FY-12 C-130 Squad Ops Parking Design RTA 11x17.pdf

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INDEX OF DRAWINGS

TITLESEQ.

GENERAL

CIVIL

SHEET TITLESEQ. SHEET

G-002

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F A

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D E

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N

C T

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C .O .E

C .O .E

C .O .E

TITLESEQ. SHEET

SYMBOL LEGEND

ROOM NAME

1.1

NUMBER

ROOM

ELEVATION DESIGNATION

SECTION, DETAIL, OR

OR ELEVATION IS TAKEN

WHICH SECTION, DETAIL

NUMBER OF SHEET ON

KEYED NOTE

ROOM DESIGNATION

OR ELEVATION IS SHOWN

WHICH SECTION, DETAIL

NUMBER OF SHEET ON

NUMBER OR LETTER

ELEVATION IDENTIFICATION

SECTION, DETAIL OR

A

Y

M B

O L

G E

N D

IN

D

X

O F

R

A W

IN

G S

C-101

C-501

C-102

C-103

DEMOLITION PLAN

SITE PLAN

SITE DETAILS I

SITE DETAILS IIC-502

c a g

P A

D .d g n

C-104 GRADING PLAN

SITE DETAILS IIIC-503

PROJECT LOCATION MAP, VICINITY MAP, AND BENCHMARK DATA

GEOTECHNICAL

G-002

G-001

INDEX OF DRAWINGS AND SYMBOLS LEGEND

COVER SHEET

73RD PARKING LOT PANEL SCHEDULE

73RD PARKING LOT LIGHTING DETAILS

SITE PHOTOMETRIC PLAN

73RD PARKING LOT LIGHTING PLAN

PARKING LOT ELECTRICAL POWER FEED SITE PLAN

ELECTRICAL LEGEND

B-706

B-705

B-704

B-703

B-702

B-701

B-501

B-301

B-103

B-102

B-101

DRILLING LOGS VI

DRILLING LOGS V

DRILLING LOGS IV

DRILLING LOGS III

DRILLING LOGS II

DRILLING LOGS I

PAVEMENT DETAILS

PAVEMENT SECTIONS

JOINT LAYOUT PLAN

SUBSURFACE INVESTIGATION PLAN

PAVEMENT SITE PLAN

EP601

EL501

ES102

ES101

ES100

E-001

ELECTRICAL

US Army Corps of Engineers

D e s c r ip t io n D a t e

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Albuquerque District

SHEET NO.

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SEQUENCE NO.

e r o

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US Army Corps of Engineers

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Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

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D a t e

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BID SET - NOT FOR CONSTRUCTION

7228 7226

72047202

L O

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C A

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IN

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C O

U R

T

ID

A H

O

7229 7227 7225 72

A L

A B

A M

A720572037201

75317533

750575037501

IOWA

S T R E E T

F L

O R

ID

O P

OREGON CT

75027500

1 7

C H

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7102 7100

057103

J A

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STATE ROAD 277

STATE ROAD 277

B U

R L I N

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A Y

2 7

0 7

4 7712

V B

7 78

ALASK

TOT LOT

C T

DELAW

ARE

BB

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

LV

SCALE: 1"=600’

0 600’ 1200’ 1800’

N

PROJECT LOCATION MAP

Hobbs

Roswell

Clovis

Ft. Sumner

Carlsbad

Tucumcari

Alamogordo

Carrizozo

Los Cruces

Deming

Lordsburg

Silver City

Consequences

Truth or

Socorro

WHITE

SANDS

MISSILE

RANGE

HOLLOMAN AFB

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

T E X A S

C O L O R A D O

N

VICINITY MAP

U .S

H

IG

H W

NOT TO SCALE

CANNON AFB

B U

R L

IN

G T

R T

H E

N

CONTROL POINT TABLE

BENCHMARK

4286.90’

4279.46’

4267.17’

I

ELEVATION

LOCATION

PROJECT

G E

N E

R

G

IN

E E

R

C T

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N

B

A L

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IS

C-101

EAST PERIMETER RD.

S O

U

H

R

IM

E T

BLDG 2209

PASS / ID OFFICE

VISITOR CENTER

4271.93’

CP-102

CP-151

CP-100

CANNON AIR FORCE BASE

OFFICE (BLDG 355)

BASE CIVIL ENGINEER’S FIRE STATION

ACCESS POINT

CONTRACTOR

PORTALES GATE

ACCESS ROUTE

CONTRACTOR’S

DESCRIPTION

CP-100

CP-101

CP-102

CP-103

CP-150

CP-151

CP-101

NORTHING EASTING

BRASS CAP IN CONCRETE

847,801.08’

852,394.93’

1,236,253.97’

1,231,498.20’

1,227,701.62’

1,229,830.94’

1,225,949.05’

1,225,888.66’

851,626.29’

845,459.83’

849,316.43’

852,368.82’

4262.62’

4266.79’

BRASS CAP IN CONCRETE

BRASS CAP IN CONCRETE

BRASS CAP IN CONCRETE

BRASS CAP IN CONCRETE

BRASS CAP IN CONCRETE

CP-150

1 7

T

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4.

3.

2.

1.

7.

6.

5.

RECLAIMED WASTEWATER FOR CONSTRUCTION NOTES

AVAILABLE FOR REVIEW UPON REQUEST THROUGHOUT THE LIFE OF THE PROJECT.

