W912PL-16-R-0021_Drawings.pdf

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SEQUENCE NO.

US Army Corps

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F il e N a m e

P lo t S c a le

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D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

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C -1

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B N

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BID SET - NOT FOR CONSTRUCTION

A P

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ELEV 2623.90

COMPASS ROSE 1

BENCH MARK

ELEV 2623.90

COMPASS ROSE 1

BENCH MARK

LEGEND

PROJECT BENCHMARK

HAUL ROUTE

BENCH MARK INFORMATION

N 11,673,652.76 E 1,680,823.10 ELEV. 2686.17

MON. "LABORIN" IS A BRASS DISK SET IN CONCRETE.

N 11,675,330.74 E 1,679,294.22 ELEV. 2668.25

MON. "JANKOWSKI" IS A BRASS DISK SET IN CONCRETE.

N 11,670,978.76 E 1,682,481.11 ELEV. 2710.81

NORTHEAST OF GRAVEL ROAD EDGE.

PERMETER ROAD (SOUTHEAST OF WHISKEY RAMP). MON IS 83’

OF A GRAVEL ROAD, 0.4 MILES FROM ITS INTERSECTION WITH

MON. "WHISKEY" IS A BRASS DISK SET IN CONCRETE, LOCATED OFF

N 11,671,928.07 E 1,680,086.00 ELEV. 2690.10

ON THE PLAN.

LOCATED IN A RESTRICTED AREA NEAR THE RUNWAY, AS SHOWN

MON. "PAPI" IS A COE US ARMY BRASS DISK SET IN CONCRETE,

N 11,678,436.20 E 1,673,959.29 ELEV. 2615.78

ROAD. MON. IS LOCATED 34.1’ NORTHEAST OF EDGE OF PAVEMENT.

PERIMETER ROAD, 2.6 MILES FROM ITS INTERSECTION WITH SUNGLOW

MON. "DRY" IS A BRASS DISK SET IN CONCRETE LOCATED OFF OF

N 11,684,304.32 E 1,678,454.69 ELEV. 2623.91

THE WESTERNMOST GATE POST (LOCATED SOUTHEAST OF BLDG.72).

PAVEMENT OF THE NORTH RAMP. MON. IS LOCATED 28.9’ SOUTH OF

MON. "COMPASS ROSE 1" IS A BRASS DISK SET IN THE CONCRETE

MONTHAN AFB, AZ."

ARE OBTAINED FROM "PUBLICATION 07-105: GEOBASE SURVEY, DAVIS

IN INTERNATIONAL FEET. BENCH MARK COORDINATES AND ELEVATIONS

(BASED ON NGA GEOID MODEL EGM96). ALL UNITS ARE EXPRESSED

(ZONE 12N). ELEVATIONS ARE EXPRESSED IN ORTHOMETRIC VALUES

UNIVERSAL TRANSVERSE MERCATOR (UTM) NORTHINGS AND EASTINGS

HORIZONTAL COORDINATES ARE BASED ON WGS 84 (G1150)

7.

6.

5.

4.

3.

2.

1.

AIR FORCE BASE

DAVIS-MONTHAN

SWAN GATE

PERIMETER RD

S W

A N R

D

POINT TO BASE

CONTRACTOR ACCESS

SUNGLOW RD

"COMPASS ROSE 1"

BENCH MARK

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H S

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A Y

C R

O F

T R

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PICACHO ST

"DRY"

BENCH MARK

P E R

IM

E T E R R

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A Y

/3

R A

M S G

A T E R

D

"JANKOWSKI"

BENCH MARK

"LABORIN"

BENCH MARK

YU

M

A ST

"WHISKEY"

BENCH MARK

YU

M

A ST

PERIMETER RD

T A X

IW

A Y A

Y U

M A S

T

P H

O E N

IX

S

T

Flagstaff

A R I Z O N A

PHOENIX

Tucson

VICINITY MAP

SCALE: NOT TO SCALE

PROJECT LOCATION MAP

SCALE: 1" = 1000’

C A S A G

R A N

D E S

T

0’

1"=1000’

500’ 1000’ 2000’ 3000’

N

N

"PAPI"

BENCH MARK

DAVIS MONTHAN AFB

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C-101

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N A

N D

POND EXPANSION ONLY

ROUTE FOR ACCESS TO

THIS SEGMENT OF HAUL

PROJECT LOCATION

TAXIWAY A

RAMSGATE RD

USE FUEL CELL

HC-130J JOINT

PARTS STORE

HC-130J

AGE MAINTENANCE

79TH RAMP

SCALE: 1" = 100’

0’

1"=100’

50’ 100’ 200’ 300’

SITE AREA PLAN

CRASH FIRE RESCUE STATION

TAXIWAY B

AIRCRAFT TOWWAY

POND

RETENTION

ROSE

COMPASS

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C-102

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RAMSGATE

RD

LEGEND

NOTES

20’

32’

TEMPORARY CONSTRUCTION FENCE

CONTRACTOR ACCESS/HAUL ROUTE

AREAS, TEMPORARY ACCESS ROADS, ETC.

NOT LIMITED TO, CONSTRUCTION SITES, STAGING

RESTORED. DISTURBED AREAS INCLUDE, BUT ARE

PERFORMANCE OF THIS CONTRACT SHALL BE

5. ALL AREAS DISTURBED BY THE CONTRACTOR IN

AFB UNLESS OTHERWISE STATED OR SPECIFIED.

APPROPRIATE FOR THE CLIMATE OF DAVIS-MONTHAN

A VEGETATIVE COVER OF PERENIAL NATIVE GRASSES

DISTURBED SOILS SHALL BE THE ESTABLISHMENT OF

CONTRACTING OFFICER. FINAL STABILIZATION OF

WITH THE SWPPP AND APPROVED BY THE

PROJECT SHALL BE STABILIZED IN ACCORDANCE

DISTURBED BY CONSTRUCTION ACTIVITIES OF THIS

WATER PERMIT PROGRAM. AREAS OF THE SITE

CONFORMANCE WITH THE ADEQ AZPDES STORM

SPECIFICATIONS. THE SWPPP SHALL BE IN

THIS PROJECT IN ACCORDANCE WITH THE

WATER POLLUTION PREVENTION PLAN (SWPPP) FOR

4. THE CONTRACTOR SHALL PREPARE A STORM

WILL NOT BE PERMITTED.

AS SHOWN. ACCESS ACROSS THE AIRFIELD TOWWAY

3. ACCESS TO THE POND EXPANSION SITE SHALL BE

FROM DAMAGE.

