W912PL-17-R-0011_Drawings.pdf
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ISSUE DATE:
US Army Corps of Engineers
SOLICITATION NO.:
CONTRACT NO.:
SACRAMENTO DISTRICT
XXXXXX-XX-X-XXXX
30 SEPTEMBER 2016
XXXXXX-XX-XXXX
NELLIS AFB, NV
F35A AIRFIELD PAVEMENTS
RKMF143003
NELLIS AFB
PROJECT LOCATION
VICINITY LOCATION
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THE PROJECT WAS DESIGNED BY THE SACRAMENTO DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS
OR SIGNATURE AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN
THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DISTRIBUTION STATEMENT A
APPROVED FOR PUBLIC RELEASE. DISTRIBUTION UNLIMITED
PREPARED UNDER THE DIRECTION OF:
USACE SACRAMENTO SIGNATURE BLOCK
Col. Corps of Engineers, Sacramento District
Chief, Engineering Division
Chief, Design Branch
Chief, Mech/Elec Design Section
Chief, Civil Design Section A
Chief, Geotechnical Branch
APPROVED BY:
APPROVED FUNCTIONAL ADEQUACY:
DATE
David G. Ray
/s/ Rick Poeppelman P.E.
/s/ Scott Tincher P.E.
/s/ John Parrish P.E.
/s/ Peter Valentine P.E
/s/ April Fontaine P.G.
30 SEPTEMBER 2016
100% CORRECTED DESIGN
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CONTRACTOR'S HAUL ROUTE
NTS
CONTRACTOR'S STAGING AREA
NTS
NOTES:
1. CONTRACTOR MUST COORDINATE WITH THE BASE OPERATIONS FOR COMPLYING WITH
OPERATIONAL SAFETY REQUIREMENTS, SWEEPING HAUL ROUTES TO REMOVE DEBRIS
CAUSED BY CONTRACTOR'S OPERATIONS, AND PROVIDE TRAFFIC CONTROLS
CONFORMING TO THE CONTRACT SPECIFICATIONS.
2. NO STOPPING PERMITTED WITHIN DESIGNATED BLAST AREA ALONGSIDE ACTIVE
TAXIWAY AND APRON. ACTIVITIES MUST BE COORDINATED WITH AIRFIELD
OPERATIONS.
3. O'BANNON RD ALSO KNOWN AS N. HOLLYWOOD RD.
4. CONSTRUCTION CONTRACTORS MUST ACCESS NELLIS AFB THROUGH THE AREA II
GATE. ALL PRIVATELY OWNED VEHICLES (POV), COMMERCIAL VEHICLES AND VEHICLES
LARGER THAN PICKUP TRUCKS WILL BE SUBJECT TO SECURITY FORCES INSPECTION.
THE TURNOFF TO THE AREA II GATE IS ACROSS FROM THE RACETRACK ON LAS VEGAS
BLVD APPROXIMATELY 3 MILES NORTH OF THE MAIN GATE.
5. HAUL PATH SHOWN IS APPROXIMATELY 4 MILES FROM N LAS VEGAS BLVD.
6. UPON ARRIVAL AT A SECURITY GATE, ALL VEHICLE OCCUPANTS WILL BE REQUIRED TO
SHOW IDENTIFICATION BEFORE ENTERING THE BASE. A PICTURED IDENTIFICATION
SUCH AS A DRIVER'S LICENSE WILL BE REQUIRED
7. SPEED LIMIT: UNLESS OTHERWISE POSTED, THE SPEED LIMIT ON BASE IS 25 MPH AND
IN BASE HOUSING AREAS AND FLIGHTLINE IT IS 15 MPH.
8. ALL TRUCKS MUST HAVE COMPANY NAME LOGOS ON THE DOOR SIDES.
9. NO POV'S ALLOWED WITHIN THE CONSTRUCTION SITE.
10. THE CONTRACTOR SHALL VERIFY THE WORKING HOURS WITH THE BASE SECURITY
FOR APPROVAL PERSONNEL CANNOT SHOW UP AT THE GATE WITHOUT PRIOR
NOTIFICATION FOR ACCESS AND EXPECT TO GAIN ACCESS. VERBAL ACCESS CANNOT
BE PROVIDED.
11. POINT OF CONTACTS:
11.1. BASE OPERATOR - (775) 652-1110
11.2. GATE AREA II - (775) 652-1801
12. PROPOSED CONTRACTOR'S STAGING AREA SHOWN IS APPROXIMATELY 4.5+ ACRES.
STAGING AREA MUST HAVE ENTRANCE OFF OF O'BANNON ROAD. THE FINAL STAGING
AREA PLAN IS REQUIRED PER SPECIFICATION SECTION 01 00 00 "GENERAL
REQUIREMENTS".
13. CONCRETE PAVEMENT FOR THE APRON MUST BE BATCHED ON-SITE. CONTRACTOR IS
REQUIRED TO DEVELOP A BATCH PLANT FOR CONCRETE PRODUCTION.
