Am-0004_W9128F21R0079_VOL1_Drawings.pdf
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- Solicitation number
- W9128F21R0079
About this file
This federal contract opportunity is for the construction of a B-21 Formal Training Unit/Aircraft Maintenance Unit at Ellsworth Air Force Base in South Dakota. The project will include approximately 44,487 square feet of secure aircraft maintenance space, 43,776 square feet of secure squadron operations space, and 5,000 square feet of non-secure flight kitchen in support of B-21 operations. Facilities must be designed and constructed in accordance with DoD and Air Force standards and requirements, including sustainable construction materials and techniques where cost effective. The contract also includes options for furniture, security systems, and closed-circuit television. The solicitation was issued by the Department of the Army Corps of Engineers Omaha District for the construction of the initial B-21 facilities at Ellsworth Air Force Base in support of the new aircraft program.
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PHASE 1
CONTRACTOR PARKING
AREA IN EXISTING
PARKING LOT
FTU
CONTRACTOR
TRAILER
AREA
CONTROLLED
CONSTRUCTION GATE
AND GUARD SHACK WITH
POWER
CONSTRUCTION
SECURITY
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FENCE
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FENCED
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CONSTRUCTION
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FENCE
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SEE SHEET G100
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AIRFIELD SECURITY
FENCE - COORDINATE
WITH GC101-102 FOR
EXTENTS AND
REQUIREMENTS
TEMPORARY BARRIER
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FENCE - COORDINATE
WITH GC101-GC102
FOR EXTENTS AND
REQUIREMENTS
PHASE 2
CONTRACTOR
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SECURITY FENCE
GOVERNMENT
PARKING ONLY
GOVERNMENT
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TEMPORARY
AIRFIELD SECURITY
FENCE - COORDINATE
WITH GC101-102 FOR
EXTENTS AND
REQUIREMENTS
TEMPORARY BARRIER
MOUNTED SECURITY
FENCE - COORDINATE
WITH GC101-GC102
FOR EXTENTS AND
REQUIREMENTS
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A1 LAYDOWN AND STAGING AREA PLAN
SCALE: 1" = 60' 0 60' 120'
GENERAL SHEET NOTES
SHEET LEGEND
1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGENDS, AND ABBREVIATIONS.
2. THE CONSTRUCTION SECURE AREA IS ALL THAT AREA WITHIN
THE CONSTRUCTION SECURITY PERIMETER FENCE / AIRFIELD
SECURITY FENCE. THE CONSTRUCTION SECURITY
PERIMETER FENCE SHALL BE INSTALLED AT THE
APPROPRIATE TIME AS DEFINED BY SPECIFICATION 01 14 00,
WORK RESTRICTIONS. AIRFIELD SECURITY FENCING SHALL
BE INSTALLED IN ACCORDANCE WITH THE CONSTRUCTION
SAFETY PHASING PLANS.
3. CONTRACTOR PARKING AREAS MUST BE PHASED TO
FACILITATE REQUIRED SITE WORK. PHASE 1 CONTRACTOR
PARKING AREA WILL BE USED DURING SITE IMPROVEMENTS
IN THE PHASE 2 PARKING AREA. PHASE 2 PARKING AREA WILL
BE USED DURING SITE IMPROVEMENTS IN THE PHASE 1
PARKING AREA. NO EQUIPMENT SHALL BE PARKED AND NO
STORAGE WILL BE PERMITTED WITHIN 30-FT OF THE AIRFIELD
SECURITY FENCE.
4. AIRFIELD ACCESS IS NOT ALLOWED UNLESS APPROVED BY
THE COR AS OUTLINED IN THE CONTRACT SPECIFICATIONS.
CRANE ACCESS AND CONCRETE POURS INSIDE THE SECURE
AREA MUST PASS THROUGH THE CONTROLLED ACCESS
GATE.
5. PARKING SHOWN ON THIS PLAN IS THE FINAL PARKING LOT
LAYOUT. REFER TO THE EXISTING CONDITION DRAWINGS
FOR THE EXISTING PARKING LOT REFERENCED IN THE PHASE
1 CONTRACTOR PARKING AREA. AT NO TIME WILL THE
CONTRACTOR PARK EQUIPMENT OR ALLOW CONTRACTOR
PARKING ON THE FINAL PAVEMENT LAYER. PARKING OF
CONTRACTOR VEHICLES WILL BE ALLOWED ON THE FIRST
PAVEMENT LAYER ONLY. ANY DAMAGE TO THE PAVEMENT
LAYERS WILL BE REPAIRED AT NO ADDITIONAL COST AND TO
THE SATISFACTION OF THE GOVERNMENT.
6. FOR THE CONSTRUCTION SECURITY PERIMETER FENCE AND
GATE, REFER TO DETAIL A1 ON SHEET C-508 AND C-509.
7. REFER TO GC101 AND GC102 FOR TEMPORARY AND
PERMANENT AIRFIELD FENCING AND TEMPORARY BARRIER
MOUNTED FENCE REQUIREMENTS.
8. THE CONSTRUCTION SECURITY PERIMETER FENCE SHALL
REMAIN IN PLACE ONCE CONSTRUCTED AND REMOVED ONLY
AFTER COR WRITTEN APPROVAL.
SECURITY FENCE
CONTRACTOR TRAILER AREA
CONSTRUCTION ACCESS ROUTE
CONTRACTOR TRAILER AREA FENCE
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N:675282.83 E:1243393.25 N:675235.43
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N:675199.15 E:1243530.52
N:675189.65 E:1243531.04
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N:674944.15 E:1243458.62
N:674982.14 E:1243503.97
N:674887.71 E:1243583.81
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N:674793.03 E:1243555.57
N:674671.45 E:1243657.05
N:674675.85 E:1243661.65 N:674582.63
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C1
CONSTRUCTION SAFETY PHASING PLAN - PHASE 1
PLAN NORTH
GENERAL SHEET NOTES
1. COORDINATE ALL FENCE CONSTRUCTION
AND TIMING WITH THE CONSTRUCTION
SAFETY PHASING NOTES, DEMOLITION
PLAN, AND SITE PLAN.
2. TEMPORARY BARRIERS MUST BE REMOVED
AND REPLACED ON A DAILY BASIS WHEN
CONSTRUCTION IS REQUIRED IN AREAS
OUTSIDE THE BARRIER SUCH AS
PAVEMENT/CURBS, ETC. BARRIER SHALL
NOT BE REMOVED WITHOUT WRITTEN
APPROVAL BY THE COR.
SHEET KEYNOTES
1. TEMPORARY AIRFIELD SECURITY FENCE -
DETAIL A1/C-510
2. DEMOLISH EXISTING SECURITY FENCE
AFTER COMPLETE INSTALLATION OF THE
TEMPORARY AIRFIELD SECURITY FENCE
AND ACCEPTANCE BY THE COR.
3. EXISTING FENCE TO REMAIN
4. TEMPORARY BARRIER MOUNTED
SECURITY FENCE - DETAIL D7/C-511
5. INSTALL PERMANENT AIRFIELD SECURITY
FENCE AT THESE LOCATIONS - DETAIL
A1/C-510
SCALE: 1" = 40' 0 40' 80'
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N:675007.44 E:1243486.44
N:674933.94 E:1243574.02
N:674907.77 E:1243595.87
N:674819.47 E:1243587.91
N:674717.31 E:1243673.18
N:674710.29 E:1243664.75
N:674675.85 E:1243661.65
N:674582.63 E:1243739.46
N:674792.06 E:1243762.72
N:674817.50 E:1243741.40
N:675130.24 E:1243628.11
N:675189.93 E:1243578.28
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CONSTRUCTION SAFETY PHASING PLAN - PHASE 2
PLAN NORTH
SHEET KEYNOTES
1. AIRFIELD SECURITY FENCE - DETAIL A1/C-510
2. DEMOLISH TEMPORARY BARRIER MOUNTED
SECURITY FENCE AFTER COMPLETE INSTALLATION
OF THE AIRFIELD SECURITY FENCE AND
ACCEPTANCE BY THE COR.