CONSTRUCTION ENTRANCE SHALL BE PROTECTED

AND PAVEMENT OF THE EXISTING ROADWAY AT THE

CONTRACTING OFFICER. EXISTING CURB, GUTTER

BETTER AND TO THE SATISFACTION OF THE

FENCE TO PRE-CONSTRUCTION CONDITION OR

THE CONTRACTOR SHALL REPAIR THE FLIGHTLINE

FLIGHTLINE FENCE. FOLLOWING CONSTRUCTION,

IN PLACE AND APPROVED PRIOR TO OPENING THE

TEMPORARY SITE CONSTRUCTION FENCE SHALL BE

ACCESS TO THE CONSTRUCTION SITE. THE

SECTION OF THE EXISTING FLIGHTLINE FENCE FOR

CONTRACTOR SHALL REMOVE, TEMPORARILY, A

2. TEMPORARY CONSTRUCTION ACCESS - THE

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

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P lo t

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D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

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D a te e ro T o le ra n c e e ro A c c id e n ts

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BOWSER

600 GAL

BOWSER

600 GAL

BOWSER

600 GAL

BOWSER

600 GAL

BOWSER

600 GAL

PHOENIX ST

C A

S

G R

A N

D E

SHEET C-103, C-104,C-105,C-106

S H

E E

T C -1

PROJECT LOCATION

RETENTION POND

PROJECT LOCATION

AGE STORAGE

APRON

STORAGE

NEW AGE

ENTRANCE

CONSTRUCTION

TEMPORARY

RETENTION POND SITE ONLY

ACCESS ROUTE TO

STAGING AREA

CONTRACTOR

LINE FENCE

EXIST. FLIGHT-

LINE FENCE

EXIST. FLIGHT-

RETENTION POND SITE ONLY

ACCESS ROUTE TO

ACCESS POINT

AGE PROJ. SITE

SCALE: 1" = 20’

0’

1"=20’

10’ 20’ 40’ 60’

DEMOLITION PLAN

LEGEND

NOTES

W

G

ELEC

COMM

SS

CWS

CWR

F

PAVEMENT

CONC.

EXIST.

EDGE OF EXIST. PAVEMENT

E D

G E O

F E

X

IS

T P

A V

E M

E N

T

AND RELOCATIONS.

ELECTRICAL AND COMMUNICATION LINE REMOVALS

2. SEE THE ELECTRICAL DRAWINGS FOR REQUIRED

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

EXIST. CHAIN LINK FENCE

EXIST. MANHOLE

EXIST. UTIL. LINE TO BE REMOVED

(UNDERGROUND)

EXIST. COMMUNICATION LINE

(UNDERGROUND)

EXIST. ELECTRIC LINE

EXIST. CHILLED WATER RETURN LINE

EXIST. CHILLED WATER SUPPLY LINE

EXIST. SAN. SEWER LINE

EXIST. GAS LINE

EXIST. FIRE WATER LINE

EXIST. WATER LINE

EXIST. BUILDING OR STRUCTURE

EDGE OF EXIST. PAVEMENT

EXIST. CONC. PAVEMENT

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C-103

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LINE BLOW-OFF VALVE ASSEMBLY

VAULT ENCLOSING FIRE WATER

REMOVE EXIST. CONC. VALVE

BELOW GRADE UNTIL FIELD VERIFIED.

ASSUME LINE IS 4" DIAM. BURIED 5’+

DEPTH PRIOR TO COMMENCING WORK.

FIELD VERIFY SIZE, LOCATION, AND

WATER LINE VALVES (TYP OF 2)

VAULTS ENCLOSING CHILLED

REMOVE EXIST. CONC. VALVE PHOENIX ST

AGE MAINTENANCE

STORE

PARTS

HC-130J

CANOPY

FUELING

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US Army Corps

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A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

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BID SET - NOT FOR CONSTRUCTION

A P

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ABANDONED JP-8 ABANDONED JP-8

W-10"

W-10"

W-10"

W-10"

SS-8" SS-8"

SS-8"

G

AF AF

W -2

F -8

CWS

CWR

CWS

CWR

C W

R C

W S

C O

M M

COMM COMM

E L E

C

ELEC

ELEC

G

F -8

F -8

S S -8

S S -8

F -6

F-6"

F-12"

CWR

COMM

G

G

PHOENIX ST

AGE MAINTENANCE

BOWSER

600 GAL

BOWSER

600 GAL

BOWSER

600 GAL

BOWSER

600 GAL

BOWSER

600 GAL

STORE

PARTS

HC-130J

CANOPY

FUELING

S H

A D

E

S

T R

U C

T U

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PHOENIX ST

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C

B

D

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SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

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A N A

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F Y H

C -1

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B N

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BID SET - NOT FOR CONSTRUCTION

A P

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W

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N

SITE PLAN

SCALE: 1" = 20’

0’

1"=20’

10’ 20’ 40’ 60’

.2

199.60’

CONTAINMENT AREA

BOWSER TRAILER

LEGEND

NOTES

THIS SIDE ONLY

NEW CONC. CURB

EDGE OF EXIST. PAVEMENT

PAVEMENT

CONC.

EXIST.

VAULT - SEE SHEET C-106

NEW CONC. UTILITY

BACK OF CURB

EXIST. CONC. PAVEMENT

66.5’(*) 2 .2

64.5’(*) 64.5’(*) 4.39’(*) (*)

PEDESTALS.

2. SEE STRUCTURAL DRAWINGS FOR SPACING OF

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

H

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4 9

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C-104

S

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N

S T

R U

C T

U

S T

R U

C T

U

S T

R U

C T

U

(TYP OF 3)

STRUCTURE

NEW SHADE

(TYP OF 3)

STRUCTURE

NEW SHADE

DIMENSION TO PEDESTAL CENTERLINE

EXIST. CHAIN LINK FENCE

(DETAIL B, SHEET B-301)

NEW CONCRETE CURB

CONCRETE PIER FOUNDATION

NEW SHADE STRUCTURE

NEW CONCRETE PAVEMENT

NEW STRUCTURE

EXIST. BUILDING OR STRUCTURE

(TYP OF 3)

STRUCTURE

NEW SHADE

0’

1"=20’

10’ 20’ 40’ 60’

CONTAINMENT AREA

BOWSER TRAILER

GRADING PLAN

LEGEND

NOTES

76.9

75.50

G

LP

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

PAVEMENT

CONC.

EXIST.