RECORD SHALL BE PROVIDED TO THE CONTRACTING OFFICER AT PROJECT COMPLETION AND SHALL BE

RECORD WASTEWATER USAGE WEEKLY AT A MINIMUM AND SHALL KEEP A PERMANENT RECORD OF USAGE. THE

THE CONTRACTOR SHALL METER AND RECORD THE AMOUNT OF WASTEWATER USED. THE CONTRACTOR SHALL

USE INCLUDING ALL PUMPING, PIPING, STORAGE, AND ASSOCIATED EQUIPMENT.

PROPOSED METHODS AND EQUIPMENT FOR OBTAINING RECLAIMED WASTEWATER FROM THE BASIN TO POINT OF

THE CONTRACTOR SHALL SUBMIT (FOR REVIEW AND APPROVAL) DRAWINGS SHOWING THE CONTRACTOR’S

MAXIMUM WATER ELEVATION IN BASIN, 4282; BASIN INVERT AT LOWEST POINT, 4262.

WASTEWATER AT PROJECT COMPLETION. ELEVATIONS AT BASIN ARE AS FOLLOWS: TOP OF BASIN BERM, 4284;

THE CONTRACTING OFFICER. THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT USED TO OBTAIN RECLAIMED

PIPELINE SHALL BE COORDINATED WITH AND APPROVED BY THE BASE CIVIL ENGINEER’S (BCE) OFFICE THROUGH

TRAFFIC. ANY ABOVE GROUND PIPELINE SHALL BE MARKED NON-POTABLE. THE ROUTE OF WASTEWATER

UNPAVED). PIPELINES SHALL CROSS ROADS IN SUCH A MANNER THAT THE PIPELINE WILL NOT IMPEDE ROAD

OF USE, HOWEVER, THE PIPELINE SHALL NOT BLOCK ANY EXISTING ACCESS ROADS (WHETHER PAVED OR

THE BASIN AND PIPED TOWARD THE ADJACENT UNUSED RUNWAY. WATER MAY BE PIPED TOWARD THE POINT

DOUBLE-WALLED TO PROVIDE SECONDARY FUEL CONTAINMENT. THE WASTEWATER SHALL BE PUMPED OUT OF

AT THE WASTEWATER BASIN) FOR WITHDRAWING WASTEWATER FROM THE BASIN. ALL FUEL TANKS SHALL BE

THE CONTRACTOR SHALL PROVIDE A FUEL POWERED PUMP OR FUEL POWERED GENERATOR (TO POWER A PUMP

SPECIFICATION FOR MIXING WATER USED IN THE PRODUCTION OF HYDRAULIC CEMENT CONCRETE."

ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND WITH ASTM C 1602/C 1602M - 06: "STANDARD

WHEN WASTEWATER IS USED FOR CONCRETE PRODUCTION THE WASTEWATER AND CONCRETE SHALL BE TESTED IN

WASTEWATER, AUGUST 7, 2003.

MEXICO ENVIRONMENT DEPARTMENT POLICY FOR THE ABOVE GROUND USE OF RECLAIMED DOMESTIC

THE RECLAIMED WASTEWATER MEETS THE STANDARDS FOR CLASS 1B WASTEWATER AS DEFINED BY THE NEW

THE SATISFACTION OF THE CONTRACTING OFFICER.

REPAIRED BY THE CONTRACTOR (TO ORIGINAL CONDITION OR BETTER) AT NO COST TO THE GOVERNMENT AND TO

ANY DAMAGE TO THE BASIN, BASIN FENCE, OR OTHER EQUIPMENT (CAUSED BY THE CONTRACTOR) SHALL BE

WASTEWATER SHALL NOT BE USED FOR BACKFILLING OF POTABLE WATER LINES AND/OR APPURTENANCES.

FOR CONCRETE PRODUCTION PROVIDED IT MEETS APPLICABLE REQUIREMENTS (SEE NOTE 4). RECLAIMED

LOCATION OF THE BASIN. WATER SHALL BE USED FOR EARTHWORK AND DUST CONTROL. WATER MAY BE USED

RECLAIMED, WASTEWATER BASIN LOCATED AT THE BASE WASTEWATER TREATMENT PLANT. SEE THIS SHEET FOR

THE CONTRACTOR SHALL OBTAIN WATER FOR CONSTRUCTION RELATED TO THIS PROJECT FROM THE OPEN, SCALE: 1"=600’ c a c P

A D .d g n

SITE NOTES

CONNECTIONS) TO 30 GPM.

SYSTEM AT ANY ONE TIME (FROM ALL

FLOW RATE WITHDRAWN FROM THE

CONNECTION POINT TO LIMIT THE TOTAL

PROVIDE A CONTROL VALVE AT EACH

OFFICER. THE CONTRACTOR SHALL

COORDINATED WITH THE CONTRACTING

FOR CONSTRUCTION WATER SHALL BE

5. CONNECTIONS TO THE WATER SYSTEM

=1.000184538.

TO GROUND COMBINED FACTOR

EXPRESSED IN U.S. SURVEY FEET. GRID

COORDINATES AND ELEVATIONS ARE

ELEVATIONS REFERENCE NAVD 88.

EAST ZONE, NAD 83. CONTROL POINT

MEXICO STATE PLANE GRID COORDINATES,

4. BENCHMARK COORDINATES ARE NEW

CONTRACTING OFFICER.

STAGING AREA LOCATIONS WITH THE

3. CONTRACTOR SHALL COORDINATE

EXPENSE AND RESPONSIBILIITY.

WASTE MATERIAL OFF THE BASE AT HIS

2. THE CONTRACTOR SHALL DISPOSE OF

HIS EXPENSE AND RESPONSIBILITY.