3. EXISTING FENCE TO REMAIN
4. MOTORIZED CANTILEVERED SLIDING SECURITY GATE
- DETAIL A1/C-511
5. DEMOLISH TEMPORARY AIRFIELD SECURITY FENCE
AFTER COMPLETE INSTALLATION OF THE
PERMANENT AIRFIELD SECURITY FENCE AND
ACCEPTANCE BY THE COR.
6. DEMOLISH EXISTING SECURITY FENCE AFTER
COMPLETE INSTALLATION OF THE PERMANENT
AIRFIELD SECURITY FENCE AND ACCEPTANCE BY
THE COR.
7. EXISTING FENCE TO REMAIN - BUILT UNDER GC101
PLAN
SCALE: 1" = 40' 0 40' 80'
GENERAL SHEET NOTES
1. COORDINATE ALL FENCE CONSTRUCTION AND
TIMING WITH THE CONSTRUCTION SAFETY
PHASING NOTES, DEMOLITION PLAN, AND SITE
PLAN.
2. TEMPORARY BARRIERS MUST BE REMOVED AND
REPLACED ON A DAILY BASIS WHEN
CONSTRUCTION IS REQUIRED IN AREAS
OUTSIDE THE BARRIER SUCH AS
PAVEMENT/CURBS, ETC. BARRIER SHALL NOT BE
REMOVED WITHOUT WRITTEN APPROVAL BY THE
COR.
3. ALL TEMPORARY FENCING SHALL BE REMOVED
OFF GOVERNMENT PROPERTY AT THE END OF
THE PROJECT AND AFTER APPROVAL BY COR.
4. CONTRACTOR SHALL RESTORE ALL EXISTING
CONDITIONS THAT ARE DISTURBED BY THE
FENCE REMOVAL PROCESS TO THEIR ORIGINAL
CONDITIONS OR BETTER.
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ADJACENT HANGAR LEGEND
ADJACENT HANGAR COMMON CONSTRUCTION LINE
ADJACENT HANGAR SITE IMPROVEMENT UNDER
SEPARATE CONTRACT
THE CONTRACTOR SHALL COORDINATE WITH THE
COR AND THE ADJACENT HANGAR PROJECTS FOR
ALL CONSTRUCTION ALONG THE COMMON
PAVEMENT CONSTRUCTION LINE TO INCLUDE
TIMING AND TEMPORARY MOVING OF BARRIER
MOUNTED FENCE LINE AS SHOWN ON AND IN
ACCORDANCE WITH THE REQUIREMENTS OF
SHEETS GC101/GC102 - CONSTRUCTION SAFETY
PHASING PLANS
NOTE :
US Army Corps of Engineers ®
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1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, COUNTY, STATE AND FEDERAL
REGULATIONS APPLICABLE TO THE CONSTRUCTION OF THIS PROJECT.
2. ALL DIMENSIONS ARE MEASURED FROM THE CENTERLINE OF ROAD, FACE OF BUILDING, FACE
OF CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS OTHERWISE NOTED.
3. THE EXISTING CONDITIONS INFORMATION IS BASED ON A FIELD RUN TOPOGRAPHICAL
AND UTILITY SURVEY PREPARED BY: RENNER ASSOCIATES, 3231 TEEWINOT DRIVE,
APID CITY, SOUTH DAKOTA.
4. CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO SURVEY PROJECT
IMPROVEMENTS. IF BENCHMARKS SHOWN ARE IN AREAS THAT REQUIRE DEMOLITION,
OTHER BENCHMARKS SHALL BE ESTABLISHED BEFORE DEMOLITION AND
CONSTRUCTION WORK BEGINS. CONTRACTOR SHALL SUPPLY CERTIFIED CONTROL
POINT DATA TO CONTRACTING OFFICER'S REPRESENTATIVE AFTER COMPLETION OF
CONSTRUCTION.
5. TOTAL DISTURBED ACREAGE = 10.5 ACRES.
6. PRIOR TO ANY CONSTRUCTION OR DIGGING, THE CONTRACTOR SHALL CONTACT
SOUTH DAKOTA ONE-CALL AT "811" FOR ALL PUBLIC UTILITY LOCATING. IN ADDITION,
THE CONTRACTOR SHALL HIRE AND PAY FOR A PRIVATE UTILITY LOCATING COMPANY
TO LOCATE ALL GOVERNMENT OWNED UTILITIES AND OBTAIN AN AF103 DIG PERMIT
THROUGH BASE CES.
7. THE GEOTECHNICAL INVESTIGATION WAS PREPARED BY TERRACON, 1505 OLD HAPPY
JACK ROAD, CHEYENNE, WYOMING.
8. THERE ARE NO WETLANDS OR STREAMS WITHIN 200 FT OF PROJECT SITE.
9. CONTRACTOR SHALL PROVIDE DESIGN AND IMPLEMENTATION OF ANY DEWATERING
REQUIREMENTS FOR CONSTRUCTION AND INCLUDE IN THE BASE BID.
10. COMMERCIAL ACCESS TO THE BASE IS RESTRICTED TO THE BISMARCK GATE, HOURS
OF OPERATION ARE FROM 0600-1800 MONDAY - FRIDAY.
11. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF WORK
TO AVOID DAMAGE TO EXISTING UTILITIES AND/OR SITE FEATURES. CONTRACTOR
SHALL PROTECT ALL EXISTING UTILITIES AND SITE FEATURES DESIGNATED TO REMAIN
THROUGHOUT CONSTRUCTION. ANY DAMAGES TO EXISTING UTILITIES AND/OR SITE
FEATURES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR
AT NO COST TO THE GOVERNMENT AND TO THE SATISFACTION OF THE CONTRACTING
OFFICER'S REPRESENTATIVE.
12. ALL COMMERCIAL TRAFFIC MUST STAY ON THE DESIGNATED HAUL ROUTE ROADWAYS
AT ALL TIMES.
13. CONTRACTOR'S LAY DOWN AND STORAGE AREA IS RESTRICTED TO THE AREA
INDICATED. CONTRACTOR IS RESPONSIBLE FOR FENCING AND SECURITY OF HIS LAY
DOWN AND STORAGE AREA AND IMPROVED ACCESS TO THE SITE AS SHOWN ON G-101.
14. CONTRACTOR SHALL PROTECT ALL EXISTING PAVEMENTS AND EXISTING UTILITIES TO
REMAIN FROM HEAVY EARTH MOVING EQUIPMENT. PROVIDE TRAFFIC CONTROL
MEASURES AT ALL EQUIPMENT CROSSINGS.
15. THE SITE IS NOT PART OF AN INSTALLATION RESTORATION PROGRAM. IF
CONTAMINATED SOILS OR GROUNDWATER IS ENCOUNTERED, CONTACT THE COR
IMMEDIATELY.
1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY, DISPOSE OF IN A LEGAL
MANNER, AND COMPLETE FINAL GRADE WITH REQUIRED SITE IMPROVEMENTS FOUND
HEREIN.
2. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL OUTSIDE THE LIMITS OF DEMOLITION
PRIOR TO COMMENCEMENT OF WORK. SURVEY WORK SHALL BE PERFORMED BY LICENSED
& REGISTERED SOUTH DAKOTA LAND SURVEYOR.
3. THERE ARE NO BORROW AREAS ON GOVERNMENT PROPERTY. ALL BORROW SHALL BE
OBTAINED BY THE CONTRACTOR FROM PRIVATE SOURCES.
4. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO
CONSTRUCTION AS ALL UTILITIES MAY NOT BE SHOWN ON THIS PLAN. PROCEED WITH
EXTREME CAUTION WHEN EXCAVATING FOR NEW CONSTRUCTION.
5. BEFORE DEMOLISHING ANY UTILITY THE CONTRACTOR SHALL ENSURE THAT THERE IS
AN ACTIVE LINE TO REPLACE THE FUNCTION OF THE UTILITY TO BE REMOVED.
6. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE
DISPOSED OF OFF GOVERNMENT PROPERTY IN ACCORDANCE WITH SPECIFICATION 01
74 19.
7. THERE IS AN EXISTING JET FUEL LINE ONSITE THAT SHALL BE PROTECTED DURING
CONSTRUCTION AND DURING ALL UTILITY CROSSING INSTALLATIONS.
