Attach 6. Plans Section C1_C5 Site Plans 2Feb2026.pdf
PDF 14 MB Posted
- Attached to
- Pactola Loop B Campground Reconstruction Project
- Solicitation number
- 1240LT26Q0010
- Issued by
-
Department of Agriculture Forest Service
About this file
Summary of Pactola Campground Loop B Reconstruction Construction Documents
This document set comprises 100% completion-level design and construction drawings for the Pactola Campground Loop B Reconstruction project located in the Black Hills National Forest, Mystic Ranger District, South Dakota. The project is managed by the United States Department of Agriculture Forest Service, Rocky Mountain Region (R2). The design team includes Olsson - Engineering (South Dakota COA #C-159, based in Springfield, Missouri) and Citrine LLC - Engineering (South Dakota COA #FL269825, based in Grand Junction, Colorado). The drawings are dated 05.28.2025 and include a comprehensive set of construction plans covering demolition, site layout, grading, drainage, erosion control, and detail specifications.
The project involves substantial campground infrastructure improvements including demolition of existing structures, grading and site preparation across approximately 6.11 disturbed acres of a 10.69-acre total site area, installation of new parking areas with specific stall dimensions (multiple configurations ranging from 9'×20' to 10'×25'), development of living areas and tent pads with gravel and timber framing, installation of utility lines (water and electrical), site furnishings (picnic tables, fire rings, signage, yard hydrants), dumpster pads, new toilet buildings, a pump house, and associated roadway improvements. The contractor is responsible for all demolition, grading, utility coordination, erosion control (including compost filter socks, construction entrances, and temporary seeding), and restoration. Specific requirements include maintaining erosion control devices throughout construction, proper handling of hazardous materials, tree protection measures, compaction standards (95% maximum density per ASTM-D698 for roadway backfill), concrete specifications (minimum 4000 PSI compressive strength, air-entrained), and coordination with the contracting officer and Forest Service for approvals and inspections.
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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
SCALE IN FEET
60' 120'30'0'
C1.0
CRW
CRW
GENERAL
LAYOUT
EXIST. TOILET BLDG.
PROP. TOILETS
PROP. TOILETS
PACTOLA CAMPGROUND
ROAD ENTRANCE
EXIST. TOILET BLDG
1. CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE PLANS (APPROVED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE) AND ONE (1) COPY OF THE APPROPRIATE DESIGN AND CONSTRUCTION STANDARDS & SPECIFICATIONS AT THE SITE AT ALL TIMES.
2. ALL REFERENCES CONTAINED WITHIN THESE PLANS TO THE OWNER'S ENGINEER ARE HEREBY REFERENCED OLSSON.
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 CALL BEFORE YOU DIG", AND COORDINATE FIELD LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING
GRADING ACTIVITIES. !!STOP!! CALL BEFORE YOU DIG!!
4. UTILITIES AS SHOWN WERE OBTAINED FROM INFORMATION INDICATED ON THE SURVEY OR BY FIELD OBSERVATION. CONTRACTOR SHALL FIELD VERIFY ALL HORIZONTAL AND VERTICAL LINES AND GRADES OF EXISTING UTILITIES PRIOR TO THE CONSTRUCTION OF IMPROVEMENTS. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY UPON DISCOVERY OF A DISCREPANCY BETWEEN THE CONTRACT DRAWINGS AND ACTUAL
FIELD CONDITIONS.
5. CONTRACTOR SHALL NOT CHANGE OR DEVIATE FROM THE PLANS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.
6. CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL PERMITS AND PAY ALL FEES AS REQUIRED BY THE CONSTRUCTION COVERED IN THESE PLANS.
7. ALL WORK AND MATERIALS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE CONTRACTING OFFICER.
8. ANY ESTIMATES OF QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL QUANTITIES. CONTRACTOR SHALL PROVIDE ALL WORK AND MATERIALS TO COMPLETE CONSTRUCTION AS SHOWN ON PLANS.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF THE RIGHT-OF-WAY AND FOR DAMAGED IMPROVEMENTS SUCH AS CURBS, SIDEWALKS, ETC. DAMAGED IMPROVEMENTS SHALL BE REPAIRED TO THE ORIGINAL CONDITION AND AS DIRECTED BY THE CONTRACTING OFFICER.
10. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY EXISTING STREET, CURB AND GUTTER, SIDEWALK, DRIVEWAYS OR STRUCTURE UNLESS
SHOWN TO BE REMOVED.
11. ALL WORK WITHIN DESIGNATED PROJECT AREA SHALL CONFORM TO THE REQUIREMENTS SET FORTH BY THE THE UNITED STATES DEPARTMENT OF
AGRICULTURE FOREST SERVICE, UNLESS OTHERWISE NOTED.
12. ALL TRAFFIC CONTROL SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
13. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. CONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTING OFFICER OF DISTURBANCE OR DAMAGE TO ANY PROPERTY CORNERS OR SURVEY MONUMENT. PROPERTY CORNER DISTURBED OR DAMAGED BY GRADING ACTIVITIES SHALL BE RESET BY A USDA FS PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF SOUTH DAKOTA, AT THE CONTRACTORS
EXPENSE.
14. CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL EARTHWORK QUANTITIES. CONTRACTOR SHALL PROVIDE ALL
WORK AND MATERIALS AS SHOWN TO COMPLETE CONSTRUCTION SHOWN ON PLANS.
15. THE CONTOUR LINES, SPOT ELEVATIONS AND BUILDING FLOOR ELEVATIONS SHOWN ARE TO FINISH GRADE FOR TOP OF PAVEMENT, SIDEWALKS, CURBS AND FLOOR SLABS, ETC. REFER TO TYPICAL SECTIONS FOR PAVING, SLAB AND AGGREGATE BASE THICKNESS TO DEDUCT FOR GRADING LINE
ELEVATIONS.
16. CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET HORIZONTAL.
17. THE CONTRACTOR SHALL GRADE LANDSCAPED AREAS AT A MIN. OF 1% TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND SIDEWALKS
WHEN FINISH LANDSCAPE MATERIALS ARE IN PLACE, UNLESS SPECIFIED OTHERWISE.
18. ALL BACKFILL SHALL BE TAMPED. BACKFILL WITHIN THE ROADWAY SHALL BE COMPACTED TO 95% MAX. DENSITY AS PER ASTM-D698 (STANDARD
PROCTOR COMPACTION).
19. THE CONTRACTOR IS RESPONSIBLE FOR ATTENDING TO AND CORRECTING UNSUITABLE SOIL CONDITIONS RELATED TO, WET SOILS AND OTHER
CONDITIONS. THE UNSUITABLE CONDITIONS MUST BE CORRECTED TO MEET PROJECT NEEDS.
20. ALL EXTERIOR CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PSI AND BE AIR ENTRAINED.
21. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE STREETS IN THE VICINITY OF THE JOB SITE CLEAN AND FREE OF ROCKS, SOIL/MUD AND
DEBRIS DURING ALL PHASES OF CONSTRUCTION.
22. CONTRACTOR SHALL CLEAN OUT ALL EXISTING AND PROPOSED INLETS, PIPES AND MANHOLES OF DEBRIS AND SEDIMENTATION AT COMPLETION OF SITEWORK. THIS WORK SHALL BE DONE TO THE SATISFACTION OF THE UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE.
23. CONTRACTOR SHALL RETAIN FLOATABLE WIND BLOWN MATERIALS ON SITE BY STORING ALL TRASH AND BUILDING MATERIAL WASTE IN ENCLOSURES UNTIL PROPER DISPOSAL AT AN OFF-SITE FACILITY. CONTRACTOR TO CHECK ADJACENT AREAS DAILY AND PICK UP CONSTRUCTION WASTE MATERIALS
AND DEBRIS THAT HAVE BLOWN OR WASHED OFF-SITE.
24. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BERMS, SILT FENCES, OR OTHER MEANS TO PREVENT ERODED MATERIALS FROM REACHING THE PUBLIC RIGHT-OF-WAY AND ADJACENT PROPERTIES. IN THE EVENT THE PREVENTION MEASURES ARE NOT EFFECTIVE, THE CONTRACTOR SHALL REMOVE ANY DEBRIS, SILT, OR MUD AND RESTORE THE STREETS TO ORIGINAL OR BETTER CONDITION.
25. CONTRACTOR SHALL BE RESPONSIBLE TO CONTROL DOWNSTREAM EROSION AND SILTATION DURING ALL PHASES OF CONSTRUCTION. EROSION
CONTROL PROCEDURES SHALL BE IN PLACE PRIOR TO BEGINNING GRADING ACTIVITIES.
26. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ACCESS TO THE PROJECT SITE AT ALL TIMES. GATE SHALL BE LOCKED AT ALL TIMES TO
PREVENT PUBLIC ENTRY.
27. CONSTRUCTION ACCESS TO THE SITE SHALL BE LIMITED TO THE APPROVED TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON SHEET C5.0.
28. TEMPORARY CONSTRUCTION ENTRANCE SHALL HAVE SHOT ROCK FOR ITS SURFACE.
29. EROSION CONTROL DEVICES SHALL BE MAINTAINED DURING THE WHOLE CONSTRUCTION PERIOD BY THE CONTRACTOR.
30. CONTRACTOR SHALL PROTECT ANY STORM INLETS FROM SEDIMENT THAT TAKE STORM WATER FROM THE AREA OF CONSTRUCTION.
31. ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLANS.
GENERAL NOTES:
NOTE:
OLSSON DID NOT PERFORM ANY BOUNDARY OR TOPOGRAPHIC SURVEY.
ALL EXISTING SURVEY INFORMATION WAS PROVIDED BY USFS.
EXIST. TRAILHEAD
PROP. PUMP HOUSE
FLOODPLAIN
BOUNDARY
FLOODPLAIN
BOUNDARY
LEGEND
PROPERTY LINE
EXISTING CONTROL POINT
EXISTING POWER POLE
PROPOSED DUMPSTER PAD
PROPOSED LIVING AREA PAD
PROPOSED TENT PAD
PROPOSED PICNIC TABLE
PROPOSED FIRE RING
DUMPSTER
PROP. OVERFLOW
TRAILER PARKNIG
PROP. TRAIL HEAD
EXISTING SIGN
EXISTING TREE
EXISTING STUMP
NO CONSTRUCTION ZONE.
CONTRACTOR SHALL NOT
OPERATE ANY CONSTRUCTION
ACTIVITIES WITHIN THIS AREA
W PROPOSED WATER LINE
E PROPOSED ELECTRICAL LINE
EXIST. PUMP HOUSE
NOTE:
LOCATION OF PICNIC TABLES, FIRE RINGS, KIOSKS, FEE
TUBES AND DUMPSTERS ARE FOR REFERENCE ONLY.
CONTRACTOR IS NOT RESPONSIBLE FOR INSTALLATION.
FOREST SERVICE TO FURNISH AND INSTALL.
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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
SCALE IN FEET
40' 80'20'0'
C1.1
CRW
CRW
DEMOLITION
PLAN
EXIST. TOILET BLDG.
PACTOLA CAMPGROUND
ROAD ENTRANCE
LIMITS OF CONSTRUCTION/DEMOLITIONLOD
DEMOLITION LEGEND
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 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 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 OF THE SYSTEM IN ACCORDANCE WITH CITY, COUNTY, STATE, AND FEDERAL LAW 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.
14. OWNER HAS FIRST RIGHT OF REFUSAL OF ALL MATERIALS REMOVED FROM THE SITE.
DEMOLITION NOTES:
LEGEND
W EXIST. WATER PIPE
P-UG EXIST. UNDERGROUND POWER
SD EXIST. STORM SEWER PIPE
SITE BENCHMARK
EXIST. TREE TO REMAIN
DEMOLITION KEYNOTES:
EXIST. ASPHALT PAVEMENT TO BE REMOVED
EXIST. ASPHALT SIDEWALK OR PAVEMENT TO BE REMOVED
* CONTRACTOR TO USE CAUTION WHEN WORKING AROUND AND CROSSING EXIST. UTILITIES.
REFER TO MEP PLANS FOR UTILITIES TO BE REMOVED AND REPLACED/INSTALLED
** EXIST. TREES OR BUSHES TO BE REMOVED
EXIST. 15" CMP PIPE TO BE REMOVED AND REPLACED
(SEE SHEETS C3.1-C3.3 FOR REPLACEMENT SIZES AND LOCATION)
EXIST. PICNIC TABLE OR BENCH TO BE REMOVED AND DISPOSED
EXIST. FIRE RING TO BE REMOVED AND DISPOSED
* CONTRACTOR TO USE CAUTION WHEN WORKING AROUND EXIST. BUILDINGS. REFER TO
MEP PLANS FOR EXISTING BUILDINGS TO BE UPDATED/RENOVATED
EXIST. GRILL TO BE REMOVED AND DISPOSED
EXIST. CONC. PAVEMENT TO BE REMOVED AND DISPOSED
EXIST. TREE STUMP TO REMAIN
EXIST. TREES STUMP TO BE REMOVED
NOTE:
OLSSON DID NOT PERFORM ANY BOUNDARY OR TOPOGRAPHIC SURVEY.
ALL EXISTING SURVEY INFORMATION WAS PROVIDED BY USFS.
* CONTRACTOR TO REFER TO MEP SHEETS FOR ALL UTILITIES AND
ASSOCIATED UTILITY WORK TO BE REMOVED AND REPLACED
** ALL EXISTING TREES AROUND DISTURBED AREAS THAT ARE NOT MARKED
TO BE REMOVED SHALL BE PROTECTED (SEE DETAIL ON SHEET C5.1).
CONTRACTOR SHALL FLAG ALL TREES FOR REMOVAL AND FOREST SERVICE
SHALL APPROVE PRIOR TO REMOVAL
EXIST. CONCRETE PAVEMENT TO BE REMOVED
PROTECT EXIST.
TOILET BLDG.
11 EXIST. SIGN TO BE REMOVED AND DISPOSED
12 EXIST. BOULDER TO BE SALVAGED/RELOCATED. CONTRACTOR TO
COORD. W/ OWNER FOR RELOCATION
13 EXIST. CONC. PARKING BLOCKS TO BE REMOVED
EXIST. FENCE POST TO BE REMOVED AND DISPOSED
6 6
13 TYP.
13 TYP.
13 TYP.
13 TYP.
13TYP.
13TYP.
13 TYP.
13 TYP.
TYP.
13 TYP.
NO CONSTRUCTION ZONE
14 EXIST. SEPTIC VAULT TO BE REMOVED AND DISPOSED.
COORDINATE WITH MEP PLANS FOR DETAILS
2 EXIST. ASPHALT SIDEWALK TO BE REMOVED
EXIST. RETAINING WALL TO
BE PROTECTED IN PLACE.
CONTRACTOR SHALL USE
CAUTION WHILE WORKING
AROUND RETAINING WALL
CONTRACTOR SHALL COORDINATE
W/ FOREST SERVICE FOR TRAFFIC
CONTROL TO LOOP A DURING
CONSTRUCTION
15 EXIST. PUMP HOUSE TO BE REMOVED. CONTRACTOR TO COORD.
W/ MEP PLANS FOR SERVICE TO LOOP A AND C
16 EXIST. SHED TO BE REMOVED
EXIST. RETAINING WALL TO
BE PROTECTED IN PLACE.
