W912PL-19-R-0016_Solicitation_Drawings.pdf
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- Attached to
- FY19 COMBAT RESCUE HELICOPTER SIMULATOR BUILDING Federal contract opportunity
- Solicitation number
- W912PL-19-R-0016
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W912PL-19-R-0016 Solicitation Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912PL-19-R-0016_Amendment0002.pdf | ||
| W912PL-19-R-0016_Amendment0001.pdf | ||
| 20190403-CRH_(Site_visit_sign-in_sheet).pdf | ||
| W912PL-19-R-0016_Solicitation_Specifications.pdf |
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US Army Corps of Engineers ®
DELIVERY ORDER NO.
Albuquerque District
COMBAT RESCUE HELICOPTER (CRH) SIMULATOR FACILITY
CONTRACT NO.
W912PP18F0010
READY TO ADVERTISE
NELLIS AIR FORCE BASE, NEVADA
W912PP17D0014
BUILDING 61696
PROJECT RKMF 12-3009
SUBMITTAL DATE: 12/14/18
READY TO ADVERTISE
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US Army Corps of Engineers ®
COMBAT RESCUE HELICOPTER (CRH) SIMULATOR FACILITY
NELLIS AIR FORCE BASE NEVADA
BURNS & McDONNELL
9400 WARD PARKWAY
KANSAS CITY, MO 64114
(816) 333-9400
DELIVERY ORDER NO.
CONTRACT NO.
W912PP18F0010
W912PP17D0014
BUILDING 61696
PROJECT RKMF 12-3009
Albuquerque District
READY TO ADVERTISE
SHT NO ELECTRICAL SHEET NAME
E-001 ELECTRICAL SYMBOLS LEGEND - 1 OF 2
E-002 ELECTRICAL SYMBOLS LEGEND - 2 OF 2
ES101 ELECTRICAL SITE PLAN
E-101 POWER PLAN
E-102 MEP COORDINATION FLOOR PLAN
E-103 LIGHTING PLAN
E-104 LIGHTNING PROTECTION PLAN
E-401 POWER ENLARGED PLAN
E-501 ELECTRICAL DETAILS
E-502 ELECTRICAL DETAILS
E-503 ELECTRICAL DETAILS
E-504 ELECTRICAL DETAILS
E-505 ELECTRICAL DETAILS
E-506 ELECTRICAL DETAILS
E-601 PANELBOARD SCHEDULES
E-602 PANELBOARD SCHEDUELS
E-701 POWER SITE ONE-LINE
E-702 BUILDING POWER ONE-LINE DIAGRAM
SHT NO ARCHITECTURAL SHEET NAME
AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS
AG002 ARCHITECTURAL GENERAL NOTES
AG003 ABA /ADA INFORMATION
SR-101 SECURITY PLAN
F-001 LIFE SAFETY CODE AND CRITERIA
F-101 GROUND FLOOR LIFE SAFETY PLAN
A-001 AIR BARRIER PLANS
A-002 AIR BARRIER SECTIONS
A-101 OVERALL GROUND FLOOR PLAN
A-102 OVERALL ROOF PLAN
A-111 GROUND FLOOR PLAN AREA - A
A-112 GROUND FLOOR PLAN AREA - B
A-151 OVERALL GROUND FLOOR REFLECTED CEILING PLAN
A-201 EXTERIOR BUILDING ELEVATIONS
A-202 EXTERIOR BUILDING ELEVATIONS
A-203 EXTERIOR BUILDING ELEVATIONS - ADDITIVE
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-311 WALL SECTIONS
A-312 WALL SECTIONS
A-313 WALL SECTIONS
A-351 SECTION DETAILS
A-352 SECTION DETAILS
A-353 SECTION DETAILS
A-354 SECTION DETAILS
A-401 TOILET ROOM PLAN AND ELEVATIONS
A-501 PARTITION TYPES
A-511 PARTITION TYPE DETAILS
A-521 PENETRATION DETAILS
A-601 DOOR SCHEDULE
A-621 DOOR DETAILS
A-622 DOOR DETAILS
A-623 DOOR DETAILS
A-651 LOUVER SCHEDULE AND DETAILS
A-701 ROOM FINISH SCHEDULE
A-711 WALL FINISH, FLOOR FINISH AND SIGNAGE PLAN
A-712 SIGNAGE SCHEDULE DETAILS
A-751 INTERIOR ELEVATIONS
I-101 OVERALL GROUND FLOOR FURNITURE PLAN
I-102 OVERALL GROUND FLOOR FURNITURE PLAN - ADDITIVE
I-103 INTERIOR ELEVATIONS
I-104 INTERIOR ELEVATIONS - ADDITIVE
SHT NO STRUCTURAL SHEET NAME
S-001 GENERAL NOTES & LEGEND
S-002 GENERAL NOTES & ABBREVIATIONS
S-003 LOADING DIAGRAMS
S-011 TYPICAL CONCRETE DETAILS 1 OF 2
S-012 TYPICAL CONCRETE DETAILS 2 OF 2
S-013 TYPICAL MASONRY DETAILS
S-014 TYPICAL STEEL DETAILS
S-101 FOUNDATION & SLAB PLAN
S-111 ROOF FRAMING PLAN
S-201 BRACING ELEVATIONS & DETAILS
S-211 GIRT ELEVATIONS & DETAILS
S-301 FOUNDATION & SLAB SECTIONS
S-311 ROOF FRAMING SECTIONS
S-501 MISCELLANEOUS SECTIONS & DETAILS
SHT NO GENERAL SHEET NAME
G-000 COVER
G-001 DRAWING INDEX
SHT NO FIRE PROTECTION SHEET NAME
FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA101 FIRE ALARM AND MASS NOTIFICATION FLOOR PLAN
FA501 FIRE ALARM ONE-LINE DIAGRAM AND DETAILS
FA601 FIRE ALARM MATRIX
FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS
FX101 FIRE SUPPRESSION FLOOR PLAN
FX601 FIRE SUPPRESSION RISER DIAGRAM
SHT NO MECHANICAL SHEET NAME
M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS
M-100 OVERALL GROUND FLOOR HVAC PLAN
M-101 AREA A GROUND FLOOR HVAC PLAN
M-102 AREA B GROUND FLOOR HVAC PLAN
M-105 OVERALL GROUND FLOOR MECHANICAL PIPING PLAN
M-106 AREA A GROUND FLOOR MECHANICAL PIPING PLAN
M-107 AREA B GROUND FLOOR MECHANICAL PIPING PLAN
M-301 MECHANICAL SECTIONS
M-401 ENLARGED HVAC PLAN
M-402 ENLARGED PIPING PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DETAILS
M-507 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-603 MECHANICAL SCHEDULES
M-610 CHILLED WATER FLOW DIAGRAM
M-611 HEATING WATER DIAGRAM
M-701 MECHANICAL CONTROLS LEGEND
M-702 MECHANICAL CONTROLS ARCHITECTURE & MISCELLANEOUS CONTROLS
M-703 MECHANICAL CONTROL SCHEMATIC - CHILLED WATER PLANT
M-704 MECHANICAL CONTROL SCHEMATIC - HEATING WATER PLANT
M-705 MECHANICAL CONTROL POINTS SCHEDULE - HEATING WATER PLANT
M-706 MECHANICAL CONTROL SCHEMATIC - VAV AIR HANDLING UNIT
M-707 MECHANICAL CONTROL SEQUENCE OF OPERATIONS - VAV AHU
M-708 MECHANICAL CONTROL POINTS SCHEDULE - VAV AIR HANDLING UNIT
M-709 MECHANICAL CONTROL SCHEMATIC - SINGLE ZONE VAV AIR HANDLING UNIT
M-710 MECHANICAL CONTROL SEQUENCE- SINGLE ZONE VAV AIR HANDLING UNIT