8. WHERE DEMOLITION OF A UTILITY IS SHOWN TO A POINT ON GRAVITY SYSTEMS,
DEMOLITION OF SAID UTILITY SHALL CONTINUE TO THE CLOSEST JOINT SUCH AS
STORM SEWER AND SANITARY SEWER AS APPLICABLE AND AT NO ADDITIONAL COST TO
THE GOVERNMENT. THE NEW UTILITY THAT CONNECTS TO THE EXISTING UTILITY SHALL
CONNECT AT THE ACTUAL POINT OF DEMOLITION AT NO ADDITIONAL COST THE
GOVERNMENT.
9. THE BID OPTION FOR UNDERGROUND ASBESTOS CEMENT PIPING (ACM) REMOVAL IS
FOR REMOVAL OF PIPING NOT OTHERWISE IDENTIFIED IN THE CONTRACT DOCUMENTS.
THE CONTRACTOR SHALL ASSUME AN 8-INCH DIAMETER PIPE BURIED BETWEEN SIX TO
EIGHT FEET DEEP AND LOCATED ANYWHERE WITHIN THE CONSTRUCTION LIMITS.
PRICING SHALL INCLUDE UP TO FOUR CONNECTIONS TO EXISTING ACM PIPE TO REMAIN
USING AN APPROPRIATE DUCTILE IRON PIPE COUPLING.
1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES
AROUND THE WORK AND PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL
EROSION.
2. ALL BUILDING DIMENSIONS SHALL BE CHECKED AND COORDINATED WITH THE
ARCHITECTURAL PLANS.
3. PAVEMENT MARKING, INCLUDING STANDARD ACCESSIBLE SYMBOLS, PARKING
STRIPING AND TRAFFIC ARROWS, SHALL BE PAINTED ON PAVEMENT AT LOCATIONS
SHOWN. SEE PAVEMENT MARKING DETAIL.
4. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT SDDOT AND MUTCD STANDARDS
AND SPECIFICATIONS.
5. ALL DIMENSIONS ARE TO FACE OF CURB WHERE CURB IS SHOWN OR TO EDGE OF
PAVEMENT OR STRIPING WHERE THERE IS NO CURB.
6. ALL RADII ARE 4' UNLESS NOTED OTHERWISE.
7. ALL SIDEWALKS ARE 6' WIDE UNLESS NOTED OTHERWISE.
8. ALL AREAS USED BY THE CONTRACTOR OUTSIDE THE CONSTRUCTION LIMITS TO
INCLUDE STAGING AREAS AND PARKING AREAS SHALL BE RESTORED TO THE EXISTING
CONDITION OR BETTER AT THE END OF THE PROJECT AND TO THE SATISFACTION OF
THE GOVERNMENT.
1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO PREVENT SATURATION OF
EXPOSED SOILS AND FOR ALL FINISHED GRADING.
2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES PRIOR TO ANY SITE CLEARING OR EXCAVATION.
3. ALL CUT AND FILL SLOPES SHALL BE 2:1 (H:V) OR FLATTER (SEE PLANS).
4. ALL SPOT ELEVATIONS ARE FINISH GRADE AT EDGE OF PAVEMENT UNLESS OTHERWISE
NOTED.
5. ALL PIPE DIMENSIONS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND
INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS.
6. CONTRACTOR SHALL ENSURE THAT ALL EXISTING TOPS OF MANHOLES, VALVES AND UTILITY
BOXES ARE RAISED OR LOWERED TO BE FLUSH WITH FINISHED GRADES, UNLESS NOTED
OTHERWISE.
7. STORM SEWER INLETS ARE LOCATED AT THE CENTER OF THE STRUCTURE. CONTRACTOR
SHALL FIELD LOCATE THE CENTER OF THE GRATE INLET OR CENTER OF THE MANHOLE LID.
THE CONTRACTOR SHALL ADJUST THE FINAL LOCATION OF THE STORM SEWER PIPES BASED
ON ECCENTRIC TYPE MANHOLES.
8. CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATIONS OF EXISTING
UTILITIES, AND ALL OTHER SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, WHETHER INDICATED ON
THESE PLANS OR NOT, TO VERIFY THE LOCATION DEPTH AND CONDITION OF ALL
EXISTING UTILITIES AND SUBSTRUCTURES AND PROTECT THEM FROM DAMAGE.
1. THE CONTRACTOR SHALL REVIEW ALL UNDERGROUND GRAVITY LINE PROFILES TO BE
INSTALLED AND ENSURE THE PROPER SEQUENCE AND DEPTH OF OTHER UTILITY
INSTALLATIONS AVOIDING ANY AND ALL CONFLICTS DURING CONSTRUCTION. CONFLICTS
CREATED BY THE CONTRACTOR AS A RESULT SHALL BE CORRECTED AT NO ADDITIONAL
COST TO THE GOVERNMENT.
2. ELECTRICAL AND TELECOMMUNICATION LINE DEPTHS SHALL NOT CONFLICT WITH ANY
GRAVITY LINE SYSTEM AND SHALL HAVE A MINIMUM 12-INCH SEPARATION FROM ANY
GRAVITY LINE WHILE MEETING THE MINIMUM COVER REQUIREMENT FOR THAT UTILITY.
3. PRESSURIZED LINES SHALL MEET THE MINIMUM COVER REQUIREMENT FOR THAT UTILITY
AND SHALL NOT BE INSTALLED IN U-SHAPES AROUND OTHER UTILITIES. MINIMUM COVER
DEPTH ON WATER LINES IS 6-FEET WITH A MINIMUM SEPARATION FROM OTHER UTILITIES OF
18-INCHES.
4. CONTRACTOR SHALL COMPLETE A WORK CLEARANCE REQUEST PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL BE
SPECIFICALLY RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES THAT MIGHT
HAVE EXISTING UTILITIES ON-SITE TO DETERMINE IF ANY EXIST AND HOW TO HANDLE.
ENGINEER CANNOT BE RESPONSIBLE FOR EXISTENCE OR LOCATION OF
UNDERGROUND UTILITIES.
5. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS SHALL BE IN
COMPLIANCE WITH REQUIREMENTS OF ELLSWORTH AFB.
6. CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL SITE PLANS FOR ALL SITE
LIGHTING REQUIREMENTS.
7. HYDRANTS AND MAINS SHALL BE INSTALLED AND UNDER PRESSURE BEFORE ANY
COMBUSTIBLE CONSTRUCTION IS STARTED.
8. CONCRETE THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE
HYDRANTS. REFER TO THE THRUST BLOCK DETAIL FOR RESTRAINED JOINT
REQUIREMENTS.
9. EXISTING MANHOLES SHALL BE CORED AND BOOTED WITH KOR-N-SEAL OR EQUAL
RUBBER BOOT.
10. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE FLUSH WITH
FINAL GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF PAVEMENT AREAS, RIM
ELEVATION SHALL BE 6.00" MINIMUM ABOVE ADJACENT FINISH GRADE.
11. ALL UTILITIES THAT ENTER THE BUILDING SHALL BE PROVIDED WITH A TRENCH PLUG.
REFER TO DETAIL C6 ON SHEET C-507 FOR THE REQUIREMENT.
12. SHOULD ANY EXCAVATION BECOME UNDERMINED DURING CONSTRUCTION, THE
CONTRACTOR SHALL USE FLOWABLE FILL TO BACKFILL AND RESOLVE THE
UNDERMINED CONDITION. FLOWABLE FILL SHALL BE USED ON A CASE BY CASE BASIS
AS DIRECTED BY THE COR AND AT NO ADDITIONAL COST TO THE GOVERNMENT. REFER
TO DETAIL E8 ON SHEET C-507 FOR THE REQUIREMENTS.
13. THE PROJECT HAS EXISTING UTILITIES THAT REQUIRE REMOVAL AND RELOCATION. ALL
RELOCATED UTILITIES SHALL BE RE-CONNECTED TO THE EXISTING UTILITY AT THE
POINT OF DEMOLITION. ALL NEW UTILITIES SHALL CONNECT TO EXISTING UTILITIES AS
SHOWN ON THE UTILITY PLAN.
1. EROSION CONTROL FACILITIES SHALL BE INSTALLED PRIOR TO ANY OTHER
CONSTRUCTION.
2. CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR CONTINUAL
MAINTENANCE OF EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS AND
STATED IN THE SPECIFICATIONS.
3. ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIPRAP SHALL BE PLACED AS
REQUIRED TO CONTROL EROSION.
4. SILT FENCES SHALL BE LOCATED ON-SITE TO PREVENT SEDIMENT AND EROSION FROM
LEAVING THE PROPERTY LIMITS.
5. THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON-SITE.
CONTRACTOR SHALL TAKE PRECAUTIONS AS NECESSARY TO PREVENT EROSION AND
SEDIMENT TRANSPORT DURING CONSTRUCTION.
6. ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN
SEVEN (7) DAYS OF THEIR CONSTRUCTION.
7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF NECESSARY, SHALL BE
IMPLEMENTED AS DIRECTED BY THE CONTRACTING OFFICER.
8. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE
INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES PRIOR TO, OR
CONCURRENT WITH, ANY LAND DISTURBING ACTIVITY.
9. FAILURE TO INSTALL, OPERATE, AND MAINTAIN ALL EROSION CONTROL MEASURES, AS
SHOWN ON THE APPROVED PLANS SHALL RESULT IN ALL WORK ON THE
CONSTRUCTION SITE BEING STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE
BEEN MET.
10. THE CONTRACTOR SHALL KEEP AND MAINTAIN AN ON-SITE LOG NOTING THE DATE OF
ALL RAINFALL EVENTS, THE AMOUNT OF RAINFALL RECEIVED, DURATION OF RAINFALL
EVENT, INSPECTION NOTES, AND ANY REPAIRS OR CLEANING OF EROSION CONTROL
DEVICES. LOG RECORDS SHALL BE SUPPLIED TO THE COR ON A MONTHLY BASIS.
11. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL
IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE
EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.
12. ALL RUNOFF LEAVING THE SITE SHALL BE FILTERED THROUGH SILT FENCES AND
FILTERS PRIOR TO DISCHARGE OFF-SITE. CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING THIS REQUIREMENT ON-SITE DURING ALL PHASES OF CONSTRUCTION.
13. NO LAND DISTURBING ACTIVITY MAY BEGIN UNTIL ALL PERIMETER EROSION AND
SEDIMENT CONTROL MEASURES ARE IN PLACE AND FUNCTIONAL.
14. TEMPORARY OR PERMANENT SOIL STABILIZATION SHALL BE ACCOMPLISHED WITHIN 14
DAYS AFTER FINAL GRADING OR OTHER EARTH WORK.
15. PERMANENT STABILIZATION WITH PERENNIAL VEGETATION OR OTHER PERMANENTLY
STABLE, NON-ERODING SURFACE SHALL REPLACE ANY TEMPORARY MEASURES AS
SOON AS POSSIBLE.
16. SOIL STOCKPILES SHALL BE STABILIZED IF LEFT UNDISTURBED FOR 7 OR MORE DAYS.
17. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY THE
CONTRACTOR AT THE END OF CONSTRUCTION AFTER SITE STABILIZATION.
18. ALL DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY OR PERMANENT
SEEDING AS REQUIRED BY THE STATE OF SOUTH DAKOTA AND AS OUTLINED IN THE
CONTRACT SPECIFICATIONS.
19. THE CONTRACTOR SHALL REFER TO THE CONTRACT SPECIFICATIONS FOR ALL
CONTRACTOR REQUIREMENTS RELATED TO ENVIRONMENTAL PROTECTION, THE
CONSTRUCTION GENERAL PERMIT, AND THE STORMWATER POLLUTION PREVENTION
PLAN (SWPPP) REQUIREMENTS FOR THIS PROJECT.
GENERAL CIVIL UTILITY NOTESGENERAL CIVIL SITE NOTES
GENERAL CIVIL GRADING AND DRAINAGE NOTES
GENERAL CIVIL NOTES
GENERAL CIVIL DEMOLITION NOTES
GENERAL CIVIL EROSION CONTROL NOTES
D . E
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TP #62
TP #61
TP #63
TP #60
" R
C P
24" RCP
" R
C P
18" RCP
INLET
INV=3224.55
18" RCP
TP #68
INV=3237.12
TP #67
15" RCP
18" RCP
MH
RIM=3233.23
INV.NE=3227.20
INV.SE=3226.41
MH
RIM=3234.02
INV=3229.18
INV.NE=3228.13
INV.SW=3228.07
INV.NE=3229.02
INV.SW=3228.98
18" RCP
15" RCP
INV=
3237.32
INV=
3241.62
12" R C
P
4" DRAIN TILE
INV=3236.46
30" RCP
2" GAS
6" W
8" W
8" W
AI
RIM=3242.40
INV.SE=3240.00
STMH
RIM=3242.77
INV.NE=3238.38
INV.N=3238.26
INV.SE=3238.23
18" RCP
AI
RIM=3241.89
INV.NE=3238.55
INV.SW=3238.54
6" W 8" W
8" W
CONCRETE
P
VMT
CONCRETE
P
VMT
AS
PH
AL
T
PV
M
T
AS
PH
AL
T
PV
M
T
GRAVEL
GRAVEL
AI
RIM=3220.99
INV=3218.14
MH (MISC)
RIM=3224.28
INV=3219.64
MH
RIM=3230.44
INV.NW=3224.09
INV.NE=3224.02
INV.SW=3223.74
AI
RIM=3229.16
INV.NE=3224.45
INV.NW=3224.35
INV.SW=3224.15
AI
INV.SE=3226.08
INV.NW=3226.0
3" WATER
8" WATER
8" WATER
12" WATER
3" IRRIG
W
ATER
APPRO
X
DI
INV=3225.88
DI
INV.NE=3225.64
INV.NW=3225.63
INV.S=3222.41
AG VALVE
CMH 7
CMH
8210A
CMH
461BD
TP #70
TP #69
12" RCP
" R
CP
24" RCP
12" RCP 36" RCP
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
JE
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SIM FACILITY
ADDITION
FFE=3245.50
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
C/L
C/L C /L
C /L
C/LC/L
C/L
C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L C /L
C/L
C/L
C /L
C /L
C/LC/L
C /L
C/ L
C/LC/LC/L
C/L
C/L
C /L
C/L
C/LC/LC/L
C/L C/L
C/LC/L
C /L
C /L
C/L C/L C/L
C /L
C /L
B7520
B7274
B8210
SIM
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CD100
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
A1
OVERALL DEMOLITION PLAN
PLAN NORTH
SCALE: 1" = 100' 0 100' 200'
CD101 CD102M
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AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
24" RCP
" R
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B7274
BU
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B7273
TD AI
RIM=3228.68
INV=3225.53
AI
RIM=3230.33
INV.N=3225.12
INV.E=3225.06
18" RCP
INV=
3221.19
INV=
3217.49
INV=3219.78
MH
RIM=3225.75
INV.NW=3214.02
INV.SW=3213.98
INV.SE=3213.82
INV.NE=3213.75
DI
RIM=3229.74
INV.N=3225.14
INV.S=3225.02
DI
INV=
3221.28
60" RCP 6"
P
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MH
RIM=3232.79
INV.NW=3227.77
INV.SE=3227.74
LOCATION-X4
TOP PIPE
=3225.40
X3 INV.
=3221.21
PER AS-BUILT
X2 INV.
=3221.37
PER AS-BUILT
X1 INV.