14. PRIOR TO COMMENCING EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL
PHYSICALLY EXPOSE KEY UTILITY LINES SUCH AS PRIMARY POWER AND
COMMUNICATIONS LINES THAT WERE IDENTIFIED (MARKED IN THE FIELD OR SHOWN ON
PROVIDED DRAWINGS) BY THE AIR FORCE BY USING HAND DIGGING, HYDRO
EXCAVATION, OR OTHER SIMILAR NON-DESTRUCTIVE METHODS. THE LINES NEED TO BE
EXPOSED IN AS MANY LOCATIONS AS NECESSARY IN ORDER TO BE ABLE TO
DETERMINE THE PRECISE LOCATION OF THE UTILITY LINES THAT ARE IN THE PROJECT
AREA TO BE EXCAVATED. MARKINGS CAN BE UNRELIABLE AND CAN BE OFF LINE BY
SEVERAL FEET. CONTRACTOR SHALL ALSO USE HYDRO-EXCAVATION FOR ALL UTILITY
EXCAVATION ACTIVITIES. WHEN HYDRO-EXCAVATION IS NOT FEASIBLE THE
CONTRACTOR MAY DIG BY HAND. NO MECHANICAL EXCAVATION SHALL BE USED
UNLESS APPROVED BY THE CONTRACTING OFFICER.
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CONTRACTOR'S ENTRANCE
AREA II GATE
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OF TAXIWAY
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PERIMETER ROAD RELOCATION
CONSTRUCTION PRIOR TO
CLOSURE OF EXISTING AS SHOWN
EXISTING AIRFIELD FENCE TO BE REMOVED
AFTER NEW FENCE CONSTRUCTION
CONSTRUCTION CONES
AT EOP, SEE DETAIL 2
ON SHEET C-503
PROJECT BOUNDARY
PARKING LOT TO BE RESTRIPED
PRIOR TO PARKING LOT DEMOLITION
CONSTRUCT DRIVEWAY
ENTRANCE AND RESTRIPE
PRIOR TO CLOSURE OF THE
EXISTING PERIMETER RD AND
CONSTRUCTION OF AIRFIELD
FENCING
ADJUSTED APRON EDGE
DURING CONSTRUCTION.
PROVIDE LOW PROFILE
AIRFIELD BARRIERS.
SEE DETAIL 3 C-503
81'
FROM EDGE OF
EXISTING APRON.
SEE NOTE 4.
FUTURE FY2020
APRON EXPANSION
PLACE TEMPORARY ROAD BARRICADES DURING
DEMOLITION PHASE AFTER ROAD RELOCATION
AND INTERSECTION HAS BEEN COMPLETED
SEE DETAIL 1 ON C-503
USE TEMPORARY ROAD BARRICADES
DURING CONSTRUCTION OF THE
RELOCATED PERIMETER ROAD AND
INTERSECTION IMPROVEMENTS
SEE DETAIL 1 ON C-503
USE TEMPORARY ROAD BARRICADES
ONCE PERIMETER ROAD RELOCATION IS
COMPLETE, PRIOR TO AIRFIELD FENCING
COMPLETION. SEE DETAIL 2 ON C-503
37.5'
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ADJUSTED APRON EDGE
DURING CONSTRUCTION.
PROVIDE LOW PROFILE
AIRFIELD BARRIERS.
SEE DETAIL 3 C-503
OBLITERATE EXISTING
NOSE WHEEL STRIPING
AS INDICATED.
PROVIDE TEMPORARY NOSE WHEEL
STRIPING AS INDICATED. UPON
COMPLETION OF NEW APRON
ADDITION RESTORE ALL PAVEMENT
MARKING PER SHEETS C-711 & C-712
PROVIDE FOD FENCING ALONG EDGE OF
APRON TO PREVENT MIGRATION OF DEBRIS
ONTO PAVEMENT. ANY WORK BETWEEN
THE FOD FENCING AND LOW PROFILE
BARRIERS SHALL BE COORDINATED WITH
THE CONTRACTING OFFICER/AIRFIELD
MANAGER.
TAXIWAY LATERAL CLEARANCE
LINE SEE NOTE 3.
FOD FENCE ALONG T/W
G LATERAL CLEARANCE
SEE NOTE 3 FOR
PHASING.
N: 26788753.68
E: 821054.35
N: 26789166.33
E: 821412.94
N: 26788875.97
E: 821161.32
N: 26788998.73
E: 821267.85
NEW EDGE LIGHT SEE NOTE 5
LIGHT POLE
FOR CURRENT
PROJECT AND
FUTURE 2020
EXPANSION
LIGHT POLE
FOR CURRENT
PROJECT AND
FUTURE 2020
EXPANSION
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NOTES:
1. TEMPORARY NOSE WHEEL STRIPING, OBLITERATION OF STRIPING AS INDICATED,
AND LOW PROFILE BARRIER PLACEMENT SHALL BE DONE WHEN APRON IS
VACANT. COORDINATE TEMPORARY PAVEMENT MARKINGS AND OBLITERATIONS
WITH CONTRACTING OFFICER AND AIRFIELD MANAGER. UPON COMPLETION OF
NEW APRON ADDITION MARKING SHALL BE RESTORED AS INDICATED IN SHEETS
C-711 AND C-712
2. THE PROJECT IS LOCATED WITHIN A RESTRICTED/CONTROLLED AREA AND
THEREFORE CONSTRUCTION ACTIVITIES (INCLUDING DEMOLITION) CANNOT
START UNTIL A TEMPORARY AIRFIELD CONSTRUCTION WAIVER (TACW) ALONG
WITH A FREE ZONE (FZ) APPLICATION IS APPROVED BY THE 99TH ABW
COMMANDER. PART OF THE TACW REQUIRES THE CONTRACTOR TO FILE AN FAA
NOTICE (FORM 7460-1) OF PROPOSED CONSTRUCTION OR ALTERATION WHICH
IDENTIFIES HAZARDS TO AIR NAVIGATION DURING CONSTRUCTION. THIS FORM
MUST BE FILLED OUT 45 DAYS MINIMUM PRIOR TO START OF CONSTRUCTION.