M-711 MECHANICAL CONTROL POINTS SCHEDULE - SINGLE ZONE VAV AIR HANDLING UNIT
M-712 MECHANICAL CONTROL SCHEMATIC - VAV TERMINAL UNIT
M-713 MECHANICAL CONTROL SCHEMATIC - COMPUTER ROOM AIR CONDITIONER
M-714 MECHANICAL CONTROL SCHEMATIC - FAN COIL UNIT
M-715 MECHANICAL CONTROL SCHEMATIC - DUCTLESS SPLIT SYSTEM
M-901 MECHANICAL ISOMETRICS
SHT NO PLUMBING SHEET NAME
P-001 PLUMBING NOTES, LEGEND, SYMBOLS & ABBREVIATIONS
P-100 OVERALL UNDERGROUND PLUMBING PLAN
P-101 AREA A UNDERGROUND PLUMBING PLAN
P-102 AREA B UNDERGROUND PLUMBING PLAN
P-105 OVERALL ABOVEGROUND WASTE & VENT PLAN
P-106 AREA A ABOVEGROUND WASTE & VENT PLAN
P-107 AREA B ABOVEGROUND WASTE & VENT PLAN
P-110 OVERALL ABOVEGROUND PLUMBING PLAN
P-111 AREA A ABOVEGROUND PLUMBING PLAN
P-112 AREA B ABOVEGROUND PLUMBING PLAN
P-301 PLUMBING ENLARGED PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-901 WASTE & VENT RISER DIAGRAM
P-902 DOMESTIC WATER RISER DIAGRAM
P-903 PLUMBING ISOMETRIC
CU503 UTILITY DETAILS 3
CU502 UTILITY DETAILS 2
CU501 UTILITY DETAILS 1
CU200 UTILITY PROFILES
CU102 ENLARGED UTILITY PLAN 2
CU101 ENLARGED UTILITY PLAN 1
CU100 OVERALL UTILITY PLAN
CG102 ENLARGED GRADING PLAN 2
CG101 ENLARGED GRADING PLAN 1
CG100 OVERALL GRADING PLAN
CS504 SWING GATE DETAIL
CS503 SITE DETAILS 3
CS502 SITE DETAILS 2
CS501 SITE DETAILS 1
CS111 ADDITIVE SITE AND GRADING PLAN
CS102 ENLARGED SITE PLAN 2
CS101 ENLARGED SITE PLAN 1
CS100 OVERALL SITE PLAN
CD102 ENLARGED DEMOLITION PLAN 2
CD101 ENLARGED DEMOLITION PLAN 1
CD100 OVERALL DEMOLITION PLAN
V-100 OVERALL EXISTING CONDITIONS PLAN
B-102 BORING LOGS 2
B-101 BORING LOGS 1
B-100 BORING LOCATION PLAN
C-002 LEGEND AND ABBREVIATIONS
C-001 ACCESS PLAN AND VICINITY MAP
SHT NO CIVIL
SHT NO TELECOMMUNICATION SHEET NAME
T-001 TELECOMMUNICATIONS LEGEND
T-101 TELECOMMUNICATIONS PLAN
T-401 TELECOMMUNICATIONS ENLARGED PLAN AND ELEVATION
T-501 TELECOMMUNICATIONS DETAILS
T-502 TELECOMMUNICATIONS DETAILS
T-701 TELECOMMUNICATIONS SCHEDULE/RISER
TY001 SECURITY SYSTEMS LEGEND, NOTES, & ABBREVIATIONS
TY101 SECURITY FLOOR PLAN
TY501 SECURITY DETAILS
TY502 SECURITY DETAILS
TY701 SECURITY SCHEDULE/RISER
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C-001
A1
ACCESS PLAN AND VICINITY MAP
SCALE: 1"= 800'
N
0 800' 1600'
MAIN GATE
VISITOR CENTER
BASE ENGINEERING
N O
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H
N
E L
L
V
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N
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V
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BERGSTROM AVE. GATE
(AREA II GATE) AND
INSPECTION STATION
TRUCK / DELIVERY ROUTE (ALL
CONSTRUCTION TRAFFIC SHALL BE
RESTRICTED TO THIS ROUTE FOR
THE DURATION OF CONSTRUCTION)
PROJECT SITE
CONTRACTOR STAGING AREA
N O
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H
H
O L
L Y
W O
V
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NELLIS AFB
CONCRETE BLOCK WALL
CONCRETE PAVING
BUILDING
ONE FOOT CONTOUR
"L" TYPE CONCRETE CURB & GUTTER
"A" TYPE CONCRETE CURB
E x
UNDERGROUND ELECTRICAL LINE
FIVE FOOT INDEX CONTOUR
C x
COMMUNICATIONS LINE
E x
OVERHEAD ELECTRIC LINE
W x
WATER LINE
ROOF OVERHANG
EDGE OF ASPHALT PAVING
UNKNOWN UTILITY LINE
SS
x
SANITARY SEWER LINE
SD
x
STORM DRAIN
G x
GAS LINE
C x
TELEPHONE LINE
FIBER OPTIC LINE
1389.5
1389.0
FIRE PROTECTION LINE
RED GRANITE ROCK MULCH
GRAVEL PAVING
CONCRETE SIDEWALK
ASPHALT SIDEWALK
ASPHALT PAVING
KINDER MORGAN FUEL LINE
FENCE
SS
W
SD
G
PROPOSED SPOT ELEVATION
DITCH FLOW LINE
LIMITS OF GRADING
1893.12
SURVEY CONTROL POINT
BOLLARD
TELEPHONE JUNCTION BOX
ELECTRIC VAULT
GAS METER
FIRE HYDRANT
WATER VALVE / GATE VALVE
W
V
WATER BOX
UTILITY POLE
AREA LIGHT
SIGN POST
FIRE CONNECTION
WATER METER
GUY WIRE
ELECTRIC PULLBOX
SANITARY SEWER CLEAN OUT
SANITARY SEWER MANHOLE
TELEPHONE MANHOLE
W
UNK
UNKNOWN UTILITY
GAS VALVE
STORM DRAIN MANHOLE
UNKNOWN MANHOLE
ELECTRIC MANHOLE
GROUND LIGHT
STORM DRAIN GRATE
BORE HOLE
IRRIGATION VALVE
S
POST INDICATOR VALVE
BACKFLOW PREVENTER
PB
AREA LIGHT
CO
CO
CAP
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\C-001.DWG 12/13/2018 11:07 AM JTSCHNEIDER
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US Army Corps of Engineers
Albuquerque District
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C-002
GENERAL CIVIL NOTES:
1. SEE DRAWING V-100 FOR HORIZONTAL AND VERTICAL CONTROL BENCHMARK INFORMATION.
2. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET, UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, AND DIMENSIONS ARE POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF
CURB, OR OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.
4. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF APPLICABLE GOVERNMENT REGULATORY AGENCIES
AND THE CONTRACTING OFFICER.
5. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH DRAWINGS AND SPECIFICATIONS AND GOVERNMENT CODES, ORDINANCES, AND REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN REQUIREMENTS, CONTRACTOR SHALL SUBMIT ISSUE TO
THE CONTRACTING OFFICER.
6. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PROJECT'S GEOTECHNICAL ENGINEERING
REPORT. A GEOTECHNICAL ENGINEER SHALL BE RETAINED BY THE CONTRACTOR TO VERIFY CONSTRUCTION MEETS THE CONTRACT
DOCUMENTS AND TO OBSERVE FIELD CONDITIONS.
7. THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTION THROUGHOUT SITE CIVIL WORK TO CERTIFY THAT THE
PROJECT HAS MET THE REQUIREMENTS OF THE SPECIFICATIONS AND GEOTECHNICAL ENGINEERING REPORT.
8. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS, AND CONFIGURATIONS, AND ANY OTHER CHANGES OR DEVIATIONS FROM THE
INFORMATION PRESENTED ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED AND CONVEYED TO THE
CONTRACTING OFFICER. THIS INCLUDES BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES THAT WERE REVELED
DURING CONSTRUCTION.
9. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN HEREIN ARE THE BEST ESTIMATE AVAILABLE. THE
ENGINEER DOES NOT WARRANT THE COMPLETENESS OR CORRECTNESS OF THE LOCATIONS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO PROTECT IN PLACE ALL UTILITIES IDENTIFIED ON THESE DRAWINGS TO REMAIN. CONTRACTOR SHALL EXERCISE
REASONABLE DILIGENCE DURING EXCAVATION IN ALL AREAS.
10. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING TRACK OF ANY CONTRACTING
OFFICER-APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED CONSTRUCTION DRAWINGS. THESE
REVISIONS SHALL BE USED TO PREPARE RECORD DRAWINGS OF COMPLETED CONSTRUCTION.
11. ALL UTILITY CROSSING AND CONNECTION POINTS SHALL BE VACUUM OR HAND EXCAVATED PRIOR TO BEGINNING CONSTRUCTION OR
DEMOLITION ACTIVITIES.
12. NOTIFICATION SHALL BE GIVEN TO KINDER MORGAN RIGHT OF WAY SPECIALIST, MR. ROMMER RODRIGUEZ, AT 951-712-8842 AT LEAST 2
WEEKS PRIOR TO COMMENCEMENT OF ANY WORK DONE NEAR KINDER MORGAN'S PIPELINE. AT LEAST 72-HOURS BEFORE START OF
CONSTRUCTION, A SCHEDULE OF ACTIVITIES FOR THE DURATION OF THE PROJECT MUST BE MADE AVAILABLE TO FACILITATE THE
SCHEDULING OF KINDER MORGAN, INC.'S WORK SITE REPRESENTATIVE. ANY CONTRACTOR SCHEDULE CHANGES SHALL BE PROVIDED
TO KINDER MORGAN INC. IMMEDIATELY.
13. HEAVY EQUIPMENT WILL NOT BE ALLOWED TO OPERATE DIRECTLY OVER KINDER MORGAN PIPELINES OR IN KINDER MORGAN ROW
UNLESS WRITTEN APPROVAL IS OBTAINED FROM KINDER MORGAN. HEAVY EQUIPMENT SHALL ONLY BE ALLOWED TO CROSS KINDER
MORGAN PIPELINES AT LOCATIONS DESIGNATED BY KINDER MORGAN INC. CONTRACTOR SHALL COMPLY WITH ALL PRECAUTIONARY
MEASURES REQUIRED BY KINDER MORGAN TO PROTECT ITS PIPELINE. WHEN INCLEMENT WEATHER EXISTS, PROVISIONS MUST BE
MADE TO COMPENSATE FOR SOIL DISPLACEMENT DUE TO SUBSIDENCE OF TIRES. EQUIPMENT EXCAVATING WITHIN 10-FEET OF KINDER
MORGAN PIPELINES WILL HAVE A PLATE GUARD INSTALLED OVER THE TEETH TO PROTECT THE PIPELINE.
14. A KINDER MORGAN REPRESENTATIVE SHALL BE ON-SITE TO OBSERVE ANY CONSTRUCTION ACTIVITIES WITHIN 10-FEET OF A KINDER
MORGAN PIPELINE OR ABOVE GROUND APPURTENANCE. THE CONTRACTOR SHALL NOT WORK WITHIN THIS DISTANCE WITHOUT A
KINDER MORGAN REPRESENTATIVE BEING ON SITE. ONLY HAND EXCAVATION SHALL BE PERMITTED WITHIN 2-FEET OF KINDER MORGAN
PIPELINES. VALVES AND FITTINGS UNLESS STATE REQUIREMENTS ARE MORE STRINGENT. HOWEVER, PROCEED WITH EXTREME
CAUTION WHEN WITHIN 3-FEET OF THE PIPE.
15. A KINDER MORGAN REPRESENTATIVE WILL MONITOR CONSTRUCTION ACTIVITY WITHIN 25-FEET OF KINDER MORGAN FACILITIES DURING
AND AFTER THE ACTIVITIES TO VERIFY THE INTEGRITY OF THE PIPELINE AND TO ENSURE THE SCOPE AND CONDITIONS AGREED TO
HAVE NOT CHANGED. MONITORING MEANS TO CONDUCT SITE INSPECTIONS ON A PRE-DETERMINED FREQUENCY BASED ON ITEMS
SUCH AS: SCOPE OF WORK, DURATION OF EXPECTED EXCAVATOR WORK, TYPE OF EQUIPMENT, POTENTIAL IMPACT ON PIPELINE, COMPLEXITY OF WORK AND/OR NUMBER OF EXCAVATORS INVOLVED. KINDER MORGAN MAY SEEK REIMBURSEMENT OF ANY COSTS
INCURRED.
AFB AIR FORCE BASE
ANSI AMERICAN NATIONAL STANDARD INSTITUTE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
ATFP ANTI-TERRORISM FORCE PROTECTION
BM BENCHMARK
BOC BACK OF CURB
CL / C CENTERCLINE
CONC CONCRETE
CONST CONSTRUCTION
CP CONTROL POINT
DIA DIAMETER
DTL DETAIL
DWG DRAWING
E EAST / EXISTING
EA EACH
EG EXISTING GRADE
EL / ELEV ELEVATION
EP EDGE OF PAVEMENT
FG FINISHED GRADE ELEVATION
FF FINISHED FLOOR ELEVATION
FT FEET
INV INVERT ELEVATION
JF JET FUEL
JT JOINT
MAX MAXIMUM
MH MANHOLE
MIN MINIMUM
NIC NOT IN CONTRACT
N NORTHING / NEW
NAVD NORTH AMERICAN VERTICAL DATUM
NTS NOT TO SCALE
OD OUTER DIAMETER
OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
PCC PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PI POINT OF INTERSECTION
PROP PROPOSED
PSI POUNDS PER SQUARE INCH
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
RP RADIUS POINT
SD STORM DRAIN
SG SUBGRADE
SHT SHEET
SPEC SPECIFICATIONS
STA STATION
TBC TOP BACK CURB
TK THICK
TOC TOP OF CONCRETE
TOP TOP OF PAVEMENT
TOS TOP OF SLAB
TYP TYPICAL
W WEST / WATER
WL WATERLINE
WT WEIGHT
ABBREVIATIONS:
LEGEND:
EXISTING PROPOSED EXISTING PROPOSED
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXX
X
W
PB
PB
PB
PB
PB
PB
PB
B7
B1
B3
B5
B2
B6
B4
BORING LOCATION TABLE
NAME
B1
B2
B3
B4
B5
B6
B7
NORTHING
26794645.57
26794718.40
26794671.43
26794602.25
26794691.25
26794751.65
26794593.38
EASTING
819676.73
819686.98
819767.10
819769.76
819824.64
819632.98
819939.41
ELEVATION
1891.74
1891.99
1891.76
1892.10
1892.29
1892.64
1891.24
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Albuquerque District
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B-100
BORING LOCATION PLAN
SCALE: 1"= 50'
N
50' 100'0
EOD BLDG
(61697)
SUBSURFACE EXPLORATION NOTES:
1. THE BORING LOGS AND RELATED INFORMATION, INCLUDING
WATER LEVELS, DEPICT CONDITIONS ONLY AT THE SPECIFIC
LOCATIONS AND AT THE PARTICULAR TIME DESIGNED ON THE
LOGS.