=3221.40
PER AS-BUILT
INV=
3219.89
MH
RIM=3226.97
INV.NE=3214.48
INV.NW=3214.44
INV.SE=3214.40
AI
INV.N=3219.37
INV.SE=3219.26
META
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RIM=3226.83
INV.N=3222.24
INV.S=3221.79
AI
INV=3223.37
MH
RIM=3227.85
INV.NW=3220.85
INV.NW=3215.67
INV.SW=3215.57
AI
INV=3224.90
3" WATER
8" WATER
8" WATER
12" WATER
3" IRRIG
W
ATER
APPRO
X
AI
INV=
3219.66
" W
AT
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MH
RIM=3224.95
INV.NE=3215.27
INV.SE=3215.17
AI
RIM=3227.06
INV.N=3221.67
INV.S=3221.61
NV.E=3222.54
AI
RIM=3228.77
INV.E=3223.26
INV.S=3222.95
JE
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FU
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UNVERIFIED STORM LINE
UNVERIFIED FUEL LINE
N:675427.33 E:1243686.67N:675486.20
E:1243637.26
N:675207.92 E:1243668.98
N:675143.57 E:1243582.72
N:675127.40 E:1243591.40
N:675088.41 E:1243544.70
N:675220.78 E:1243273.57N:675265.48
E:1243240.96
N:675301.73 E:1243299.84
N:674934.64 E:1243558.68
N:674777.90 E:1243566.61
N:675348.93 E:1243621.43
N:675267.17 E:1243409.57
C/ L
C/L C/L
C/L
C/ L
C/L C/L C/L C/L
C /L
C /L
C /L
C /L
C/L
C /L
C/LC/LC/LC/LC/L
C/ L
C/L C/
L
C/ L
C/L C/L C/L
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
C/LC/LC/LC/L
C/L
C/L
C /L
C/LC/LC/LC/L
C /L
C /L
C/LC/LC/L
C/L
C/LC/LC/LC/LC/LC/LC/LC/LC/L
C /L
C /L
C/L C/L C/L C/L
N:675085.55 E:1243973.75
N:675281.32 E:1243276.42
MH
RIM=3224.95
INV.NE=3215.27
INV.SE=3215.17
US Army Corps of Engineers ®
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A1
DEMOLITION PLAN PLAN NORTH
M A
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1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. B7274 MUST STAY OPERATIONAL AT ALL TIMES.
CONSTRUCT NEW WATER LINE AND SANITARY
SEWER LINES PRIOR TO ANY DEMOLITION OF
EXISTING LINES. CROSS OVER SHALL BE
COORDINATED 14-DAYS IN ADVANCE OF THE
REQUIRED DATE WITH THE COR PER THE
CONTRACT SPECIFICATIONS. THE CONTRACTOR
SHALL PUMP SANITARY SEWER TO THE NEXT
DOWNSTREAM MANHOLE AS REQUIRED DURING
CROSS OVER.
4. NORTHING AND EASTINGS SHOWN HEREON ARE
APPROXIMATE DUE TO LIMITATIONS IN LOCATING
UTILITIES. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATION OF UTILITIES WHERE INDICATED
ON THE PLANS.
5. 60" RCP STORM SEWER PARALLELING THE AIRFIELD
FROM POINT X1 TO X4 IS APPROXIMATELY 1-YEAR
OLD. CONTRACTOR SHALL REMOVE THIS SECTION
OF PIPE WITH CARE FOR REUSE. FOR BIDDING
PURPOSES THE CONTRACTOR SHALL ASSUME
THAT 200-LF OF THIS PIPE IS SUITABLE FOR REUSE
AS APPROVED BY THE COR.
5 2
5 5
2. DEMOLISH BITUMINOUS PAVEMENT AND BASE
3. DEMOLISH CONCRETE CURB AND GUTTER
4. DEMOLISH CONCRETE PAVEMENT AND BASE
5. DEMOLISH CONCRETE SIDEWALK AND BASE
6. DEMOLISH CONCRETE BOLLARDS
7. SAW CUT PAVEMENT WITH STRAIGHT EDGE
8. DEMOLISH STORM DRAINAGE PIPE
9. DEMOLISH STORM DRAINAGE STRUCTURE
10. DEMOLISH SANITARY SEWER PIPE
11. DEMOLISH SANITARY SEWER MANHOLE
12. DEMOLISH WATER LINE
14. DEMOLISH HEADWALL AND RIP-RAP
15. DEMOLISH NATURAL GAS LINE
16. DEMOLISH LIGHT POLE AND CONCRETE BASE
18. PROTECT EXISTING JET FUEL LINE
22. DEMOLISH ENTRY CONTROL POINT FACILITY,
FOUNDATION, AND ASSOCIATED CONCRETE
ELEMENTS
23. DEMOLISH BUS STOP SHELTER AND FOUNDATIONS
24. DEMOLISH FENCE - SEE SHEET GC101 AND GC102 FOR
PHASING
25. DEMOLISH UNDERGROUND PRESSURE REDUCING
VALVE, VAULT, AND SYSTEM
28. ABANDON IN PLACE ELECTRICAL IN TREE LINE
29. DEMOLISH SITE ELECTRICAL - SEE SITE ELECTRICAL
PLANS
30. DEMOLISH SITE COMMUNICATION - SEE SITE
ELECTRICAL PLANS
39. CONSTRUCTION LIMITS
41. DEMOLISH SIGN AND POST
42. DEMOLISH ACCESS GATE, CONCRETE FOUNDATIONS
AND CATTLE CROSSING PIT
43. DEMOLISH TREE AND STUMP
45. ABANDON IN PLACE WATER LINE
46. DEMOLISH FIRE HYDRANT ASSEMBLY
53. REMOVE 60" RCP FOR REUSE. SEE GENERAL SHEET
NOTE 5
TYP.
4 4
434343 16
8 41
SHEET KEYNOTES
GENERAL SHEET NOTES
SCALE: 1" = 30' 0 30' 60'
18 18
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AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text H
AutoCAD SHX Text Y
INV=
3220.41
R C
P
15" RCP
24" RCP
12" RCP
18" RCP
APPROX.-
UNABLE TO LOCATEAPPROX.-UNABLE TO LOCATE
MH
RIM=3221.70
INV.NE=3210.70
INV.SW=3210.61
B7520
" R
C
P AI
RIM=3218.55
INV.S=3216.47
INV.E=3215.31
INV.W=3215.30
MH
RIM=3223.06
INV.N=3211.54
INV.E=3211.54
INV.S=3211.53
INV.W=3211.53
AI
RIM=3219.18
INV.W=3214.61
INV.SE=3214.53
AI
RIM=3218.32
INV.SW=3215.90
INV.NE=3215.90
AI
RIM=3220.74
INV.SW=3218.23
INV.NE=3218.16
BERGSTROM DRIVE BERGSTROM DRIVE
M cC
O N
N
EL
L
BL
VD
DI
INV=
3222.44
24" RCP BURIED
AI
RIM=3220.99
INV=3218.14
MH
RIM=3224.37
INV.SW=3221.18
INV.W=3221.13
INV.NE=3221.05
DI
INV=3221.13
DI
INV.W=3222.38
INV.E=3222.33
INV=
3221.04
INV=
3221.61
CMH 7
CMH
8210A
CMH
461BD
McC
ONNELL
B
LV
D
N:674784.41 E:1243742.70
N:674607.85 E:1243899.17
N:674568.88 E:1244037.24
N:674667.11 E:1244320.71
N:674763.18 E:1244274.17
N:674794.24 E:1244248.56
N:674746.36 E:1244254.06
N:674777.21 E:1244228.24
N:674647.96 E:1244274.36 N:674648.63 E:1244254.40
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
C /L
C /L
C /L
C/L C/L C/L
C/ L
C/ L
C/L
C/L
C/L
C/L
C /L
C/L C/L
C /L
C /L
C /L
C/L
C/LC/LC/LC/LC
/L
C /L
C /L
C /L
C/ L
C /L
C/ L
C/L
C/L
C/LC/LC/LC/LC/LC/L
N:675027.40 E:1244014.95
N:674966.46 E:1244002.28
FUEL LINE STORM
SEWER CROSSING
SEE GENERAL SHEET
NOTE 4
N:674703.08 E:1243629.29
US Army Corps of Engineers ®
SHEET ID
U S
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M A
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A1
DEMOLITION PLAN
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. CONTRACTOR SHALL PROTECT EXISTING JET FUEL
LINE AT ALL TIMES.