EDGE OF EXIST. PAVEMENT

.2

8’ 8’

8’

8’

MATCH EXISTING GRADE (TYP)

M A

T C

H E

X

IS

T

IN

G G

R A

D E

T Y

P

EXIST. CONC. PAVEMENT

H

H O

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H O

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G E

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IN

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IN

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5 9

C

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Z d m c -1

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C-105

G R

A D

IN

G P

L A

N

CONCRETE PIER FOUNDATION

NEW SHADE STRUCTURE

SPOT ELEVATION AT LOW POINT

SPOT ELEVATION AT GUTTER FLOW LINE

SPOT ELEVATION

NEW 0.1-FT CONTOUR

NEW 1-FT CONTOUR

EXIST. MINOR CONTOUR

EXIST. MAJOR CONTOUR

PROTECTION - WILDCAT RED

NEW 2" FRACTURED ROCK SLOPE

(FRACTURED) SLOPE PROTECTION

NEW 2"-4" CATALINA ROCK

NEW CONCRETE PAVEMENT

EXIST. BUILDING OR STRUCTURE

PIERS = 2677.50

TOP ELEV. ALL

STRUCTURE #2

PIERS = 2678.10

TOP ELEV. ALL

STRUCTURE #1

PIERS = 2676.95

TOP ELEV. ALL

STRUCTURE #3

PHOENIX ST

AGE MAINTENANCE

STORE

PARTS

HC-130J

CANOPY

FUELING

75.3

75.4

75.5

75.6

75.7

75.8

75.9

76.1

76.2

76.3

76.4

76.5

76.6

76.7

76.8

76.9

77.1

77.2

77.3

77.4

77.5

77.6

77.7

77.8

78.1

78.2

75.20LP

77.9

G

S H

A D

E

S

T R

U C

T U

R E

PHOENIX ST

75.50G

74.80

A

C

B

D

B

A

D

C

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SEQUENCE NO.

US Army Corps

S O

L C

O N

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A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

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C -1

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BID SET - NOT FOR CONSTRUCTION

A P

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0’

1"=20’

10’ 20’ 40’ 60’

UTILITY PLAN

LEGEND

NOTES

W

G

ELEC

COMM

SS

CWS

CWR

F

G

PAVEMENT

CONC.

EXIST.

EDGE OF EXIST. PAVEMENT

EXIST. CONC. PAVEMENT

INTEGRAL 2" SHUT-OFF VALVE

TYPE’ FLUSHING HYDRANT WITH

OR APPROVED EQUAL ’HIDDEN

INSTALL MUELLER MODEL A-310

N 11,675,662.43

E 1,680,337.03

12’

F

PROVIDE THRUST RESTRAINT

CAP WATER LINE

P.O.C.

P.O.C.

P.O.C.

GAS LINE

DEMOLITION OF EXIST.

SEE SHEET C-103 FOR

GRADE.

INSTALLED VALVE BOX SHALL BE 2" ABOVE FINISHED

BOTTOM SLAB OR APPROVED EQUAL. TOP OF

B40-61D COVER, N40X10 EXTENSIONS, AND B40SL

VALVES, OLDCASTLE MODEL N40 UTILITY BOX WITH

WITH STEEL CHECKER PLATE COVER OVER NEW

CURB. INSTALL REINFORCED CONCRETE VALVE BOX

ARE LOCATED OFF THE PAVEMENT BEHIND NEW

FITTINGS, AND INSULATION SO THAT NEW VALVES

DIAMETER. MODIFY EXIST. CHILLED WATER LINES,

RATING (2 TOTAL). EXISTING VALVES ARE 2"

NEW BALL VALVES OF SAME DIAMETER AND SERVICE

CHILLED WATER RETURN LINE PLUG VALVES WITH

3. REPLACE EXIST. CHILLED WATER SUPPLY AND

AND RELOCATIONS.

ELECTRICAL AND COMMUNICATION LINE REMOVALS

2. SEE THE ELECTRICAL DRAWINGS FOR REQUIRED

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

SEE NOTE 3

H

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C-106

U T

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N

CONCRETE PIER FOUNDATION

NEW SHADE STRUCTURE

UTILITY POINT OF CONNECTION

EXIST. MANHOLE

(UNDERGROUND)

EXIST. COMMUNICATION LINE

(UNDERGROUND)

EXIST. ELECTRIC LINE

EXIST. CHILLED WATER RETURN LINE

EXIST. CHILLED WATER SUPPLY LINE

EXIST. SAN. SEWER LINE

NEW GAS LINE

EXIST. GAS LINE

NEW FIRE WATER LINE

EXIST. FIRE WATER LINE

EXIST. WATER LINE

EXIST. BUILDING OR STRUCTURE

P.O.C.

PHOENIX ST

AGE MAINTENANCE

STORE

PARTS

HC-130J

CANOPY

FUELING

S H

A D

E

S

T R

U C

T U

R E

PHOENIX ST

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

F-12"

F -2

G-4"

ABANDONED JP-8 ABANDONED JP-8

W-10"

W-10"

W-10"

W-10"

SS-8" SS-8"

SS-8"

G

AF AF

W -2

F -8

CWS

CWR

CWS

CWR

C W

R C

W S

C O

M M

COMM COMM

E L E

C

ELEC

ELEC

G

F -8

F -8

S S -8

S S -8

F -6

F-6"

F-12"

CWR

COMM

G

G

0’

1"=20’

10’ 20’ 40’ 60’

RETENTION POND EXPANSION

LEGEND

NOTES

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

NEW 1-FT CONTOUR

EXIST. MINOR CONTOUR

EXIST. MAJOR CONTOUR

EXIST ASHPALT SHOULDER

E X

IS

T C

O N

C R

E T

E T

O W

W A

Y

1V:3H SIDESLOPE

1V:3H SIDESLOPE

R

R N 11,675,211.80

E 1,679,486.41

N 11,675,412.40

E 1,679,704.07

1V:3H SIDESLOPE

EXIST. RETENTION POND

EXIST. OUTLET RISER

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 9

C

V E

L A

S Q

U E

Z d m c -1

.d g n

C-107

R E

T E

N T

IO

N P

O N

D E

X P

A N

S

IO

N

C-109

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

A I

R C

R A

F

W W

A Y

SD-24"

SD-18"

SD-24"

5.

6.

7.

8.

8.

8.

