FY17_HCP_and_Taxiway_Bid_Set_Drawings_11x17_(W912PP-17-R-0005).pdf

United States Army Corps of Engineers

Albuquerque District

...Serving the Nation

...Serving the Army ero Accidents ero Tolerance

OTERO COUNTY, NEW MEXICO

HOLLOMAN AIR FORCE BASE

PLANS FOR

W912PP-17-R-0005

KWRD043006

DATED :

PROJECT NO.:

SOLICITATION NO. :

TEAM MEMBER SIGNATURE FUNCTION

APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND

SUBMITTED:

CHIEF, DESIGN BRANCH

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CIVIL

STANDARDS OF QUALITY AND PROFESSIONALISM.

ALBUQUERQUE DISTRICT DESIGN TEAM. THIS DOCUMENT MEETS OUR HIGH

SET OF DRAWINGS WERE ASSEMBLED AND REVIEWED BY THE FOLLOWING

THE DESIGN, ASSOCIATED DETAILS, AND PRESENTATION CONCEPTS IN THIS

COST ENGINEERING

SPECIFICATIONS

PROJECT MANAGEMENT

BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

DESIGNATIONS OF GOVERNMENT INDIVIDUALS APPEAR ON THESE PROJECT

ALBUQUERQUE DISTRICT. THE INITIALS OR SIGNATURES AND REGISTRATION

THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS

GEOTECHNICAL

ENGINEERING TECHNICIAN

PROJECT MANAGER

COST ENGINEER

SHELLEY D. RAMOS, P.E.

HUFF HORTON, P.E. CIVIL ENGINEER

CHRIS A. VELASQUEZ, P.E. CHIEF, GENERAL ENGINEERING

CHIEF, GEOTECHNICAL

MICHAEL R. PRUDHOMME, CCE CHIEF, COST ENGINEERING

ENGINEERING TECHNICIANBARRY EASTER

BRIAN SANCHEZ, CET

GEOTECHNICAL ENGINEER

ELECTRICAL

ELECTRICAL ENGINEERJAMES GEAR, P.E.

MATTHEW BONNER, P.E.

TAXIWAY (KWRD043006)

FY17 HAZARDOUS CARGO PAD AND

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y , H

O L L

O M

A N A

IR

F

O R

C E B

A S

E , O

T E

R O

Y C

O U

N T

Y , N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E

O T

E R

O Y C

O U

N T

Y

N E

W M

E X

IC

O

ENGINEERING TECHNICIAN

STRUCTURAL

CHIEF, FACILITIES DESIGNGEORGE SIMS, P.E.

ERIC BANKS

CHRIS R. BROWN

STRUCTURAL ENGINEER

DAVID ABBOTT

JOHN STAGES, P.E.

JANUARY 2017

BID SET - NOT FOR CONSTRUCTION

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N h a g -0

.d g n

C .O .E

C .O .E

C .O .E

G-002

IN

D

E X O

F D

R A

W

IN

G S

GENERAL

COVER SHEET1 G-001

G-002

CIVIL

C-1013

C-105

C-107

C-102

C-103

PROJECT LOCATION AND VICINITY MAPS

C-104

10 C-108

GEOTECHNICAL

B-101

B-103

8 C-106

INDEX OF DRAWINGS2

C-501

44 B-102

47 B-105

48 B-106

NOTES AND DETAILS

CONTRACTOR ACCESS CONTROL AND OPERATIONS

INDEX OF DRAWINGS

TITLESHEET TITLESHEET TITLESHEET TITLESEQ. SHEETSEQ. SEQ. SEQ.

65 E-001

67 ES101

ELECTRICAL

B-104

SUBSURFACE INVESTIGATION PLAN

C-503

C-502

SITE PLAN A - HCP TAXIWAY

SITE PLAN B - HCP TAXIWAY

SITE PLAN C - HCP TAXIWAY

SITE PLAN E - ACCESS ROAD

C-109

C-110

C-111

GRADING PLAN A - HCP TAXIWAY

GRADING PLAN B - HCP TAXIWAY

GRADING PLAN C - HCP TAXIWAY

C-112

15 C-113

GRADING PLAN E - ACCESS ROAD

16 C-114

18 C-115

19 C-116

20 C-117

21 C-118

SHEET LAYOUT - UTILITY PLAN

22 C-119

23 C-120

STRUCTURAL

MASTER SITE PLAN

B-110

B-111

B-108

B-109

54 B-301

49 B-107

B-501

B-502

B-701

B-702

JOINT LAYOUT PLAN A

JOINT LAYOUT PLAN B

JOINT LAYOUT PLAN C

JOINT LAYOUT PLAN D

PAVEMENT SITE PLAN A

PAVEMENT SITE PLAN B

PAVEMENT SITE PLAN C

PAVEMENT SITE PLAN D

PAVEMENT SITE PLAN E

PAVEMENT SECTIONS I

PAVEMENT DETAILS II

PAVEMENT DETAILS I

SITE PLAN D - HCP AND TAXIWAY

GRADING PLAN D - HCP AND TAXIWAY

PAVEMENT JOINT ELEVATIONS I

PAVEMENT JOINT ELEVATIONS II

PAVEMENT MARKING AND SIGNAGE PLAN A

PAVEMENT MARKING PLAN B

PAVEMENT MARKING PLAN C

PAVEMENT MARKING PLAN D

24 C-121

25 C-122

26 C-123

27 C-124

SHEET LAYOUT - PAVEMENT JOINT ELEVATIONS

28 C-125

PAVEMENT JOINT ELEVATIONS III

29 C-126

30 C-127

31 C-128

32 C-301

33 C-302

34 C-303 PROFILE - ACCESS ROAD (ALIGN. B)

TAXIWAY BOX CULVERT PLAN AND SECTIONS

C-50439

C-50540

35 C-401 ENLARGED PLAN - HCP

ELECTRICAL LEGEND AND SITE NOTES

90 EA102

89 EA101

91 EA103

92 EA104

98 EA501

93 EA105

99 EA502

EA504

EA503

EA505

AIRFIELD LIGHTING PLAN - AREA "A"

AIRFIELD LIGHTING PLAN - AREA "B"

AIRFIELD LIGHTING PLAN - AREA "C"

AIRFIELD LIGHTING PLAN - AREA "D"

AIRFIELD LIGHTING PLAN - AREA "E"

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

S-001

S-002

S-501

C-50641

ED101 AIRFIELD DEMOLITION PLAN - AREA "F"

EG101

S-502

79 EG102 AIRFIELD GROUNDING PLAN - AREA "B"

80 EG103 AIRFIELD GROUNDING PLAN - AREA "C"

81 EG104 AIRFIELD GROUNDING PLAN - AREA "D"

87 EG501 AIRFIELD STATIC GROUND AND TIEDOWN DETAIL

82 EG105 AIRFIELD GROUNDING PLAN - AREA "E"

68 ES102

TAXIWAY, HCP, AND ACCESS ROAD SECTION GRADES

PAVEMENT MARKING AND AIRCRAFT TIEDOWN DETAILS

WATER LINE DETAILS

STRUCTURAL GENERAL STRUCTURAL NOTES

STRUCTURAL QA PROGRAM AND CONCRETE NOTES

STRUCTURAL PLAN AND PROFILE

STRUCTURAL CULVERT CROSS SECTIONS

S-503 STRUCTURAL CULVERT CROSS SECTIONS

69 ES103

74 ES501 CATHODIC PROTECTION DETAILS

EL101 CONTROL TOWER LIGHTING LAYOUT ADDITION

ET101 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "A"