ADDITIONALLY, THE BASE WILL TAKE ADDITIONAL TIME ON TOP OF THAT IN
ORDER TO PROCESS THE TACW AND FZ WHICH INCLUDES THE FAA LETTER OF
DETERMINATION, PRELIMINARY FENCING PLAN AND LAYDOWN AREAS. PLEASE
SEE AIRFIELD SAFETY SPEC SECTION FOR THIS SUBMITTAL REQUIREMENT.
3. ALL WORK TO BE DONE BETWEEN TAXIWAY G AND THE TAXIWAY CLEARANCE
LINE (200' FROM CL.) SHALL BE PHASED TO MINIMIZE IMPACT TO THE TAXIWAY.
WORK SHALL BE SCHEDULED AND COORDINATED WITH THE CONTRACTING
OFFICER/AIRFIELED MANAGER PRIOR TO APPROVAL OF CONTRACTOR'S
SCHEDULE. WORK TO BE DONE IN THIS AREA SHALL BE CLEARLY IDENTIFIED IN
THE CONTRACTOR'S SCHEDULE.
4. CLEARANCE LINE TO FIXED OR MOBILE OBJECTS WILL BE THE EDGE OF EXISTING
APRON BASED ON A B-1B AS THE DESIGN AIRCRAFT. LOW PROFILE BARRIERS
ARE TO BE SET 81' FROM THE EDGE OF EXISTING APRON AND WILL REPRESENT
THE EDGE OF EXISTING APRON DURING CONSTRUCTION. ALL WORK AT THE
LATERAL CLEARANCE LINE UP TO THE TEMPORARY LOW PROFILE BARRIERS
SHALL BE SCHEDULED AND COORDINATED WITH THE CONTRACTING
OFFICER/AIRFIELD MANAGER. CONTRACTOR SHALL PLACE FOD FENCING
AROUND THE EXISTING APRON AS INDICATED AND THE FOD FENCING WILL ALSO
IDENTIFY THE CLEARANCE LINE TO FIXED OR MOBILE OBJECTS.
5. NEW EDGE LIGHT ON WEST SIDE OF TAXIWAY G SHALL BE INSTALLED PER E-141
THIS WORK IS WITHIN THE TAXIWAY CLEARANCE LINE AND SHALL BE SCHEDULED
AND COORDINATED WITH CONTRACTING OFFICER AND AIRFIELD MANAGER.
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AutoCAD SHX Text 1 inch = 150 ft.
V-101V-102 V-106V-107V-105V-104V-103
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V-116V-115V-114V-113 V-118V-117
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ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
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SCALE: 1''=240'
AutoCAD SHX Text 240'
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1. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, NAD 83, AND ARE BASED ON CONTROL POINT GPS4 & LVS1. 2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. 3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, 2015 & JANUARY 25-29, 2016. 4. CONTOUR INTERVAL IS 1 FOOT. CONTOUR INTERVAL IS 1 FOOT. 5. COMBINED FACTOR IS 0.999928090.COMBINED FACTOR IS 0.999928090.
AutoCAD SHX Text
CONTROL TABULATION
AutoCAD SHX Text
STATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EAST
AutoCAD SHX Text
MON EL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
GPS4
AutoCAD SHX Text 26788291.10
AutoCAD SHX Text 1867.79
AutoCAD SHX Text 1841.97
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
LVS1
AutoCAD SHX Text 26787828.47
AutoCAD SHX Text 813835.77
AutoCAD SHX Text 820040.58
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 268.10
AutoCAD SHX Text (10")
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text
PNT NO.