S H

A D

E

S

T R

U C

T U

R E

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

N

LEGEND

NOTES

SCALE: 1" = 20’

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

PAVEMENT JOINT ELEVATION PLAN

0’

1"=10’

5’ 10’ 20’ 30’

CONTAINMENT AREA

BOWSER TRAILER

MATCH EXIST. GRADE MATCH EXIST. GRADE

MATCH EXIST. GRADE

MATCH EXIST. GRADE

75.3 75.4

75.5 75.6

75.7

75.8

75.9

76.1 76.2

76.3 76.4

76.5

76.6

76.7 76.8

76.9

77.1

77.2 77.3

77.4

77.5

77.6

77.7

77.8

77.9

78.1

78.2

77.6

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 9

C

V E

L A

S Q

U E

Z d m c -1

.d g n

C-108

P A

V E

M E

N T J

O

IN

T E

L E

V A

T

IO

N P

L A

N

CONCRETE PIER FOUNDATION

NEW SHADE STRUCTURE

PAVEMENT JOINT

NEW SPOT ELEVATION AT

NEW 0.1-FT CONTOUR

NEW 1-FT CONTOUR

NEW CONC. PAVEMENT

TOP ELEVATIONS (TYP)

FOR CONCRETE PIER

SEE SHEET C-105

SCALE: 1" = 4’

0’

1"=4’

2’ 4’ 8’ 12’

BOWSER TRAILER CONTAINMENT AREA

C-109

C-109

20’

C-109

CONTAINMENT BERM

C-109

CONTAINMENT BERM

6"

6"

1V:6H SLOPE (TYP)

1V:6H SLOPE (TYP)

M

IN

M A

X V

A R

IE

S

APPLICABLE STA. 0+00 TO 0+61.55 AND STA. 1+15.78 TO 1+40

APPLICABLE STA. 0+61.55 TO 1+15.78

BASELINE

BASELINE

P A

V E

M E

N T S

L O P E

P A

V E

M E

N T S

L O P E

P A

V E

M E

N T S

L O P E

LINE (660 GAL)

LIQUID CONTAINMENT

EDGE OF BERM (TYP)

BASELINE: TOP OUTER

BERM (TYP)

OUTER EDGE OF

BASELINE: TOP

EL. 2676.60

BERM TOP

EL. 2676.60

BERM TOP

EL. 2676.85

BERM TOP

EL. 2677.03

BERM TOP

STA. 0+61.55

EL. 2676.60

BERM TOP

C-109

C-109

C-109

C-109

1 VARIES

C-109

A

C-109 SCALE: 1"=1’

SCALE: 1"=1’

SCALE: 1"=1’

SCALE: 1"=1’

0’

1"=1’

0.5’ 1’ 2’ 3’

DRAIN LINE

" COPPER2

A C-109

CONTAINMENT DRAIN

ENLARGED PLAN -

DRAIN

CONTAINMENT

6"

BASELINE

C-109

BEYOND (TYP)

BERM SLOPE

63.49"

30.44"

CONTAINMENT BERM AT DRAIN

S T

A . 0

.1

WITH DRAIN. APOLLO VALVE MODEL 77C OR APPROVED EQUAL

DEGREE REVERSED STEM SO VALVE IS CLOSED WHEN HANDLE IS PARALLEL

NOTE: BALL VALVE SHALL BE BRONZE, FULL PORT WITH LATCH LOCK AND 90

" BRONZE BALL VALVE2

10" 2"REMOVABLE SCREEN CAP

AND DRAIN END ACCESS

RECESS FOR FLOW

AND VALVE ACCESS

RECESS FOR FLOW

(T

Y P

AND DRAIN END ACCESS

RECESS FOR FLOW AND VALVE ACCESS

RECESS FOR FLOW

VALVE HANDLE - CLOSED

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 9

C

V E

L A

S Q

U E

Z d m c -1

.d g n

C-109

A N

D M

IS

C

D E

T A

IL

S

B O

W S

E R T

R A

IL

E R C

O N

T A

IN

M E

N T A

R E

A

C-107 SCALE: 1"=1’

EXISTING GRADE

FINISHED GRADE

DETENTION POND EXPANSION DETAIL

STA 1+15.78

EL. 2676.60

BERM TOP

24"

24"

BERM TOE LINE

EDGE LINE

BERM TOP

BERM TOE LINE

EDGE LINE

BERM TOP

LINE (TYP)

SLOPE

LINE (TYP)

SLOPE

8"

8"

BALL VALVE

" BRONZE2

DRAIN LINE

CENTERLINE

CONCRETE PIER (TYP)

STRUCTURE ROOF LINE

STRUCTURE ROOF LINE

CAP AND VALVE ACCESS

FOR DRAIN PIPE SCREEN

ADDITIONAL CLEARANCE

DRAIN LINE

" COPPER2

11 1

CAP AND VALVE ACCESS

FOR DRAIN PIPE SCREEN

ADDITIONAL CLEARANCE

CAP AND VALVE ACCESS

FOR DRAIN PIPE SCREEN

ADDITIONAL CLEARANCE

0+20

0+30

0+40

0+50

0+60

0+90

1+00

1+10

1+20

1+30

1+40

0 0 0 0 0 0 0 0

11111111

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

CANOPY

FUELING

N

AGE MAINTENANCE

LEGEND

NEW PCC PAVEMENT

LIMITS OF PROPOSED

PAVEMENT

PAVEMENT SITE PLAN

SCALE: 1" = 20’-0"

CANOPY

SHADE

EXISTING STRUCTURES

GEOTECHNICAL ABBREVIATIONS

TYP

SPT

R

PI

PCC

OD

OCEW

OC

NIC

LL

ID

HSA

HMAC

EQ

DIA

D

TYPICAL

STANDARD PENETRATION TEST

RECOVERY

PLASTICITY INDEX

PORTLAND CEMENT CONCRETE

OUTSIDE DIAMETER

ON CENTER EACH WAY

ON CENTER

NOT IN CONTRACT

LIQUID LIMITS

INSIDE DIAMETER

HOLLOW STEM AUGER

HOT MIX ASPHALT CONCRETE

EQUAL

DIAMETER

DRIVE

B-301

B-301

B-301

C

B

A

B-301

A

M A

T C

H E

X

IS

T

IN

G J

O

IN

T S

P A

C

IN

G

EXISTING PAVEMENT JOINTS

B-301

F

B-301

D

B-301

E

SCALE: 1" = 5’-0"

0’ 15’2.5’ 5’ 10’

1" = 5’-0"

WELDED WIRE FABRIC

N

NOTE: SEE SHEET B-501 FOR ADDITIONAL DETAIL.

REINFORCEMENT PLAN

WELDED WIRE FABRIC

SEE ENLARGED

WELDED WIRE

FABRIC

REINFORCEMENT

PLAN ON THIS SHEET

FOR INFORMATION.

1" = 20’-0" 0’ 40’ 60’10’ 20’

B E

A S

T E

R

S

R A

M O

S

M

B O

N N

E R

G E

O T

E C

H N

IC

A L E

N G

IN

E E

R

IN

G S

E C

T

IO

N d m b -1

.d g n

:1

P A

V E

M E

N T S

IT

E P

L A

N

B-101

.5

.5

.5

1.5" 1.5" 1.5"

GENERAL NOTESGENERAL NOTESGENERAL NOTES

JOINTS AS SHOWN ON THIS SHEET.