CONTRACTOR SHALL USE
CAUTION WHILE WORKING
AROUND RETAINING WALL
STUMP REMOVAL
R. ZACHER.
01/15/2026
AutoCAD SHX Text 1/16/26 14:50 DAVIDLEHMAN C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG; 14:50 DAVIDLEHMAN C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG;14:50 DAVIDLEHMAN C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG; DAVIDLEHMAN C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG;DAVIDLEHMAN C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG; C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG;C:\USERS\DAVIDLEHMAN\DOCUMENTS\SURVEYS\PACTOLA LOOP B\C-DEM01-PACTOLA_15JAN2026 SETTLE.DWG;;
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DATE
WS
O
WS
O WS
O
E
8"
M
"16
6"
"16
6"
6"
6"
6"
8"
WS
O
WS
O
WS
O
W
M
6" 9"
6"
9"
6" 6"
9"
6"
" 15
6"
9"
6"
6"
6"
9"
9"
6"
9"
9"
9"
9"
9"
" 12 "6"
9"
9"
" 12
9"
6"
9"
9"
9"
9"
9"
6"
6"
9"
9"
9"
9"
6"
9"
6"
6"
6"
6"
9"
9"
6"
6"
"9"
9"
9"
"12
6"
6"
9"
9"
9"
"15
9"
6"
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"
6"
9"
9"
9"
9"
6"
9"
9"
9"
9"9"
9"
9" 9"
9"12
6"
9"
9" 18
9"
6"
9"
E
D
E E
3' 3'
2'
T
T
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
W
W
P-UGP-UGP-UG
P-UG
P-UG
P-UG
P-UG
P-UGP-UGP-UGP-UG
P- U
G
CP
-1
CP
-2
WS
O
WS
O
WS
O WS
O
E
8"
4"
"20
" 12
"16
" 14
8"
M
8"
" 12
6"
8"
8"
6"
8"
8"
6"
8"
" 8"
" 6"
6"
6" 6"
6"
6"
8"
8"
6"
WS
O
WS
O
WS
O
W
M
9"
6"
9"
6"
6"
9"
6"
6"
9"
9"
9"
9"
9"
6" 9"
6"
6"
6"
9"
6"
6"
" 24
" 21
6"
6"
9"
9"
9"
6"
6"
9"
9"
9"
6"
6"
9"
6"
9"
9"
6"
9"
6"
9"
9"
6"
9"
9"
9"
9"
6"
6"
9"
9"
6"
6"
9"
9"
9"
9"
9"
6"
9"
6"
9"
9"
9"
9"
9"
9"
9"
6"
6"
9"
6"
"15
6"
9"
6"
6"
6"
9"
9"
6"
6"
9" 9"
9"
9"
9"
6"
9"
6"
6"
9"
9"
9"
6"
6"
9"
9"
9"
9"
9"
9"
"15
9"
9"
9"
9"
9"
9"
9"
9"
6"
E
D
E E
SD
3' 3'
3'
3'3'
5'
3'
4'
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WS
O
WS
O
WS
O WS
O
E
M
WS
O
WS
O
WS
O
W
M
E
D
E E
SD
T
W
W
W
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UGP-UGP-UGP-UG
P-
U G
P-U G
P-UG
P-UG
P-
UG
P- U
G
P-
UG
P- U
G
P-
UG
P-UG
P-UG
P-U G
W
W
W
W W
W
W
W
W
T
" 15
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
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 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
UGE
U G
E
UGE
UGE
UGE
UGE
UGE
U G
E
UGEUGE
UGE
UGEUGE
UGE
UGE
U G
E U
G E
UGE
40'
50'
40'
30'
40'
50'
30'
30'
40'
40' 40' 50
30'
SD
50'
HO
ST
S
IT
E
VO
LU
NT
EE
R
SI
TE
H
O
ST
S
IT
E
H O
ST
S
IT
E
DUMPSTER
DUMPSTER
DUMPSTER
50'
40'
50'
40'
50'
50'
'V
OL
UN
TE
ER
S
IT
E
'V
OL
UN
TE
ER
S
IT
E
D U
M
PSTER
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
SCALE IN FEET
40' 80'20'0'
C2.3 - SITE PLAN 3 OF 3
C2.0
CRW
CRW
OVERALL
SITE PLAN
C2.0
CRW
CRW
OVERALL
SITE PLAN
LEGEND
PROPERTY LINE
EASEMENT LINE
RIGHT-OF-WAY LINE
C2.1 - SITE PLAN 1 OF 3
C2.2 - SITE PLAN 2 OF 3
EXIST. TOILET BLDG.
PROP. TOILETS
SEE MEP PLANS/DETAILS
PROP. TOILETS
SEE MEP PLANS/DETAILS
PACTOLA CAMPGROUND
ROAD ENTRANCE
EXIST. TOILET BLDG.
PROP. TRAILHEAD
PROP. OVERFLOW
TRAILER PARKING
WS
O
E
8"
6" 9"
6"
9"
6" 6"
9"
6"
" 15
9"
9"
9"
9"
9"
6"
6"
9"
9"
9"
9"
6"
9"
6"
6"
6"
6"
9"
6"
6"
"9"
9"
9"
"12
6"
6"
9"
9"
6"
E
D
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
W
W
W
W
W
W
W
P-UGP-UGP-UGP-UGP-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P- U
G
CP
-2
WS
O
WS
O
E
8"
4"
"20
" 12
"16
" 14
8"
9"
6"
9"
6"
6"
9"
9"
9"
6"
6"
9"
6"
9"
9"
6"
9"
6"
9"
9"
6"
9"
9"
9"
9"
6"
6"
9"
9"
6"
6"
9"
9"
9"
9"
6"
9"
6"
9"
9"
9"
9"
9"
9"
9"
6"
E
D
SD
SD
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
W
W
WS
O
WS
O
E
E
D
SD
SD
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UGP-UG
P-UG
P-UG
P-UG
P-UG
P-UG
W
W
W W
W
W
W
W
W
T 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
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
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
W
W
W
W
W W
W
W W
W
W W
W
W
UGE
UGE
UG
E
U G
E
U G
E
U G
E
U G
E
UGE
UGE
U G
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E
U G
E
UGE
UGEUGE
UGE
UGE
UGE
UG
E
UGE
UGEUGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
UGE
UG
E
U G
E U
G E
U G
E U
G E
UGE
UGE
UGE
UG
E
UGE
UGE
30'
SD
SD
SD
SD
HO
ST
S
IT
E
VO
LU
NT
EE
R
SI
TE
H
O
ST
S
IT
E
H O
ST
S
IT
E
DUMPSTER
50'
'V
OL
UN
TE
ER
S
IT
E
'V
OL
UN
TE
ER
S
IT
E
R 5'
R 5'
R4'
R4'
R10'
R4'
R5'
R=30.00' L=40.76'
R=84.0 0'
L=35.5 4'
13.53'
12.00'
81.98'
25.40'
R=14.00' L=21.99' 8.97'
8.97'
50.75'
.7
5'
R=35.00'
L=62.50'
1.98'1.98'
R=14.00' L=15.73'
3) S
TA
LL
S
9' X
0'
3) S
TA
LL
S
9' X
0'
69' (6) STALLS @
10' X 25'
69' (6) STALLS @
10' X 25'10'
TYP.
25' TYP.
4'
24'
24'
R=188.00' L=126.51'
R=60.00'L=63.78'
R =3 0. 00 '
L=3 9. 3 8 ' 12.00'
3.38'
13.53'
R=60.0 0'
L=22.0
6'
.4
0'
R=95.00' L=5.60'
3.18'
3)
S
TA
LL
S
9'
X
0'
3) S
TA
LL
S
9' X
0'
2) S
TA
LL
S
9' X
0'
9'
R 5'
R 5'
R=46.00' L=86.08'
15.25'
R=66.00' L=39.52'
.0
0'
R=66.00' L=26.58'15.25'
R=46.00' L=31.37'
26.72'
R=30.00' L=35.49'
R=30.00' L=58.01'
11.00'
8.00' 11.00'
15.25'R=72.00' L=32.15'
.6
8'
R=20.00' L=28.91'
.0
4'
15.00'
R=15.00' L=29.38'
22.33'
R=30.00' L=35.49'
R=30.00' L=94.25'
15.00'
12.07'
.0
0'
R5'
R10'
R 2'
R2' R5'
3.97'
4.00'
R=35.00'
L=48.58'
R=84.00'L=89.30'
R=25.00' L=22.25'
R=25.00' L=21.00'
R=25.00' L=21.00'
R=25.00' L=17.50'
.5
5'
.5
4'
.8
9'
.9
2'
62.98'
R=25.00' L=22.53'
4.00'
20.00'
16.00'
4.00'
.0
0'
20.00'
.0
0'
18.00'
.0
0'
18.00'
.0
0'
18.00'
.0
0'
18.00'
.0
0'
16.00'
.0
0'
16.00'
.7
5'
R4'
R4'
R4'
37.75'
.00
'20.00'
18.00'16 .00
13.00'
.00
.00
58.89'
R=25.00' L=24.85'
18.00'
16.00'
2.00'
16.00'
20.00'
32.00'
50.75'
.8
7'
R=25.00' L=21.11'
16.00'
.0
0'
32.00'
.0
0'
16.00'
2.00'
55.11'
16.00'
18.00'
32.00'
20.00'
16.00' 2.00'
50.75'
R=25.00' L=18.46'
48.57'
32.75'
32.21'
15.08'
18.51'
10.90'
5.49' 32.13'
1.26'
8.81'
1.44'
1.26'
8.81'
1.44'
R10' R6'
R14'
R10'
16.00'
R 5'
R=60.00'
L=60.51'
R10'
R
R=15.00' L=28.76'
81.98'
R=54.00' L=21.99'
.7
5'
16.00' 16.00'
.0
0'
16.00'
16.00'
.7
5'
R3'
R3'
R3'
R1' 47.17'
46.00' 35 .0
0'
16.00'
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
SCALE IN FEET
20' 40'10'0'
C 2.
- S
IT
E
PL
AN
O
F
C2.1
CRW
CRW
SITE PLAN 1
OF 3
1.1
C 2.