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
DESC
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
POINTS
AutoCAD SHX Text
SPOT ELEV
AutoCAD SHX Text
POWER/TELEPHONE POLE
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
STORMDRAIN MANHOLE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
JBOX COMMUNICATIONS
AutoCAD SHX Text
JUNCTION BOX - E.S.B.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
UNDERGROUND MARKER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BORE HOLE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text
MISCELLANEOUS OBJECT
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
ELECTRICAL BOX
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STREET LIGHT
AutoCAD SHX Text
MONITORING SITE
AutoCAD SHX Text
US SURVEY FOOT EQUIVALENT
AutoCAD SHX Text
TEST WELL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
DECORATIVE ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
GAS VAULT
AutoCAD SHX Text
COMMUNICATION VAULT
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
A/C OR HEAT PUMP
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
TREE P=PINE, O=OAK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
TW
AutoCAD SHX Text S
AutoCAD SHX Text
SEPTIC VAULT
AutoCAD SHX Text
TR
RUNWAY LIGHT
L I C
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N
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D A
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C O
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US Army Corps of Engineers
U S
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E j:\Nellis\f35 airfield paving ramp\Topo\1525_NellisAFB_F35_Beddown_Topo\1525_NellisAFB_F35_Beddown_Topo.dwg
V-101
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J A
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N e l l i s A
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B e d d o w n
T o p o d w g
100% DESIGN
N E
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E 820,700
AutoCAD SHX Text E 820,700
AutoCAD SHX Text E 820,800
AutoCAD SHX Text E 820,800
AutoCAD SHX Text E 820,900
AutoCAD SHX Text E 820,900
AutoCAD SHX Text E 821,000
AutoCAD SHX Text E 821,200
AutoCAD SHX Text E 821,200
AutoCAD SHX Text N 26,789,200
AutoCAD SHX Text N 26,789,200
AutoCAD SHX Text N 26,789,300
AutoCAD SHX Text N 26,789,300
AutoCAD SHX Text N 26,789,400
AutoCAD SHX Text N 26,789,400
AutoCAD SHX Text N 26,789,500
AutoCAD SHX Text N 26,789,500
AutoCAD SHX Text N 26,789,600
AutoCAD SHX Text N 26,789,600
AutoCAD SHX Text N 26,789,700
AutoCAD SHX Text N 26,789,800
AutoCAD SHX Text N 26,789,800
AutoCAD SHX Text E 821,000
AutoCAD SHX Text E 821,100
AutoCAD SHX Text E 821,100
AutoCAD SHX Text N 26,789,700
AutoCAD SHX Text
AIRFIELD APRON
AutoCAD SHX Text
TAXIWAY
AutoCAD SHX Text
TAXIWAY
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
AIRCRAFT STRIPING
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
MATCH TO SHEET V-104
AutoCAD SHX Text
MATCH TO SHEET V-102
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
AutoCAD SHX Text
SCALE: 1''=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text N
AutoCAD SHX Text
1. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, NAD 83, AND ARE BASED ON CONTROL POINT GPS4 & LVS1. 2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. 3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, 2015 & JANUARY 25-29, 2016. 4. CONTOUR INTERVAL IS 1 FOOT. CONTOUR INTERVAL IS 1 FOOT. 5. COMBINED FACTOR IS 0.999928090.COMBINED FACTOR IS 0.999928090.
AutoCAD SHX Text
CONTROL TABULATION
AutoCAD SHX Text
STATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EAST
AutoCAD SHX Text
MON EL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
GPS4
AutoCAD SHX Text 26788291.10
AutoCAD SHX Text 1867.79
AutoCAD SHX Text 1841.97
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
LVS1
AutoCAD SHX Text 26787828.47
AutoCAD SHX Text 813835.77
AutoCAD SHX Text 820040.58
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 268.10
AutoCAD SHX Text (10")
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text
PNT NO.
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
DESC
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
POINTS
AutoCAD SHX Text
SPOT ELEV
AutoCAD SHX Text
POWER/TELEPHONE POLE
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
STORMDRAIN MANHOLE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
JBOX COMMUNICATIONS
AutoCAD SHX Text
JUNCTION BOX - E.S.B.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
UNDERGROUND MARKER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BORE HOLE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text
MISCELLANEOUS OBJECT
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
ELECTRICAL BOX
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STREET LIGHT
AutoCAD SHX Text
MONITORING SITE
AutoCAD SHX Text
US SURVEY FOOT EQUIVALENT
AutoCAD SHX Text
TEST WELL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
DECORATIVE ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
GAS VAULT
AutoCAD SHX Text
COMMUNICATION VAULT
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
A/C OR HEAT PUMP
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
TREE P=PINE, O=OAK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
TW
AutoCAD SHX Text S
AutoCAD SHX Text
SEPTIC VAULT
AutoCAD SHX Text
TR
L I C
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I O
N
N
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D E
S I G
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D
B
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R I P
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S I Z
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K E
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D R
A W
N
B
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I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
F I L
E
N
O
F I L
E
N
A M
E j:\Nellis\f35 airfield paving ramp\Topo\1525_NellisAFB_F35_Beddown_Topo\1525_NellisAFB_F35_Beddown_Topo.dwg
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C Y
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J A
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M
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L I V
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N e l l i s A
F B
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B e d d o w n
T o p o d w g
100% DESIGN
N E
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AutoCAD SHX Text E 821,300
AutoCAD SHX Text E 821,500
AutoCAD SHX Text E 821,500
AutoCAD SHX Text E 821,600
AutoCAD SHX Text E 821,800
AutoCAD SHX Text N 26,789,400
AutoCAD SHX Text N 26,789,600
AutoCAD SHX Text E 821,300
AutoCAD SHX Text E 821,400
AutoCAD SHX Text E 821,400
AutoCAD SHX Text E 821,600
AutoCAD SHX Text E 821,700
AutoCAD SHX Text E 821,700
AutoCAD SHX Text E 821,800
AutoCAD SHX Text E 821,900
AutoCAD SHX Text E 821,900
AutoCAD SHX Text N 26,789,200
AutoCAD SHX Text N 26,789,200
AutoCAD SHX Text N 26,789,300
AutoCAD SHX Text N 26,789,300
AutoCAD SHX Text N 26,789,400
AutoCAD SHX Text N 26,789,500
AutoCAD SHX Text N 26,789,500
AutoCAD SHX Text N 26,789,600
AutoCAD SHX Text N 26,789,700
AutoCAD SHX Text N 26,789,700
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
BLOCK WALL
AutoCAD SHX Text
BUILDING
AutoCAD SHX Text
TR
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
TIE DOWNS (TYP)
AutoCAD SHX Text
LARGE LIGHT
AutoCAD SHX Text
DECORATIVE GRAVEL
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
BLOCK WALL
AutoCAD SHX Text
JOINT PATTERN (TYP)
AutoCAD SHX Text
SSMH NW 4"VCP=1851.21 NE 4"VCP=1851.15 SW 4"VCP=1851.31
AutoCAD SHX Text
DI SW 24" CONC=1846.43
AutoCAD SHX Text
DI SW 24"CONC=1846.28
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
MATCH TO SHEET V-105
AutoCAD SHX Text
MATCH TO SHEET V-101
AutoCAD SHX Text
MATCH TO SHEET V-106
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
AutoCAD SHX Text
SCALE: 1''=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text N
AutoCAD SHX Text
1. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, NAD 83, AND ARE BASED ON CONTROL POINT GPS4 & LVS1. 2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. 3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, 2015 & JANUARY 25-29, 2016. 4. CONTOUR INTERVAL IS 1 FOOT. CONTOUR INTERVAL IS 1 FOOT. 5. COMBINED FACTOR IS 0.999928090.COMBINED FACTOR IS 0.999928090.