BORROW MATERIAL OFF THE BASE AT

1. THE CONTRACTOR SHALL OBTAIN

RECLAIMED WASTEWATER BASIN

CONTRACTORS ACCESS ROUTE TO

TREATMENT PLANT

BASE WASTEWATER

OLD RUNWAY (UNUSED)

WASTEWATER BASIN

9 MIL GAL RECLAIMED

CP-103

THIS SHEET.

SEE DETAIL

STAGING AREA.

CONTRACTOR’S

COMPOUND

STAGING AREA

TO BUILDING SITE

CONT. ACCESS ROUTE

ACCESS ROUTE

CONTRACTOR’S

STAGING AREA DETAIL

NOT TO SCALE

N 1,231,192.81

E 852,001.02

N 1,231,551.02

E 852,001.02

E 852,114.41

N 1,231,192.81

E 852,353.54

STAGING AREA

CONTRACTOR’S

ROAD

ACCESS

IN CONTRACT (TYP)

STAGING AREA NOT

N 1,231,758.32

E 852,353.54

N 1,231,763.33

E 852,151.45

N 1,231,548.21

R K

IN

G

US Army Corps of Engineers

D e s c r ip t io n D a t e

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Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

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BID SET - NOT FOR CONSTRUCTION

S S

FM-4" FM-4"

FM-4"

F M

SS-10"

G

G-4"

W

A W

A W

C

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C

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F O

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FM-4"

F M

SCALE: 1"=20’

T

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IS

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

EXISTING ASPHALT ROAD

40’ 60’10’ 20’0’

1" = 20’ c a c

P A

D .d g n

DEMOLITION PLAN

C-102

GENERAL DEMOLITION NOTES

LEGEND

AW

SS

G

OR

UE

C

AW

D E

M O

L

IT

A N

EXISTING FLEXIBLE PAVEMENT

EXISTING FLEXIBLE PAVEMENT

(2 1/2" THICK) AND SUBBASE

(13" THICK) TO BE REMOVED

NEW BUILDING

EXIST. SAN. SEW. LINE

EXIST. GAS LINE

EXIST. UNDERGROUND

ELECT. LINE

EXIST. UNDERGROUND COMM

EXIST. VALVE

EXIST. FIRE HYDRANT

EXIST. MANHOLE/VAULT

BE REMOVED (200 FT)

69’

2’ 6"

ABANDONED WATER LINE

ABANDONED WATER LINE TO

EXIST. ELECT. TRANSFORMERFM EXIST. SAN. FORCE MAIN

NEW BUILDING (NIDS)

5.

THAT IS TO REMAIN IN PLACE.

REPLACING ANY DAMAGED PAVEMENT

THE CONTRACTOR IS RESPONSIBLE FOR

ITEMS REFERENCED.

TOTAL ITEM PROJECT QUANTITIES FOR

QUANTITIES INDICATED IN LEGEND ARE

TO DEMOLITION OPERATIONS.

SHALL FIELD VERIFY LOCATIONS PRIOR

ARE APPROXIMATE. CONTRACTOR

EXISTING UTILITY LOCATIONS SHOWN 1.

2.

4.

KEEP THESE UTILITIES IN OPERATION.

PIPING, VALVING, EQUIPMENT, ETC. TO

PROVIDE ALL REQUIRED PUMPS,

FACILITIES. THE CONTRACTOR SHALL

GAS AND ELECTRICAL) TO ADJACENT

(INCLUDING WATER, SANITARY SEWER,

CONTRACT, UTILITY SERVICES

THROUGHOUT THE PERIOD OF THE

RESPONSIBLE FOR MAINTAINING,

THE CONTRACTOR SHALL BE

(685 SQ FT–)

LINE.

AFO

OPTIC LINE

UNDERGROUND FIBER

EXIST. ABANDONED

.2

.0

CORRESPONDING DEMMOLITION.

SET WITHIN THIS PROJECT FOR

SQUAD OPS FACILITY DRAWING

CONSTRUCTION. SEE SOF C-130

NEW BUILDING AND ASSOCIATED

CZQZ083016).

RECAP DRAWING SET (PROJECT

SOF SQUAD OPS FACILITY -

DATA IS INCLUDED IN THE

BUT ASSOCIATED CONSTRUCTION

THAT ARE WITHIN THIS CONTRACT,

SET". NIDS INDICATES NEW ITEMS

TRANSLATES TO "NOT IN DRAWING

NIDS (SEE LEGEND AND/OR PLAN)

CORRESPONDING DEMOLITION.

SEE ASSOCIATED DRAWING SET FOR

WITHIN PROJECT CZQZ083016 - NIDS.

NEW SOF SQUAD OPS FACILITY - RECAP PLAN

FOR CORRESPONDING DEMOLITION.