- S
IT
E
PL
AN
O
F
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.2
1.2
1.2
1.2
1.2
2.2
2.4
2.2
2.4
2.2
2.4
2.2
2.2
2.3
2.3
2.3
2.3
2.3
2.3TYP.
2.3 TYP.
2.7
2.7
3.1
3.1
3.1
3.2
3.2
3.2
3.5
3.7
3.7
3.7
3.8
3.8 3.8
LEGEND
INSTALL GRAVEL WALK, LIVING PAD,
OR TENT PAD SECTION
(SEE DETAIL ON SHEET C6.2)
PROP. PICNIC TABLE
PROP. FIRE RING
PROP. SITE SIGN
PROP. CONC. WHEELSTOP
DUMPSTER
PROP. YARD HYDRANT
PROP. DUMPSTER
3.8
3.8
3.8
3.4
3.4
2.2
2.2
2.2
3.4 2.2
3.1
3.1
2.6
2.5
3.2
3.1
3.2
2.2
3.2
2.3
3.2
3.1
2.3
2.3 TYP.
2.8
4'
3.9
3.3
1.3 3.4
1.3 3.4
1.3 3.4
1.3
1.3
1.3
PARKING NOTE:
ALL PARKING DELINEATION IS SHOWN FOR
REFERENCE ONLY. ACTUAL STRIPING WILL
ONLY BE INSTALLED IF ASPHALT BID OPTION IS
ACCEPTED. SEE SHEET C7.0 FOR BID OPTIONS.
KEYNOTES:
2.4
5' X 8' PICNIC TABLE. FOREST SERVICE SHALL FURNISH AND INSTALL.
(SEE DETAIL ON SHEET C6.1)3.1
GOVERNMENT FURNISHED FS-30 ACCESSIBLE CAMPFIRE RING. FOREST
SERVICE SHALL FURNISH AND INSTALL. (SEE DETAIL ON SHEET C6.1)3.2
INSTALL TIMBER FRAMING AROUND GRAVEL WALKWAY (SEE DETAIL ON
SHEET C6.2)3.3
INSTALL TYPICAL GRAVEL WALKWAY (SEE DETAIL ON SHEET C6.2)
2.5 INSTALL GRAVEL DUMPSTER PAD
2.6
INSTALL YARD HYDRANT. SEE MEP PLANS FOR DETAIL.3.4
PROP. PRE-FABRICATED CONC. TOILET BUILDING.
REFER TO ARCH/MEP PLANS FOR DETAILS.
2.7
3.5
INSTALL ISA SIGNAGE (SEE DETAIL ON SHEET C6.0)2.8
CONTRACTOR SHALL SAWCUT & REMOVE EXISTING CONCRETE
CURB, ASPHALT OR CONCRETE PAVEMENT AS NECESSARY TO
PROVIDE A SMOOTH EDGE BETWEEN NEW & EXISTING CURB OR
PAVEMENT. EXTENTS OF REMOVAL SHALL ACCOMMODATE NEW
CONSTRUCTION SHOWN ON THESE PLANS.
3.7 INSTALL DUAL-ARM SECURITY GATES (SEE DETAIL ON SHEET C6.3)
3.8
INSTALL BARRIER BOULDER ROCK. CONTRACTOR TO COORDINATE WITH
FOREST SERVICE ON FINAL PLACEMENT (SEE DETAIL ON SHEET C6.1)
PROP. 3-PANEL KIOSK. FOREST SERVICE SHALL FURNISH AND INSTALL.
(SEE DETAIL ON SHEET C6.5)
PROP. PRE-FABRICATED CONC. PUMP HOUSE. REFER TO
ARCH/MEP PLANS FOR DETAILS.2.1
INSTALL LIVING AREA AND/OR TENT PAD
(SEE TYPICAL DETAIL ON SHEET C6.1)2.2
1.3
INSTALL CONCRETE SIDEWALK/PAD
(SEE STRUCTURAL PLANS FOR
DETAILS)
3.6
PROP. 2-PANEL KIOSK. FOREST SERVICE SHALL FURNISH AND INSTALL.
(SEE DETAIL ON SHEET C6.4)
3.9
INSTALL CONCRETE WHEEL STOPS (SEE DETAIL ON SHEET C6.1)2.3
INSTALL GRAVEL DRIVE SECTION (SEE DETAIL ON
SHEET C6.0) (REFER TO SHEETS C4.1-C4.3 FOR
PACTOLA ROADWAY ALIGNMENT AND DIMENSIONS)
1.2
INSTALL GRAVEL BACK-IN SPUR/PULL OFF
(SEE TYPICAL DETAIL ON SHEET C6.0)
NOTE:
LOCATION OF PICNIC TABLES, FIRE RINGS, KIOSKS, FEE
TUBES AND DUMPSTERS ARE FOR REFERENCE ONLY.
CONTRACTOR IS NOT RESPONSIBLE FOR INSTALLATION.
FOREST SERVICE SHALL FURNISH AND INSTALL.
ROCKART 03-560 FEE COLLECTION STATION. FOREST SERVICE SHALL
FURNISH AND INSTALL.
TY
P.
4'
16'
TYP.
6"
6"
6"
WS
O
WS
O
WS
O
W
M
6"
9"
6"
6"
6"
9"
9"
6"
9"
9"
9"
9"
9"
9"
9"
6"
6"
9"
9"
9"
9"
9"
6"
9"
9"
9"
6"
9"
9"
9"
9"
" 18
9"
6"
"12
9"
9"
9"
9"
6"
9"
9"
9"
E E
T
W
W
W
W
W
W
W
W
W
W
W
P-UG
P-UG
P-UGP-UG
P-UG
P-UGP-UGP-UGP-UG
P- U
G
P- U
G
6"
6" 6"
6"
WS
O
WS
O
WS
O
W
M
9"
6"
6"
9"
9"
9"
9"
9"
6" 9"
6"
6"
6"
9"
6"
6"
6"
"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"
"15
9"
E E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WS
O
WS
O
WS
O
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-
UG
P-U G
P-U G
W
W
W
W
W
W W
W
P- U
G
W
W
W
W
W
W
W
W
WW
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
WW
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UGE
40'
50'
30'
30'
40'
DUMPSTER
50'
40'
50'
40'
50'
D U
M
PSTER
R 4'
R4'
7.86'7.86'
9.42'9.42'
R=20.00' L=17.14'
R=24.00' L=20.57'
1.26'
1.45'
17.19'17.19'
R=14.00' L=12.67'
R10'
R4' 36.41'
R5'
R4'
R4'
R=597.98' L=41.01'
R=592.98' L=153.36'
R10'
R 5'
TY
P.
R 3' 21.02'
20.16'
R=15.00' L=8.40'
2.65'
R=19.00' L=10.65'
2.65'
R3
TY
P.
R 5'
TY
P.
R3' 25 .7
8'
R=45.00' L=4.86'
4'
4'
5'
144' (9) STALLS @ 14' X 40'
16'TYP.
31.42'
18.00'
20.00'
36.00'
18.00'
20.00'
2.00'
16.00'
50.75'
60.47'
R=25.00' L=27.71'
27.75'
16.00'
20.00'
18.00'
16.00' 13.00'
16.00' 16.00'
55.76'
R=25.00' L=20.85'
37.75'
.00
'20.00'
18.00'16 .00
13.00'
.00
.00
65.62'
R=25.00' L=22.60'
38.00'
16.00'
38.00'
16.00' 16.00'
42.75' R=25.00'L=19.69'
17.80'
20.00'
.00
20.00'
.00
20.00'
.00
20.00'
.00
20.00'
.0
0'
20.00'
.0
0'
20.00'
.0
0'
20.00'
.0
0'
20.00'
32.00'
20.00'
32.00'
.0
0'
32.00'
.0
0'
32.00'
20.00'
.0
0'
20.00'
.0
0'
20.00'
.0
0'
20.00'
.0
0' 3.51'
R=19.00' L=9.58'
9.
R=14.00' L=21.83'
3.92'
R=16.00' L=15.68'
R=24.00' L=13.02'
16.47'
7.06' R=597.98'L=37.02'
R=25.00' L=12.37'
19.75'
R=50.00' L=7.94'
11.44'
.2
4'
3.92'
R=20.00' L=19.60'
R=20.00' L=10.85'
36.09'
R=100.00' L=65.46'
36.77'
R=30.00' L=55.11'
17.77'
R=10 0.0
0'
L=17 .9
5'
R=15.00' L=20.43'
1.22'
8.