ET102 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "B"

ET103 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "C"

ET104 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "D"

ET105 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "E"

ET106 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "F"

ET107

17 C-114A PAVEMENT MARKING AND SIGNAGE PLAN F

66 ES100 AIRFIELD ELECTRICAL OVERALL KEY PLAN

70 ES104

77 EG100 AIRFIELD GROUNDING OVERALL KEYPLAN

AIRFIELD GROUNDING PLAN - AREA "A"

83 EG106 AIRFIELD GROUNDING PLAN - AREA "F"

84 EG107 AIRFIELD GROUNDING PLAN - AREA "G"

85 EG108 AIRFIELD GROUNDING PLAN - AREA "N"

86 EG109

88 EA100 AIRFIELD LIGHTING OVERALL KEYPLAN

94 EA106

95 EA107

96 EA108

97 EA109

AIRFIELD LIGHTING PLAN - AREA "F"

AIRFIELD LIGHTING PLAN - AREA "G"

AIRFIELD LIGHTING PLAN - AREA "N"

ET100 AIRFIELD TELECOMMUNICATIONS OVERALL KEYPLAN

ET108 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "H"

ET109 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "I"

ET110

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "G"

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "L"

AIRFIELD LIGHTING PLAN - AREAS "H"-"M"

AIRFIELD GROUNDING PLAN - AREAS "H"-"M"

CATHODIC PROTECTION PLAN - AREAS "A" THRU "F"

CATHODIC PROTECTION PLAN - AREAS "G", "J", "K", & "M"

ET111

ET501

"N", "J", "K", & "M"

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREAS

TELECOMMUNICATION DETAILS

55 B-302 PAVEMENT SECTIONS II

DRILLING LOGS I

DRILLING LOGS II

MARKING/SIGNAGE

SHEET LAYOUT - SITE, GRADING, AND PAVEMENT

CONSTRUCTION PHASING EXISTING COMMUNICATIONS DEMOLITION PLAN - AREAS "E" & "F"

71 ES105 NEW COMMUNICATIONS CONSTRUCTION PLAN - AREAS "E" & "F"

PLAN & PROFILE 1 - WATER LINE STA 0+00C TO 9+50C

PLAN & PROFILE 2 - WATER LINE STA 9+50C TO 18+10C

PLAN & PROFILE 3 - WATER LINE STA 18+10C TO 27+10C

PLAN & PROFILE 4 - WATER LINE STA 27+10C TO 35+80C

PLAN & PROFILE 5 - WATER LINE STA 35+80C TO 44+90C

PLAN & PROFILE 6 - WATER LINE STA 44+90C TO 54+00C

PROFILE - TAXIWAY (ALIGN. A) STA 0+00A TO 18+40A

PROFILE - TAXIWAY (ALIGN. A) STA 18+40A TO 27+00A

C-50742 ROAD CLOSURE GATE DETAILS

AIR RELEASE VALVE AND CULVERT HEADWALL DETAILS

75 ES502 COMMUNICATIONS DUCTBANK AND ROUTING DETAILS

72 ES106

73 ES107

TEMPORARY DISPLACED THRESHOLD PLAN - AREA "O"

ROUTING - AREA "P"

ENLARGED VIEW TEMPORARY END LIGHT JUMPER

EXISTING COMMUNICATIONS SITE PLAN - AREA "A"

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A C

T

N O

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

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S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

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IC

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F Y H

A Z

A R

D O

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A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

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IC

O

C O

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S O

F E

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IN

E E

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U .S

A R

M Y E

N G

IN

E E

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IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

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C E B

A S

E N

E W M

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IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

E le c

S u b s ta ti o n

Old Fire Training Area

Abandon Skeet Range

Abandon Fire Training

Area

Playground

Court

Court

Court

Playground

Playground

C o u r t

Court Court

Tennis

Courts

Tennis

Courts

P o o l

P o o l

D e te n ti o n

P o n d

Bermed Area

Substation

Playg roun d

Playground

Playground

P la y g r o u n d

Playground

Substation

Landfill

Landfill

Landfill

Landfill

Pond

R u n n in g

Tr a c k

Sports

Field

Sports

Field

Sports

Field

Sports

Field

Sports

Field

Lagoon

Lagoon

Lagoon

Lagoon

Lagoon

Lagoon

Sports

Field

Sports

Field

Skeet Range

LOCALIZER

ANTENNA

934 935936

957956

44902

44903

44906

W.T.

21811

21810

21814

21815

21813

21812

21819

21818

21817

21816

95868

828917

G4 T5

G5

T4

T6

G6

75130

T7

G7

2253 2251 2249

22472245

75105J

2238 2240

28442846 2848285052

2854285628582860

2855 2853

27 28

274327492753 2751 4547

2748 2744

9 2721 2720

2725 27352731

24 262728

2760 2782

71 2

270927072705

2710 2702

G9

T2

T8 G8

T9

G2

G3

FP

S

R

AD

AR

TW

R

8 4

1 7

2214 2216

E

2424 2426

52077

1 751

05G

H E

LI

P

A D

75117

75111

75102

75114

RANGE

75-106

5D

9 2

43 244

8 245

05B

81104

6 7

7 2

7 255

2 254

4 46 254

3 253

1 2

4 2

5 2

75 105A

1 2

1 5

TH

E A

TE

R

2 2

9 2

75500

0 642

AN/FP

N 47

44301

LOX PLANT

75140

75141

R V

S

TO

R A G E

B

AK

G

LI

D E

S

LO

P E

S H E

LT

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B A K

GLIDE S

LOPE

ANTENNA

SHELTER

KING 1 AREA

TRAINING AREA

PRIME BEEF

93100

BAK-12

1099 1097

69100

M O

TO

R

P

O O L

84203

W.T.

13624

AF BEACON

BAK-12

93101

83301

12281229

12371236

12031200

75600

1225 1224

1242 1241

1233 1234

1246 1247 1248

B A S E

O P S

O F F

IC

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C

LU

B

F A

M

IL

Y

C

A M P

PARK/PICNIC AREA

H O S P

IT

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R E A

ELEMENTARY

SCHOOL

E

LE

M E N

TA

R Y

S C

H O

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JR

H

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B

M P F

POL

AREA

FIRE TRAINING FAC

CONTROL

TOWER

SP TRAINING

AREA

13850

LAUNCH

BALLOON

PAD

PRIMATE SCIENCE

LABORATORY (NMSU)