- NIDS. SEE ASSOCIATED DRAWING SET

REMOVED WITHIN PROJECT CZQZ083016

EXISTING CULVERT AND HEADWALL TO BE

2 7

US Army Corps of Engineers

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Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

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D a t e

P lo t

S c a le

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BID SET - NOT FOR CONSTRUCTION

GENERAL SITE NOTES

LEGEND

SCALE: 1"=20’

SITE PLAN

S

A N

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S O

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N O

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S O

L A

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B

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IS

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

C-103

NEW BUILDING

NEW BUILDING (NIC)

NEW 12" THICK RIPRAP WITH 4"

NEW CONCRETE SIDEWALK, STOOP,

OR PAD

NEW STOP SIGN

NEW HMAC PAVEMENT

NEW PCC PAVEMENT

EXISTING ASPHALT ROAD

40’ 60’10’ 20’0’

1" = 20’

AND GUTTER. (NIC)

NEW CONCRETE CURB

c a c

P A

D .d g n

T

Y P

T

Y P

T

Y P

T

Y P

T

Y P

PROJECT CZQZ073021 - NIC

(NEW PARKING AREA) WITHIN

CONCURRENT CONSTRUCTION

11’ 11’ 11’

47’

43’(TYP)

18’ 18’ 18’25’

(TYP)

27’8’

(TYP OF 2)

NEW DUMSTER PAD

8’

B

STRIPE (TYP)

4" WIDE WHITE

B

TO BACK OF CURB

INDICATES DIMENSIONS

CL

R=3’B

R=20’B

(TYP)

R=1’B

(TYP)

R=13’B

(TYP)

R=15’B

(TYP)

R=15’B

(TYP)

R=3’B

(TYP)

T

Y P

1’

26 SPA @ 9’= 234’ 19 SPA @ 9’ = 171’

22 SPA @ 9’ = 198’17 SPA @ 9’ = 153’

T

Y P

T

Y P

(TYP)

5’

(TYP) (TYP) (TYP)

.5

’B

.5

’B .5

’B

PAD

DUMSTER

DRIVE AND

TERMINAL

CURB

AND GUTTER

NEW 6" CONCRETE CURB

AND GUTTER

NEW 8" CONCRETE CURB

T

Y P

B

’B

.5

’B

27 SPA @ 9’= 243’

(TYP) OF 2

8’ 18 SPA @ 9’= 162’

4.5’=27’

6 SPA @

L V

L V

L V

L V

L V

L V

L V

L V

L V

(TYP)

PAVEMENT (NIC)

GUTTER AND

EDGE OF NEW

(NIC)

PAVEMENT

GUTTER AND

EDGE OF NEW

2.5’ (TYP)

C-503

DETAIL 1, SHEET

SEE WALK BOLLARD

SHEET C-503

DETAIL 1 (OPP HAND),

SEE WALK BOLLARD

C-503

DETAIL 2, SHEET

SEE WALK BOLLARD

PROJECT CZQZ073021-NIC

(NEW GPMX FACILITY) WITHIN

CONCURRENT CONSTRUCTION

24.40’

OPS FACILITY DRAWING SET.

PROJECT. SEE SOF C-130 SQUAD

CONSTRUCTION WITHIN THIS

NEW BUILDING AND ASSOCIATED

CORRESPONDING CONSTRUCTION.

ASSOCIATED DRAWING SET FOR

WITHIN PROJECT CZQZ083016 - NIDS. SEE

NEW SOF SQUAD OPS FACILITY - RECAP

BEDDING MATERIAL & FILTER FABRIC

C-503

DETAIL, SHEET

SEE ISLAND

56’B

CUT

C CURBL

ISLAND DETAIL, SHT. C-503 SIM.

4’X8’X12" THICK RIP RAP. SEE

2’ CURB CUT WITH

THICK RIP RAP

WITH 4’X8’X12"

2’ CURB CUT

THICK RIP RAP

WITH 4’X8’X12"

2’ CURB CUT

PLAN

CONSTRUCTION.

CORRESPONDING

DRAWING SET FOR

SEE ASSOCIATED

CZQZ083016 - NIDS.

WITHIN PROJECT

NEW PARKING AREA

’ 2 .5

(TYP)

4’

(TYP U.N.O.)

PCC PAVEMENT

INTEGRAL WITH

6" CURB CAST

PCC PAVEMENT

INTEGRAL WITH

8" CURB CAST

(TYP)

NEW BOLLARD

REQUIREMENTS.

ADJACENT CMU WALL

SHEET C-501, FOR

SEE ATFP WALL DETAIL,

NEW SIDEWALK DRAIN.

WALL (TYP)

NEW ATFP CMU

T

Y P

STRIPE (TYP)

4" WIDE WHITE

4’ (TYP)

6’

NEW HANDICAP OR LV SIGN

LV

SHOWN ON PLAN.

STRIPE THE "LV" LETTERING

SIGNAGE DETAIL. NOTE: DO NOT

SPACE. SEE SHEET C-501 FOR

LOW EMISSION VEHICLE PARKING

NEW SIDEWALK DRAIN

SEE NOTE 7 THIS SHEET.

NEW STOP BAR STRIPING (TYP).

DISCOVERED.

NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE

PROJECTS. THE CONTRACTING OFFICER SHALL BE

AT PROJECT BOUNDARIES IS COMPATIBLE BETWEEN

PROJECTS TO ENSURE THAT NEW CONSTRUCTION

WITH THE CONTRACTORS OF THE OTHER INDICATED

THIS PROJECT SHALL COORDINATE AS REQUIRED

(NOT IN THIS CONTRACT). THE CONTRACTOR FOR

ITEMS THAT ARE TO BE CONSTRUCTED BY OTHERS

5. NIC (SEE LEGEND AND/OR PLAN) INDICATES NEW

EDITION.

DEVICES FOR STREETS AND HIGHWAYS, LATEST

D6.1E-1989, MANUAL ON UNIFORM TRAFFIC CONTROL

PER U.S. DEPARTMENT OF TRANSPORTATION, ANSI

7. STOP SIGNS AND STOP BAR STRIPING SHALL BE

SET (PROJECT CZQZ083016).