2. SOIL CONDITIONS AT OTHER LOCATIONS MAY DIFFER FROM
CONDITIONS OCCURRING AT THESE SPECIFIC BORING
LOCATIONS. ANY ATTEMPT TO INTERPOLATE THE
STRATIGRAPHIC CONDITIONS BETWEEN BORINGS IS AT THE
CONTRACTOR'S RISK
3. FLUCTUATIONS OR CHANGES IN WATER LEVELS AND
GROUNDWATER CONDITIONS CAN BE INFLUENCED BY
SOURCES OUTSIDE THE AREAS OF THE SITE INVESTIGATED, BY
SEASONAL RAINFALL, AND BY CHANGES IN DRAINAGE
CONDITIONS IN AND AROUND THE SITE. FLUCTUATIONS CAN
OCCUR AND SHOULD BE ANTICIPATED BETWEEN THE TIME OF
INVESTIGATION AT THE TIME OF CONSTRUCTION.
4. THE FINAL LOGS REFLECT BOTH THE VISUAL OBSERVATION
DURING DRILLING ACTIVITIES AND THE MORE DEFINITIVE
RESULTS OBTAINED FROM THE LABORATORY TESTING.
STRATIFICATION BOUNDARIES INDICATED ON THE BORING
LOGS WERE BASED ON OBSERVATIONS DURING DRILLING, AN
EXTRAPOLATION OF INFORMATION OBTAINED BY INSPECTING
SAMPLES FROM THE BORINGS AND COMPARISONS OF SOILS
WITH SIMILAR ENGINEERING CHARACTERISTICS. LOCATIONS OF
THESE BOUNDARIES ARE APPROXIMATE AND THE TRANSITIONS
BETWEEN SOIL TYPES MAY BE GRADUAL RATHER THAN
CLEARLY DEFINED.
5. ADDITIONAL INFORMATION IS CONTAINED IN THE SUBSURFACE
INFORMATION DOCUMENT, WHICH IS AVAILABLE AT THE OFFICE
OF THE CONTRACTING OFFICER.
6. ADDITIONAL SUBSURFACE INFORMATION MAY EXIST AT THE
SITE FROM EITHER PRIOR CONSTRUCTION ACTIVITIES OR FROM
NEARBY FACILITIES. SUCH INFORMATION MAY BE AVAILABLE AT
THE OFFICE OF THE CONTRACTING OFFICER.
7. THE ELEVATION AND LOCATION COORDINATES OF THE
BORINGS, WATER LEVELS, AND SOIL/ROCK LAYERING ARE
APPROXIMATE AND TO THE DEGREE OF ACCURACY IMPLIED
WITH THE METHODS EMPLOYED OF SURVEYING AND
MEASUREMENT, AS NOTED IN THE GEOTECHNICAL
ENGINEERING REPORT DOCUMENT.
SHEET NOTE:
1. THE SUBSURFACE/GEOTECHNICAL INVESTIGATION WAS
PERFORMED BY TERRACON IN MAY, 2018. THIS REPORT WAS
PREPARED FOR BURNS & McDONNELL AND THE USACE. THE
RESULTS OF THE INVESTIGATION ARE CONTAINED IN THE
PROJECT GEOTECHNICAL REPORT.
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\B-101.DWG 12/13/2018 11:27 AM JTSCHNEIDER
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CP2
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I O
V-100
OVERALL EXISTING CONDITIONS PLAN
SCALE: 1"= 50'
N
50' 100'0
EOD BLDG
(61697)
BENCHMARK:
1. NELLIS AFB VERTICAL SATUM NAVD 88, ARMY CORPS. OF
ENGINEER BRASS CAP SET IN PORK CHOP ISLAND AT THE
INTERSECTION OF RICKENBACKER RD. AND N. WASHINGTON
BLVD. STAMPED "GPS 4 ELEVATION: 1867.794".
TOPO SITE CONTROL:
1. ALL DRAWING COORDINATES ARE GRID COORDINATES
NEVADA STATE PLAN EAST ZONE, NAD 83.
CONVERSION FACTOR GRID TO GROUND
COORDINATES: 1.000161558
2. ALL ELEVATIONS ARE GROUND ELEVATIONS.
3. UNITS ARE US SURVEY FEET.
UTILITY NOTE:
1. LOCATION OF UNDERGROUND GAS LINES, WATER LIENS,
COMMUNICATION LINES AND ELECTRICAL LINES WERE
OBTAINED FROM SURFACE EVIDENCE.
CONTROL DATA
POINT
NORTHING (SP) EASTING (SP)
ELEVATION
(NAVD 88)
GPS 4* 26788291.220 813835.742 1867.801
GPS 7* 26792180.850 816397.087 1891.879
CP1 26794653.800 819607.825 1894.091
CP2 26794562.780 820002.443 1890.755
* GPS4 AND GPS7 ARE LOCATED BEYOND THE EXTENT OF THE
PROJECT SITE.
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Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CD100.DWG 12/13/2018 11:30 AM JTSCHNEIDER
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CD100
OVERALL DEMOLITION PLAN
SCALE: 1"= 50'
N
50' 100'0
CD101
CD102
EOD BLDG
(61697)
DEMOLITION NOTES:
1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY
MATERIALS SHALL BE DISPOSED OF OFF BASE.
2. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN
SHALL BE REPAIRED OR REMOVED AND REPLACED AT NO
ADDITIONAL COST TO OWNER.
3. CONTRACTOR SHALL PRESERVE EXISTING VEGETATION
WHENEVER PRACTICABLE. CONTRACTOR SHALL TAKE
NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS OF
SHRUBS, PLANTS AND TREES ALONG THE AREA OF EXCAVATION.
4. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT
INDICATED TO BE REMOVED SHALL BE PROTECTED FROM
DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.
5. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED
FOR EXCAVATED SOILS THOUGHT TO CONTAIN
PETROLEUM-BASED/CONTAMINATED/HAZARDOUS SUBSTANCES.
CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED SOILS.
SOILS SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN
ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
REQUIREMENTS AND THE PROJECT SPECIFICATIONS.
CONTRACTOR SHALL COORDINATE REMOVAL OF
PETROLEUM-BASED/CONTAMINATED/HAZARDOUS MATERIALS
WITH THE CONTRACTING OFFICER.
6. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE
REMOVAL OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED
SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL
RELOCATIONS SHALL BE COORDINATED WITH THE CONTRACTING
OFFICER.
7. ALL STRUCTURES, VALVES, ETC., TO REMAIN SHALL BE
PROTECTED AND ALL BOXES/LIDS SHALL BE ADJUSTED TO FINISH
GRADE.