GOLF

C

ART

SHED

9GOLF COURSE

DRIVING

W E

V E

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S

D R

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S A

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SANDOVAL

LOOP

SOCORRO LOOP

SAN JUAN

LOOP

A R

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IB

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QUAY LOOP

HOLLOMAN AIR FORCE BASE

H A

IV

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KELLY

ROAD

B E

P

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IV

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F O

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IN

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CHOW HALL

TULAROSA R

OAD

K E L L Y

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WAGNER STREET

MESQUITE ROAD

TRAVIS PLACE TRAVIS LOOP

DONA ANA PLACE DONA ANA LOOP

DONA ANA LOOPDE BACA PLACE

M E S

Q U

IT

A D

F E T C

H E T

L O

O P

H A R

M O

N

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TORRANCE PLACE

SIERRA PLACESIERRA LOOP

SIERRA LOOP OTERO LOOP

OTERO LOOPLUNA LOOP

LUNA LOOP HIDALGO LOOP

HIDALGO LOOP

EG

LI

N

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PLACE

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W A

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SABRE ROAD

DEZONIA ROAD

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P-9

P-10

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P A T R

K

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P-13

P-14

P-16

P-

P-18

P-20

P-19

P-21

P-25

P-

P-

P-

M A

IN

G A

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U N P

A V E D

R

O A D

K E L L Y

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B

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UNPAVED ROAD

UNPAVED ROAD

UNPAVED ROAD

D E

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P A

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S T R E E T

N

IN

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F

IR

S T

S T R E E T

H O

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21808

CONSTRUCTION P

ROHIBIT

ED

A P

P R

O A

CLEAR ZONE

Z O

N E

CLEAR ZONE

C L E A R

Z

O N E

CONSTRUCTION PROHIBITED

C O

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T R

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IO

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IB

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APPROACH

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ZONE

APPROACH

C O

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A P P

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C L E A R

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C L E A R

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C L E

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C L E

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ZO

N

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PRO

ACH

P

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C O

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N

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P R

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APPROACH

A P

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C L E

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C L E

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10511048

P-17

F A

IR

C H

IV

E

P-2

BAK-12

TYPE MA-1A

BAK-15

BAK-12

BAK-9

BAK-15

PAVILION

MUNITIONS STORAGE AREA

SUSPECT VEHICLE

INSPECTION AREA

GUADALUPE PLACE

TO

W

HI

TE

S

ANDS

L

AS

C

RUCES

N.

M

U.

S.

HI

GHW

AY

FO

R

TY

N

IN

AVE

BAK-15

B A K

C E N

TE

R

LE

A R

N

IN

G

75754

HOLLOMAN AFB

CANNON AFB

Hobbs

Roswell

Clovis

Ft. Sumner

Carlsbad

Tucumcari

Alamogordo

Carrizozo

Los Cruces

Deming

Lordsburg

Silver City

Consequences

Truth or

Socorro

WHITE

SANDS

MISSILE

RANGE

Santa Fe

Los Vegas

Toas

Raton

Vaughn

Santa Rosa

Albuquerque

KIRTLAND

AFB

Espanola

Shiprock Farmington

Aztec

Trinidad

Walsenburg

Ft. Garland Cortez

Dorango

Gallup

Chama

Alamosa

Bernalillo

Clayton

FT. WINGATE

ARMY DEPOT

SAC PEAK

OBSERVATORY

Pecos

Alpine

Marfa

Presidi

Van Horn

El Paso

Ft. Stockton

FORT BLISS PYOTE AFB

M E X I C O

N E W M E X I C 0

C O L O R A D O

I

HOLLOMAN AIR FORCE BASE

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

C

V E

L A

S Q

U E

Z h a c -1

.d g n

V

IC

IN

IT

Y M

A P

S

P R

O J E

C T L

O C

A T

IO

N A

N D

0' 500' 1000' 2000' 3000'

1"=1000'

PROJECT LOCATION MAP

SCALE: 1"=1000'

VICINITY MAP

SCALE: NOT TO SCALE

BENCHMARK DATA

CONTROL TOWER

FIRE DEPT.

POLICE

SECURITY

ENGINEER

BASE CIVIL

HOSPITAL

BASE

& INFORMATION

VISITOR CENTER

MAIN GATE

ACCESS GATE

CONTRACTOR

WEST GATE

E

E W

EVA

RENIN

YTROF

D E

LA

W A R E A

V E

SABRE RD

S A

B

DOUGLAS RD

RUNWAY 07

/25

R U

N W

A Y

/3

M O

R O

N I D

R

LOCATION

PROJECT

BM HAFB 2A

BM HAFB 07-08

ELEV. = 4047.13

E = 1,295,084.69

N = 11,923,832.31

BM HAFB 07-08

ELEV. = 4043.55

E = 1,298,896.55

N = 11,921,131.54

BM HAFB 07-06

DATUM IS EGM96, US SURV. FT.

HORIZ. DATUM IS UTM ZONE 13N, WGS84, US SURV. FT. VERTICAL

ELEV. = 4060.13

E = 1,291,793.48

N = 11,929,656.29

BM HAFB 2A

K E

DR YLLEK

C-101

AREA

WASTE FILL

WASTE FILL AREA NOTES

GENERAL NOTES

WASTE FILL AREA

HAUL ROUTE TO

CONTRACTOR

WASTE FILL AREA

HAUL ROUTE TO

CONTRACTOR

ROUTE

ACCESS/HAUL

CONTRACTOR

ROUTE

ACCESS/HAUL

CONTRACTOR

R U

N W

A Y

4/

ENGINEER

COE RESIDENT

AREA, SHALL BE SEGRATED FROM CLEAN SOIL PLACED HERE.

CLEAN BASE COURSE MATERIAL, IF PLACED IN THE WASTE FILL

MATERIAL, ASPHALT RUBBLE, CONCRETE RUBBLE, TRASH, ETC.

SHALL BE CLEAN MATERIAL THAT IS FREE OF ORGANIC

HAFB WASTE FILL AREA. MATERIAL PLACED IN THIS AREA

THE PROJECT SITE MAY BE DISPOSED 0F IN THE DESIGNATED

1. EXCESS SOIL AND BASE COURSE MATERIAL REMOVED FROM

FOR SANITARY SEWAGE WASTE DISPOSAL REQUIREMENTS.

RESPONSIBILIITY. REFER TO SPECIFICATION SECTION 01 51 00

REMOVAL SHALL BE AT THE CONTRACTOR'S EXPENSE AND

WASTE FILL AREA. CONSTRUCTION WASTE AND DEBRIS

CLEAN WASTE SOIL, WHICH MAY BE DISPOSED OF AT THE BASE

WASTE MATERIAL OFF THE BASE WITH THE EXCEPTION OF

2. THE CONTRACTOR SHALL DISPOSE OF CONSTRUCTION

THE BASE AT HIS EXPENSE AND RESPONSIBILITY.

1. THE CONTRACTOR SHALL OBTAIN BORROW MATERIAL OFF

TAXIWAY G

T A

X

IW

A Y L

TAXIWAY R

K E

DOUGLAS RD

91 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

0+00B

12+00B

1+00B

2+00B

3+00B

4+00B

5+00B

6+00B

7+00B

8+00B

9+00B

10+00B

11+00B

27+50A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A

A 22+00A 23+00A 24+00A 25+00A 26+00A 27+00A

27+50A

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

C

0+00C

1+00C

C

C

4+

C

5+

C

6+

C

7+

C

8+

C

9+

C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

C 1 C 1 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

N

SCALE: 1"=200'

0'

1"=200'

100' 200' 400' 600'

NEW HAZARDOUS CARGO PAD (HCP)

T A X

IW

KELLY ROAD

K E

A D

K E

L L

Y R

O A

D

HALE D

RIVE

0'

0'

0'

0'

LEGEND

NOTES

CONTROL AND OPERATIONS NOTES AND DETAILS.

2.SEE SHEET C-501 FOR CONTRACTOR ACCESS

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

PHASING NOTES

CONSTRUCTION PHASING

PHASE 1

WHITE SANDS MISSILE RANGE

HOLLOMAN AIR FORCE BASE

(ALIGNMENT C)

NEW WATER LINE

ACCESS ROAD

EXIST. UNPAVED

(ALIGNMENT B)

NEW ACCESS ROAD

(ALIGNMENT A)

NEW HCP TAXIWAY

ACCESS ROAD

EXIST. UNPAVED

FOR PHASED CONSTRUCTION

RUNWAY CLEARANCE LINE

(ALIGNMENT C)

NEW WATER LINE

R U

N W

A Y O

V E

R R

U N

R U

N W

A Y O

V E R

R U

N

RUNWAY

EDGE OF EXIST.