DISCONTINUE WELDED WIRE FABRIC 1.5" FROM

ON SHEET B-501.

AT PENETRATIONS IN PCC PAVEMENT" DETAIL

PENETRATIONS. SEE "TYPICAL REINFORCEMENT

LOCATIONS OF NOTED AND OTHER ADDITIONAL

REINFORCED. SEE CIVIL SHEETS FOR EXACT

PENETRATIONS OF PCC PAVEMENT SHALL BE

FOR SECTIONS AND DETAILS, RESPECTIVELY.

SEE SHEETS B-301 AND B-501

SEE SHEET B-103 FOR JOINT LAYOUT PLAN.

4.

3.

2.

1.

EXISTING PCC PAVEMENT

NEW CURB

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

CANOPY

FUELING

N

AGE MAINTENANCE

LEGEND

DRILLING HOLE LOCATION/ NUMBER

LIMITS OF PROPOSED

PAVEMENT

AD-**-***

SCALE: 1" = 20’-0"

CANOPY

SHADE

STORE

PARTS

HC-130J

EXISTING STRUCTURES

SUBSURFACE INVESTIGATION PLAN

AD-15-02

AD-15-01

1" = 20’-0" 0’ 40’ 60’10’ 20’

B E

A S

T E

R

S

R A

M O

S

M

B O

N N

E R

G E

O T

E C

H N

IC

A L E

N G

IN

E E

R

IN

G S

E C

T

IO

N d m b -1

.d g n

:1

S U

B S

U R

F A

C E I

N V

E S

T

IG

A T

IO

N P

L A

N

B-102

GENERAL NOTES

1. SEE SHEET B-701 FOR DRILLING LOGS.

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

GENERAL NOTES

LEGEND

T

X

R

M

DOWELED CONSTRUCTION

JOINT (B-501)

SAW-CUT CONTRACTION

JOINT (B-501)

THICKENED EDGE

EXPANSION JOINT (NOTES B-501)

REINFORCED SLAB (B-501)

MISMATCHED JOINT REINFORCEMENT (B-501)

JOINT LAYOUT PLAN

SCALE: 1" = 20’-0"

T T

T T

T T

T T

T T

T T

T T

T T T T T T T T T T T T T T T T

15 EACH @ 12’-6"

DIMENSION

FOR REMAINING

SEE CIVIL SHEETS

M A

T C

H E

X

IS

T

IN

G J

O

IN

T S

P A

C

IN

G

ON SHEET B-501.

AT PENETRATIONS IN PCC PAVEMENT" DETAIL

PENETRATIONS. SEE "TYPICAL REINFORCEMENT

LOCATIONS OF NOTED AND OTHER ADDITIONAL

REINFORCED. SEE CIVIL SHEETS FOR EXACT

PENETRATIONS OF PCC PAVEMENT SHALL BE

SEALED.

ALL JOINTS IN NEW PCC PAVEMENT SHALL BE

USACE, FOR APPROVAL.

ENGINEERING SECTION, ALBUQUERQUE DISTRICT,

PLAN SHALL BE SUBMITTED TO THE GEOTECHNICAL

ANY PROPOSED CHANGES TO THE JOINT LAYOUT

3.

2.

1.

JOINT (B-501)

DOWELED SAW-CUT CONTRACTION

M M M M M M M M M M M M M

R

R

R

R

R

R

RRR

R

R

R

R

R

R

R

R

R

R

R

NEW CURB

R

1" = 20’-0"

0’ 40’ 60’10’ 20’

B E

A S

T E

R

S

R A

M O

S

M

B O

N N

E R

G E

O T

E C

H N

IC

A L E

N G

IN

E E

R

IN

G S

E C

T

IO

N d m b -1

.d g n

:1

J O

IN

T L

A Y

O U

T P

L A

N

B-103

TXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTX

T X

T X

T X

T X

T X

T X

T X

T X

T X

T X

T X

T X

T X

T X

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

EDGE

THICKENED

B-301

SCALE: NOT TO SCALE

JOINT SEALANT

AND EXISTING PCC PAVEMENT

JUNCTURE OF NEW PCC PAVEMENT

A

PAVEMENT

EXISTING RIGID

MATERIAL

EXISTING UNDERLYING 6

EDGE

THICKENED

B-301 SCALE: NOT TO SCALE

GRADE

FINISHED

AND NEW PCC PAVEMENT

JUNCTURE OF FINISHED GRADE

C

KEYED NOTES

1.

2.

3.

B

B-301 SCALE: NOT TO SCALE

CURB

FINISHED GRADE

6"

B-301 SCALE: NOT TO SCALE

D

B-301 SCALE: NOT TO SCALE

F

E

B-301 SCALE: NOT TO SCALE

TYPICAL PCC CONTAINMENT BERM BERM AND JOINT

JUNCTURE OF PCC CONTAINMENT

BERM AND COLUMN BASE

JUNCTURE OF PCC CONTAINMENT

1V:6H SLOPE (TYP)

TOP OF BERM EL.

SEE CIVIL SHEETS FOR

TOP OF BERM EL.

SEE CIVIL SHEETS FOR

SLOPE VARIES

1V:6H SLOPE (TYP)

1V:6H SLOPE (TYP)

TOP OF BERM EL.

SEE CIVIL SHEETS FOR

SLOPE VARIES

EDGE

THICKENED

JOINT FILLER

PREFORMED EXPANSION

GENERAL NOTESGENERAL NOTES

SEE SHEET B-501 FOR JOINT DETAILS.

SEE SHEET B-103 FOR JOINT LOCATIONS.

A MINIMUM OF 5’.

THICKENED EDGES SHALL BE DEVELOPED OVER

WITH THE ABUTTING STRUCTURE.

PAVEMENT IS NOT IN CONTACT, AT ANY POINT,

THE FULL DEPTH OF THE JOINT TO ENSURE THE

EXPANSION JOINT FILLER SHALL BE PROVIDED FOR

NOTED IN DRAWINGS AND IN SPECIFICATIONS.

REINFORCEMENT OF NEW PCC PAVEMENT WHERE

PAVEMENTS WITH CIVIL DRAWINGS.

VERIFY SLOPE AND SLOPE DIRECTION OF ALL

6.

5.

4.

3.

2.

1.

4.

5.