4. THERE IS AN EXISTING JET FUEL LINE THAT PASSES
THROUGH THE TOP OF THE 60” STORM SEWER LINE
WITHIN A 12” CORRUGATED METAL CARRIER PIPE
(CMP) AT THE LOCATION NOTED IN GRID G1. THE
STRUCTURAL INTEGRITY OF THE STORM SEWER
LINE IS UNKNOWN. THE CONTRACTOR SHALL
PROTECT THIS AREA FROM ALL EQUIPMENT AND
CONSTRUCTION LOADS THROUGHOUT THE
DURATION OF CONSTRUCTION. THE CONTRACTOR
SHALL EXCAVATE THE AREA TO DETERMINE THE
ACTUAL CONDITION OF THE CMP AND OR
CONCRETE CAP IF PRESENT. THE CONTRACTOR
SHALL REPORT THE FINDINGS, WITH
PHOTOGRAPHS TO THE GOVERNMENT
IMMEDIATELY, AND SHALL SEEK COR APPROVAL
PRIOR TO BACKFILL. HAND-OPERATED
COMPACTION EQUIPMENT SHALL BE USED IN LIEU
OF LARGER EQUIPMENT WITHIN 10' OF THE UTILITY
INTERSECTION AND FOR FILL DEPTHS LESS THAN
OR EQUAL TO 3'.
SHEET KEYNOTES
GENERAL SHEET NOTES
29 16
6 TYP. 24
2. DEMOLISH BITUMINOUS PAVEMENT AND BASE
3. DEMOLISH CONCRETE CURB AND GUTTER
4. DEMOLISH CONCRETE PAVEMENT AND BASE
5. DEMOLISH CONCRETE SIDEWALK AND BASE
6. DEMOLISH CONCRETE BOLLARDS
7. SAW CUT PAVEMENT WITH STRAIGHT EDGE
8. DEMOLISH STORM DRAINAGE PIPE
9. DEMOLISH STORM DRAINAGE STRUCTURE
12. DEMOLISH WATER LINE
13. DEMOLISH END SECTION
15. DEMOLISH NATURAL GAS LINE
16. DEMOLISH LIGHT POLE AND CONCRETE BASE
18. PROTECT EXISTING JET FUEL LINE
20. PROTECT EXISTING 60" STORM DRAINAGE PIPE TO
REMAIN
24. DEMOLISH FENCE - SEE SHEET GC101 AND GC102 FOR
PHASING
29. DEMOLISH SITE ELECTRICAL - SEE SITE ELECTRICAL
PLANS
30. DEMOLISH SITE COMMUNICATION - SEE SITE
ELECTRICAL PLANS
39. CONSTRUCTION LIMITS
47. ABANDON IN PLACE STORM SEWER PIPE AND FILL
WITH CONCRETE
52. ABANDON IN PLACE COMMUNICATION - SEE SITE
ELECTRICAL PLANS
SCALE: 1" = 30' 0 30' 60'
52 52
2.
30 29
7 7
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SET R
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.21
SET R
EBAR
.21
SET R
EBAR
.21
XX
X X
X X
X X X X X X X
X X
X
X
CRCS
DS
DS DS
DS DS DS
DS
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DS
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X
X X
X X
XX
X
X
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X
X
X
X
X
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
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N N
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2 3 4 5 6 7 8 9 10
F
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C R
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A1 OVERALL SITE PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 50' 100' 200'
CS101 CS102
M A
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CS103
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MECH
COMM
ELEC
FTU
FFE=3231.00
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X X X
X
X
X
X
X
X
XXXXX
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
.528
.05
VAN
B7273
BERGSTROM DR
B7274
DS
DS DS
X XX
8'
.7
78'
10'
8'
10'
.8
10' 8'45'20'
9.
5'
10'
.1
.5
.5
R20'
R20'
R15
R
R
0'
R20
R30' R18'
N:675103.83 E:1243958.27
N:675427.33 E:1243686.67N:675486.25
E:1243637.22
N:675303.71 E:1243300.57
N:675267.09 E:1243238.99
N:674769.55 E:1243573.61
N:674819.47 E:1243587.91
N:674907.77 E:1243595.87
N:674933.94 E:1243574.02
N:675007.44 E:1243486.44
N:675237.88 E:1243294.11
N:675220.78 E:1243273.57
N:675189.93 E:1243578.28 N:675130.24
E:1243628.11
N:675201.69 E:1243469.54
N:675053.68 E:1243593.08
R
8'R
0'
R8
R50
R18'
R40.3'
R1.7'
R2
N:674958.77 E:1243900.93
N:675077.36 E:1243952.43
N:675416.69 E:1243669.20
N:675383.37 E:1243613.65
N:675036.35 E:1243903.30
N:675134.66 E:1243525.49
N:675103.36 E:1243459.78
.6'
10.2' 14 .6
TYP.
TYP.
N:674817.50 E:1243741.39
R15'
9'
9'
R50'
R50'
R30 'R12'
US Army Corps of Engineers ®
SHEET ID
U S
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2 3 4 5 6 7 8 9 10
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A1
SITE PLAN
PLAN NORTH
M A
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TYP.
TYP.
TYP.
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. COORDINATES FOR THE BUILDING ARE LOCATED AT THE
OUTSIDE FACE OF WALL. COORDINATE BUILDING LAYOUT
WITH THE ARCHITECTURAL PLANS.
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/434 POV SPACES
ONSITE 350 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
6 6
6 440
7 8 TYP.
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE -
DETAIL G1/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
10. 10" WHITE STOP BAR - DETAIL B8/C-501
11. R1-1 STOP SIGN AND POST - DETAIL B4/C-501
14. 33' UNOBSTRUCTED SPACE
17. DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLAN
18. ACCESSIBLE RAMP - DETAIL D3/C-502
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
23. CONCRETE STOOP - SEE STRUCTURAL PLAN
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
32. AIRFIELD SECURITY FENCE FE-7 - DETAIL A1/C-510
34. LOADING ZONE - DETAIL C10/C-501
38. CONCRETE CURB AND GUTTER MATCH EXISTING WIDTH
AND PROFILE
40. 30" CONCRETE CURB AND GUTTER MODIFIED ROLL
CURB- DETAIL D6/C-502 STARTS AT CURB TAPER
43. CONCRETE FLUME - SEE GRADING
45. BOLLARD - DETAIL D1/C-502
47. STRIPED ISLAND - DETAIL C8/C-501
51. MOTORIZED CANTILEVER SLIDING SECURITY GATE
DETAIL A1/C-511 - SEE ELECTRICAL
53. 6' CURB TAPER - DETAIL E9/C-501
56. MECHANICAL EQUIPMENT - SEE MECHANICAL
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
60. DO NOT ENTER (R5-1) SIGN AND SIGN POST
61. 5" SINGLE SOLID WHITE ROAD MARKING
65. THICKENED EDGE EXPANSION JOINT AT
STRUCTURE/BLDG - DETAIL F3/C-505
67. CONCRETE SIDEWALK RAMP TO STOOP
69. BUILDING BOLLARD - SEE STRUCTURAL PLAN
70. 5' X 10' INDUCTION LOOP DETECTOR. SAWCUT AND
SEAL IN PAVEMENT PER MANUFACTURERS
RECOMMENDATION
38 38 38
SCALE: 1" = 30' 0 30' 60'
TYP.
23 23
23 23
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
TYP.
69 TYP.
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ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
XXXXXXX
X
X X
X X
X X
X X
X X X X
XX
24 24
23 44 44
7 4
DS
DS
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
VA
N
BERGSTROM DR
B7520
X
36.7' 6'
18.5' 26' 18.5' 18.5' 26' 18.5' 18.5' 26' 20'
.5
R14 .5'
36.7'
R30'
R25'
R8
R3.5'
R 15'
R13'
R 30'
R15
R30'
R25'
10' X 20' SPACES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
' X
0'
S
PA
C
ES
20' 26' 20'
11.2'
N:674667.08 E:1244320.71
N:674741.94 E:1244257.73
N:675032.65 E:1244011.56
N:674582.63 E:1243739.45
N:674675.85 E:1243661.65
N:674710.29 E:1243664.75
N:674792.06 E:1243762.72
N:674606.70 E:1243900.15
N:674622.78 E:1243988.78
N:674657.53 E:1243959.59
N:674567.85 E:1244036.03
N:674647.96 E:1244274.36
N:674648.63 E:1244254.40
R30'
N:675008.27 E:1244002.90
N:674749.59 E:1244024.73
N:674712.10 E:1243979.82
N:674651.94 E:1244162.50
N:674684.97 E:1244106.84
N:674682.67 E:1244176.91
N:674723.12 E:1244026.62
N:674561.59 E:1244054.25
N:674690.75 E:1243688.93
N:674717.32 E:1243673.17
N:674719.62 E:1243691.54
.5
N:674705.03 E:1244001.89
N:674951.80 E:1243969.70
N:674960.31 E:1243983.02
30'
6'6'
5'5'
5' 5.