CONSTRUCTION

LINE FOR PHASED

RUNWAY CLEARANCE

R U

N W

A Y

/2

325'

325'

T A

X

IW

A Y G

PHASE 1PHASE 1

PHASE 1

EXIST. PAVED ROAD

EXIST. PAVED ROAD

C-504

G

MARKINGS (THIS PROJECT)

DISPLACED THRESHOLD

TEMPORARILY

LOW PROFILE BARRICADES

PHASE 1 WORK AREA

NEW PAVEMENT OR SHOULDER

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

2 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-102

C O

N S

T R

U C

T

IO

N P

H A

S

IN

G

' 3

CENTERLINE STRIPE

EXIST. RUNWAY

BE 3' WIDE.

LINE (TYP OF 13). ARROWHEAD STRIPE SHALL

END OF RUNWAY AND TEMPORARY THRESHOLD

END OF EACH CENTERLINE STRIPE BETWEEN

PAINT TEMPORARY YELLOW ARROWHEAD AT

REQUIREMENTS.

"PHASING OF WORK" FOR ADDITIONAL WORK PHASING

9. REFER TO SPECIFICATION SECTION 01 01 50,

CONTRACTING OFFICER.

APPROVED BY THE AIRFIELD MANAGER AND

PROCEED UNTIL BARRICADE INSTALLATIONS ARE

OF THE CONTRACTING OFFICER. WORK SHALL NOT

THE AIRFIELD MANAGER AND TO THE SATISFACTION

BARRICADES SHALL BE INSTALLED AS REQUIRED BY

WORK AREAS IN THE VICINITY OF THE AIRFIELD.

BARRICADES ON THE AIRFIELD TO DELINEATE THE

AND RELOCATION AS REQUIRED OF LOW PROFILE

8. PHASE 1 SHALL INCLUDE INSTALLATION, REMOVAL,

MARKING OUT WITH BLACK PAINT.

COMPLETELY OBLITERING MARKINGS, NOT BY

TEMPORARY MARKINGS SHALL BE REMOVED BY

TEMPORATY MARKINGS ARE NO LONGER NEEDED,

COMPLETE. AT COMPLETION OF PHASE, WHEN

OFFICER, AND SHALL BE REMOVED WHEN WORK IS

AIRFIELD MANAGER THROUGH THE CONTRACTING

WORK IN THE PHASE, SHALL BE APPROVED BY THE

SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF

RUNWAY 04 AS SHOWN ON THIS SHEET. MARKINGS

REMOVAL OF DISPLACED THRESHOLD MARKINGS ON

7. PHASE 1 SHALL INCLUDE INSTALLATION AND

FOOTPRINT REQUIRED TO ACCOMPLISH THE PHASE.

CONTRACTOR SHALL WORK WITHIN THE MINIMUM

REQURED TO ACCOMPLISH THE WORK. THE

AND, FOR CLARITY, ARE SHOWN LARGER THAN

6. THE BOUNDARIES OF PHASE 1 ARE APPROXIMATE

SPECIFICATIONS.

ACCOMPLISHED IN ACCORDANCE WITH THE

DISTRIBUTION SYSTEM. DISINFECTION SHALL BE

ITS CONNECTION TO THE EXISTING WATER

FILLED AND DISINFECTED AS A SINGLE UNIT PRIOR TO

THE ENTIRE COMPLETED NEW WATER LINE MAY BE

5. SEPARATE FROM THE WORK INCLUDED IN PHASE 1,

ADDITIONAL INFORMATION.

THE WATER LINE PLAN AND PROFILE SHEETS FOR

WATER LINE WILL NOT BE ACCEPTABLE. REFER TO

EXCAVATION FOR INSTALLATION OF THIS SECTION OF

INSTALLED BY TRENCHLESS METHOD. OPEN

STA 14+70C, INCLUDED IN PHASE 1, SHALL BE

4. THE NEW WATER LINE BETWEEN STA 16+80C AND

ACCOMPLISH THE TESTING.

OF WATER LINE SHALL BE CAPPED AT EACH END TO

IN THIS PHASE OF WORK, THE COMPLETED SECTION

THE COMPLETED LENGTH OF WATER LINE INCLUDED

THE SATISFACTION OF THE CONTRACTING OFFICER,

3. PHASE 1 SHALL INCLUDE PRESSURE TESTING, TO

SHOWN ON SHEET C-119.

WHICH INCLUDES PAVEMENT GRIDS 1 THROUGH 6 AS

TAXIWAY AND ASSOCIATED CONSTRUCTION BETWEEN

2. PHASE 1 CONSTRUCTION INCLUDES THE NEW

AREAS SHOWN ON THIS DRAWING.

ALL PROJECT WORK WITHIN THE PHASE 1 WORK

1. PHASE 1 INCLUDES SUBSTANTIAL COMPLETION OF

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

A

B

C

DE

B

B

B

B

B

B

B

B

B

B

B

B

B

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

A

0+

A 1+

A

2+

A 3+

A

4+00A

5+00A

6+00A

7+00A

8+00A

9+00A

10+00A

11+00A

12+00A

13+00A

14+00A

15+00A

16+00A

17+00A

18+00A

19+00A

20+00A

21+00A

A

A

A

A

A

A

A

F

N

LEGEND

NOTES

SCALE: 1"=200'

0'

1"=200'

100' 200' 400' 600'

NEW HAZARDOUS CARGO PAD (HCP)

T A

X

IW

A Y R

(ALIGNMENT B)

NEW ACCESS ROAD

(ALIGNMENT A)

NEW HCP TAXIWAY

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

SHEET BOUNDARY

R U

N W

A Y

4/

SHEET LAYOUT - SITE, GRADING, AND PAVEMENT MARKING/SIGNAGE

E 1,293,099.51

E 1,292,467.42

N 11,925,705.29

PI - STA 3+12.70A

E 1,291,641.73

RUNWAY

EDGE OF EXIST.

ACCESS ROAD

EXIST. UNPAVED

ACCESS ROAD

EXIST. UNPAVED

E 1,292,841.32

ACCESS ROAD

EXIST. UNPAVED

E 1,292,674.96

K E L L Y R

O A

D

K E

L L

Y

R

O A

D

TAXIWAY G T

A

X

IW

A Y L

07/25

RUNWAY

H O

L L

O M

R

S

E

W H

N

S

N

G E

N 11,925,471.40

STA 0+00A

ALIGNMENT POB

N 11,927,904.67

STA 27+50A

ALIGNMENT POE

N 11,927,771.59

STA 0+00B

ALIGNMENT POB N 11,927,739.97

STA 12+00B

ALIGNMENT POE

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

3 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-103

A N

D P

A V

E M

E N

T M

A R

K

IN

G /S

IG

N A

G E

S H

E E

T L

A Y

O U

T S

IT

E

G R

A D

IN

G

S T A . 2

.1 A E

N D T

A X

IW

A Y

- B

E G

IN

H

C P

E 1,292,511.24

N 11,927,382.68

PI - STA 19+83.15A

SHEET C-107,C-112,C-117

SHEET C-105,C-110,C-115

SHEET C-106,C-111,C-116

SHEET C-108,C-113

SHEET C-104,C-109,C-114

SHEET C-114A

0' 120'

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

SITE PLAN A - HCP TAXIWAY

NEW ASPHALT PAVED SHOULDER

NEW CONC. AIRFIELD PAVEMENT

KEY PLAN

SHEET C-105

50' 75' 50'

R

R

C-503

A

BOX CULVERT

SPACING OF THE CONCRETE PAVEMENT JOINTS.