THE SOF SQUAD OPS FACILTY - RECAP DRAWING

ASSOCIATED CONSTRUCTION DATA IS INCLUDED IN

ITEMS THAT ARE WITHIN THIS CONTRACT. BUT

TO "NOT IN DRAWING SET. "NIDS INDICATES NEW

6. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES

CURB-RAMP DETAIL LOCATED ON SHEET C-501.

MATCH THE STRIPING FOR THE HANDICAPPED

STRIPING AND OF THE NO PARKING STRIPING SHALL

4. WIDTH, OFFSET, ANGLE, AND COLOR OF MOTORCYCLE

SYSTEM INFORMATION NOT SHOWN.

3. REFER TO THE GRADING PLAN FOR STORM DRAIN

INFORMATION.

2. SEE GEOTECHNICAL SHEETS FOR PAVEMENT

1. SEE SHTS. C-501 TO C-503 FOR SITE DETAILS.

SEE NOTE 4 THIS SHEET

3 7

4271 4270

.9

.2

.6

.6

.9

.9

.9

.1

.2

.3

.7

.8

.8

.9

.0

.0

.0

.2

.5

.6

.8

.9

.9

.9

.9

.0

.1

.3

.5

.5

.5

.6

.8

.4

.6

S D

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

A L

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SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

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D R

A

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D A

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1 2 3 4 5

S O

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C O

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D D

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P P

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BID SET - NOT FOR CONSTRUCTION

69.44 INV.

T

S O

L A

N O

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S O

L A

N O

B

A L

A N

IS

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

EXISTING ASPHALT ROAD

40’ 60’10’ 20’0’

1" = 20’ c a c

P A

D .d g n

C-104

G R

A D

A N

GRADING PLAN

SCALE: 1"=20’

LEGEND

SD

SD

GENERAL GRADING NOTES

74.80

DRAWING SET.

SQUAD OPS FACILITY

PROJECT. SEE SOF C-130

CONSTRUCTION WITHIN THIS

NEW BUILDING AND ASSOCIATED

CORRESPONDING GRADING.

SEE ASSOCIATED DRAWING SET FOR

WITHIN PROJECT CZQZ083016 - NIDS.

NEW SOF SQUAD OPS FACILITY - RECAP

FOR CORRESPONDING GRADING.

SEE ASSOCIATED DRAWING SET

PROJECT CZQZ083016 - NIDS.

NEW PARKING AREA WITHIN

EXISTING

MATCH

73.97

73.30

73.2273.20

73.75

73.70

73.90

73.85

74.0073.80

73.40

73.40

73.57

74.35 73.74

73.70

72.75 72.00

72.29

FLOW LINE

GUTTER

71.60

71.80 71.75

72.04

73.60

73.35

73.95

73.54

73.14

73.20

73.21 72.89

73.25

73.55

73.30

74.01

73.95

73.91

73.63 73.53 73.10

73.00

73.02 72.92

73.08

73.11

72.96 72.82

71.98

72.05

72.1572.7572.0072.58

72.66

72.8773.03

72.92

72.81 72.88

72.96

72.90

72.90 72.00

71.60

71.39

71.43

71.80

71.10

70.92

71.30

71.7571.00

74.37 72.67 73.42

8.

7.

6.

5.

4.

3.

2.

1.

FLOW LINE

GUTTER

71.80 (NIDS)

72.75

70.38

71.10 70.70

73.32

70.30

71.20 70.55 70.20

70.89

70.99

73.79 73.68

73.29 73.18

73.13

70.84

73.00

72.83 72.71

73.20 72.95

73.1573.37

FLOW LINE

GUTTER

FLOW LINE

GUTTER

E=850,189.57

N=1,230,697.74E=850,184.27

N=1,230,710.21E=850,069.04

N=1,230,823.22

E=850,019.78

N=1,230,871.53

E=850,023.87

N=1,230,861.32

E=849,858.43

N=1,231,029.78

DRAIN LINE (NIDS)

NEW STORM

ELEVATION

EXISTING SPOT

ELEVATION

NEW SPOT

EXISTING CONTOUR

NEW CONTOUR (NIC)

NEW CONTOUR (NIDS)

NEW CONTOUR

NEW BUILDING (NIDS)

NEW BUILDING

INDICATED SPOT ELEV.

CONSTANTSLOPE BETWEEN

BEND LINE. PROVIDE A

NEW FLOW LINE OR GRADE

EXISTING MANHOLE

LINE (NIC)

NEW STORM DRAIN

PLAN

70.69

B

GE

73.7

72.12

73.17

71.91

71.87

RECAP DRAWING SET (PROJECT CZQZ083016).

INCLUDED IN THE SOF SQUAD OPS FACILITY -

BUT ASSOCIATED CONSTRUCTION DATA IS

NEW ITEMS THAT ARE WITHIN THIS CONTRACT,

TO "NOT IN DRAWING SET". NIDS INDICATES

NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES

BY OTHERS (NOT IN THIS CONTRACT).

NEW ITEMS THAT ARE TO BE CONSTRUCTED

NIC (SEE LEGEND AND/OR PLAN) INDICATES

EXTERIOR GUTTER EDGE; AND "SW" AT SWALE.

LOCATED AT THE BACK OF CURB; "GE" AT

INTERSECTION. "B" INDICATES THE SPOT IS

LOCATED AT THE CURB FACE/GUTTER

ADJACENT TO NEW CURB AND GUTTER ARE

UNLESS NOTED OTHERWISE, SPOT ELEVATIONS

LOCATED AT POINTS OF CURVE TANGENCY.