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X
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PB
PB
PB
PB
LEGEND:
MISCELLANEOUS
REMOVAL / DEMOLITION
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Albuquerque District
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CD101
ENLARGED DEMOLITION PLAN 1
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CD102 FOR CONTINUATION
BLDG 61697
DEMOLITION NOTE:
1. SEE SHEET CD100 FOR DEMOLITION NOTES.
REMOVE AND RELOCATE 8"
BACKFLOW PREVENTER (SEE
SHEET CU102 FOR NEW LOCATION)
PB
PB
PB
LEGEND:
MISCELLANEOUS
REMOVAL / DEMOLITION
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Albuquerque District
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D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
M
O L
I T
I O
N
P
L A
CD102
ENLARGED DEMOLITION PLAN 2
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CD101 FOR CONTINUATION
EOD BLDG (61697)
DEMOLITION NOTE:
1. SEE SHEET CD100 FOR DEMOLITION NOTES.
REMOVE POST
REMOVE
CONCRETE CURB
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXX
X
W
PB
PB
PB
PB
PB
PB
PB
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CS100.DWG 12/13/2018 11:33 AM JTSCHNEIDER
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E
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A
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S
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E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
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Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
E R
A L
L
S
I T
E
P
L
CS100
OVERALL SITE PLAN
SCALE: 1"= 50'
N
50' 100'0
CS101
CS102
EOD BLDG
(61697)
CRH
SIMULATOR
SITE NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. MINIMUM 50-FOOT DISTANCE FROM KINDER MORGAN FUEL LINE
TO INHABITED BUILDINGS.
3. MINIMUM 68-FOOT AT/FP STANDOFF FROM SIMULATOR BAY TO
PARKING / VEHICULAR ACCESS.
S E
E
N O
ELLSWORTH AVE
75.40'
(SEE NOTE 3)
NELLIS AFB BOUNDARY
100' KINDER MORGAN EASEMENT
LEGEND:
KINDER MORGAN EASEMENT
X
X
X
XXXXXXXXX
X
X X
X X
X
PB
PB
PB
PB
E 819774.17
N 26794744.55
E 819675.93
N 26794743.41
E 819639.55
N 26794776.86
E 819611.50
N 26794792.46
E 819573.33
N 26794781.32
E 819594.16
N 26794728.08
E 819589.28
N 26794707.73
E 819583.25
N 26794704.03
E 819570.61
N 26794707.07
E 819615.71
N 26794706.45
E 819614.56
N 26794701.66
E 819618.25
N 26794695.63
E 819754.95
GRID LINE:
N 26794712.86
E 819676.37
GRID LINE:
N 26794642.60
E 819588.84
N 26794573.11
E 819582.81
N 26794569.42
E 819557.53
N 26794575.49
E 819553.83
N 26794581.52
E 819535.43
N 26794842.75
E 819617.71
30' SWING GATE
N 26794706.05
E 819601.48
N 26794570.08
E 819541.19
N 26794584.55
E 819630.89
N 26794692.60
E 819681.93
N 26794741.98
E 819689.33
N 26794729.92
E 819518.76
N 26794817.81
E 819699.48
GRID LINE:
N 26794678.87
LEGEND:
ASPHALT PAVEMENT
CONCRETE PAVEMENT
AGGREGATE SURFACE
CONCRETE SIDEWALK
CS501
B1
CS501
A2
CS501
A2
CS501
C1
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CS100.DWG 12/13/2018 11:33 AM JTSCHNEIDER
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
T
E
P
L A
CS101
ENLARGED SITE PLAN 1
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CS102 FOR CONTINUATION
BLDG 61697
SITE NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. BOLLARD SHALL BE LOCATED AT A POINT TO ALLOW SWING
GATE LEAF TO BE CLEAR OF ROADWAY WHILE SECURING GATE
IN OPEN POSITION.
3. CONCRETE JOINTING SHALL BE IN ACCORDANCE WITH DETAIL
A2 ON SHEET CS501.
CRH SIMULATOR
(BLDG 61696)
T
K
C
O N
C
S
T
E
68.58'
30.00'
12.00'
19.67'
10.64'
5.00'
18.00'
62.00'
26.00'
R
R
R
R
R
R
R
R
R
4' x 6'
CONCRETE
STOOP
BOLLARDS (TYP 2)
(SEE NOTE 2)
26 - 9' x 18'
PARKING
SPACES
20.45'
R
BOLLARD (TYP) 10.36'
X-FRMR
SPLASH BLOCK
(TYP 3 PLACES)
HANDHOLE
HANDHOLE
SIDEWALK DRAIN
N E
L L
R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J
PB
PB
E 819552.37
N 26794442.63
E 819532.22
N 26794470.07
E 819526.88
N 26794465.36
LEGEND:
ASPHALT PAVEMENT
CS501
C1
AGGREGATE SURFACE
CS501
B1
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CS100.DWG 12/13/2018 11:33 AM JTSCHNEIDER
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E
N
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A
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E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
T
E
P
L A
CS102
ENLARGED SITE PLAN 2
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CS101 FOR CONTINUATION
EOD BLDG (61697)
FF = 1892.9
SITE NOTE:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
ASPHALT WITH NO
PARKING AREA
HATCH STRIPING
26.00'
CONC CURB
BOLLARD
X
X
X
XXXXXXXXX
X
X X
X X
X
PB
PB
PB
PB
LEGEND:
ASPHALT PAVEMENT
CONCRETE PAVEMENT
AGGREGATE SURFACE
CONCRETE SIDEWALK
CS501
B1
CS501
A2
CS501
A2
CS501
C1
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CS100.DWG 12/13/2018 11:33 AM JTSCHNEIDER
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R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
D I T
I V
E
S
I T
E
A
A
D I N
G
P
L
CS111
ADDITIVE SITE AND GRADING PLAN
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CS102 FOR CONTINUATION
BLDG 61697
SITE NOTE:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
CRH SIMULATOR
(BLDG 61696)
SPLASH BLOCK
A D
D I T
I V
E
ADDITIVE 2
4" ASPHALT
4" AGGREGATE BASE COURSE
12" SUBGRADE (MIN)
1.
NOTES:
CONTRACTOR TO CARRY BASE AND SUBGRADE PREP 2-FEET BEYOND THE
SURFACE COURSE.
NATIVE SOIL TO BE SCARIFIED 8" MIN, MOISTURE CONDITIONED, AND RECOMPACTED
PRIOR TO PLACING SUBGRADE MATERIAL. SUBGRADE MATERIAL SHALL BE
SATISFACTORY MATERIAL OR SELECT GRANULAR MATERIAL. SEE TYPICAL ASPHALT
PAVEMENT OVEREXCAVATION DETAIL, THIS SHEET.
4" AGGREGATE SURFACING
SUBGRADE OR NATIVE SOIL
PRIME COAT
5' MAX
V A
R I E
S
M
A X
PER PLANS
4" TROWEL FINISH (TYP.)
BROOM
SAWED
JOINTS
(TYP)
EXPANSION JOINTS
@ 25' CTRS MAX
SAWCUT
SIDEWALK PLAN
4" AGGREGATE
BASE COURSE
COMPACTED SUBGRADE
SECTION A
1/2" RADIUS (TYP.)
NOTES:
1. BROOM FINISH SHALL BE APPLIED NORMAL TO
DIRECTION OF TRAFFIC.
2. SIDEWALK SHALL BE CONSTRUCTED IN ACCORDANCE
WITH SPECIFICATIONS.
SECTION B
COMPACTED
SUBGRADE
4" AGGREGATE
BASE COURSE
4" P.C.C.
4" PCC SIDEWALK OR 8"
PCC PAVEMENT STRIP
EXPANSION
JOINT
A
B
T
1/8"
T
1/2"
SAW JOINT EXPANSION JOINT
PRE-FORMED EXP.
JOINT MATERIAL
1/8" RAD 1/8" RAD
NOTES:
1. SAW JOINTS TO BE LOCATED TO MAINTAIN AN APPROXIMATE SQUARE SLAB
AS INDICATED ON PLANS.