3. SEE THE JOINT LAYOUT PLAN (SHEET B-108) FOR

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

E 1,292,674.96

3.

N 11,925,747.48

E 1,292,647.24

N 11,925,778.99

E 1,292,669.41

N 11,925,758.77

E 1,292,663.96

E 1,292,519.82

N 11,925,646.25

PC - STA 2+33.75A

E 1,292,469.48

N 11,925,784.21

PT - STA 3+84.13A

'5

N 11,925,471.40

STA 0+00A

ALIGNMENT POB

R

CABLE RELOCATIONS

FOR UNDERGROUND

SEE ELEC. DRAWINGS

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

4 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-104

S

IT

E P

L A

N A H

C P T

A X

IW

A Y

ASPHALT PAD

A S P H

A

LT

R

O A D

AIR FIELD LIGHTINGCONC PADS

CABLE MARKER

UNDERGROUND

AIRFIELD LIGHTING

CONC PADS

ELECT. MH

CONCRETE

ASPHALT OVERRUN

M H

M H

R U

N W

A Y

-2

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

0+

A

1+

A

2+

A

3+

A

4+00A

5+00A

6+00A

MATCH LINE -

C-502

MATCH LINE -

A

B

C

DE

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

NEW ASPHALT PAVED SHOULDER

NEW CONC. AIRFIELD PAVEMENT

SITE PLAN B - HCP TAXIWAY

KEY PLAN

SHEET C-104

SHEET C-106

50' 75' 50'

SPACING OF THE CONCRETE PAVEMENT JOINTS.

3. SEE THE JOINT LAYOUT PLAN (SHEET B-110) FOR

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

5 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-105

S

IT

E P

L A

N B H

C P T

A X

IW

A Y

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

7+00A

8+00A

9+00A

10+00A

11+00A

12+00A

13+00A

MATCH LINE -

MATCH LINE -

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

SITE PLAN C - HCP TAXIWAY

NEW ASPHALT PAVED SHOULDER

NEW CONC. AIRFIELD PAVEMENT

KEY PLAN

SHEET C-105

SHEET C-107

50' 75' 50'

400'

R

N 11,927,198.70

E 1,292,906.57

SPACING OF THE CONCRETE PAVEMENT JOINTS.

3. SEE THE JOINT LAYOUT PLAN (SHEET B-103) FOR

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

E 1,292,506.70

N 11,927,209.15

PC - STA 18+09.55A

PROJECT GRADING LIMITS

EXIST. DITCH - REMOVE WITHIN

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

6 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-106

S

IT

E P

L A

N C H

C P T

A X

IW

A Y

DITCH

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

13+00A

14+00A

15+00A

16+00A

17+00A

18+00A

19+00A

20+00A

MATCH LINE -

MATCH LINE -

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

KEY PLAN

SHEET C-106

SITE PLAN D - HCP AND TAXIWAY

S H

E E

T C -1

NEW AIRCRAFT TIEDOWN

NEW UNPAVED ROAD SHOULDER

OR ROAD

NEW ASPHALT PAVED SHOULDER

NEW CONC. AIRFIELD PAVEMENT

E 1,293,099.51

50'

75'

50'

140'

R

R

R

50'

R

E 1,292,820.35

E 1,292,841.32

N 11,927,630.67

E 1,292,523.27

.5

N 11,927,740.53

STA 11+79.03B

OF AIRCRAFT TIEDOWNS (TYP)

SEE SHEET C-401 FOR LOCATION

PROJECT GRADING LIMITS

EXIST. ROAD - REMOVE WITHIN

N 11,927,904.67

STA 27+50A

ALIGNMENT POE

N 11,927,739.97

STA 12+00B

ALIGNMENT POE

STA 24+32.24A

N 11,927,622.33

E 1,292,663.03

N 11,927,749.47

E 1,292,670.62

N 11,927,840.08

E 1,292,932.55

N 11,927,765.28

E 1,292,998.92

.6

.6

R 400'

N 11,927,198.70

E 1,292,906.57

45°

SEE SHEET C-128

HYDRANT OUTLET.

WATER LINE FLUSHING

PROTECTION FOR

ROCK EROSION

EA. END

CONC. HEADWALL

40 L.F. EA. WITH

2 x 12" CULVERT

STA 7+40.00B

CENTERLINE.

MIDPOINT OF CULVERTS SHALL BE LOCATED AT ROAD

PERPENDICULAR TO ROAD AT STATION INDICATED.

4. ROAD CULVERTS SHALL BE INSTALLED

SPACING OF THE CONCRETE PAVEMENT JOINTS.

3. SEE THE JOINT LAYOUT PLAN (SHEET B-111) FOR

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

7 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-107

S

IT

E P

L A

N D H

C P A

N D T

A X

IW

A Y

S T A . 2

.1 A E

N D T

A X

IW

A Y

- B

E G

IN

H

C P

E 1,292,641.08

N 11,927,497.90

PT - STA 21+37.12A

N 11,927,525.95

E 1,292,616.19

N 11,927,469.85

E 1,292,665.97

DIRT ROADS

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

B

B

B

B

B

B

B

A

20+00A

21+00A

A

A

A

A

A

A

A

MATCH LINE -

M A

T C

H L

IN

2C -5

C-502

A

B

C

1"=40'

20' 40' 80'

LEGEND

NOTES

KEY PLAN

SCALE: 1"=40'

SITE PLAN E - ACCESS RD

S H

E E

T C -1

UNPAVED ROAD SHOULDER

OR ROAD

NEW ASPHALT PAVED SHOULDER

NEW CONC. AIRFIELD PAVEMENT

E 1,291,641.73

R

30'

R

R

R

3'

.9

.0

UNSURFACED ROAD (TYP)

SAWCUT AT REMOVAL LIMITS.

NEW ROAD INTERSECTION.

EXIST. ASPHALT ROADWAY AT

REMOVE 3' WIDE STRIP OF

SEE DETAIL ON SHEET C-507

SWING, STEEL PIPE GATE

INSTALL 30' WIDE, DOUBLE

STA. 1+10B

UNPAVED SHOULDER

NEW STOP SIGN

12'

SWALE

SCALE: NOT TO SCALE

TRAFFIC SIGN MOUNTING DETAILS

" DIA. HOLES8

MOUNT SIGN SECURELY

TO POST

" O.D. STEEL2

SIGN POST

PROVIDE BREAK-AWAY

CONNECTION

6" MAX.

FINISHED GRADE

CONCRETE

(A L L S

IG

N S

GUTTER

CURB AND

" I.D. PIPE2

1'-0"

3'-0"

SHALL BE SET 7'-0" FROM EDGE OF PAVEMENT.

WHEN CURB AND GUTTER IS NOT PRESENT, C OF POSTL

TRAFFIC CONTROL DEVICES (DEPT. OF TRANSPORTATION).

ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM

BROWN IN CONFORMANCE WITH BASE STANDARD.

SIGN POSTS SHALL HAVE BAKED ENAMEL FINISH, COLOR

CONCRETE STRENGTH SHALL BE 3000 PSI MIN.

NOTES:

1.

2.

3.

4.

5.

FOR STEEL SIGN POST.

BREAK-AWAY CONNECTION SHALL BE FHWA APPROVED

PROJECT GRADING LIMITS

EXIST. SWALE - REMOVE WITHIN

PROJECT GRADING LIMITS

EXIST. ROAD - REMOVE WITHIN

N 11,927,771.59

STA 0+00B

ALIGNMENT POB

EA. END

CONC. HEADWALL

50 L.F. EA. WITH

3 x 12" CULVERT

STA 0+82.00B

EA. END

CONC. HEADWALL

40 L.F. EA. WITH

2 x 12" CULVERT

STA 7+40.00B

CENTERLINE.