DETAIL ON SHEET B-501

PENETRATIONS IN PCC PAVEMENT

SEE TYPICAL REINFORCEMENT AT

5’-0"

EDGE

THICKENED

1V:6H SLOPE (TYP)

WITHOUT A FORM

LINE AND PLACE CONCRETE

MATERIALS TO A NEAT

EXCAVATE EXISTING

B E

A S

T E

R

S

R A

M O

S

M

B O

N N

E R

G E

O T

E C

H N

IC

A L E

N G

IN

E E

R

IN

G S

E C

T

IO

N d m b -3

.d g n

:1

P A

V E

M E

N T S

E C

T

IO

N S

B-301

JOINT SEALANT

6.

WITH NEW PCC PAVEMENT

CURB ADJACENT

3" INTO CURB.

TIE BAR #5 x 9" LONG @ 30" OC @ CENTER EMBEDDED

SEE SHEET B-103 FOR JOINT TYPE

SEE JOINT SEALANT DETAILS AND NOTES ON SHEET B-501.

WITH THE SPECIFICATIONS.

MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE

SUBGRADE COMPACTED TO AT LEAST 95 PERCENT

DETERMINED IN ACCORDANCE WITH THE SPECIFICATIONS.

AT LEAST 95 PERCENT MAXIMUM DENSITY AS

BASE COURSE FOR RIGID PAVEMENT COMPACTED TO

PORTLAND CEMENT CONCRETE (PCC) PAVEMENT.

T

ADDITIONAL INFORMATION

CIVIL SHEETS FOR

COLUMN BASE SEE

JOINT FILLER

PREFORMED EXPANSION

EDGE

THICKENED

5’-0"

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

GENERAL NOTESGENERAL NOTES

WITH THE ABUTTING STRUCTURE.

PAVEMENT IS NOT IN CONTACT, AT ANY POINT,

THE FULL DEPTH OF THE JOINT TO ENSURE THE

EXPANSION JOINT FILLER SHALL BE PROVIDED FOR

NOTED IN DRAWINGS AND IN SPECIFICATIONS.

REINFORCEMENT OF NEW PCC PAVEMENT WHERE

PAVEMENTS WITH CIVIL DRAWINGS.

VERIFY SLOPE AND SLOPE DIRECTION OF ALL

3.

2.

1.

T

SCALE: NOT TO SCALE

PLAN

EXPANSION JOINT

REINFORCEMENT

& SIZE AS REGULAR SLAB

SAME NUMBER OF LAYERS

OPENING REINFORCEMENT

SLAB REINF.

REGULAR

ABOVE

SECTION

SEE

PENETRATION

SLAB

JOINT FILLER

EXPANSION

PREFORMED

NOT SHOWN

REINFORCEMENT

SECTION

1 1

SEALANT

JOINT

FULL DEPTH

PERIMETER/CIRCUMFERENCE,

MOLDED SEALANT AROUND

JOINT FILLER AND FIELD

PREFORMED EXPANSION

PENETRATIONS IN PCC PAVEMENT

TYPICAL REINFORCEMENT AT

T Y

P

C L

R

T Y P

.2

T

THICKENED EDGE

5’-0"

CL

PAINTED AND OILED)

DOWEL (ONE END

LONGITUDINAL AND TRANSVERSE

BUTT JOINT

JOINT SEALANT

SCALE: NOT TO SCALE

DOWELED CONSTRUCTION JOINTS

/2

/2

TRANSVERSE

JOINT SEALANT

SAW CUT CONTRACTION JOINTS

SCALE: NOT TO SCALE

T

JOINT REINFORCEMENT DETAIL

MISMATCHED

JOINT LAYOUT PLAN AND IN ACCORDANCE WITH THE SPECIFICATIONS.

REINFORCEMENT SHALL BE PROVIDED IN SLABS MARKED "M" ON

AT ALL JOINTS

REINFORCEMENT

DISCONTINUE

SLAB

ADJACENT

JOINT FROM

MISMATCHED

M

SCALE: NOT TO SCALE

3"

4’-6"

SAW CUT CONTRACTION JOINTS

DOWELED

PAINTED AND OILED)

DOWEL (ONE END

JOINT SEALANT2

CL

/2

/2

KEYED NOTES

1.

2.

3.

4.

EXPANSION JOINTSCONSTRUCTION JOINTS

"8 1" – 8

"8 1" – 4

"8 1" – 4

SCALE: NOT TO SCALE

FIELD MOLDED JOINT SEALANT DETAILS

JOINT FILLER

NON-EXTRUDING

BACKER MATERIALMATERIAL

BACKER

SEALANT

JOINT

JOINT NOTES

WIDTH, SEE EXPANSION

FOR EXPANSION JOINT

"8

WIDTH

SAWED CONTRACTION JOINT

WIDTH

JOINT SEALANT

JOINT SEALANT

BACKER MATERIAL

JOINT

BUTTED

SLAB REINFORCEMENT DETAIL

EXPANSION JOINT NOTES

1.

2.

3.

4.

5.

6. ".8

1DIAMETER OF BACKER MATERIAL IS W +

SECTIONS, DETAILS, AND SPECIFICATIONS.

SEAL EXPANSION JOINTS IN ACCORDANCE WITH

ANY POINT, WITH THE ABUTTING STRUCTURE.

PAVEMENT CONCRETE IS NOT IN CONTACT, AT

CARE SHALL BE TAKEN TO ENSURE THAT THE

FOR THE FULL DEPTH OF THE JOINT.

EXPANSION JOINT FILLER SHALL BE PROVIDED

STRUCTURES.

-1" AROUND STORM DRAIN TRENCH

BLOCKOUTS, MANHOLES, CLEAN-OUTS, ETC.

" AT BUILDING FOUNDATIONS, UTILITY 4

3-

PAVEMENTS.

TO-NEW AND NEW-TO-EXISTING RIGID

" AT EXPANSION JOINTS BETWEEN NEW-4

3-

EXPANSION JOINT WIDTHS:

MANHOLES, DRAINAGE INLETS, ETC.

PAVEMENT SUCH AS BUILDING FOUNDATIONS,

PROJECT THROUGH, INTO, OR AGAINST THE

FROM THE PAVEMENT, ANY STRUCTURES THAT

INSTALLED TO SURROUND, OR TO SEPARATE

THICKENED EDGE EXPANSION JOINTS SHALL BE

SCALE: NOT TO SCALE

AT ALL JOINTS

REINFORCEMENT

DISCONTINUE

ACCORDANCE WITH THE SPECIFICATIONS.

MARKED "R" ON JOINT LAYOUT PLAN AND IN

REINFORCEMENT SHALL BE PROVIDED IN SLABS

3"

1 T

SCALE: NOT TO SCALE

FABRIC REINFORCEMENT DETAIL

WELDED WIRE

5.

6.

JOINT SEALANT NOTES

FIELD MOLDED

1.

2.

3.

4.

5.