2. EXPANSION JOINTS TO BE LOCATED WHERE WALK ABUTS CONCRETE
CURBS, BUILDING FOUNDATIONS, DRIVES, STRUCTURES AND WHERE WALK
CHANGES DIRECTION.
3. FOR WIDTH GREATER THAN 5' INSTALL LONGITUDINAL JOINT AT MIDPOINT.
W
W
W
FINISH GRADE
C1
TYPICAL ASPHALT PAVEMENT
SCALE: NTS
C4
ASPHALT PAVEMENT TO PCC JOINT DETAIL
SCALE: NTS
B1
TYPICAL AGGREGATE SURFACE
SCALE: NTS
A1
TYPICAL ASPHALT OVEREXCAVATION
SCALE: NTS
A2
CONCRETE SIDWALK
SCALE: NTS
NOTES:
1. CONTRACTOR TO CARRY SUBGRADE PREP 2-FEET BEYOND THE SURFACE
COURSE.
2. NATIVE SOIL TO BE SCARIFIED 8" MIN, MOISTURE CONDITIONED, AND
RECOMPACTED PRIOR TO PLACING AGGREGATE SURFACING IN CUT
AREAS OR SUBGRADE MATERIAL IN FILL AREAS. SUBGRADE MATERIAL
SHALL BE SATISFACTORY MATERIAL OR SELECT GRANULAR FILL.
TACK COAT
SEE DETAIL C2 THIS SHEET,
WHERE ABUTTING BUILDING
FOUNDATION
2.
ASPHALT FG
AGGREGATE BASE
COURSE
N O
1. REQUIRED OVEREXCAVATION DEPTH:
· ASPHALT CONCRETE PAVED AREAS: 12" BELOW EXISTING GRADE
OR BELOW AGGREGATE BASE, WHICHEVER EXTENDS LOWER IN
ELEVATION. EXTEND 2-FEET LATERALLY BEYOND THE EDGE OF
IMPROVEMENTS.
NOTE:
ASPHALT
N O
EXISTING GRADE
M
I N
M
A X
1/2"
1/4" MIN
SEALANT
DEPTH
JOINT
SEALANT
PAVEMENT
SURFACE
C2
SEALED EXPANSION JOINT
SCALE: NTS
PRE-FORMED
EXPANSION
JOINT MATERIAL
BUILDING
FOUNDATION
5' (MIN)
ASPHALT
AGGREGATE BASE COURSE
PCC PAVEMENT
TACK COAT
PRIME COAT
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CS500.DWG 12/13/2018 11:35 AM JTSCHNEIDER
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R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
T
E
D
E T
A I L
CS501
HOLE
7/8" DIA
M I N
MIN
5-5/8"
1"
MIN
6"
OF CONCRETE
BAR FLUSH WITH TOP
TOP OF REINFORCING
INTO SUBGRADE
BAR, IMBED 18"
CONTINUOUS
2 #4 BARS
MIN
3/4" TO 1"
6'-0" (MIN)
7'-0" (MAX)
12"
3/4" DIA. REINFORCING
FRONT VIEW
SIDE VIEW
12"
NOTE:
1. MINOR DEVIATIONS OF A MANUFACTURER'S STANDARD
PRODUCT FROM THE CROSS SECTIONS, HOLES, AND
DRAINAGE OPENINGS SHOWN ARE ACCEPTABLE.
EDGE OF ASPHALT
PAVEMENT
NOTES:
1. PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS TO SSPC-SP6 QUALITY AND 1.0
MIL MIN PROFILE DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT MIN 40% SOLIDS BY
VOLUME. APPLIED AT 2 MILS DRY. SECOND AND THIRD COATS ARE TO BE ALKYD
GLOSS ENAMEL MIN 40% SOLIDS BY VOLUME. EACH COAT APPLIED AT 1.5 MILS DRY.
TOTAL COATING 5 MIL MIN DRY FILM.
2. STEEL PIPE SHALL BE GALVANIZED (2.0 OZ. ZINC/SQ. FT.)
AND HAVE A MINIMUM WALL THICKNESS OF 0.322 INCHES.
8" DIA. STD WT STEEL PIPE
WITH SPANISH BROWN PAINT.
(FILL WITH CONCRETE)
12"
(MIN)
CONCRETE
FOUNDATION
FINISH GRADE
RESERVED
PARKING
M
A X
1'-0"
1'-0" x 1'-6" HANDICAP ACCESSIBLE PARKING
SIGN PER UFC 3-120-01, TYPE E1, PANEL "J"
NOTES:
1. CONCRETE BASE FOUNDATION SHALL
BE PER SPECIFICATIONS.
2. VAN ACCESSIBLE PARKING SIGN IS
REQUIRED ON VAN ACCESSIBLE
SPACE ONLY.
M
I N
8"
2 1/2" OUTSIDE DIAMETER,
GALVANIZED, W/ CAP,
STANDARD WEIGHT PIPE
FOR SIGN
VAN ACCESSIBLE
VAN ACCESSIBLE PARKING (SEE NOTE 2)
A1
CONCRETE WHEEL STOP
SCALE: NTS
C1
BOLLARD DETAIL
SCALE: NTS
A2
ACCESSIBLE PARKING SIGN
SCALE: NTS
C2
BUILDING OVEREXCAVATION DETAIL
SCALE: NTS
NOTES:
1. REQUIRED OVEREXCAVATION DEPTH:
· STRUCTURE FOUNDATIONS: 18" BELOW EXISTING GRADE OR 36" BELOW
BOTTOM OF DEEPEST FOOTING, WHICHEVER EXTENDS LOWER IN ELEVATION.
· OVEREXCAVATION SHALL BE UNIFORM IN DEPTH AND EXTEND 5-FEET
LATERALLY BEYOND BUILDING FOOTPRINT.
2. PREPARE EXPOSED SOIL BY SCARIFYING AT LEAST 8-INCHES. MOISTURE
CONDITIONING, AND COMPACTING BEFORE PLACING AND COMPACTING
SATISFACTORY MATERIAL OR SELECT GRANULAR MATERIAL.
EXISTING GRADE
BUILDING FF
CONCRETE SLAB
GRAVEL
N O
O
A4
ASPHALT PAVEMENT TO AGGREGATE SURFACE DETAIL
SCALE: NTS
C4
PCC TO AGGREGATE SURFACE DETAIL
SCALE: NTS
8" PCC
AGGREGATE SURFACE
4" AGGREGATE BASE
SAWCUT FULL DEPTH OR USE
HOT-WHEEL TO PROVIDE SQUARE
AND UNIFORM ASPHALT EDGE
AGGREGATE SURFACE
ASPHALT SURFACE
2'-0"
2'-0"
AGGREGATE
BASE COURSE
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E
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E L
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O P
T E
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S
I M
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I L
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US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
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E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
T
E
D
E T
A I L
CS502
N
T
E
R
N
T
E
R
45°
4" WIDE SOLID
WHITE STRIPE
9'
4'-6" 4'-6"
9'-0"
SEE NOTE 2
N
T
E
R
N
T
E
R
45°
CL PARKING STALL
3'-0"
3 1/2"
7"
14 1/4"
T
Y P
3"
8" DIA
SOLID WHITE
(TYP)
SYMBOL SHALL BE PAINTED AT END OF
PARKING STALL.
1.
NOTE:
A4
ACCESSIBLE PARKING LAYOUT
SCALE: NTS
NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE PER THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (ANSO D 6.1e).
2. ALL PARKING PAVEMENT MARKING SHALL BE 4" WIDE SOLID WHITE STRIPES
(UNLESS OTHERWISE INDICATED).