MIDPOINT OF CULVERTS SHALL BE LOCATED AT ROAD

PERPENDICULAR TO ROAD AT STATION INDICATED.

3. ROAD CULVERTS SHALL BE INSTALLED

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

8 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-108

S

IT

E P

L A

N E A

C C

E S

S R

D

SIGN

K E

L L

Y

R

D

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

B

B

B

B

B

B

B

B

B

B

B

M A

T C

H L

IN

K E

L

A

D

C-502

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

GRADING PLAN A - HCP TAXIWAY

KEY PLAN

SHEET C-110

MATCH EXIST. GRADE

50.39

50.39 INV.

PROFILE.

5. SEE SHEETS C-301 AND C-302 FOR THE TAXIWAY

CONCRETE PAVEMENT JOINT ELEVATIONS.

4. SEE SHEETS C-118, C-119, C-120, AND C-121 FOR

ABOVE SEA LEVEL.

3. ADD 4000' TO SPOT ELEVATIONS FOR ELEVATION

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

BOX CULVERT

C-503

A

ENLARGED PLAN FOR LIMITS

AT INLET - SEE BOX CULVERT

ROCK EROSION PROTECTION

ENLARGED PLAN FOR LIMITS

AT OUTLET - SEE BOX CULVERT

ROCK EROSION PROTECTION

NEW SPOT ELEVATION AT INVERT

NEW SPOT ELEVATION

ON CONC. AIRFIELD PAVEMENT ONLY)

NEW FINISHED 0.10' CONTOUR (SHOWN

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW PAVEMENT

CABLE RELOCATIONS

FOR UNDERGROUND

SEE ELEC. DRAWINGS

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

9 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-109

G R

A D

IN

G P

L A

N A H

C P T

A X

IW

A Y

ASPHALT PAD

A S P H

A

LT

R

O A D

AIR FIELD LIGHTINGCONC PADS

CABLE MARKER

UNDERGROUND

AIRFIELD LIGHTING

CONC PADS

ELECT. MH

CONCRETE

ASPHALT OVERRUN

M H

M H

R U

N W

A Y

-2

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

0+

A

1+

A

2+

A

3+

A

4+00A

5+00A

6+00A

MATCH LINE -

50.40 INV.

49.96INV.

52.15

52.42

52.39 53.60

53.50

52.42

51.35

52.56

C-502

52.15

53.15

53.53

53.15

52.79

MATCH LINE -

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

GRADING PLAN B - HCP TAXIWAY

KEY PLAN

SHEET C-109

SHEET C-111

PROFILE.

5. SEE SHEETS C-301 AND C-302 FOR THE TAXIWAY

CONCRETE PAVEMENT JOINT ELEVATIONS.

4. SEE SHEETS C-118, C-119, C-120, AND C-121 FOR

ABOVE SEA LEVEL.

3. ADD 4000' TO SPOT ELEVATIONS FOR ELEVATION

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

ON CONC. AIRFIELD PAVEMENT ONLY)

NEW FINISHED 0.10' CONTOUR (SHOWN

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW PAVEMENT

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

10 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-110

G R

A D

IN

G P

L A

N B H

C P T

A X

IW

A Y

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

7+00A

8+00A

9+00A

10+00A

11+00A

12+00A

13+00A

MATCH LINE -

MATCH LINE -

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

GRADING PLAN C - HCP TAXIWAY

SHEET C-110

SHEET C-112

KEY PLAN

PROFILE.

5. SEE SHEETS C-301 AND C-302 FOR THE TAXIWAY

CONCRETE PAVEMENT JOINT ELEVATIONS.

4. SEE SHEETS C-118, C-119, C-120, AND C-121 FOR

ABOVE SEA LEVEL.

3. ADD 4000' TO SPOT ELEVATIONS FOR ELEVATION

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

ON CONC. AIRFIELD PAVEMENT ONLY)

NEW FINISHED 0.10' CONTOUR (SHOWN

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW PAVEMENT

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

11 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-111

G R

A D

IN

G P

L A

N C H

C P T

A X

IW

A Y

DITCH

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

13+00A

14+00A

15+00A

16+00A

17+00A

18+00A

19+00A

20+00A

MATCH LINE -

MATCH LINE -

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

S H

E E

T C -1

SHEET C-111

KEY PLAN

GRADING PLAN D - HCP AND TAXIWAY

50.39

50.39 INV.

NEW AIRCRAFT TIEDOWN

NEW SPOT ELEVATION AT INVERT

NEW SPOT ELEVATION

ON CONC. AIRFIELD PAVEMENT ONLY)

NEW FINISHED 0.10' CONTOUR (SHOWN

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW PAVEMENT

SEE SHEET C-128

HYDRANT OUTLET.

WATER LINE FLUSHING

PROTECTION FOR

ROCK EROSION

AT OUTLET

PROTECTION

ROCK EROSION

EA. END

CONC. HEADWALL

40 L.F. EA. WITH

2 x 12" CULVERT

STA 7+40.00B

CENTERLINE.

MIDPOINT OF CULVERTS SHALL BE LOCATED AT ROAD

PERPENDICULAR TO ROAD AT STATION INDICATED.

6. ROAD CULVERTS SHALL BE INSTALLED

PROFILE.

PROFILE. SEE SHEET C-303 FOR ACCESS ROAD

5. SEE SHEETS C-301 AND C-302 FOR THE TAXIWAY

CONCRETE PAVEMENT JOINT ELEVATIONS.

4. SEE SHEETS C-118, C-119, C-120, AND C-121 FOR

ABOVE SEA LEVEL.

3. ADD 4000' TO SPOT ELEVATIONS FOR ELEVATION

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

12 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-112

G R

A D

IN

G P

L A

N D H

C P A

N D T

A X

IW

A

YS

T A . 2

.1 A E

N D T

A X

IW

A Y

- B

E G

IN

H

C P

DIRT ROADS

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

B

B

B

B

B

B

B

A

20+00A

21+00A

A

A

A

A

A

A

A

MATCH LINE -

M A

T C

H L

IN

40564056

55.06INV.

INV.54.86

56.22

56.29

57.32

57.57

57.14

56.99

57.28

55.80

55.80

56.14

55.99

56.44

56.26

56.99

2C -5

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

GRADING PLAN E - ACCESS RD

S H

E E

T C -1

KEY PLAN

NEW SPOT ELEVATION AT INVERT

NEW SPOT ELEVATION

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW PAVEMENT

50.39

50.39 INV.

MATCH EXISTING GRADE

AT OUTLET

PROTECTION

ROCK EROSION

AT OUTLET

PROTECTION

ROCK EROSION

12'

' 10'

SWALE

TO DRAIN

CULVERT INLET. GRADE

EXTEND SWALE TOWARD

EA. END

CONC. HEADWALL

40 L.F. EA. WITH

2 x 12" CULVERT

STA 7+40.00B

EA. END

CONC. HEADWALL

50 L.F. EA. WITH

3 x 12" CULVERT

STA 0+82.00B

UNSURFACED ROAD (TYP)

CENTERLINE.

MIDPOINT OF CULVERTS SHALL BE LOCATED AT ROAD

PERPENDICULAR TO ROAD AT STATION INDICATED.