SPOT ELEVATIONS ADJACENT TO CURVES ARE

SURVEY DATA NOT SHOWN IN THIS SHEET.

SEE SHEET C-101 FOR BENCH MARK AND

DRAIN DETAILS.

SEE SHEETS C-501 AND C-502 FOR STORM

(NEXT SUBMITTAL).

SEE SHEET C-301 FOR STORM DRAIN PROFILES

TO NEW CONTOURS.

ADD 4200’ TO NEW SPOT ELEVATIONS AND

SW

SW

B

EXISTING

MATCH

EXISTING

MATCH

72.53

4 7

20’ MAX.

EXPANSION JOINT (TYP.)

CONTRACTION JOINTS

P

A N

�"R (TYP) �"R (TYP)

FINISH DEPTH OF �"

JOINT SHALL BE SEPARATED TO A

LARGE AGGREGATE IN CONTRACTION

JOINT FILLER PER A.S.T.M. D-1751.

BITUMINOUS TYPE PREFORMED EXPANSION

EXPANSION JOINT FILLER TO BE �" MASTIC

1 �" MIN.�"

SEE PLAN

2"

COMPACTED SUBGRADE

CURB

�" RADIUS �" RADIUS

PLAN

SEE LAYOUT

P L

A N

S

Y O

U T

JOINTS

CONTRACTION

3’-0"

EXPANSION JOINT FILLER

�" PREMOLDED

WITH 6"X6"-W2.9XW2.9

IN NON-REINFORCED WALKS

REINFORCE SHADED AREA

PLAN

SEE LAYOUT

P L

A N

S

Y O

U

CONTRACTION JOINTS

LONGER RUN OF SIDEWALK

3’-0"

LONGER RUN OF THE SIDEWALK

TO BE PLACED PARALLEL WITH THE

�" PREMOLDED EXPANSION JOINT FILLER

WITH 6"X6"-W2.9XW2.9

IN NON-REINFORCED WALKS

REINFORCE SHADED AREA

TEE INTERSECTION

EL INTERSECTION

CONCRETE SIDEWALK INTERSECTION DETAILS

NOT TO SCALE

CONCRETE SIDEWALKS DETAILS

NOT TO SCALE

PLAN

EXPANSION JOINT CONTRACTION JOINT

SECTION

TRANSVERSE TO TRAFFIC

HAIR BROOM FINISH

TROWEL AND LIGHT

GRADE

FINISHED

4" THICK CONCRETE

SLOPE 50H:1V

G E

N E

R

G

IN

E E

R

C T

IO

N

C-501

:1

T

S O

L A

N O

T

S O

L A

N O

B

A L

A N

IS

NOT TO SCALE

BOLLARD DETAIL

c a c

P

A D .d g n

NOT TO SCALE

NOTES:

ATFP WALL SECTION

WITH 1#5 BAR, CONT.

CONTINOUS BOND BEAM

#4 BARS AT 48" O.C.

1/2" EXPANSION JOINT

ALTERNATE HOOKS

CONTINOUS

2-#13 BARS.2’-0"

CENTER UNDER WALL

S

T A

IL

S

I

EDGE OF GUTTER

6’-0"

10’-0"

4" WIDE PAINTED

(TYP)

WHITE STRIPE

T

Y P

T

Y P

T E

R M

C U

R B

4’-0"

PLAN

SECTION

4" THICK CONC. WALK

6’-0"

TO 6" HIGH

NOT TO SCALE

IN THE CONCRETE SIDEWALK DETAIL (THIS SHT.).

RAMPS SHALL BE REINFORCED AS INDICATED

NOTE:

VARIES FROM 0"

CURB BEYOND

SLOPE TO MEET

GUTTER LINE

BITUMINOUS

PAVEMENTBUTT JOINT

FINISH GRADE

TOP OF WALK

BACK OF CURB

1 ON 12

E Q

U A

L E

Q U

A L

ABOUT C

DETAIL IS SIMILAR

L

HANDICAPPED CURB-RAMP DETAIL

CAST STONE TOP

1’-4"

8" DIAM, PIPE (TYP)

GRADE

FINISHED

JOINT FILLER

�" EXPANSION

FOOTING

CONCRETE

FOOTING

CONCRETE

ABOUT CENTERLINE

DETAIL IS SYMMETRICAL

CONCRETE CAP

NON-PAVED AREA

BOLLARD WITHIN A

OR SIDEWALK

PCC PAVEMENT

SIDEWALK

BACKFILL @

COMPACETED

@ PAVEMENT;

BASE COURSE

10" @ SIDEWALK

1’-1" @ PAVEMENT

4’-2" @ SIDEWALK

3’-11" @ PAVEMENT

OR SIDEWALK

PCC PAVEMENT

BOLLARD WITHIN

ATFP WALL DETAIL

COLOR WITH BASE.

REQUIREMENTS. COORDINATE

ACCORDANCE WITH ADAAG

DETECTABLE WARNINGS IN

PROVIDE TRUNCATED DOME

OF ADJACENT SIDEWALK

AT SAME ELEV. AS TOP

TOP OF GRADE SHALL BE

UNLESS NOTED OTHERWISE,

X

TO PARKING LOT.

PLAN) ADJACENT

SIDEWALK (SEE SITE

8’ TO 10’ WIDE

O

T E

S

ELEVATION

PLAN FOR SIDEWALK

REFER TO GRADING

SIDES), MASONRY WALL

SPLIT FACE (BOTH

8", SOLID GROUTED,

LOCATIONS WHERE FOOTING DEPTH CHANGES.