R=41.00' L=4.43'
.03
R=20.00' L=5.86' 5.
35.93' R=34.00' L=10.12'
.03
R=25.00' L=19.00'
9.51' 38.00'
.0
0'
38.00'
.0
0'
.0 0'
32.75'
R=25.00' L=19.76'
57.76' 38.00'
.0
0'
38.00'
.0
0'
.0 0'
42.75'
38.00'
.0
0'
38.00'
.0
0'
.0 0'
32.75'
R=25.00' L=18.11'
9.49'
R =2 5.00'
L=2 0.61'
.7
6'
.7
5'
1.00'
R=26.00' L=22.28'
5.71'
1.00' R=22.00' L=18.85'
5.71'
20.00'
32.00'
20.00'
32.00'
20.00'
32.00'
20.00'
32.00'
20.00'
32.00'
20.00'
32.00'
R =2 5.00 '
L=2 3.07 '
.5
3'32 .7
5'
16.00'
R =2 5.00'
L= 2 0.61'
.7
6'
.7
5'
16.00'
16.00'
52.75'
R=25.00' L=18.74'
32.27'
.00
38.00'
.00
.00
16.00'
38.00'
16.00'
R=25.00' L=15.10'
23.02'
42.75'
16.00'
16.00'
38.00'
16.00' 16.00'
52.75'
R=25.00' L=16.73'
31.37'
16.00'
R=25.00' L=15.10'
23.02'
8.35'
10.02'11 .33
R=30.00' L=5.32'
21.61'
R=46.00' L=7.30'
11.44'
R=14.00' L=18.08'
.8
0'
R=15.00' L=6.74'
3.51'
11.00'
8.00' 11 .00
'R5'
R1 0'
R3'
TYP.
R3'TYP.
R8'
R4'
R4'
R4'R4'
R4'
R 3'
R3
R4'
5'
4'
R4'
11.00'
8.00'
5.48'
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
SCALE IN FEET
20' 40'10'0'
C2.2 - SITE PLAN 2 OF 3
C 2.
- S
IT
E
PL
AN
O
F
C2.3
CRW
CRW
SITE PLAN 3
OF 3
1.1
1.1
1.1
1.1
1.2
1.2
1.2
1.1
2.4
2.5
2.3
2.3 TYP.
3.1
3.8
EXIST. TOILET BLDG.
1.1
1.2
1.2
1.2
1.2
1.2 1.2
1.2
1.2
2.1
2.4
2.4
2.4
2.4
2.4
2.4
2.4
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
2.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
3.2
2.4
3.2
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
3.1
2.2
2.2
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
2.3
PARKING NOTE:
ALL PARKING DELINEATION IS SHOWN FOR
REFERENCE ONLY. ACTUAL STRIPING WILL
ONLY BE INSTALLED IF ASPHALT BID OPTION IS
ACCEPTED. SEE SHEET C7.0 FOR BID OPTIONS.
4'
2.4
NO CONSTRUCTION ZONE
KEYNOTES:
LEGEND
INSTALL GRAVEL WALK, LIVING PAD,
OR TENT PAD SECTION
(SEE DETAIL ON SHEET C6.2)
PROP. PICNIC TABLE
PROP. FIRE RING
PROP. SITE SIGN
PROP. CONC. WHEELSTOP
DUMPSTER
PROP. YARD HYDRANT
PROP. DUMPSTER
NOTE:
LOCATION OF PICNIC TABLES, FIRE RINGS, KIOSKS, FEE
TUBES AND DUMPSTERS ARE FOR REFERENCE ONLY.
CONTRACTOR IS NOT RESPONSIBLE FOR INSTALLATION.
FOREST SERVICE SHALL FURNISH AND INSTALL.
2.4
5' X 8' PICNIC TABLE. FOREST SERVICE SHALL FURNISH AND INSTALL.
(SEE DETAIL ON SHEET C6.1)3.1
GOVERNMENT FURNISHED FS-30 ACCESSIBLE CAMPFIRE RING. FOREST
SERVICE SHALL FURNISH AND INSTALL. (SEE DETAIL ON SHEET C6.1)3.2
INSTALL TIMBER FRAMING AROUND GRAVEL WALKWAY (SEE DETAIL ON
SHEET C6.2)3.3
INSTALL TYPICAL GRAVEL WALKWAY (SEE DETAIL ON SHEET C6.2)
2.5 INSTALL GRAVEL DUMPSTER PAD (SEE DETAIL ON SHEET C6.0)
2.6
INSTALL YARD HYDRANT. SEE MEP PLANS FOR DETAIL.3.4
PROP. PRE-FABRICATED CONC. TOILET BUILDING.
REFER TO ARCH/MEP PLANS FOR DETAILS.
2.7
3.5
INSTALL ISA SIGNAGE (SEE DETAIL ON SHEET C6.0)2.8
CONTRACTOR SHALL SAWCUT & REMOVE EXISTING CONCRETE
CURB, ASPHALT OR CONCRETE PAVEMENT AS NECESSARY TO
PROVIDE A SMOOTH EDGE BETWEEN NEW & EXISTING CURB OR
PAVEMENT. EXTENTS OF REMOVAL SHALL ACCOMMODATE NEW
CONSTRUCTION SHOWN ON THESE PLANS.
3.7 INSTALL DUAL-ARM SECURITY GATES (SEE DETAIL ON SHEET C6.3)
3.8
INSTALL BARRIER BOULDER ROCK. CONTRACTOR TO COORDINATE WITH
FOREST SERVICE ON FINAL PLACEMENT (SEE DETAIL ON SHEET C6.1)
PROP. 3-PANEL KIOSK. FOREST SERVICE SHALL FURNISH AND INSTALL.
(SEE DETAIL ON SHEET C6.5)
PROP. PRE-FABRICATED CONC. PUMP HOUSE. REFER TO
ARCH/MEP PLANS FOR DETAILS.2.1
INSTALL LIVING AREA AND/OR TENT PAD
(SEE TYPICAL DETAIL ON SHEET C6.1)2.2
1.3
INSTALL CONCRETE SIDEWALK/PAD
(SEE DETAIL ON SHEET C6.2)
3.6
PROP. 2-PANEL KIOSK. FOREST SERVICE SHALL FURNISH AND INSTALL.
(SEE DETAIL ON SHEET C6.4)
3.9
INSTALL CONCRETE WHEEL STOPS (SEE DETAIL ON SHEET C6.1)2.3
INSTALL GRAVEL DRIVE SECTION (SEE DETAIL ON
SHEET C6.0) (REFER TO SHEETS C4.1-C4.3 FOR
PACTOLA ROADWAY ALIGNMENT AND DIMENSIONS)
1.2
INSTALL GRAVEL BACK-IN SPUR/PULL OFF
(SEE TYPICAL DETAIL ON SHEET C6.0)
ROCKART 03-560 FEE COLLECTION STATION. FOREST SERVICE SHALL
FURNISH AND INSTALL.
PROTECT WELL
2.4
WS
O
WS
O WS
O
E
M
WS
O
WS
O
WS
O
W
M
E
D
E E
T
T
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
W
W
P-UGP-UGP-UG
P-UG
P-UG
P-UG
P-UG
P-UGP-UGP-UGP-UG
P- U
G
CP
-1
CP
-2
WS
O
WS
O
WS
O WS
O
E
M
WS
O
WS
O
WS
O
W
M
E
D
E E
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WS
O
WS
O
WS
O WS
O
E
M
WS
O
WS
O
WS
O
W
M
E
D
E E
SD
T
W
W
W
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UGP-UGP-UGP-UG
P-
U G
P-U G
P-UG
P-UG
P-
UG
P- U
G
P-
UG
P- U
G
P-
UG
P-UG
P-UG
P-U G
W
W
W
W W
W
W
W
W
T
" 15
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
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 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
UGE
U G
E
UGE
UGE
UGE
UGE
UGE
U G
E
UGEUGE
UGE
UGEUGE
UGE
UGE
U G
E U
G E
UGE
40'
50'
40'
30'
40'
50'
30'
30'
40'
40' 40' 50
30'
SD
50'
DUMPSTER
DUMPSTER
DUMPSTER
50'
40'
50'
40'
50'
50'
' 35
D U
M
PSTER
46744673
46684667
466146604659
46584657
46534651
444646
4647 4648
71 4672
4642 46
4648 4649
4655 4656
4658 4659
4660 4661
4662 4663
4664 4665
4645 4644
514650
56 46
4659466246624663
654667 46
46724671
46664665
46554654
4654 4655
4659 4660
4637 4636
46324633
4643 46
46524651
46414640
46394638
4637 46
4650 4651
4652 4653
4654 4655
29 46
4632 46
4636 4637
465346524651
60 46
70 46
46554656
464646
46534654
43 46
4646 4647 4648 4649 4650 4651
464346
FL=4648.02
FL=4648.02
FL=4641.12
FL=4640.79
FL=4649.58
FL=4652.01
FL=4655.43
FL=4657.93
FL=4636.63
FL=4625.60
FL=4624.54
FL=4635.70
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
SCALE IN FEET
40' 80'20'0'
C3.0
CRW
CRW
OVERALL
GRADING
PLAN
EXIST. TOILET BLDG.
