CARRIAGE BOLTS
1' -1
1"
1"
3"
HYDRANT NOTES:
THREE DIFFERENT TYPES OF HYDRANTS WILL BE USED.
H1 HAWS SELF CLOSING FAUCET ONLY.
H2 HAWS SELF CLOSING FAUCET AND THREADED HOSE.
BIB WITH TEE KEY INCLUDING VACUUM BREAKER.
H3 HOSE BIB WITH TEE KEY AND VACUUM BREAKER.
H2 HYDRANTS WILL BE PLACED AT ALL TOILET LOCATIONS,
H3 HYDRANTS WILL BE PLACED ONLY AT THE HOST SITE, AND
THE H1 HYDRANTS WILL BE USED AT ALL OTHER HYDRANT
LOCATIONS.
EXACT LOCATIONS OF HYDRANTS WILL BE STAKED IN THE
FIELD.
CAMPGROUND HYDRANT PLAN DETAILC
5.2
ROUTED PIPE CASED
5.2
CAMPGROUND HYDRANT SIDE VIEWE
5.2
REAR 4x8 TREATED
LANDSCAPE TIMBER, S4S
HOSE BIB
2' -6
"FAUCET
H1 HYDRANT DETAILG
5.2
FAUCET
NOTE: H1 HYDRANTS WILL
BE INSTALLED AT
ALL OTHER LOCATIONS
H2 HYDRANT DETAILH
5.2
FAUCET
THREADED HOSE BIB
NOTE: H2 HYDRANTS WILL
BE INSTALLED AT
TOILET LOCATIONS
H3 HYDRANT DETAILI
5.2
THREADED HOSE BIB
NOTE: THE H3 HYDRANT
WILL BE INSTALLED AT THE
HOST SITE ONLY
COUNTERSINK
GALV. NUT
AND WASHER
MIN. 1"
3/8" DIA.x 6 1/2"
HOT DIP GALV.
CARRIAGE BOLT
1"
POST BOLT DETAILF
5.2
SEE PLAN DETAIL
THIS SHEET
2.5 GPM FLOW CONTROL
HOSE BIB W/
TEE KEY
VACUUM BREAKER
W/ MANUAL DRAIN
TWO 4x8 TREATED LANDSCAPE TIMBER POSTS, S4S
1' -6
2' -4
" 3' -0
2.5" RADIUS
HAWS SELF-CLOSING FAUCET
W/FLOW RESTRICTOR
MODEL 6252 EHLF OR APPROVED EQUAL
6' -0
6'-0"
PAD SHALL SLOPE TO DRAIN TOWARDS
SIDE OF HYDRANT, MIN. 2% GRADE
4"UNION 4" MIN.
ABOVE GRADE
2%
5' +/-
1" PE, SLOPE TO DRAIN
45° ELBOW, TYP.
GSP/PE COMPRESSION
FITTING
1/2" GSP
CONCRETE PAD WITH #4
REBAR ON 12" O.C.
6" TYP BOTH
DIRECTIONS
18" TYP BOTH DIRECTIONS
3" TYP BOTH
DIRECTIONS
SECTION OF CAMPGROUND HYDRANTA
5.2
CONCRETE HYDRANT PADB
5.2
E 5.2
SURROUND GRAVEL SIDE
WITH LANDSCAPING
TIMBER
CURB STOP VALVE
5"
3'x3'x6" GRAVEL.
GRAVEL SPLASH AREA. NOT
REQUIRED IF HYDRANT POST IS
LOCATED IN ASPHALT OR
HYDRANT HAS NO HOSE BIBB.
3" TYP. 3"
ATTACH PIPE TO
POST WITH
PIPE STRAPS
3' -0
3' -0
3'-0"
5" CONCRETE SLAB, LIGHT
BROOM FINISH
#4 REBAR STEEL REINFORCEMENT,
CENTER IN SLAB, 18" O.C. EACH WAY
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL DETAILS
HYDRANT DETAILS
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M5.2 40 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
TYPE DESCRIPTION LOCATION QUANTITY
H2 HAWS SELF CLOSING FAUCET, THREADED HOSE
BIBB AND VACUUM BREAKER ALL TOILETS 3
H3 HOSE BIBB WITH TEE KEY AND VACUUM BREAKER HOST & VOLUNTEER SITES 4
2%2%
6"
TRANSITION FITTING,
HDPE TO GSP
CURB BOX
LID WITH BOLT
GSP
CURB STOP
5'-0" 5'-0"
GSP
STATIONARY ROD
TRANSITION FITTING,
HDPE TO GSP
24" DIA x6" THICK FORMED CONCRETE
PAD WITH SCRIBED DIRECTION IN
CONCRETE FOR OPEN/CLOSE, LIGHT
BROOM FINISH
VA
R
IE
S
D
D
1' -0
*** 2'-0" MIN. COVER OVER WATER LINE
2'-0" MIN. COVER OVER ELECTRICAL
UTILITY LINE DEPTHS
6" MIN. BEDDING WHEN
REQUIRED, SEE
SPECIFICATIONS
SELECT BACKFILL
DETECTABLE WARNING
TAPE, 12" ABOVE TOP
OF WATER LINE
BACKFILL
D + 2'-0"
MAX.
WIDEN TRENCH
AS NEEDED
ABOVE PIPE FOR
WORKER SAFETY
WATER LINE
TRACER WIRE INSTALLED ABOVE
WATER LINE, SEE TRENCH
SPECIFICATION
VA
R
IE
S
D 1'
-0
6" MIN. BEDDING WHEN
REQUIRED, SEE
SPECIFICATIONS
SELECT BACKFILL
DETECTABLE WARNING TAPE,
8" BELOW GRADE OVER ALL
UTILITY LINES
BACKFILL
D1 + D2 + D3 + 3'-0"
MAX.