FIELD MOLDED JOINT SEALANT SHALL BE USED

TO SEAL JOINTS BETWEEN NEW AND EXISTING

PCC PAVEMENTS AND WITHIN GENERAL PCC

PAVEMENTS ONLY.

SEALANT RESERVOIR WIDTH SHALL NOT BE LESS

THAN 12" OR GREATER THAN 58".

TOP OF SEAL SHALL BE 18" BELOW PAVEMENT

SURFACE.

DEPTH OF INITIAL SAWCUT SHALL BE 14 SLAB

THICKNESS – 12".

DIAMETER OF BACKER MATERIAL IS W + 18".

B E

A S

T E

R

S

R A

M O

S

M

B O

N N

E R

G E

O T

E C

H N

IC

A L E

N G

IN

E E

R

IN

G S

E C

T

IO

N d m b -5

.d g n

:1

P A

V E

M E

N T D

E T

A

IL

S

B-501

EXISTING

MATCH

M A

T C

H E

X

IS

T

IN

G

T

CURB DETAIL

RADIUS

MATCH EXISTING

7.

DISCONTINUE AT ALL JOINTS

WELDED WIRE FABRIC. SIZE 6 X 6 - W 2.0X W20.

NOT USED

" DIA @ 12" OC4

3DOWEL 16" x

#3 @ 18" OCEW

NOT USED.

SEE JOINT SEALANT DETAILS AND NOTES ON THIS SHEET.

PORTLAND CEMENT CONCRETE (PCC) PAVEMENT.

T

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

B E

A S

T E

R

S

R A

M O

S

M

B O

N N

E R

G E

O T

E C

H N

IC

A L E

N G

IN

E E

R

IN

G S

E C

T

IO

N d m b -7

.d g n

:1

D R

IL

L

IN

G L

O G

S

B-701

THAN No. 200 SIEVE

MORE THAN 12% FINER

SAND WITH FINES:

PI <4

PI >7

SILTY GRAVEL, SILTY GRAVEL WITH SAND

POORLY GRADED GRAVEL, POORLY GRADED GRAVEL WITH SAND

WELL GRADED GRAVEL, WELL GRADED GRAVEL WITH SAND

PI <5

SYMBOL

GROUP

CLASSIFICATIONMAJOR DIVISIONS

PI >7

THE No. 4 SIEVE

THAN SMALLERIS

OF COARSE PART

MORE THAN 50%

SANDS:

THE No. 4 SIEVE

THAN LARGERIS

OF COARSE PART

MORE THAN 50%

GRAVELS:

GRAVELLY ELASTIC SILT WITH SAND

ELASTIC SILT, ELASTIC SILT WITH SAND, ELASTIC SILT WITH GRAVEL, SANDY ELASTIC SILT, SANDY ELASTIC SILT WITH GRAVEL, SANDY ORGANIC SILT WITH GRAVEL, GRAVELLY ORGANIC SILT, GRAVELLY ORGANIC SILT WITH SAND

ORGANIC CLAY, GRAVELLY ORGANIC CLAY WITH SAND, ORGANIC SILT, ORGANIC SILT WITH SAND, ORGANIC SILT WITH GRAVEL, SANDY ORGANIC SILT, ORGANIC CLAY, ORGANIC CLAY WITH SAND, ORGANIC CLAY WITH GRAVEL, SANDY ORGANIC CLAY, SANDY ORGANIC CLAY WITH GRAVEL, GRAVELLY

GRAVELLY LEAN CLAY WITH SAND

LEAN CLAY, LEAN CLAY WITH SAND, LEAN CLAY WITH GRAVEL, SANDY LEAN CLAY, SANDY LEAN CLAY WITH GRAVEL, GRAVELLY LEAN CLAY, PEAT

SANDY ORGANIC SILT WITH GRAVEL, GRAVELLY ORGANIC SILT, GRAVELLY ORGANIC SILT WITH SAND

ORGANIC CLAY, GRAVELLY ORGANIC CLAY WITH SAND, ORGANIC SILT, ORGANIC SILT WITH SAND, ORGANIC SILT WITH GRAVEL, SANDY ORGANIC SILT, ORGANIC CLAY, ORGANIC CLAY WITH SAND, ORGANIC CLAY WITH GRAVEL, SANDY ORGANIC CLAY, SANDY ORGANIC CLAY WITH GRAVEL, GRAVELLY

GRAVELLY FAT CLAY WITH SAND

FAT CLAY, FAT CLAY WITH SAND, FAT CLAY WITH GRAVEL, SANDY FAT CLAY, SANDY FAT CLAY WITH GRAVEL, GRAVELLY FAT CLAY, SILT, SILT WITH SAND, SILT WITH GRAVEL, SANDY SILT, SANDY SILT WITH GRAVEL, GRAVELLY SILT, GRAVELLY SILT WITH SAND

WELL GRADED SAND, WELL GRADED SAND WITH GRAVEL

CLAYEY GRAVEL, CLAYEY GRAVEL WITH SAND

N o S

IE

V E

T H

A N T

H

A L L E

R T

H E M

A T

E R

IA

L I

R E T

H A

N

IN

E G

R A

IN

E D S

O

IL

CLAYEY SAND, CLAYEY SAND WITH GRAVEL

SILTY SAND, SILTY SAND WITH GRAVEL

T H

E N o S

IE

V E T

H

L

R G

E R

M A

T E

R

IA

L I

R E T

H A

N

O

F T

H

A R

S E G

R A

IN

E D S

O

IL

ML

CL

SM

MH

OL

SC

SP

GP

GW

THE UNIFIED SOIL CLASSIFICATION SYSTEM

SW

GC

GM

PI - ABOVE A - LINE

PI - BELOW A - LINE

PI - ABOVE A - LINE

HIGHLY ORGANIC SOILS

THAN 50

GREATERLIQUID LIMIT

SILTS & CLAYS:

THAN 50

LESSLIQUID LIMIT

SILTS & CLAYS:

PI - BELOW A - LINE

Pt

OH

CH

No. 200 SIEVE

FINER THAN

MORE THAN 12%

GRAVEL WITH FINES:

THAN No. 200 SIEVE

LESS THAN 5% FINER

CLEAN SANDS:

THAN No. 200 SIEVE

LESS THAN 5% FINER

CLEAN GRAVELS:

POORLY GRADED SAND, POORLY GRADED SAND WITH GRAVEL

GENERAL NOTES

SEE SHEET B-102 FOR DRILLING HOLE LOCATIONS.1.

A

C

B

D

B

A

D

C

3 41 2 5

3 41 2

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

SHEET NO.

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

OF

D E

S

IG

N B

Y

SEQUENCE NO.