PROP. TOILETS
SEE MEP PLANS/ DETAILS
PROP. TOILETS
SEE MEP PLANS/ DETAILS
PACTOLA CAMPGROUND
ROAD ENTRANCE
EXIST. TOILET BLDG.
1. ALL ELEVATIONS ARE TO NORTH AMERICAN VERTICAL DATUM (N.A.V.D. 1988).
2. STRIPPINGS ARE TO BE STOCKPILED ON-SITE AS DIRECTED BY THE ENGINEER. FOLLOWING THE COMPLETION OF THE GRADING, THIS TOPSOIL SHALL BE USED AS FILL MATERIAL ON ALL LANDSCAPED AREAS. IF STOCKPILE IS INACTIVE FOR
MORE THAN 14 DAYS, STABILIZE OR PROTECT THE PERIMETER AS SHOWN ON SHEETC5.0.
3. ALL HERBACEOUS VEGETATION SHALL BE REMOVED FROM WITHIN THE LIMITS OF THE GRADING AND REDISTRIBUTED WITH THE TOPSOIL AS OUTLINED IN NOTE #2.
4. CONTRACTOR SHALL USE CAUTION AROUND ANY EXISTING UTILITIES LOCATED ON-SITE. THEY SHALL BE RESPONSIBLE FOR THE REPAIRS OF SUCH STRUCTURES WHEN BROKEN OR OTHERWISE DAMAGED BY THE NEW CONSTRUCTION.
5. THE PROPOSED CONTOURS REPRESENT TOP OF SLAB IN PAVEMENT AREAS AND FINISHED GRADE IN ALL OTHER AREAS. QUANTITIES DO NOT TAKE INTO ACCOUNT CORE-OUT OR ANY OVER-EXCAVATION.
6. CONTRACTOR SHALL ADDRESS ANY GRADING RECOMMENDATIONS IDENTIFIED IN THE GEOTECHNICAL INVESTIGATION. PRIOR TO MOVING OFF THE JOB THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO DO A FINAL WALK-THROUGH OF
THE CONSTRUCTION SITE.
7. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND TO THE BEST OF OUR KNOWLEDGE CONSTITUTES ALL KNOWN FACILITIES. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT AN UNDERGROUND LOCATE SERVICE IN ADVANCE OF ANY EXCAVATION FOR THE MARK-OUT OF THE LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK.
8. BEFORE EXCAVATING FOR THIS CONTRACT, THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND UTILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
9. CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SEDIMENT CONTROL BARRIERS FOR A PERIOD OF 1 YEAR OR UNTIL THEY ARE RELEASED FROM THIS RESPONSIBILITY BY THE ENGINEER, WHICHEVER PERIOD IS
SHORTER.
11. ALL ITEMS REMOVED SHALL BE DISPOSED OFF SITE BY THE CONTRACTOR AS PER THE UNITED STATES DEPARTMENT OF AGRICULTURE FOREST SERVICE REQUIREMENTS.
12. IN ALL LOCATIONS WHERE NEW PAVEMENT ABUTS EXISTING, SAW CUT EXISTING PAVEMENT AS NECESSARY TO PROVIDE A SMOOTH TRANSITION AT THE JOINT. MATCH EXISTING GRADES AT THE JOINT IN ALL LOCATIONS.
13. ALL WALKWAYS SHALL COMPLY WITH ABA ACCESSIBILITY GUIDELINES. COORDINATE WITH FOREST SERVICE FOR AREAS THAT MAY EXCEED GUIDELINES. ALL LANDINGS OUTSIDE OF EXTERIOR ENTRANCES/EXITS SHALL BE NO STEEPER
THAN 2.00% FOR THE FIRST 5'-0".
14. CONTRACTOR SHALL FINISH GRADE SLOPES AS SHOWN NO STEEPER THAN 1 FOOT VERTICAL IN 3 FEET HORIZONTAL.
15. ALL FINISH GRADES AROUND BUILDING SHALL BE 6" BELOW FINISH FLOOR UNLESS SPECIFIED OTHERWISE. CONTRACTOR SHALL FINISH GRADE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
GRADING NOTES:
LEGEND
PROPERTY LINE
UTILITY EASEMENT
EXIST. CONTOUR4600
FINISH GRADE CONTOUR4600
BREAK IN GRADE
WS
O
E
E
D
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
W
W
W
W
W
W
W
W
P-UGP-UGP-UGP-UGP-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P- U
G
CP
-2
WS
O
WS
O
E
E
.2
F.
F.
E.
D
SD
SD
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
W
W
WS
O
WS
O
E
E
D
SD
SD
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UGP-UG
P-UG
P-UG
P-UG
P-UG
P-UG
P-UG
W
W
W W
W
W
W
W
W
W
W
T 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
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
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
W
W
W
W
W
W W
W
W W
W
W W
W
W
UGE
UGE
UG
E
U G
E
U G
E
U G
E
U G
E
UGE
UGE
U G
E
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
UGE
U G
E
U G
E
UGE
UGEUGE
UGE
UGE
UGE
UG
E
UGE
UGEUGE
UGE
UGE
UGE
UGE
UGE
U G
E U
G E
UGE
UG
E
U G
E U
G E
U G
E U
G E
UGE
UGE
UGE
UG
E
UGE
UGE
30'
SD
SD
SD
SD
HO
ST
S
IT
E
VO
LU
NT
EE
R
SI
TE
H
O
ST
S
IT
E
H O
ST
S
IT
E
DUMPSTER
50'
'V
OL
UN
TE
ER
S
IT
E
'V
OL
UN
TE
ER
S
IT
E
46684667
46614660
46534651
4648 4649
TA/ME=4661.34±
TA/ME=4661.34±
TA=4655.07
TA=4654.41
TA=4653.41
TA=4653.00
TA=4650.57
TA=4644.10
TA=4642.44
TA=4640.84
TA=4639.06
TA=4639.06
TA=4639.37
TA=4638.51
TA=4636.96
TA=4636.04
TA=4636.58
TA=4636.50
TA=4637.52
TA=4637.45
TA=4636.99
TA=4636.91
TA=4636.91
TA=4638.15
TA=4639.94
TA=4640.51
TA=4640.70
TA=4640.73
TA=4640.81
TA=4641.26
TA=4641.49
TA=4642.44
TA=4643.38
TA=4645.99
TA=4648.26
TA=4645.84
TA=4643.01
TA=4643.71
TA=4643.14
TA=4642.84
TA=4643.07
TA=4643.35
TA=4643.51TA=4643.59
TA=4643.81
TA=4642.84
TA=4644.05
TA=4643.71
TA=4643.87
TA=4644.08
TA=4644.82
TA=4644.59
TA=4643.29
TA=4642.84
TA=4665.10
TA=4665.00 TA=4663.93
TA=4663.51
TA=4662.03
TA=4661.97
TA=4660.46
TA=4659.61
TA=4658.44
TA=4656.93
TA=4654.38
TA=4654.82
TA=4655.69
TA=4657.61
TA=4657.39
TA=4657.93
TA=4654.73
TA=4655.15
TA=4655.18
TA=4655.21
TA=4655.61
TA=4654.79
TA=4655.20
TA=4654.32
TA=4653.17
TA=4653.07
TA=4650.19
TA=4651.63
TA=4654.54
TA=4654.77
TA=4657.29
TA=4657.69
TA=4657.25
TA=4639.79
TA=4639.11
TA=4638.84
TA=4638.60
TA=4637.87
TA=4638.64
TA=4640.52
TA=4642.10
TA=4640.53
TA=4640.41
TA=4640.05
TA=4636.58