5'
5.
5'
5'
6'
R3'
R2'
R10'
R10
R100'
R3'
10'
9' 9'
9' 9'
9'
TY
P.
TYP.
TYP.
9'
N:674817.50 E:1243741.39
TY
P.
TY
P.
TY
P.
R50'
R50'
N:674672.27 E:1243655.25
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
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F O
R C
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BA
SE
, S
O U
TH
D
AK
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TA
P
R O
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C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
SITE PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
S F
O R
C O
N T
IN
U
A T
IO
N
TYP.
1. SITE BITUMINOUS PAVEMENT AND BASE - DETAIL
E1/C-501
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE
- DETAIL G1/C-501
3. ROAD BITUMINOUS PAVEMENT AND BASE - DETAIL
E4/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
13. 4" DOUBLE SOLID YELLOW ROAD MARKING - A8/C-501
14. 33' UNOBSTRUCTED SPACE
18. ACCESSIBLE RAMP - DETAIL D3/C-502
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
30. 5' CHAIN LINK FENCE
32. AIRFIELD SECURITY FENCE FE-7 - DETAIL A1/C-510
38. CONCRETE CURB AND GUTTER MATCH EXISTING
WIDTH AND PROFILE
43. CONCRETE FLUME - SEE GRADING
45. BOLLARD - DETAIL D1/C-502
47. STRIPED ISLAND - DETAIL C8/C-501
53. 6' CURB TAPER - DETAIL E9/C-501
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
62. BICYCLE RACK - DETAIL A8/C-502
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. COORDINATES FOR THE BUILDING ARE LOCATED AT
THE OUTSIDE FACE OF WALL. COORDINATE BUILDING
LAYOUT WITH THE ARCHITECTURAL PLANS.
TYP. 7 443
TYP.
TYP.
8 TYP.
EXISTING PARKING B7274
NORTH LOT 125 POV SPACES
EAST LOT 105 POV SPACES
ACCESSIBLE PARKING 5 SPACES
FTU PARKING (195 FTE) 137 POV SPACES @ 70%
FTU PARKING (111 STUDENTS) 67 POV SPACES @ 60%
ACCESSIBLE PARKING 8 SPACES
TOTAL POV REQ/PROVIDED 434/434 POV SPACES
ONSITE 350 SPACES
OFFSITE BID OPTION 84 SPACES
TOTAL ACCESSIBLE PARKING
REQ/PROVIDED 8/8 SPACES
(CALCULATION PER ONSITE PARKING)
GOV FLIGHT KITCHEN PARKING 13 SPACES
CTK PARKING 18 SPACES
GOV CTK PARKING 4 SPACES
SCALE: 1" = 30' 0 30' 60'
TYP.24
9 TYP.
EX
. C
O N
C R
ET
E
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
SI
TE
P
LA
N
CS102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
4 ADJACENT HANGAR LEGEND
15" RCP
3237.32
INV=
3241.62
12" R C
P
4" DRAIN TILE
INV=3236.46
AI
RIM=3242.40
INV.SE=3240.00
STMH
RIM=3242.77
INV.NE=3238.38
INV.N=3238.26
INV.SE=3238.23
18" RCP
AI
RIM=3241.89
INV.NE=3238.55
INV.SW=3238.54
SET R
EBAR
.21
SET R
EBAR
.21
SET R
EBAR
.21
SIM FACILITY
ADDITION
FFE=3245.50
B8225
EXISTING
SIM FACILITY
FFE = 3243.5
XX
X X
X X
X X X X X X X
X X
X
X
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P P
P P
P
HYD
X X
X X
X X
HYD
FDC
T
CMH
EMH
EMH
CMH
CMH
CMH
EMH
ES
DS
DS DS
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1 OVERALL JOINT LAYOUT PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CP101
CP102
M A
TC
H
L
IN
E
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
O
VE
R
AL
L
JO
IN
T
LA
YO
U T
PL
AN
CP100
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
B7274
B7273
MECH
COMM
ELEC
FTU
FFE=3231.00
X
X X
X X
X X
X
X X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X X X
X
X
X
X
X
XX
XXXXX
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
B7273
BERGSTROM DR
B7274
DS
DS DS
A
R ED
A
RRR
RR
R
R R
RRRR
R
R
RRR
R
R
RR
R
R R
R
R
R R R
R R
R R
R
RR
R
R
R R
R R
RR
R
RR
R
R RR
D A D AA
C
C
C
C
C
C
C
C
XE
B
B
B B
B
B
B
E
C C C C C C C C C C C C C C C C C C C C C C
C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C
A
A
A
A
D
D
D
RF
A
D
A
D
D
AA A
276'
SL
AB
S@
11 SLABS@12.5'
2 SLABS@10.5'
10 SLABS@12.5'
12.35'
7 SLABS@12.5'
SL
AB
S@
SL
AB
S@
9'
4 SLABS@10'
.6
SL
AB
S@
F
F
F
F
F
F
1.5'
1.5' R
R
R
R
R
RR
R R R R R R R R R R R R
R
R
R
R
R
R R
R R R R R R R
RRRRR
11.17'
R
R R
13.7'
A R C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
JOINT LAYOUT PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
P F
O R
C O
N T
IN
U
A T
IO
N
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. REFER TO C-001 FOR UTILITY STRUCTURES THAT
APPEAR IN PAVED AREAS AND THEIR ASSOCIATED PLAN
REQUIREMENTS.
SCALE: 1" = 30' 0 30' 60'
C DOWELED CONTRACTION JOINT, TYPE C
- DETAIL E3/C-505
D DOWELED CONSTRUCTION JOINT, TYPE D
- DETAIL E1/C-505
REINFORCED PCC PAVEMENT, TYPE R
- DETAIL A1/C-505
R
A TIED CONSTRUCTION JOINT, TYPE A
- DETAIL C1/C-505
E THICKENED EDGE EXPANSION JOINT, TYPE E
- DETAIL B1/C-505
B BUTT JOINT, TYPE B - DETAIL C3/C-505
F THICKENED EDGE EXPANSION JOINT AT
STRUCTURE, TYPE F - DETAIL F3/C-505
LEGEND
XE EXPANSION CONSTRUCTION JOINT AT EXISTING
PAVEMENT, TYPE XE - DETAIL A3/C-505
RF RIGID/FLEXIBLE PAVEMENT THICKENED EDGE
JOINT, TYPE RF - DETAIL F6/C-505
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
JO
IN
T
LA
YO
U
T
PL
AN
CP101
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
B7520
DI
INV.W=3222.38
INV.E=3222.33
XXXXXXX
X
X
X X
X X
X X
X
X
X
X
X X
X X
X X
X X
X X
X
X
X
X X
X X
X
X
BERGSTROM DR
B7520
R R
R
R
R R
A C
D
D
R
R
R R
R
R
R
R
R
R
RRRRR
R R
R
R
A A
RF
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
SL
AB
S@
S
LA
BS@
SL
AB
S@
'A
LO
NG
C L
C
C
2 SLABS@13'
R
B
B
B
B
B
XE
RF
X
E
D
RF
A C C
2 SLABS@10.5'
10.36'
A R R C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
JOINT LAYOUT PLAN
PLAN NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
P F
O R
C O
N T
IN
U
A T
IO
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 30' 0 30' 60'
GENERAL SHEET NOTES
LEGEND
RF RIGID/FLEXIBLE PAVEMENT THICKENED EDGE
JOINT, TYPE RF - DETAIL F6/C-505
C DOWELED CONTRACTION JOINT, TYPE C
- DETAIL E3/C-505
D DOWELED CONSTRUCTION JOINT, TYPE D
- DETAIL E1/C-505
REINFORCED PCC PAVEMENT, TYPE R
- DETAIL A1/C-505
R
A TIED CONSTRUCTION JOINT, TYPE A
- DETAIL C1/C-505
E THICKENED EDGE EXPANSION JOINT, TYPE E
- DETAIL B1/C-505
B BUTT JOINT, TYPE B - DETAIL C3/C-505
X DOWELED CONSTRUCTION JOINT AT EXISTING
PAVEMENT, TYPE X - DETAIL A3/C-505
XE EXPANSION CONSTRUCTION JOINT AT EXISTING
PAVEMENT, TYPE XE - DETAIL A3/C-505
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
JO
IN
T
LA
YO
U
T
PL
AN
CP102
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
ADJACENT HANGAR LEGEND
COORDINATE WITH GC102 FOR REQUIREMENTS
INV=3237.12
AG VALVE
CMH 7
CMH
461BD
12" RCP
" R
CP
24" RCP
12" RCP 36" RCP
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
SET R
EBAR
.21
SET R
EBAR
.21
SET R
EBAR
.21
ST ST STST ST
ST ST
ST ST ST
ST
ST
ST
ST ST
ST ST
ST
ST
ST
ST
ST
XX
X X
X X
X X X X X X X
X X
X
X
P
P
P P P
P
ST ST
ST
ST
ST
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
P
ST
ST
X X
X X
X X
ST ST ST
T
DS
DS DS
ST
STST
B7520
B7274
B8210
FTU
MPF
FTD
SIM
OFFSITE
FTU AREA
EP
H
OW
E
ST
MCCONNELL
BLV
D
BERGSTROM DR
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
AL
A
VE
N
U , S
U
IT
E
O
M
AH
A, N
EB
R
AS
KA
O C
TO
BE
R
B-
: F O
R M
AL
T
R
AI
N
IN
G U
N
IT
/A M
U (F
TU
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
P
R O
JE
C
T N
U M
BE
R
: F
XB
M
W
F2 1R
ADVERTISEMENT - 100% DESIGN
FTU
AM
-0
2:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
A1
OVERALL GRADING AND DRAINAGE PLAN
PLAN NORTH
GENERAL SHEET NOTES
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 100' 0 100' 200'
CG101 CG102
M A
TC
H
L
IN
E
CG103
D . E
LL
ED
G E
T.