AutoCAD SHX Text
CONTROL TABULATION
AutoCAD SHX Text
STATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EAST
AutoCAD SHX Text
MON EL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
GPS4
AutoCAD SHX Text 26788291.10
AutoCAD SHX Text 1867.79
AutoCAD SHX Text 1841.97
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
LVS1
AutoCAD SHX Text 26787828.47
AutoCAD SHX Text 813835.77
AutoCAD SHX Text 820040.58
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 268.10
AutoCAD SHX Text (10")
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text
PNT NO.
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
DESC
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
POINTS
AutoCAD SHX Text
SPOT ELEV
AutoCAD SHX Text
POWER/TELEPHONE POLE
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
STORMDRAIN MANHOLE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
JBOX COMMUNICATIONS
AutoCAD SHX Text
JUNCTION BOX - E.S.B.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
UNDERGROUND MARKER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BORE HOLE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text
MISCELLANEOUS OBJECT
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
ELECTRICAL BOX
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STREET LIGHT
AutoCAD SHX Text
MONITORING SITE
AutoCAD SHX Text
US SURVEY FOOT EQUIVALENT
AutoCAD SHX Text
TEST WELL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
DECORATIVE ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
GAS VAULT
AutoCAD SHX Text
COMMUNICATION VAULT
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
A/C OR HEAT PUMP
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
TREE P=PINE, O=OAK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
TW
AutoCAD SHX Text S
AutoCAD SHX Text
SEPTIC VAULT
AutoCAD SHX Text
TR
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
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D A
T E
C O
N T
R A
C H
E C
K E
D
B
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D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
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C
O R
E
N G
I N
E E
R S
S P
F I L
E
N
O
F I L
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N
A M
E j:\Nellis\f35 airfield paving ramp\Topo\1525_NellisAFB_F35_Beddown_Topo\1525_NellisAFB_F35_Beddown_Topo.dwg
V-103
T O
P O
G R
A P
H Y
D
M
E L
L O
L
H
U L
C Y
J
M
A R
I N
O s
J A
M E
S
M
O
L I V
E R
N e l l i s A
F B
F
B e d d o w n
T o p o d w g
100% DESIGN
N E
L L
B
N
V
F
R
F I E
V
E M
E N
T S
R K
M F
I N
H
O U
S
I G
N
T R
E E
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S A
C R
A M
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T O
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A
S A
C R
A M
E N
S
T R
I C
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X X
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A N
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AutoCAD SHX Text U
AutoCAD SHX Text U
AutoCAD SHX Text E 820,100
AutoCAD SHX Text E 820,200
AutoCAD SHX Text N 26,788,500
AutoCAD SHX Text N 26,788,600
AutoCAD SHX Text N 26,788,600
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text E 820,000
AutoCAD SHX Text E 820,000
AutoCAD SHX Text E 820,100
AutoCAD SHX Text E 820,200
AutoCAD SHX Text E 820,300
AutoCAD SHX Text E 820,300
AutoCAD SHX Text E 820,400
AutoCAD SHX Text E 820,400
AutoCAD SHX Text E 820,500
AutoCAD SHX Text E 820,500
AutoCAD SHX Text N 26,788,500
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text
2-24" CONC PIPES W/ FES INV(E)=1844.04 INV(W)=1844.11
AutoCAD SHX Text
TAXIWAY
AutoCAD SHX Text
TAXIWAY
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
TOP OF SLOPE
AutoCAD SHX Text
TOE OF SLOPE
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
JOINT PATTERN (TYP)
AutoCAD SHX Text
2' WIDE STRIPING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCH TO SHEET V-109
AutoCAD SHX Text
MATCH TO SHEET V-104
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
AutoCAD SHX Text
SCALE: 1''=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text N
AutoCAD SHX Text
1. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, NAD 83, AND ARE BASED ON CONTROL POINT GPS4 & LVS1. 2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. 3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, 2015 & JANUARY 25-29, 2016. 4. CONTOUR INTERVAL IS 1 FOOT. CONTOUR INTERVAL IS 1 FOOT. 5. COMBINED FACTOR IS 0.999928090.COMBINED FACTOR IS 0.999928090.
AutoCAD SHX Text
CONTROL TABULATION
AutoCAD SHX Text
STATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EAST
AutoCAD SHX Text
MON EL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
GPS4
AutoCAD SHX Text 26788291.10
AutoCAD SHX Text 1867.79
AutoCAD SHX Text 1841.97
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
LVS1
AutoCAD SHX Text 26787828.47
AutoCAD SHX Text 813835.77
AutoCAD SHX Text 820040.58
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 268.10
AutoCAD SHX Text (10")
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text
PNT NO.