TOP OF FOOTING. THE SUBMITTAL SHALL INCLUDE A FOOTING STEP DETAIL FOR

ELEVATIONS: TOP OF WALL; TOP OF GRADE/SIDEWALK ADJACENT TO WALL; AND

FOR REVIEW AND APPROVAL. THE PROFILE SHALL ILLUSTRATE THE FOLLOWING

5. THE CONTRACTOR SHALL SUBMIT A PLAN AND PROFILE OF THE ATFP WALL

4. SPLIT FACE TYPE AND COLOR TO MATCH BUILDING MECHANICAL YARD WALL.

OF CMU WALL FOOTING.

REQUIRED TO PROVIDE 8" MINIMUM BETWEEN THE DRAIN INVERT AND THE TOP

THE CMU WALL FOOTING SHALL BE LOWERED (AND CMU COURSES ADDED) AS

DRAIN DETAIL FOR OPENING WIDTH AND GRADING PLAN FOR OPENING HEIGHT.

SHALL HAVE A CLEAR OPENING TO MATCH THE DRAIN OPENING. SEE SIDEWALK

FOOTING, EXCEPT AT SIDEWALK DRAINS. AT SIDEWALK DRAINS, THE CMU WALL

3. PROVIDE 12" MININUM BETWEEN INDICATED SIDEWALK ELEVATION AND TOP OF

2. PROVIDE MASONARY CONTROL JOINTS @ 20’-0" ON CENTER MAXIMUM.

INFORMATION.

1. REFER TO MASONRY NOTES ON STRUCTURAL SHEETS FOR ADDITIONAL

5 7

US Army Corps of Engineers

D e s c r ip t io n D a t e

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Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

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D A

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1 2 3 4 5

S O

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C-502

:1

T

S O

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N O

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S O

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N O

B

A L

A N

IS

5�"

LEVEL

GUTTER LINE

GUTTER

TOE OFSLOPE IS AWAY FROM CURB

FOR USE WHEN PAVEMENT

R

SLOPE IS TOWARD CURB

FOR USE WHEN PAVEMENT

2’-0"

7" 1’-5"

1�

R

1�" BATTER

NOT TO SCALE

STANDARD 6" CURB AND GUTTER DETAIL

FACE OF CURB

CONTRACTION JOINT

TOP OF CURB

�" R

2’-0"

GUTTER LINE

NOT TO SCALE

TOWARD CURB

PAVEMENT SLOPE IS

TOE OF GUTTER WHEN

AWAY FROM CURB

PAVEMENT SLOPE IS

TOE OF GUTTER WHEN

STANDARD CURB TERMINAL DETAIL

BOLLARD TYP.

24’

OF PAD

JOINT @ C

CONSTRUCTION

L

LC POLE TYP.

4’-8" 4’-8" 4’-8"4’-4"4’-4" 4’-8" 4’-8" 4’-8"4’-4" 4’-8" 4’-8" 4’-8"

JOINT MATERIAL

EXPANSION

PCC PAVEMENT

DOUBLE BIN PLAN

CMU WALL

REINF. BAR LOCATION

#5 DOWEL @ EACH VERT

GRADE

FINISHED

8"

#5 @ 12" O.C.

18"

#5 @ 12" O.C. E.W.

KNOCK-OUT BOND BEAM

8" X 8" X 16"

WITH 2 - #5 CONT.

GROUT SOLID

1-#5 CONT.

O.C. MAX. BETWEEN

WALL AND @ 32"

END AND CORNER OF

#5 VERT. REINF. @ EA.

SECTION A-A

NOT TO SCALE

DUMPSTER WITH PAD AND BLOCK WALL DETAIL

A A

NOT TO SCALE

END ISLAND DETAIL

STANDARD CURB AND GUTTER

CL

Q U

IR

E D

S

A N

FACE OF CURB

JOINT

CONTRACTION

R

6’- 6"

R

JOINT

�" EXPANSION

PLAN

PLAN

SEE SITE

c a c

P A

D .d g n

S

T A

IL

S

II

LEVEL

1"

R

GUTTER LINE

6"

" GUTTER

TOE OF

TOWARD CURB

SLOPE IS

PAVEMENT

FOR USE WHEN

IS AWAY FROM CURB

PAVEMENT SLOPE

FOR USE WHEN

1�

R

8" 1’-4"

2’-0"

NOT TO SCALE

8" CURB & GUTTER DETAIL

2"

TIE BARS WHEN GUTTER ABUTS PCC PAVEMENT.

NOTE: REFER TO GEOTECHNICAL SHEETS FOR REQUIRED

NOTES:

2.

1.

FACE (BOTH SIDES), CMU BLOCK

INTEGRALLY COLORED, SPLIT

8" X 8"X 16"

CMU CAP BLOCK SOLID.

(BOTH SIDES),

COLORED, SPLIT FACE

8" X 4" X 8" INTEGRALLY

BUILDING MECHANICAL YARD WALL.

SPLIT FACE TYPE AND COLOR TO MATCH

SHEETS FOR ADDITIONAL INFORMATION.

REFER TO MASONRY NOTES ON STRUCTURAL

6" X 6" W2.9 X W2.9

NOT TO SCALE

WELDED TO ANGLE

#3 X BARS

6"

2"

2" X 2" X 1/4" ANGLE

PLATE

1/4" CHECKERED

1/4" SCREW AT 12"

3/4"

1-3/8"1/8"

BAR

1/4" X 3/4"

EXPANSION JOINT (TYP.)