A1
HANDICAP PAVEMENT SYMBOL
SCALE: NTS
A2
NO PARKING AREA HATCH STRIPING
SCALE: NTS
8"
6"
AC PAVEMENT
FINISH SURFACE
R=.5" (TYP)
WEAKENED PLANE JOINT
C4
CONCRETE CURB DETAIL
SCALE: NTS
SIDEWALK
WHEEL STOP
(TYP)
C2
THICKENED SIDEWALK AT BLDG FOUNDATION
SCALE: NTS
8" 8"
BUILDING
FOUNDATION
CS501
C2
CS502
A2
USE AT ALL LOCATIONS WHERE SIDEWALK
ABUTS BUILDING FOUNDATION.
1.
NOTE:
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US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
T
E
D
E T
A I L
CS503
SWING GATE
SCALE: NTS
2-1/2" STEEL PIPE GATE
4" DIAMETER STEEL POST
CONCRETE FOOTING
FIRE DEPT. APPROVED PAD LOCK AND CHAIN
4-1/2" DIAMETER STEEL SLEEVE
WELDED GATE STOP TO LIMIT GATE TRAVEL TO CLOSED POSITION
16"
30'-0"
NOTES:
1. CONTRACTOR TO PROVIDE SHOP DRAWING. ALL HARDWARE
TO BE HOT DIPPED GALVANIZED STEEL OR APPROVED EQUAL.
2. ALL PIPING TO BE STANDARD WEIGHT.
3. PAINT ALL METAL SPANISH BROWN COLOR.
C E
N T
E R
L I N
E
O
F
P A
V E
D
R
O A
D
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S
E
N
E V
A D
A
C O
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C U
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O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C S
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
I N
G
G
A T
E
D
E T
A
CS504
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXX
X
W
PB
PB
PB
PB
PB
PB
PB
1887.5
1890.0
.0
.5
.5
1887.5
1887.5
1890.0
1890.0
1892.5
.5
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
LEGEND:
1389.0
1389.5
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CG100.DWG 12/13/2018 11:46 AM JTSCHNEIDER
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E
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E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C G
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
E R
A L
L
G
R A
D I N
G
P
L
CG100
OVERALL GRADING PLAN
SCALE: 1"= 50'
N
50' 100'0
CG101
CG102
EOD BLDG
(61697)
C R
H
S I M
U L
A T
O R
SITE NOTE:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
X
X
X
XXXXXXXXX
X
X X
X X
X
PB
PB
PB
PB
S
D
.0
.5
.0
M
A
T
C
H
.2
M
A
T
C
H
M
A
T
C
H
1893.5
1892.5
1891.0
1891.5
1892.0
1893.0
1893.5
1894.0
1894.5
1892.5
1893.0
1893.5
1894.0
1894.5
.0
E 819562.22
FES-1
N 26794764.70
E 819601.12
FES-2
N 26794822.89
EL 1892.89
EL 1892.59
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
LEGEND:
1389.0
1389.5
DITCH FLOW LINE
LIMITS OF GRADING
RED GRANITE ROCK MULCH
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CG101.DWG 12/13/2018 11:49 AM JTSCHNEIDER
C G
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
A
D I N
G
P
L A
CG101
ENLARGED GRADING PLAN 1
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CG102 FOR CONTINUATION
SITE NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. ALL DISTURBED AREAS AND AGGREGATE SURFACING SHALL BE
TREATED WITH A DUST PALLIATIVE IN ACCORDANCE WITH
SUBSECTION 91.2.1 OF THE CLARK COUNTY AIR QUALITY
REGULATIONS.
3. UNLESS NOTED OTHERWISE, BOTTOM OF BASIN AND SLOPES
STEEPER THAN 10H:1V SHALL HAVE 2-INCH SIZE (MIN) RED
GRANITE ROCK MULCH SURFACING PER DETAIL A1 ON SHEET
CU503.
CRH SIMULATOR
FF EL = 1895.00
S
T
E
SPLASHBLOCK
SPLASHBLOCK
SPLASHBLOCK
2" MIN RED GRANITE ROCK
MULCH (SEE NOTE 3)
2" MIN RED GRANITE ROCK
MULCH (SEE NOTE 3)
2" MIN RED GRANITE ROCK
MULCH (SEE NOTE 3)
4" - 6" MIN RED
GRANITE ROCK
MULCH (SEE NOTE 3)
N E
L L
R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J
PB
PB
.0
.0
1891.0
1891.5
1892.0
.5
.0
1887.5
1890.0
.5
1889.0
1889.5
.0
.0
.5
.0
.5
.0
.5
.0
.0
1893.5
.5
.0
1892.0
1887.5
1887.5
1890.0
1890.0
1892.5
1886.0
.0
1886.5
1886.5
1887.0
1887.0
1888.0
.0
1888.5
1888.5
1889.0
1889.0
1889.5
1889.5
1890.5
1891.0
1891.5
1892.0
M
A
T
C
H
M
A
T
C
H
M
A
T
C
H
M
A
T
C
H
M
A
T
C
H
M
A
T
C
H
LEGEND:
PROPOSED SPOT ELEVATION
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CG101.DWG 12/13/2018 11:49 AM JTSCHNEIDER
C G
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
A
D I N
G
P
L A
CG102
ENLARGED GRADING PLAN 2
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CG101 FOR CONTINUATION
EOD BLDG (61697)
FF = 1892.9
SITE NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. ALL DISTURBED AREAS AND AGGREGATE SURFACING SHALL BE
TREATED WITH A DUST PALLIATIVE IN ACCORDANCE WITH
SUBSECTION 91.2.1 OF THE CLARK COUNTY AIR QUALITY
REGULATIONS.
N E
L L
R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X
XXXXXX
X
W
PB
PB
PB
PB
PB
PB
PB
S
A
N
S
A
N
W
W W
W
W W
W W
W W
S
G G
G G
W
CO
CO
E E
C
O
M
M
C
O
M
M
C
O
M
M
E
E
E
E
E
0+00
1+00 2+00
3+00 4+00
5+00
6+00 6+81.66
1+93.44
E E
C
O
M
M
C
O
M
M
C
O
M
M
E
E
E
E
E
3" DCW
1" NG
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CU100.DWG 12/13/2018 11:53 AM JTSCHNEIDER
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R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C U
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
E R
A L
L
U
T I L
I T
Y
P
L
CU100
OVERALL UTILITY PLAN
SCALE: 1"= 50'
N
50' 100'0
CU101
CU102
EOD BLDG
(61697)
CRH
SIMULATOR
UTILITY NOTE:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
X
X
X
XXXXXXXXX
X
X X
X X
X
PB
PB
PB
PB
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
W W
W W
W
W W
W W
W W
W W
W
G G
G G
G G
G G
G
WW
CO
CO
S
D
E 819637.62
N 26794699.21
E 819713.00
DOUBLE CLEANOUT
N 26794621.71
E 819591.96±
CONNECT TO
EXISTING 8" PVC W
N 26794487.58±
E E
E E
E E
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
E E
E E
E
E
E
E
E
E
E
E
E
E
2+00
3+00
4+00
5+00
6+00
1+93.44
E E
E E
E E
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
C
O
M
M
E E
E E
E
E
E
E
E
E
E
E
E
E
LEGEND:
DOMESTIC WATER LINE
SANITARY SEWER
NATURAL GAS
GATE VALVE
W
G
STORM DRAIN
SD
SAN
POST INDICATOR VALVE
FIRE HYDRANT
CAP
CLEANOUT
CO
CO
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L L
R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C U
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
U
I L
I T
Y
P
L A
CU101
ENLARGED UTILITY PLAN 1
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CU102 FOR CONTINUATION
6" PVC SS
8" PVC W
6" GATE VALVE
1-1/4" PE GAS
6" PVC W
8" PVC W
FH
6" GATE VALVE
8" PIV
6" GATE VALVE
CRH
SIMULATOR
EXISTING 8" KINDER-MORGAN
FUEL LINE (DO NOT DISTURB)
3" PVC W
UTILITY NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. ALL UTILITIES CROSSING THE KINDER MORGAN FUEL LINE
SHALL BE AT AS NEAR 90° AS POSSIBLE AND MAINTAIN A
MINIMUM 2-FEET VERTICAL CLEARANCE.