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
DESC
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
POINTS
AutoCAD SHX Text
SPOT ELEV
AutoCAD SHX Text
POWER/TELEPHONE POLE
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
STORMDRAIN MANHOLE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
JBOX COMMUNICATIONS
AutoCAD SHX Text
JUNCTION BOX - E.S.B.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
UNDERGROUND MARKER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BORE HOLE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text
MISCELLANEOUS OBJECT
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
ELECTRICAL BOX
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STREET LIGHT
AutoCAD SHX Text
MONITORING SITE
AutoCAD SHX Text
US SURVEY FOOT EQUIVALENT
AutoCAD SHX Text
TEST WELL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
DECORATIVE ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
GAS VAULT
AutoCAD SHX Text
COMMUNICATION VAULT
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
A/C OR HEAT PUMP
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
TREE P=PINE, O=OAK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
TW
AutoCAD SHX Text S
AutoCAD SHX Text
SEPTIC VAULT
AutoCAD SHX Text
TR
L I C
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A T
I O
N
N
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S I G
N E
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S I Z
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D A
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C O
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B
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I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
F I L
E
N
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F I L
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A M
E j:\Nellis\f35 airfield paving ramp\Topo\1525_NellisAFB_F35_Beddown_Topo\1525_NellisAFB_F35_Beddown_Topo.dwg
V-104
T O
P O
G R
A P
H Y
D
M
E L
L O
L
H
U L
C Y
J
M
A R
I N
O s
J A
M E
S
M
O
L I V
E R
N e l l i s A
F B
F
B e d d o w n
T o p o d w g
100% DESIGN
N E
L L
B
N
V
F
R
F I E
V
E M
E N
T S
R K
M F
I N
H
O U
S
I G
N
T R
E E
T
S A
C R
A M
E N
T O
C
A
S A
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A M
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S
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X X
X X
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X X
X X
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X X
X X
X X
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X X
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A N
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D
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E 820,800
AutoCAD SHX Text E 820,900
AutoCAD SHX Text E 821,000
AutoCAD SHX Text E 821,100
AutoCAD SHX Text E 821,100
AutoCAD SHX Text E 821,200
AutoCAD SHX Text E 821,200
AutoCAD SHX Text N 26,788,500
AutoCAD SHX Text N 26,788,600
AutoCAD SHX Text N 26,788,600
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text E 820,600
AutoCAD SHX Text E 820,600
AutoCAD SHX Text E 820,700
AutoCAD SHX Text E 820,700
AutoCAD SHX Text E 820,800
AutoCAD SHX Text E 820,900
AutoCAD SHX Text E 821,000
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text
2-18" CONC PIPES W/ FES INV(E)=1843.90 INV(W)=1843.46
AutoCAD SHX Text
AIRFIELD APRON
AutoCAD SHX Text
TIE DOWN (TYP)
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
RIPRAP
AutoCAD SHX Text
TOP OF SLOPE
AutoCAD SHX Text
TOE OF SLOPE
AutoCAD SHX Text
DECORATIVE GRAVEL
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
AIRCRAFT STRIPING
AutoCAD SHX Text
AIRCRAFT STRIPING
AutoCAD SHX Text
AIRCRAFT STRIPING
AutoCAD SHX Text
JOINT PATTERN (TYP)
AutoCAD SHX Text
MARKER UNDERGROUND WATER
AutoCAD SHX Text
SDMH SEALED SHUT UNABLE TO OPEN
AutoCAD SHX Text
SDMH BOX INV=1845.21 24" CONC PIPES THRU NOT MEASURED
AutoCAD SHX Text
DI NE 24"CONC=1845.43 SW 24"CONC=1845.38
AutoCAD SHX Text
DI NE 24"CONC=1844.88 SW1 18"CONC=1844.83 SW2 18"CONC=1844.83
AutoCAD SHX Text
SDMH BOX INV=1844.70 2-24" CONC PIPES THRU, NOT MEASURED OUTLET AT POND.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MATCH TO SHEET V-110
AutoCAD SHX Text
MATCH TO SHEET V-103
AutoCAD SHX Text
MATCH TO SHEET V-105
AutoCAD SHX Text
MATCH TO SHEET V-101
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
AutoCAD SHX Text
SCALE: 1''=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text N
AutoCAD SHX Text
1. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, NAD 83, AND ARE BASED ON CONTROL POINT GPS4 & LVS1. 2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. 3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, 2015 & JANUARY 25-29, 2016. 4. CONTOUR INTERVAL IS 1 FOOT. CONTOUR INTERVAL IS 1 FOOT. 5. COMBINED FACTOR IS 0.999928090.COMBINED FACTOR IS 0.999928090.
AutoCAD SHX Text
CONTROL TABULATION
AutoCAD SHX Text
STATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EAST
AutoCAD SHX Text
MON EL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
GPS4
AutoCAD SHX Text 26788291.10
AutoCAD SHX Text 1867.79
AutoCAD SHX Text 1841.97
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
LVS1
AutoCAD SHX Text 26787828.47
AutoCAD SHX Text 813835.77
AutoCAD SHX Text 820040.58
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 268.10
AutoCAD SHX Text (10")
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text
PNT NO.