BE
LI
AK
O
VA
L.
T
AL
IA
FE
R
R O
J.
H
AL
L
O
VE
R
AL
L G
R
AD
IN
G
A N
D D
R
AI
N
AG
E
PL
AN
CG100
AM
-0
4:
D
ES
IG
N
IS
SU
ED
F
O R
P R
IC
IN
G
/2
32303233
B7274
B7273
TD
AI
RIM=3230.33
INV.N=3225.12
INV.E=3225.06
18" RCP
TD TD
TD
3225 32
3234 3233
3232 32
3" WATER
8" WATER
8" WATER
12" WATER
3" IRRIG
W
ATER
APPRO
X
AI
RIM=3228.77
INV.E=3223.26
INV.S=3222.95
UNVERIFIED STORM LINE
UNVERIFIED FUEL LINE
ST ST ST ST ST ST ST ST ST ST
ST
ST
ST ST ST ST ST ST
MECH
COMM
ELEC
P P
FTU
FFE=3231.00
ST ST ST ST ST ST ST
ST
ST
ST ST ST ST ST ST ST ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST ST ST ST
ST
X X X X X X X X
X
X X X X X X X X X X X X X X X X X X X X X
X X
X X
X X X X
X
X
X
X
X
X
XXXXX
30.98
30.0
29.4
30.530.98
30.3
30.68
30.51
30.85
29.4
28.4
27.5
30.0
30.96
30.5
30.5
30.9830.98
30.86
30.6930.530.5
30.9830.98
30.8
30.2 30.98
30.5
30.5
30.5
29.9
30.12 30.0
29.929.8
29.65
29.65
29.6229.9
29.4
.5
30.5
30.
.5
29.2
28.928.3 27.8
.7
26.5
27.3
28.0
28.3
33.14
33.07
32.35
32.5
32.85
32.7
33.233.5
P P P P
P P
P P
P P P P P P P P P
P P
P P
P P
P
ST ST ST ST ST ST
28.45
P
DS
DS DS
DS DS DS
DS
DS
DS
DS
DS DS
DS
DS
DS
30.5
P P
P
STSTSTSTSTST
ST
ST
ST
STSTSTSTSTST
ST
ST ST ST ST ST ST ST ST ST ST ST
31.65
32.63
.5
29.65 30.78
30.3
30.0
30.0 30.0 30.0
30.
.25
30.69
30.96
30.5
30.82
30.9
27.
28.8
27.6
.5 27
.6 28.2
27.1
28.028.0
28.1 28.6
29.0
B7273
BERGSTROM DR
B7274
DS
DS DS
ST
ST
ST
ST
ST
STSTSTSTSTSTST
30.96
ST
ST
30.98
30.96
30.80
30.80
30.80
30.72
30.4030.40
30.70
30.5
30.
30.
.25
.25
30.
.20
.20
30.
30.
30.
30.
.20 30.
.20
.2030.
.25 30 .25
30.
30.
30.5
30.5
30.2 30.32
30.32
30.78 30.98
30.78 30.78
30.98
30.96 30.92
30.96 30.96
30.9630.92 30.92
30.92 30.96
30.96
30.92
30.92
30.92 30.92
30.92 30.96
30.
30.
3228323132323233
CO INV=3226.4
CO INV=3228.0
CO INV=3228.0CO INV=3228.5
CO INV=3226.7
CO INV=3228.5
CO INV=3228.0
CO INV=3228.0
CO INV=3227.4
CO INV=3226.6
STMH-C8.1
STCI-C8.1.1
STCI-C8.2
STCI-C8.3
STDI-C8.3.1
STDI-C8.3.2
STCI-C8.4
STDI-C8.5
STDI-C8.5.1
STDI-C8.6
STDI-C8.7
STCI-C11
STCI-C12
STDI-C12.1
STCI-C13
STMH-C10
STMH-C10.1
STMH-C10.2STMH-C10.3
STDI-C8.8
STDI-C8.9
STCI-C14
X5
X1
US Army Corps of Engineers ®
SHEET ID
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1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. ALL SPOT ELEVATIONS ARE TRUNCATED. DATUM
STARTS AT 3200
4. SEE PROFILES FOR STORM SEWER PIPE SIZES AND
MATERIAL TYPES.
5. SLOPE UTILITY YARD SIDEWALK TO DRAIN THROUGH
UTILITY YARD WALL BLOCK OUTS.
6. THE CONTRACTOR SHALL MATCH EXISTING GRADES AT
NEW PAVEMENT LOCATIONS WHERE ABUTTING
EXISTING PAVEMENTS, ELEVATIONS SHOWN ARE
APPROXIMATE AT THESE LOCATIONS.
7. PERIMETER TRENCH DRAINS SHALL BE SLOPED AT 1%
MINIMUM FROM THE STARTING POINT TO THE
CONNECTING MANHOLE OR INLET. PERFORATED PIPE
SHALL ONLY BE USED IN THE GRAVEL TRENCH DRAIN.
SOLID PIPE SHALL BE USED UNDER ALL HARD
SURFACES AND OUTSIDE THE GRAVEL TRENCH DRAIN.
8. ALL PERIMETER DRAIN CLEANOUTS SHALL HAVE A
COLOR MATCHING 6-INCH PVC DRAIN GRATE IN LIEU OF
A CAP INSTALLED 2-INCHES ABOVE SURROUNDING
RIVER ROCK ELEVATION.
9. SEE DETAILS FOR PIPE BEDDING REQUIREMENTS.
10. THE CONTRACTOR SHALL PROTECT THE EXISTING JET
FUEL LINE AT ALL TIMES.
GENERAL SHEET NOTES
1. REINFORCED CONCRETE STORM SEWER PIPE
2. PRECAST CONCRETE MANHOLE - DETAIL D3/C-503
3. PRECAST CONCRETE DROP INLET - DETAIL D3/C-503
4. CONCRETE FLUME - DETAIL C8/C-503
6. PERIMETER TRENCH DRAIN (SEE GENERAL SHEET
NOTE 7) - DETAIL F9/C-501
13. PRECAST CURB INLET - DETAIL D1/C-503
20. CLEANOUT - DETAIL D8/C-506
22. 10" PVC SDR-26 - PER SPECIFICATION 33 30 30 00
23. 12" PVC…
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