5. ROAD CULVERTS SHALL BE INSTALLED

4. SEE SHEET C-303 FOR THE ACCESS ROAD PROFILE.

ABOVE SEA LEVEL.

3. ADD 4000' TO SPOT ELEVATIONS FOR ELEVATION

ALIGNMENTS.

2. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

13 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-113

G R

A D

IN

G P

L A

N E A

C C

E S

S R

D

SIGN

K E

L L

Y

R

D

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

B

B

B

B

B

B

B

B

B

B

B

M A

T C

H L

IN

4056 4056

40564056

4057 4057 4057 4057

405740574057

55.07 INV.

55.31 INV.

55.06INV.

INV.54.86

56.22

56.29

57.14

56.14

55.99

56.26

57.53

57.53

K E

L

A

D

C-502

C-502

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

KEY PLAN

SHEET C-115

PAVEMENT MARKING AND SIGNAGE PLAN A

C-504

D

C-504

A

C-504

B

C-504

E

POSITION MARKING

RUNWAY HOLD

R

0'

0'

C-504

A

C-504

D

.7 5'

CENTERLINE

RUNWAY

.5

C-504

A

37.5'

SHEET C-114A

NEW RUNWAY SAFETY AREA/OFZ SIGN

NEW RUNWAY HOLD SIGN

NEW TAXIWAY DIRECTION SIGNS

NEW TAXIWAY LOCATION SIGN

NEW PAVEMENT

0'

.2

R

OF DOUBLE EDGE LINE

DIMENSION TO CENTER

INFORMATION.

ELECTRICAL DRAWINGS FOR ADDITIONAL

150/5345-44K AND AC 150-5340-18F. SEE THE

SIGNS SHALL BE IN ACCORDANCE WITH FAA AC

BE FAA AC 150/5345-44K, SIZE 3 SIGNS. HEIGHT OF

3. TAXIWAY LOCATION AND DIRECTION SIGNS SHALL

DETAILS.

2. SEE SHEET C-504 FOR PAVEMENT MARKING

ALIGNMENTS.

1. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

(TYP)

(TYP)

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

14 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-114

S

IG

N A

G E P

L A

N A

P A

V E

M E

N T M

A R

K

IN

G A

N D

SHEET C-102 FOR ADDITIONAL INFORMATION.

MARKING INDICATED ON SHEET C-102. SEE

OF RUNWAY AND TEMPORARY THRESHOLD

RUNWAY CENTERLINE STRIPE BETWEEN END

(TYP OF 13) AT END OF EACH EXISTING

PROVIDE TEMPORARY ARROWHEAD STRIPE

EDGE STRIPE

EXIST. RUNWAY

CENTERLINE STRIPE (TYP)

EXIST. RUNWAY

EDGE STRIPE

EXIST. RUNWAY

TAXILINE

EXIST.

ASPHALT PAD

A S P H

A

LT

R

O A D

AIR FIELD LIGHTINGCONC PADS

CABLE MARKER

UNDERGROUND

AIRFIELD LIGHTING

CONC PADS

ELECT. MH

CONCRETE

ASPHALT OVERRUN

M H

M H

R U

N W

A Y

-2

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

0+

A

1+

A

2+

A

3+

A

4+00A

5+00A

6+00A

MATCH LINE -

MATCH LINE -

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

KEY PLAN

PAVEMENT MARKING AND SIGNAGE PLAN F

DETAILS.

2. SEE SHEET C-504 FOR PAVEMENT MARKING

ALIGNMENTS.

1. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

SHEET C-114

NEW TAXIWAY DIRECTION SIGN

NEW TAXIWAY LOCATION SIGN

CONC. TAXIWAY

EDGE OF

R U

N W

A Y /2

T O C

E N T E R L

IN

E

NEW AIRFIELD SIGN

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

15 40

C

V E

L A

S Q

U E

Z h a c -1

A .d g n

C-114A

S

IG

N A

G E P

L A

N F

P A

V E

M E

N T M

A R

K

IN

G A

N D

TYP.

AIR FIELD LIGHTING

RUNWAY SIGN

SYSTEM

ARRESTING CABLE

ASPHALT PAD

AIR FIELD LIGHTING

ASPHALT ROAD

ELECT. MH

RUNWAY SIGN

CONC PADS

A S P

H A L T S

H O

U L D E R

CONC PADS

CONC PADS

T A

X

IW

A Y R

ASPHALT OVERRUN

M H

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

MATCH LINE -

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

KEY PLAN

SHEET C-114

SHEET C-116

PAVEMENT MARKING PLAN B

NEW PAVEMENT

DETAILS.

2. SEE SHEET C-504 FOR PAVEMENT MARKING

ALIGNMENTS.

1. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

C-504

B

C-504

A

C-504

D

37.5'

(TYP)

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

16 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-115

P A

V E

M E

N T M

A R

K

IN

G P

L A

N B

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

7+00A

8+00A

9+00A

10+00A

11+00A

12+00A

13+00A

MATCH LINE -

MATCH LINE -

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

KEY PLAN

SHEET C-117

PAVEMENT MARKING PLAN C

NEW PAVEMENT

DETAILS.

2. SEE SHEET C-504 FOR PAVEMENT MARKING

ALIGNMENTS.

1. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

C-504

D

C-504

A

C-504

B

37.5'

(TYP)

SHEET C-115

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

17 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-116

P A

V E

M E

N T M

A R

K

IN

G P

L A

N C

DITCH

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

13+00A

14+00A

15+00A

16+00A

17+00A

18+00A

19+00A

20+00A

MATCH LINE -

MATCH LINE -

A

B

C

1"=40'

20' 40' 80'

SCALE: 1"=40'

LEGEND

NOTES

KEY PLAN

SHEET C-116

PAVEMENT MARKING PLAN D

S H

E E

T C -1

NEW AIRCRAFT TIEDOWN

NEW PAVEMENT

DETAILS.

2. SEE SHEET C-504 FOR PAVEMENT MARKING

ALIGNMENTS.

1. SEE SHEET C-103 FOR HORIZONTAL CONTROL OF

C-504

B

ADDITIONAL INFORMATION

SEE SHEET C-401 FOR

C-504

D

C-504

A

37.5'

37.5'

C-504

B

C-504

A

C-504

D

(TYP)

(TYP)

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

18 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-117

P A

V E

M E

N T M

A R

K

IN

G P

L A

N D

S T A . 2

.1 A E

N D T

A X

IW

A Y

- B

E G

IN

H

C P

DIRT ROADS

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

B

B

B

B

B

B

B

A

20+00A

21+00A

A

A

A

A

A

A

A

MATCH LINE -

M A

T C

H L

IN

C

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

II

III

I

N

LEGEND

NOTES

SCALE: 1"=200'

0'

1"=200'

100' 200' 400' 600'

NEW HAZARDOUS CARGO PAD (HCP)

T A

X

IW

A Y R

(ALIGNMENT B)

NEW ACCESS ROAD

(ALIGNMENT A)

NEW HCP TAXIWAY

SHEET LAYOUT - PAVEMENT JOINT ELEVATIONS

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

SHEET BOUNDARY

R U

N W

A Y

4/

K E L L Y R

O A

D

K E

L L

Y

R

O A

D

TAXIWAY G T

A

X

IW

A Y L

07/25

RUNWAY

H O

L L

O M

R

S

E

W H

N

S

N

G E

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

19 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-118

J O

IN

T E

L E

V A

T

IO

N S

S H

E E

T L

A Y

O U

T P

A V

E M

E N

T

SHEET C-119

SHEET C-120

SHEET C-121

LEGEND

NOTES

KEY PLAN

PAVEMENT JOINT ELEVATIONS I

0' 90'

1"=30'

15' 30' 60'

SCALE: 1"=30'

4.