TA=4636.04
TA=4636.98
TA=4648.46
TA=4645.84
TA=4643.39
TA=4643.33
TA=4643.67
TA=4643.67
TA=4643.74
TA=4643.39
TA=4643.14
TA=4664.73
TA=4664.78
TA=4663.61
TA=4663.84
TA=4662.31
TA=4659.29
TA=4639.95
TA=4639.90
TA=4644.19
TA=4643.61
TA=4645.05
TA=4645.23
TA=4645.62
TA=4646.16
TA=4646.48
TA=4645.88
TA=4645.72
TA=4645.78
TA=4643.81
TA=4644.47
TA=4643.99
TA=4644.35
TA=4645.10
TA=4644.86
TA=4644.49
TA=4644.69
TA=4644.61
TA=4644.08
TA=4644.50
TA=4644.68
TA=4645.40
TA=4643.13
TA=4643.23
TA=4642.64
TA=4642.96
TA=4643.06
TA=4643.53
TA=4643.39
TA=4643.24
TA=4666.08
TW=4666.64
TW=4666.82
TA=4667.21
TA=4667.69
TA=4667.69
TA=4667.84
TA=4668.24
TA=4669.30TA=4669.30
TA=4669.70
TA=4669.87
TA=4670.35
TA=4670.35
TA=4669.87
TA=4669.87
TA=4669.70
TA=4669.14
TA=4668.08
TA=4667.84
TA=4667.69
TA=4667.21
TA=4667.21
TA=4665.42
TA=4664.41
TW=4664.98
TW=4665.16
TA=4665.55
TA=4666.03
TA=4666.03
TA=4667.08
TA=4668.96
TA=4668.92
TA=4667.08
TA=4666.03
TA=4666.03
TA=4665.55
TA=4665.55
TA=4663.55
TA=4669.10
TA=4669.10
TA=4668.91
TA=4662.17
TW=4662.57
TW=4662.69
TA=4662.97
TA=4662.66
TA=4663.06
TA=4661.85
TA=4661.35
TA=4659.35
TW=4660.37
TW=4660.55
TA=4660.94
TA=4660.78
TA=4660.94
TA=4659.80
TA=4659.64
TA=4658.12
TA=4662.92
TA=4662.62
TA=4661.79
TA=4661.95
TA=4661.35
TA=4661.19
TA=4660.80
TA=4660.64
TA=4661.18
TA=4661.34
56 46
46624663
4667 46
46724671
4637 4636
46294630
46324633
46524651
TA=4655.58
TW=4666.08
TW=4666.06
TW=4664.86
TW=4664.67
TW=4662.69
TW=4662.11
TA=4640.13
TA=4639.83
TA=4640.23 TA=4640.53 GR=4639.98
GR=4639.98
GR=4639.98
GR=4639.98
TW=4660.18
TW=4660.31
FL=4648.02
FL=4648.02
FL=4641.12
FL=4640.79
FL=4649.58
FL=4652.01
FL=4655.43
FL=4657.93
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
C 2.
- S
IT
E
PL
AN
O
F
C3.1
CRW
CRW
GRADING
PLAN 1 OF 3
C 2.
- S
IT
E
PL
AN
O
F
FFE=4639.98
33.51 L.F. TOTAL. INSTALL 21.51 L.F.
15" CMP PIPE @ 0.98% W/ CMP F.E.S
& TOEWALL ON BOTH ENDS
(SEE DETAIL ON SHEET C6.1)
34.15 L.F. TOTAL. INSTALL 22.15 L.F.
15" CMP PIPE @ 0.91% W/ CMP F.E.S
& TOEWALL ON BOTH ENDS
(SEE DETAIL ON SHEET C6.1)
SCALE IN FEET
20' 40'10'0'
LEGEND
EXIST. CONTOUR4600
FINISH GRADE CONTOUR
BREAK IN GRADE
TOP OF SIDEWALK
TOP OF AGGREGATE
TW=4600.00
TA=4600.00
WALL LOW FINISH GRADELFG
WALL HIGH FINISH GRADEHFG
MATCH EXISTINGME
BOTTOM OF STAIRBS=4600.00
TOP OF STAIRTS=4600.00
FLOWLINEFL=4600.00
33.11 L.F. TOTAL. INSTALL 21.11 L.F.
15" CMP PIPE @ 7.55% W/ CMP F.E.S
& TOEWALL ON BOTH ENDS
(SEE DETAIL ON SHEET C6.1)
41.10 L.F. TOTAL. INSTALL 29.10 L.F.
15" CMP PIPE @ 5.91% W/ CMP F.E.S
& TOEWALL ON BOTH ENDS
(SEE DETAIL ON SHEET C6.1)
WS
O
WS
O
W
M
.4
F.
F.
E.
E E
T
W
W
W
W
W
W
W
W
W
W
P-UG
P-UG
P-UGP-UG
P-UG
P-UGP-UGP-UGP-UG
P- U
G
P- U
G
.28 F.
F.E
WS
O
WS
O
WS
O
W
M
.4
F.
F.
E.
E E
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WS
O
WS
O
WS
O
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-
UG
P-U G
P-U G
W
W
W
W
W
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
W
W
W
W
W
W
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UGE
40'
50'
30'
30'
40'
DUMPSTER
50'
40'
50'
40'
50'
D U
M
PSTER
TA=4642.12
TA=4643.55
TA=4644.73
TA=4644.97
TA=4646.10
TA=4647.91
TA=4649.09
TA=4648.64
TA=4650.40
TA=4659.18
TA=4655.75
TA=4651.95
TA=4660.39
TA=4660.34
TA=4659.57
TA=4660.86
TA=4660.99
TA=4661.38
TA=4661.53
TA=4661.80
TA=4662.46
TA=4663.08
TA=4663.52
TA=4662.32
TA=4661.90
TA=4642.58
TA=4645.51
TA=4651.75
TA=4657.84
TA=4661.18
TA=4661.61
TA=4662.63
TA=4663.20
TA=4664.33
TA=4643.72
TA=4645.88
TA=4648.36
TA=4649.34
TA=4651.78
TA=4654.55
TA=4657.50
TA=4658.16
TA=4660.88
TA=4652.03
TA=4649.57
TA=4649.09
TA=4649.04
TA=4647.25
TA=4646.76
TA=4644.98
TA=4644.73
TA=4643.23
TA=4641.80
TA=4639.09
TA=4642.47TA=4641.19
TA=4641.35
TA=4641.51
TA=4642.65
TA=4642.49
TA=4643.34
TA=4644.89
TA=4645.37
TA=4645.85
TA=4645.88
TA=4647.03
TA=4646.25
TA=4646.73
TA=4649.39
TA=4648.81
TA=4649.67
TA=4650.15
TA=4649.79
TA=4649.31
TA=4649.68
TA=4644.93
TA=4645.64
TA=4647.81
TA=4648.58
TA=4649.45
TA=4650.56
TA=4649.50
TA=4649.02
TA=4647.56
TA=4647.13
TA=4644.27
TA=4644.75
TA=4644.22
TA=4642.30
TA=4642.21
TA=4642.06
TA=4642.85
TA=4643.25
TA=4642.46
TA=4642.29
TA=4642.38
TA=4644.10
TA=4644.63
TA=4647.23
TA=4646.48
TA=4646.88
TA=4646.08
TA=4646.48
TA=4646.32
TA=4646.24
TA=4646.45
TA=4646.53
TA=4646.99
TA=4646.89
TA=4649.32
TA=4649.62
TA=4649.74
TA=4649.72
TA=4649.14
TA=4649.46
TA=4650.06
TA=4649.90
TA=4649.92
TA=4649.78
TA=4649.80
TA=4656.33
TA=4656.58
TA=4653.92
TA=4652.23
TA=4652.81
TA=4653.13
TA=4653.64
TA=4653.61
TA=4653.51
TA=4656.58
TA=4656.58
TA=4661.27
TA=4661.62
TA=4662.16
TA=4660.55
TA=4658.39
TA=4655.91
TA=4655.59
TA=4655.66
TA=4654.86
TA=4654.62
TA=4654.62
TA=4655.22
TA=4655.22
TA=4654.98
TA=4655.74
TA=4655.85
TA=4657.01
TA=4661.61
TA=4661.69
TA=4661.31
TA=4660.88
TA=4660.06
TA=4659.82
TA=4659.82
TA=4660.42
TA=4660.42
TA=4660.18
TA=4661.03
TA=4661.57
TA=4661.80
TA=4661.90
TA=4664.57
TA=4664.64
TA=4663.70
TA=4663.74
TA=4663.50
TA=???
TA=???
TA=???
TA=4664.09
TA=4663.81
TA=4664.96
TA=4665.44
TA=4668.07
TA=4669.41
TA=???