3. SEE SHEET CU200 FOR UTILITY PROFILES.
4. SEE SHEET ES101 FOR SITE ELECTRICAL AND
COMMUNICATIONS INFORMATION.
5. SEE SHEET P-101 FOR BUILDING SANITARY SEWER
CONTINUATION.
3" GATE VALVE
EXISTING 2" PVC W
GAS METER
8" PVC W
8"x8"x6" TEE
6"x6"x6" TEE
FIRE PUMP XFRMR
CRH SIM XFRMR
COMM HANDHOLE
S4-090
PB
PB
W
W W
W W
W W
W W
W W
W W
W W
W W
S
G
E 819362.47±
CONNECT TO
EXISTING PE 6" PVC W
N 26794403.12±
E 819636.97±
SSMH-1 (SEE NOTE 2)
N 26794451.31±
E 819605.44±
CONNECT TO
EXISTING 1-1/4" PE GAS
N 26794432.24±
E 819318.01±
CONNECT TO
EXISTING 8" W
N 26794149.66±
LEGEND:
DOMESTIC WATER LINE
SANITARY SEWER
NATURAL GAS
GATE VALVE
BACKFLOW PREVENTER
W
G
POST INDICATOR VALVE
SANITARY SEWER MANHOLES
FIRE HYDRANT
GAS VALVE
STORM DRAIN
CAP
SD
SAN
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R
S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C U
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
L A
R G
I L
I T
Y
P
L A
CU102
ENLARGED UTILITY PLAN 2
SCALE: 1"= 20'
20' 40'0
N
MATCHLINE - SEE SHEET CU101 FOR CONTINUATION
RELOCATED 8"
BACKFLOW PREVENTER
(SEE NOTES 3 AND 4)
6" PVC W
PROPOSED 6"
BACKFLOW PREVENTER
1-1/4" PE GAS
8" GATE VALVE (2X)
6" PVC SS
UTILITY NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. REPLACE EXISTING SANITARY SEWER CLEANOUT WITH
MANHOLE.
3. RELOCATE 8" BACKFLOW PREVENTER TO EXISTING 6"
WATER LINE AT LOCATION SHOWN USING REDUCER
FITTINGS. SEE SHEET CD101 FOR ORIGINAL LOCATION.
4. TEST RELOCATED BACKFLOW PREVENTER AFTER
INSTALLATION. REPAIR OR REPLACE IF DETERMINED TO BE
INOPERATIVE.
EOD BLDG (61697)
EXISTING 6"
PVC W
EXISTING 2" PVC W
EXISTING 6" PVC W
EXISTING 8" PVC W
EXISTING 3" PVC SSFM
EXISTING 8" PVC W
EXISTING 2" PVC W
EXISTING 6" PVC SS
6" GATE VALVE
FOR PAVEMENT
RESTORATION,
SEE DETAIL C1
ON SHEET CU502
-0+20 -0+10
0+00
0+10
0+20
0+30
0+40
0+50
0+60
0+70
0+80
0+90
1+00
1+10
1+20
1+30
1+40
1+50
1+60
1+70
1+80
1+90 2+00 2+10 2+20
D O
U B
E
A N
O U
T
S T
A
R I M
I N
V
I N
S
S
I N
V
O
U T
S
S
S
S
.0
6" SS 1.00%
S S
M H
S T
A
R I M
I N
V
I N
S
S
I N
V
I N
E
X
S
S
I N
V
O
U T
E
X
S
S
EXISTING GRADE
PROPOSED GRADE
EX ELEC
EX COMM
8" KM FUEL
CRH SIM
STA. 1+93.44
EL. 1889.00
1+50
1+60
1+70
1+80
1+90
2+00
2+10
2+20
2+30
2+40
2+50
2+60
2+70
2+80
2+90
3+00
3+10
3+20
3+30
3+40
3+50
3+60
3+70
3+80
3+90
4+00
4+10
4+20
4+30
4+40
4+50
4+60
4+70
4+80
4+90
5+00
8" PE FU
EL LIN
E
" P
E F
U E
L L
IN
E
P
E F
U E
L L
IN
E
8" PE FUEL LINE
8" PE FUEL LINE
PROPOSED 8" W
PROPOSED 1-1/4" G
PROPOSED ELEC DUCT
PROPOSED COMM DUCT
PROPOSED 6" SS
EXISTING GRADE
PROPOSED GRADE
Z:\CLIENTS\ANF\USCOE\SPA\105491_CRHSIMFACILITY\DESIGN\CIVIL\SHEETS\CU200.DWG 9/18/2018 4:47 PM JTSCHNEIDER
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S
E
N
E V
A D
A
C O
M B
S
C U
E
H
E L
I C
O P
T E
R
C
R H
S
I M
U L
A T
C
I L
I
M
F
US Army Corps of Engineers
Albuquerque District
D E
S C
R I P
T I O
N D
A T
E A
P P
R M
A R
K
2 3 4 5
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
A L
B U
Q U
E R
Q U
E
N
X
I C
O
SHEET NO.
OF
SEQUENCE NO.
F i m e
P l o t
D a t e
P l o t
S c a l e
C o n t r a c t
N
O
W
P
P D
1 2 3 4 5
A
B
C
D
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
R E
V I E
W E
D
B
Y
D
C
B
A
B U
R N
D
O N
N E
L L
K A
N S
T
Y
M
O
W
A R
D
P
A R
K W
A Y
C O
P Y
R I G
B
U R
D
O N
N E
G
I N
E E
R I N
G
C
O M
P A
N Y
I N
C
C
P r o j e c t
N
O
READY TO ADVERTISE
R E
A D
Y
T
O
A
D V
E R
T I
J A
M
C U
D
W G
D I C
A T
E D
A
D
A V
I S
J
S
C H
N E
I D
E R
M
S
C H
R A
E D
I L
I T
Y
P
R O
F I L
CU200
C1
SANITARY SEWER PROFILE
SCALE: AS INDICATED
A1
EXISTING KINDER MORGAN FUEL PROFILE (SEE NOTE 2)
SCALE: AS INDICATED
20' 40'0
HORZ:
VERT:
4' 8'0
20' 40'0
HORZ:
VERT:
4' 8'0
UTILITY NOTES:
1. FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS SEE
SHEET C-002.
2. KINDER MORGAN PROFILE INFORMATION PROVIDED BY KINDER
MORGAN AS PART OF THEIR 31 OCTOBER 2014 DEPTH OF
COVER UPDATE. ELEVATIONS SHOULD BE CONSIDERED
APPROXIMATE.
D
I
A
4" MIN
V A
R I E
S
HAND TAMPED PIPE
EMBEDMENT MATERIAL,
PLACED PRIOR TO
COMMENCING COMPACTION
ABOVE TOP OF PIPE
GRANULAR PIPE
EMBEDMENT MATERIAL
SEE SPECIFICATIONS
FOR MIN SIDEWALL
CLEARANCE
SURFACE TREATMENT AS
SPECIFIED
B…
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