A1

B1

C1

D1

E1

F1

G1

H1

S H

E E

T C -1

OF THE CONCRETE PAVEMENT JOINTS.

3. SEE SHEETS B-108 THROUGH B-111 FOR SPACING

ABOVE SEA LEVEL.

2. ADD 4000' TO JOINT ELEVATIONS FOR ELEVATION

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

20 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-119

P A

V E

M E

N T J

O

IN

T E

L E

V A

T

IO

N S I

SLAB IDENTIFIER GRID NUMBER

SLAB IDENTIFIER GRID LETTER

NEW PAVEMENT JOINT ELEVATION

NEW CONC. AIRFIELD PAVEMENT

A-S

1-124

M H

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

M A

T C

H L

IN

.6

.8

.0

.7

.9

.1

.5

.4

.6

.8

.6

.4

.4

.6

.8

.6

.3

.2

.3

53.60

53.48

53.34

53.10

52.94

52.74

52.68

52.52

52.42

2.3

52.45

52.54

52.71

52.77

52.97

53.13

.2

3.

4.

5.

II

III

I

G

F

E

D

C

B

A1

13 14 15 16 17 19 18 20 21 22 23 24 25 26 27 28 29 30 31 32 23 34 35

A

B

C

D

A

B

NOTES

KEY PLAN

PAVEMENT JOINT ELEVATIONS II

0' 90'

1"=30'

15' 30' 60'

SCALE: 1"=30'

LEGEND

4.

S H

E E

T C -1

1T

H

IS

S

H E

E T

S H

E E

T C -1

T H

IS

S

H E

E T

OF THE CONCRETE PAVEMENT JOINTS.

3. SEE SHEETS B-108 THROUGH B-111 FOR SPACING

ABOVE SEA LEVEL.

2. ADD 4000' TO JOINT ELEVATIONS FOR ELEVATION

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

21 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-120

P A

V E

M E

N T J

O

IN

T E

L E

V A

T

IO

N S I I

SLAB IDENTIFIER GRID NUMBER

SLAB IDENTIFIER GRID LETTER

NEW PAVEMENT JOINT ELEVATION

NEW CONC. AIRFIELD PAVEMENT

A-S

1-124

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

M A

T C

H L

IN

T C

H L

IN

6.

II

III

I

71706934 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68

A

B

D

C

D

C

B

A A

B

C

D

M A

T C

H L

IN

T C

H L

IN

7.

6.6

6.8

7.0

6.8

6.6

6.7

6.8

7.0

6.8

6.7

.74

.93

.11

.93

.74

.77

.96

.14

.96

.77

.80

.99

.18

.99

.80

56.8

57.0

57.2

56.87

8988878685848382818079787776757473727170 D

C

B

A

D

C

NOTES

KEY PLAN

0' 90'

1"=30'

15' 30' 60'

LEGEND

PAVEMENT JOINT ELEVATIONS III

SCALE: 1"=30'

4.

S H

E E

T C -1

OF THE CONCRETE PAVEMENT JOINTS.

3. SEE SHEETS B-108 THROUGH B-111 FOR SPACING

ABOVE SEA LEVEL.

2. ADD 4000' TO JOINT ELEVATIONS FOR ELEVATION

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

22 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-121

P A

V E

M E

N T J

O

IN

T E

L E

V A

T

IO

N S I

II

SLAB IDENTIFIER GRID NUMBER

SLAB IDENTIFIER GRID LETTER

NEW PAVEMENT JOINT ELEVATION

NEW CONC. AIRFIELD PAVEMENT

A-S

1-124

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

M A

T C

H L

IN

.5

.7

.5

.7

.9

.6

.8

.9

.8

.6

.8

.0

.8

7.3

8.

.08

57.54

57.04 57.12

.39

57.31 57.29

57.27

57.23

57.20

57.17

57.14

57.10 57.08

57.35

12412312212112011911811711611511411311211111010910810710610510410310210110099

II

III

I

S

D

C

B

A

J

K

L

M

N

P

Q

R

D

C

B

A D

C

91 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

4 5 6

C

0+00C

1+00C

C

C

4+

C

5+

C

6+

C

7+

C

8+

C

9+

C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

+0

0C

C 1 C 1 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C 2 C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

4 4 5 5

5 5 6 6

6 6 7 7

7 7 8 8

8 8 9 9

9 9 0 0

0 0

1 1

1 1 2 2

2 2 3 3

3 3 4 4

N

LEGEND

NOTES

SCALE: 1"=200'

0'

1"=200'

100' 200' 400' 600'

NEW HAZARDOUS CARGO PAD (HCP)

NEW ACCESS ROAD

NEW HCP TAXIWAY

R U

N W

A Y

/2

T A X

IW

KELLY ROAD

K E

A D

K E

L L

Y R

O A

D

NEW WATER LINE - ALIGNMENT C

NEW WATER LINE - ALIGNMENT C

SHEET BOUNDARY

HALE D

RIVE

SHEET LAYOUT - UTILITY PLAN

PHASING NOTES

E 1,294,510.03

E 1,294,395.50

E 1,294,313.25

E 1,293,180.92

N 11,923,606.77

PI STA 1+20.00C

N 11,923,869.84

PI STA 3+95.63C

N 11,924,469.79

PI STA 16+77.08C

E 1,292,658.42

N 11,925,101.77

PI STA 24+97.08C

E 1,292,392.66

PHASING REQUIREMENTS.

1. REFER TO SHEET C-102 FOR PROJECT WORK

WHITE SANDS MISSILE RANGE

HOLLOMAN AIR FORCE BASE

N 11,923,642.58

STA 0+00C

ALIGNMENT POB

N 11,927,879.09

STA 54+00C

ALIGNMENT POE

E 1,292,329.79

N 11,925,472.13

PI STA 29+92.22C

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

23 40

C

V E

L A

S Q

U E

Z h a c -1

.d g n

C-122

S H

E E

T L

A Y

O U

T U

T

IL

IT

Y P

L A

N

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO

APPROXIMATE. THE CONTRACTOR SHALL FIELD

5. EXSISTING UTILITY INFORMATION SHOWN IS

WORK IN PROJECT.

LIGHTING, GROUNDING, AND CATHODIC PROTECTION

RELOCATED ELECTRICAL, COMMUNICATION,

4. SEE THE ELECTRICAL DRAWINGS FOR NEW AND/OR

WILL NOT BE ACCEPTABLE.

FOR INSTALLATION OF THIS SECTION OF WATER LINE

TRENCHLESS METHOD. OPEN TRENCH EXCAVATION

16+80C AND 14+70C SHALL BE INSTALLED BY

THE SECTION OF NEW WATER LINE BETWEEN STA

3. TO MINIMIZE DISRUPTION TO AIRFIELD OPERATIONS

LOW PROFILE BARRICADES.

2. SEE SHEET C-102 FOR LOCATION OF REQUIRED

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

R U

N W

A Y

/2

S H E E T

C -1

SHEET C-1

26 SHEET C-127

S H

E E

T C -1

S H

E E

T C -1

SHEET C-128

1"=40'

20' 40' 80'

S H

E E

T C -1

SCALE: 1"=4'V 1"=40'H

SCALE: 1"=40'H

0' 2' 4' 8' 12'

1"=4'

KEY PLAN

NEW WATER LINE - ALIGNMENT C

W

W

LEGEND

NOTES

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW VALVE

EXIS…