TA=4669.95
TA=4669.71
TA=4669.71
TA=4670.31
TA=4670.31
TA=4670.07
TA=4670.50
TA=4670.62
TA=4671.85
TA=4672.81
TA=4672.80
TA=4672.54
TA=4671.07
TA=4670.44
TA=4670.32
TA=4670.45
TA=4670.50
TA=4670.74
TA=4670.74
TA=4670.14
TA=4670.14
TA=4670.38TA=4670.32
TA=4670.22
TA=4670.14
TA=4668.60
TA=4666.94
TA=4665.89
TA=4665.22
TA=4663.24
TA=4662.11
TA=4661.94
TA=4661.92
TA=4661.75
TA=4643.20
TA=4643.84 TA=4642.25 TA=4641.83
TA=4641.03TA=4641.49
TA=4641.89
TA=4641.84
TA=4639.96
TA=4640.40
TA=4663.76
TA=4663.37
TA=4662.24
TA=4662.40
TA=4661.80
TA=4661.64
TA=4661.79
TA=4661.25
TA=4661.09
TA=4661.63
TA=4661.33
TA=4660.67
TA=4659.84
TA=4659.68
TA=4659.08
TA=4659.24
TA=4658.85
TA=4658.69
TA=4659.23
TA=4659.39
TA=4656.22
TA=4654.53
TA=4654.99
TA=4655.47
TA=4655.41
TA=4654.93
TA=4654.45
TA=4650.86
TA=4649.67
TA=4650.07
TA=4649.50
TA=4649.10
TA=4648.78
TA=4649.27
TA=4647.24
TA=4645.76
TA=4646.00
TA=4645.04
TA=4644.80
TA=4644.32
TA=4645.65
TA=4642.63
TA=4641.17
TA=4641.41
TA=4661.48
TA=4662.87
TA=4663.12
TA=4663.40
TA=4663.40
TA=4662.80
TA=4662.80
TA=4663.00
TA=4662.76
TA=4662.30
TA=4660.65
TA=4658.49
TA=4656.01
TA=4657.08
TA=4661.68
TA=4668.02 TA=4671.75
TA=4672.71
TA=4672.68
TA=4672.42
TA=4671.07
TA=4668.60
TA=4667.04
TA=4666.00
TA=4665.28
TA=4663.31TA=4661.94
TA=4662.07
TA=4662.52
TA=4663.44
TA=4665.34
TA=4665.66
TA=4666.26
TA=4665.94
TA=4665.49
TA=4663.57
TA=4663.70
TA=4664.19
TA=4664.69
TA=4664.84
TA=4664.84
TA=4665.22
TA=4664.84
TA=4664.84
TA=4664.84
TA=4664.69
TA=4664.07
TA=4662.40
464446
46534652
60 46
46534654
4647 4648
TA=4663.26
TA=4663.72
TA=4662.69
TA=4665.00
TA=4664.33
TA=4662.68
TA=4661.70
464346
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
SCALE IN FEET
20' 40'10'0'
C2.2 - SITE PLAN 2 OF 3
C 2.
- S
IT
E
PL
AN
O
F
C3.3
CRW
CRW
GRADING
PLAN 3 OF 3
LEGEND
EXIST. CONTOUR4600
FINISH GRADE CONTOUR
BREAK IN GRADE
TOP OF SIDEWALK
TOP OF AGGREGATE
TW=4600.00
TA=4600.00
WALL LOW FINISH GRADELFG
WALL HIGH FINISH GRADEHFG
MATCH EXISTINGME
BOTTOM OF STAIRBS=4600.00
TOP OF STAIRTS=4600.00
FLOWLINEFL=4600.00
WS
O
8"
M
"16
6"
"16
6"
6"
6"
6"
8"
WS
O
WS
O
WS
O
6" 9"
6"
9"
6" 6"
9"
6"
" 15
6"
9"
6"
6"
6"
9"
9"
6"
9"
9"
9"
9"
9"
9"
9"
9"
9"
9"
6"
6"
9"
9"
9"
9"
6"
9"
6"
6"
6"
6"
9"
"12
"9"
"12
9"
6"
9"
9"
" 18
9"
6"
"12
9"
6"
9"
9"
9"
9"
6"
9"
9"
9"
9"9"
9"
9" 9"
9"12
6"
D
T
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
P- U
G
CP
-1
CP
-2
WS
O
WS
O
8"
4"
"20
" 12
"16
" 14
8"
M
8"
" 12
6"
8"
8"
6"
8"
8"
6"
8"
" 8"
" 6"
6"
6" 6"
6"
6"
8"
8"
6"
WS
O
WS
O
WS
O
9"
6"
9"
6"
6"
9"
6"
6"
9"
9"
9"
9"
9"
6" 9"
6"
6"
6"
9"
6"
6"
" 24
" 21
9"
6"
6"
9"
9"
9"
6"
6"
9"
6"
9"
9"
6"
9"
6"
9"
9"
6"
9"
9"
9"
9"
6"
6"
9"
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6"
6"
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9"
9"
6"
6"
9"
9"
9"
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9"
6"
9"
6"
6"
9"
9"
9"
6"
6"
9"
9"
9"
9"
9"
9"
"15
9"
9"
9"
9"
D
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WS
O
WS
O
M
WS
O
WS
O
WS
O
D
SD
W
W
W
P- U
G
P-U G
P-UG
P-UG
P-
UG
P- U
G
P-
UG
P- U
G
P-
UG
P-U G
W
W
W W
W
W
W
W
T
"15
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
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
W
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UGE
U G
E
UGE
UGE
UGE
UGE
UGE
U G
E
UGEUGE
UGE
UGEUGE
UGE
UGE
U G
E U
G E
UGE
40'
50'
40'
30'
50'
30'
30'
40'
40' 40' 50
30'
SD
50'
DUMPSTER
DUMPSTER
50'
40'
50'
40'
50'
50'
D U
M
PSTER
466146604659
46584657
46534651
444646
4642 46
4648 4649
4655 4656
4658 4659
4660 4661
4662 4663
4664 4665
12+23.99
7+33.45
8+00
9+00
+0
11+00 12+00
STA: 8+57.86
OFF: 8.00' L
SPUR 38
STA: 9+56.41
OFF: 8.00' R
SPUR 39
STA: 9+75.16
OFF: 8.00' L
SPUR 40
STA: 10+24.23
OFF: 8.00' R
SPUR 41
STA: 10+77.74
OFF: 8.00' R
SPUR 42
STA: 11+62.78
OFF: 8.00' R
SPUR 43
PACTOLA ROADWAY 2
60 46
4636 46
46304629
46424643
4658 4659
465746
33 4635 4636 4637 4638
STA: 7+33.45 C/L PACTOLA ROADWAY 2
BEGIN CONSTRUCTION OF TYPICAL SECTION #2
STA: 12+23.99 C/L PACTOLA ROADWAY 2
END CONSTRUCTION OF TYPICAL SECTION #1
L17
L18
C18
C1
C20
STA: 9+80 C/L PACTOLA ROADWAY 2
END CONSTRUCTION OF TYPICAL SECTION #2
BEGIN CONSTRUCTION OF TYPICAL SECTION #1
7+33.45 8+00 9+00 10+00 11+00 12+0012+23.99
-5.94%
6.38%
9.2 9%
ST
A:
+3
3.
EL
.5
VPI STA: 11+79.36
VPI EL= 4656.84
K= 8.59
LVC= 25.00VPI STA: 8+40.32
VPI EL= 4635.23
K= 14.65
LVC= 180.40
LOW POINT STA: 8+37.11
LOW POINT EL= 4638.00
VP
C
S
TA
: 1 1+
.8
VP
C E
L=
6.
VP
T
ST
A:
1+
.8
VP
T
EL
.0
VP
C
S
TA
: 7 +5
0.
VP
C
E L=
0.
VP
T
ST
A:
+3
0.
VP
T
EL
.9
ST
A:
2+
.9
EL
.9
FINISH GRADE
@ C/L
EXIST. GRADE
@ C/L
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
SCALE IN FEET
40' 80'20'0'
4'
8'
2'
0' C4.3
CRW
CRW
PACTOLA
ROADWAY 2
PLAN AND
PROFILE
PROP. BATHROOMS.
SEE MEP PLANS/ DETAILS
PROP. BATHROOMS.
SEE MEP PLANS/ DETAILS
PACTOLA ROADWAY 2
STA: 7+33.45 - 12+23.99
LEGEND
PROPERTY LINE
EASEMENT LINE
BUILDING SETBACK
EXISTING CONTOUR
FINISH GRADE CONTOUR
WS
O
WS
O WS
O
E
8"
M
"16
6"
"16
6"
6"
6"
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