WIDEN TRENCH
AS NEEDED
ABOVE PIPE FOR
WORKER SAFETY
WATER LINE
ELECTRICAL CONDUIT
6"
1'-0" 1'-0"
6"
8"
NOTE
THE LAST 10 FT. OF DRAIN
LINE SHALL BE GALVANIZED
STEEL PIPE
6" A
IR
G
AP
EXISTING GRADE
3 CY OF STONE
RIPRAP
EXCAVATE BELOW DRAIN OUTLET
TO PROVIDE 6" AIR GAP, GRADE
OUTLET TO DRAIN
ZINC PLATED SUCTION STRAINER W/
304 SS 24 MESH SCREEN COVER
AND SS HOSE CLAMP
TRANSITION FITTING,
HDPE TO GSP
1" HDPE GSP
GSP SLOPE TO
DRAIN 1% MIN.
0'-4 1/2" +/- 0'-1 1/2"
DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL DETAILS
MISCELLANEOUS
UTILITY DETAILS
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M5.3 41 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
CURB STOP (VALVES 2" AND SMALLER)
NO SCALE
A TYPICAL SINGLE UTILITY TRENCH
M5.5 NO SCALE
B TYPICAL MULTIPLE UTILITY TRENCH
M5.5 NO SCALE
D M5.5
C DAYLIGHT DRAIN DETAIL
U3.1 NO SCALE
DUMPSTER
DUMPSTER
D U
M
PSTER
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6" 9"
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6"
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6"
9"
9"
9"
9"
9"
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9"
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" 12
9"
6"
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9"
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9"
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" 18
9"
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9"
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9"
9"
9"
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6"
9"
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F.
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P-UG
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P-UGP-UGP-UGP-UG
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6"
6"
9"
9"
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" 15
H3 HYDRANT
N: 648625.37
E: 1134790.98
EL: 4644
H3 HYDRANT
N: 648680.59
E: 1134854.96
EL: 4642
DRAIN
N: 648647.35
E: 1134791.60
EL: 4642
DRAIN
N: 648680.40
E: 1134825.76
EL: 4640
N: 648610.89 E: 1134867.36
EL: 4645
N: 648688.19 E: 1134924.44
EL: 4644
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DATENO. REVISION / ISSUE
UNITED STATES
DEPARTMENT OF AGRICULTURE
FOREST SERVICE
MECHANICAL/PLUMBING
BID OPTION
SITE PLAN
R2
ROCKY MOUNTAIN REGION
PACTOLA
CAMPGROUND
LOOP B
RECONSTRUCTION
BLACK HILLS
NATIONAL FOREST
MYSTIC RANGER DISTRICT
JR
SR
05.28.2025
M6.0 42 52
550 East St. Louis Street Springfield, MO 65806 Olsson - Engineering South Dakota COA #C-159 olsson.com
TEL 417.890.8802
1343 SOUTH 75TH STREET
OMAHA NE 68124
744 Horizon Court, #135 Grand Junction, CO 81506 Citrine - Engineering South Dakota COA #FL269825 citrinellc.com
TEL 303.325.3460
SCALE IN FEET
40' 80'20'0'
GENERAL NOTES:
1. REF SPECIFICATION 331116 WATER DISTRIBUTION FOR PIPING SYSTEM CONSTRUCTION AND
MATERIALS.
A. HDPE PIPE AND FITTINGS U/G POTABLE WATER.
B. PVC PIPE AND FITTINGS PUMP HOUSE WATER AND DISINFECTION FEED SYSTEM
C. GALVANIZED CARBON STEEL - HYDRANT A/G PIPING.
2. REF SPECIFICATION 331219 WATER HYDRANTS.
3. REF SPECIFICATION 223000 PLUMBING EQUIPMENT.
4. REF SPECIFICATION 332600 DISINFECTION FEED SYSTEM.
5. WATER LINE LOCATIONS TO BE STAKED IN FIELD BY THE CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
6. COORDINATE WITH CONTRACTING OFFICER FOR MINOR SHIFTS IN WATER LINE ROUTING TO AVOID
MAJOR VEGETATION OR EXISTING SITE CONDITIONS.
7. ALL DRAIN TO DAYLIGHT LATERALS TO BE STAKED IN FIELD BY CONTRACTOR AND APPROVED BY
CONTRACTING OFFICER.
8. WATER/SEWER - 10 FT SEPARATION REQUIRED BETWEEN WATER AND SEWER LINES AND
HOOK-UPS.
OPTION 1
PACTOLA MECHANICAL BID OPTIONS
OPTION # DESCRIPTION
1 ADDITIONAL HOST/VOLUNTEER
SITE IMPROVEMENTS
OPTIONS LISTED ABOVE SHALL BE COORDINATED WITH ALL OTHER DISCIPLINE
SHEETS. REFERENCE DWG. C7.0, S6.0, AND E7.0.
R
B
B
R
| Part 8_PACTOLA CAMPGROUND_A & S.pdf |
| Sheets and Views |
| S0.1-S0.1 |
| S1.1-S1.1 |
| S1.1-S6.0 |
| S2.0-S2.0 |
| Part 9_PACTOLA CAMPGROUND_MD & M1.pdf |
| Part 10_PACTOLA CAMPGROUND_M5.pdf |
| Part 11_PACTOLA CAMPGROUND_M6.pdf |
File details come from the government source that posted it. Updated .