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
DESC
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
POINTS
AutoCAD SHX Text
SPOT ELEV
AutoCAD SHX Text
POWER/TELEPHONE POLE
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
STORMDRAIN MANHOLE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
JBOX COMMUNICATIONS
AutoCAD SHX Text
JUNCTION BOX - E.S.B.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
UNDERGROUND MARKER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BORE HOLE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text
MISCELLANEOUS OBJECT
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
ELECTRICAL BOX
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STREET LIGHT
AutoCAD SHX Text
MONITORING SITE
AutoCAD SHX Text
US SURVEY FOOT EQUIVALENT
AutoCAD SHX Text
TEST WELL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
DECORATIVE ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
GAS VAULT
AutoCAD SHX Text
COMMUNICATION VAULT
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
A/C OR HEAT PUMP
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
TREE P=PINE, O=OAK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
TW
AutoCAD SHX Text S
AutoCAD SHX Text
SEPTIC VAULT
AutoCAD SHX Text
TR
L I C
I T
A T
I O
N
N
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D E
S I G
N E
D
B
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D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
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D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
S P
F I L
E
N
O
F I L
E
N
A M
E j:\Nellis\f35 airfield paving ramp\Topo\1525_NellisAFB_F35_Beddown_Topo\1525_NellisAFB_F35_Beddown_Topo.dwg
V-105
T O
P O
G R
A P
H Y
D
M
E L
L O
L
H
U L
C Y
J
M
A R
I N
O s
J A
M E
S
M
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L I V
E R
N e l l i s A
F B
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B e d d o w n
T o p o d w g
100% DESIGN
N E
L L
B
N
V
F
R
F I E
V
E M
E N
T S
R K
M F
I N
H
O U
S
I G
N
T R
E E
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S A
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T O
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A
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S
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X X
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X X
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A N
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D
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text E 821,300
AutoCAD SHX Text E 821,500
AutoCAD SHX Text E 821,600
AutoCAD SHX Text E 821,600
AutoCAD SHX Text E 821,700
AutoCAD SHX Text E 821,800
AutoCAD SHX Text E 821,900
AutoCAD SHX Text E 821,900
AutoCAD SHX Text N 26,788,600
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text E 821,300
AutoCAD SHX Text E 821,400
AutoCAD SHX Text E 821,400
AutoCAD SHX Text E 821,500
AutoCAD SHX Text E 821,700
AutoCAD SHX Text E 821,800
AutoCAD SHX Text N 26,788,600
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text
PERIMETER ROAD
AutoCAD SHX Text
DIRT DRIVEWAY
AutoCAD SHX Text
DIRT DRIVEWAY
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
AIRFIELD APRON
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text C
AutoCAD SHX Text
DECORATIVE GRAVEL
AutoCAD SHX Text
DECORATIVE GRAVEL
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
AIRCRAFT STRIPING
AutoCAD SHX Text
BLOCK WALL
AutoCAD SHX Text
JOINT PATTERN (TYP)
AutoCAD SHX Text
SDMH BOX INV=1845.80 24" CONC PIPES THRU. NOT MEASURED
AutoCAD SHX Text
SSMH NE 8"VCP=1837.73 SW 8"VCP=1837.63
AutoCAD SHX Text
CURB & GUTTER (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
MATCH TO SHEET V-111
AutoCAD SHX Text
MATCH TO SHEET V-104
AutoCAD SHX Text
MATCH TO SHEET V-106
AutoCAD SHX Text
MATCH TO SHEET V-102
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
AutoCAD SHX Text
SCALE: 1''=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text N
AutoCAD SHX Text
1. GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, GRID COORDINATES ARE IN US SURVEY FEET AND REFER TO THE NEVADA STATE COORDINATE SYSTEM ZONE EAST, NAD 83, AND ARE BASED ON CONTROL POINT GPS4 & LVS1. 2. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. ELEVATIONS ARE IN US SURVEY FEET AND REFER TO NAVD 1988, GEOID 12A AND ARE BASED ON CP GPS4 & LVS1. 3. TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, TOPOGRAPHY BY TOTAL STATION & RTK SURVEY METHODS. FIELD SURVEY DATES: JUNE 22-JUL 29, AUGUST 24-25, 2015 & JANUARY 25-29, 2016. 4. CONTOUR INTERVAL IS 1 FOOT. CONTOUR INTERVAL IS 1 FOOT. 5. COMBINED FACTOR IS 0.999928090.COMBINED FACTOR IS 0.999928090.
AutoCAD SHX Text
CONTROL TABULATION
AutoCAD SHX Text
STATION
AutoCAD SHX Text
NORTH
AutoCAD SHX Text
EAST
AutoCAD SHX Text
MON EL
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
GPS4
AutoCAD SHX Text 26788291.10
AutoCAD SHX Text 1867.79
AutoCAD SHX Text 1841.97
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
LVS1
AutoCAD SHX Text 26787828.47
AutoCAD SHX Text 813835.77
AutoCAD SHX Text 820040.58
AutoCAD SHX Text
BRASS DISC
AutoCAD SHX Text
WHEEL STOP
AutoCAD SHX Text W
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text J
AutoCAD SHX Text T
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text 268.10
AutoCAD SHX Text (10")
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text W
AutoCAD SHX Text
CO
AutoCAD SHX Text E
AutoCAD SHX Text
PNT NO.
AutoCAD SHX Text
ELEV
AutoCAD SHX Text
DESC
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
CONTROL POINT
AutoCAD SHX Text
POINTS
AutoCAD SHX Text
SPOT ELEV
AutoCAD SHX Text
POWER/TELEPHONE POLE
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
STORMDRAIN MANHOLE
AutoCAD SHX Text
SANITARY SEWER MANHOLE
AutoCAD SHX Text
JBOX COMMUNICATIONS
AutoCAD SHX Text
JUNCTION BOX - E.S.B.