US Army Corps

S O

L C

O N

T R

A

F il e N a m e

P lo t S c a le

P lo t

D a te

D e s c ri p ti o n

Albuquerque District of Engineers

M a rk

A p p r.

D a te e ro T o le ra n c e e ro A c c id e n ts

A R

IZ

O N

A D

A V

IS

-M

O N

T H

A N A

F B

F Y H

C -1

J A

G E C

O V

E R

E D S

T O

R A

G E F

B N

V

BID SET - NOT FOR CONSTRUCTION

A P

R

IL

W

P L

R

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

VERTICAL INCLINED DEG. FROM VERT.

2. LOCATION

1. PROJECT

DIVISION

STARTED

UNDISTURBEDDISTURBED

DRILLING LOG

COMPLETED16. DATE HOLE

SHEETSOF

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

4. HOLE NUMBER

HOLE NUMBER

BURDEN SAMPLES TAKEN

13. TOTAL NUMBER OF OVER-

14. TOTAL NUMBER CORE BOXES

FILE NAME

3. DRILLING COMPANY

(COORDINATES)

(TBM OR MSL)

11. DATUM FOR ELEVATION SHOWN

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

SOUTH PACIFIC ALBUQUERQUE DISTRICT

10. SIZE AND TYPE OF BIT

12. MANUFACTURER’S DESIGNATION OF DRILL

" 0

CLASSIFICATION OF MATERIALSLEGEND

CONTENT

MOIST.

1.0

NO.

SAMPLE

BOX OR

SPT TEST

COUNTS

BLOW REMARKS

(TRANSLUCENT)

1836ENG FORM

HOLE NO.PREVIOUS EDITIONS ARE OBSOLETE. PROJECT

CLASSIFICATION (ASTM D-2487)

BASED ON LABORATORY

LETTER CLASSIFICATION

3.0

2.0

PI

LL/

H

(ft)

DEPTH

A

(DESCRIPTION) OF WEATHERING, ETC., IF SIGNIFICANT)

(DRILLING TIME, WATER LOSS, DEPTH

B C D E F G

SPA REV SEP 2012

AT DEPTHS INDICATED

OBTAINED FROM CUTTINGS

NOTE: SOIL DESCRIPTIONS

AUGER

AUGER

AUGER

AUGER

7.0

8.0

6.0

4.0

5.0

9.0

10.0 dm46b-ad-15-01.dgn

DMAFB FY-16 HC-130J AGE COVERED STORAGE

DMAFB ARIZONA

AD-15-01

X

AD-15-01

AD-15-01

10/14/15 9:00 AM 9:30 AM

CME-75

MATTHEW BONNER10’

18" SPLIT SPOON

CLAYEY SAND (SC)

CLAYEY SAND

LIGHT BROWN

RECOVERY= 6.5"

DRIVE=1.5’

SPT

CLAYEY SAND (SC)

RECOVERY= 5"

DRIVE=1.5’

SPT

CLAYEY SAND (SC)

CLAYEY SAND

LIGHT BROWN

CLAYEY SAND (SC)

CLAYEY SAND

LIGHT BROWN

CLAYEY SAND (SC)

RECOVERY= 14"

DRIVE=1.5’

SPT

RECOVERY= 8.5"

DRIVE=1.5’

SPT

RECOVERY= 14.5"

DRIVE=1.5’

SPT

END HOLE

CLAYEY SAND

LIGHT BROWN

0-2.5

2.5-5

5-7.5

7.5-10

25/

39/

40/

31/

39/

GSI

LARGE COBBLE LODGED IN SHOE.

CLAYEY SAND

LIGHT BROWN

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

VERTICAL INCLINED DEG. FROM VERT.

2. LOCATION

1. PROJECT

DIVISION

STARTED

UNDISTURBEDDISTURBED

DRILLING LOG

COMPLETED16. DATE HOLE

SHEETSOF

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

4. HOLE NUMBER

HOLE NUMBER

BURDEN SAMPLES TAKEN

13. TOTAL NUMBER OF OVER-

14. TOTAL NUMBER CORE BOXES

FILE NAME

3. DRILLING COMPANY

(COORDINATES)

(TBM OR MSL)

11. DATUM FOR ELEVATION SHOWN

9. TOTAL DEPTH OF HOLE

15. ELEVATION GROUND WATER

SOUTH PACIFIC ALBUQUERQUE DISTRICT

10. SIZE AND TYPE OF BIT

12. MANUFACTURER’S DESIGNATION OF DRILL

" 0

CLASSIFICATION OF MATERIALSLEGEND

CONTENT

MOIST.

1.0

NO.

SAMPLE

BOX OR

SPT TEST

COUNTS

BLOW REMARKS

(TRANSLUCENT)

1836ENG FORM

HOLE NO.PREVIOUS EDITIONS ARE OBSOLETE. PROJECT

CLASSIFICATION (ASTM D-2487)

BASED ON LABORATORY

LETTER CLASSIFICATION

3.0

2.0

PI

LL/

H

(ft)

DEPTH

A

(DESCRIPTION) OF WEATHERING, ETC., IF SIGNIFICANT)

(DRILLING TIME, WATER LOSS, DEPTH

B C D E F G

SPA REV SEP 2012

AT DEPTHS INDICATED

OBTAINED FROM CUTTINGS

NOTE: SOIL DESCRIPTIONS

AUGER

AUGER

AUGER

AUGER

7.0

8.0

6.0

4.0

5.0

9.0

10.0 dm46b-ad-15-02.dgn

DMAFB FY-16 HC-130J AGE COVERED STORAGE

DMAFB ARIZONA

AD-15-02

X

AD-15-02

AD-15-02

10/14/15 10:00 AM 10:30 AM

CME-75

MATTHEW BONNER10’

18" SPLIT SPOON

CLAYEY SAND (SC)

CLAYEY SAND (SC)

CLAYEY SAND

MEDIUM BROWN

RECOVERY= 9"

DRIVE=1.5’

SPT

CLAYEY SAND (SC)

CLAYEY SAND

MEDIUM BROWN

CLAYEY SAND (SC)

CLAYEY SAND

MEDIUM BROWN

CLAYEY SAND (SC)

RECOVERY= 1.5’

DRIVE=1.5’

SPT

END HOLE

CLAYEY SAND

MEDIUM BROWN

0-2.5

2.5-5

5-7.5

7.5-10

26/

35/

48/

33/

28/

RECOVERY= 14.5"

DRIVE=1.5’

SPT

THE TOP OF SAMPLE

SOME ASPHALT MILLINGS IN

CLAYEY SAND

MEDIUM BROWN

GSI

RECOVERY= 11.5"

DRIVE=1.5’

SPT

RECOVERY= 1.5’

DRIVE=1.5’

SPT