AutoCAD SHX Text
ELECTRICAL PANEL
AutoCAD SHX Text
UNDERGROUND MARKER
AutoCAD SHX Text
GUY WIRE
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
BORE HOLE
AutoCAD SHX Text
VALVE
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
WATER WELL
AutoCAD SHX Text
MISCELLANEOUS OBJECT
AutoCAD SHX Text
HYDRANT
AutoCAD SHX Text
BOLLARD
AutoCAD SHX Text
CLEAN OUT
AutoCAD SHX Text
ELECTRICAL BOX
AutoCAD SHX Text
TRANSFORMER
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text
STREET LIGHT
AutoCAD SHX Text
MONITORING SITE
AutoCAD SHX Text
US SURVEY FOOT EQUIVALENT
AutoCAD SHX Text
TEST WELL
AutoCAD SHX Text
SHRUB
AutoCAD SHX Text
DECORATIVE ROCK
AutoCAD SHX Text
ROCK
AutoCAD SHX Text
ELECTRIC VAULT
AutoCAD SHX Text
GAS VAULT
AutoCAD SHX Text
COMMUNICATION VAULT
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
TELEPHONE VAULT
AutoCAD SHX Text
A/C OR HEAT PUMP
AutoCAD SHX Text
BUILDING OUTLINE
AutoCAD SHX Text
TREE P=PINE, O=OAK
AutoCAD SHX Text
SYMBOL LEGEND
AutoCAD SHX Text
TW
AutoCAD SHX Text S
AutoCAD SHX Text
SEPTIC VAULT
AutoCAD SHX Text
TR
AutoCAD SHX Text
RUNWAY LIGHT
MATCH TO SHEET V-112
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US Army Corps of Engineers
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E j:\Nellis\f35 airfield paving ramp\Topo\1525_NellisAFB_F35_Beddown_Topo\1525_NellisAFB_F35_Beddown_Topo.dwg
V-106
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100% DESIGN
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AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text E 822,000
AutoCAD SHX Text E 822,000
AutoCAD SHX Text E 822,100
AutoCAD SHX Text E 822,100
AutoCAD SHX Text E 822,400
AutoCAD SHX Text E 822,400
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text N 26,789,200
AutoCAD SHX Text N 26,789,200
AutoCAD SHX Text N 26,789,300
AutoCAD SHX Text N 26,789,300
AutoCAD SHX Text E 822,200
AutoCAD SHX Text E 822,200
AutoCAD SHX Text E 822,300
AutoCAD SHX Text E 822,300
AutoCAD SHX Text E 822,500
AutoCAD SHX Text E 822,500
AutoCAD SHX Text N 26,788,700
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,788,800
AutoCAD SHX Text N 26,788,900
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,000
AutoCAD SHX Text N 26,789,100
AutoCAD SHX Text
12" CMP INV=1846.24
AutoCAD SHX Text
12" CMP INV=1846.11
AutoCAD SHX Text
O'BANNON ROAD
AutoCAD SHX Text
PERIMETER ROAD
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
TR
AutoCAD SHX Text
TOP OF SLOPE
AutoCAD SHX Text
TOE OF SLOPE
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
SSMH SEALED SHUT UNABLE TO OPEN
AutoCAD SHX Text
SSMH SEALED SHUT UNABLE TO OPEN
AutoCAD SHX Text
SSMH N 6"VCP=1839.91 E 8"VCP=1839.66 W 8"VCP=1839.54
AutoCAD SHX Text
SSMH N 6"VCP=1845.55 S 6"VCP=1845.56
AutoCAD SHX Text
SSMH E 8"VCP=1839.15 SW 8"VCP=1839.14
AutoCAD SHX Text
CURB & GUTTER (TYP)
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text E
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text
DIRT
AutoCAD SHX Text U
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text
MATCH TO SHEET V-112
AutoCAD SHX Text
MATCH TO SHEET V-105
AutoCAD SHX Text
MATCH TO SHEET V-107
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text A/C ------------AIR CONDITIONER BT -------------BLACKTOP CONC ------------CONCRETE CMP ------------CORRUGATED METAL PIPE DI ------------DROP INLET E ------------EAST EBB ------------GROVE OF ELDERBERRY BUSH EBBX ------------SPOT ELEVATION OF ELDERBERRY BUSH EL -------------ELEVATION E.S.B. ------------ELECTRIC SPLICE BOX INV ------------INVERT MH ------------MANHOLE M/W ------------MONITORING WELL
AutoCAD SHX Text N ------------NORTH ROCK ------------ROCK, BOULDER, OR OUTCROPPING ROCKX ------------SPOT ELEVATION ON ROCK, BOULDER S ------------SOUTH SD ------------STORM DRAIN S/S ------------SANITARY SEWER SDMH ------------STORM DRAIN MANHOLE SSMH ------------SANITARY SEWER MANHOLE TOP ------------TOP OF PIPE UG ------------UNDERGROUND VCP ------------VITRIFIED CONCRETE PIPE W ------------WEST XFMR ------------TRANSFORMER
AutoCAD SHX Text
SCALE: 1''=40'
AutoCAD SHX Text 40'
AutoCAD SHX Text 40'
AutoCAD SHX Text
AutoCAD…
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