F L

O W

CONCRETE PAD

1’-3"

DRAINSIDEWALK

SIDEWALK

PLATE (TYP.)

1/4" RAISED PATTERN

SEE DETAIL "C"

EXP. JT. (TYP.)

(TYP)

CONC. SIDEWALK

WELDED WIRE MESH1’-3"

1’- 5 3/4"

WIDE

GRADING PLAN

VARIES. SEE

SECTION

SIDEWALK DRAIN DETAILS

DETAIL "C"HALF PLAN

TIE BARS WHEN GUTTER ABUTS PCC PAVEMENT.

NOTE: REFER TO GEOTECHNICAL SHEETS FOR REQUIRED

TIE BARS WHEN GUTTER ABUTS PCC PAVEMENT.

NOTE: REFER TO GEOTECHNICAL SHEETS FOR REQUIRED

6 7

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

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2 3 4 5

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Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

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D R

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V

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D A

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1 2 3 4 5

S O

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A

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C-503

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S O

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N O

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S O

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B

A L

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IS

c a c

P A

D .d g n

S

T A

IL

S

II

I

BOLLARD (TYP) SIDEWALK

& BOLLARDS

MOST CMU WALL

C OF SOUTHWESTL

WALL (TYP)

NEW CMU

LC OF SIDEWALK

2’-4"(TYP)

WALK BOLLARD DETAIL 1

NOT TO SCALE

NOT TO SCALE

WALK BOLLARD DETAIL 2

(TYP)

GUTTER

(TYP)

BOLLARD

WALL

NEW CMU

6" CURB

LC SIDEWALK

BACK OF CURB

OF CMU WALL, AND

C BOLLARDS, END L

2’-4"

TERMINAL

CURB

1.5’.

6" TO 8" CURB IN

TRANSITION FROM

(NO CURB)

GUTTER ONLY

NOT TO SCALE

ISLAND DETAIL

R=30’

R=3’B

R=15’B

R=10’B

EXISTING PAVEMENT

.5

’B

BACK OF CURB

BACK OF CURB

BACK OF CURB

(TYP)

CURB

(TYP)

GUTTER

N 1,230,717.35

E 850,191.27

N 1,230,683.56

E 850,195.39

N 1,230,682.68

E 850,197.18

N 1,230,678.15

E 850,188.25

N 1,230,682.18

E 850,175.00

PAVEMENT EDGE

CUT

2’ CURB

PAVEMENT

PCC

PAVEMENT

HMAC

PAVEMENT

WITH PCC

CAST INTEGRAL

8" CURB

8" CURB

PAVEMENT

NEW PCC

(TYP)

PAVEMENT

NEW HMAC

TERMINAL

CURB

PAVEMENT

WITH PCC

CAST INTEGRAL

6" CURB

N 1,230,674.92

E 850,191.68

R=30’B

PAVEMENT EDGE

PAVEMENT EDGE2’ TO 0’

SHOULDER

TRANSITION

SHOULDER EDGE

N 1,230,707.03

E 850,195.97

SHOULDER

NEW 2’ EARTH

NOT TO SCALE

AND

FINISH GRADE

CONCRETE

LOW EMISSION VEHICLE PARKING SIGN

FUEL EFFICIENT

PARKING

ONLY

VEHICLES

APPROVED EQUAL.

BY WWW.MYPARKINGSIGN.COM OR

PART NO. K-5619; GREEN IN COLOR;

VEHICLES PARKING ONLY" SIGN;

"LOW EMITTING AND FUEL EFFICIENT

LOW-EMITTING

A

N S

6" MAX.

FINISHED GRADE

PROVIDE BREAK-AWAY

CONNECTION

CONCRETE

�" DIA. HOLES

2�" I.D. PIPE

1’-0" 4

2�" O.D. STEEL

SIGN POST

1.

NOTES:

POST

SECURELY TO

MOUNT SIGN

TRANSPORTATION).

UNIFORM TRAFFIC CONTROL DEVICES (DEPT. OF

ALL SIGNS SHALL CONFORM TO THE MANUAL ON

OF ASSOCIATED CONSTRUCTION.

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

SIGN LOCATIONS SHALL BE APPROVED BY THE2.

SIGN POST

SHALL BE UTILIZED IN LIEU OF THIS DETAIL.

STANDARD HAS BEEN ESTABLISHED, IT

ESTABLISHED FOR THIS SIGN. IF A

BASE STANDARD HAS ALREADY BEEN

THE CONTRACTING OFFICER TO SEE IF A

3. THE CONTRACTOR SHALL CHECK WITH

THIS DETAIL.

AND FOR INFORMATION NOT ILLUSTATED IN

THIS SHEET, FOR ADDITIONAL REQUIREMENTS

2. REFER TO THE SIGN INSTALLATION DETAIL,

1. PROVIDE ONE SIGN PER PARKING SPACE.

SIGN NOTES:

SIGN INSTALLATION DETAIL

NOT TO SCALE

NOTES:

1.

SURVEY DATA NOT SHOWN ON THIS SHEET.

SEE SHEET C-101 FOR BENCHMARK AND

PAVEMENT

EDGE OF

GUTTER OR

CURB AND

SEE NOTE 2

BE APPROVED BY THE CONTRACTING OFFICER.

PAINTED BROWN. EXACT SHADE OF BROWN SHALL

BACKS OF ALL SINGLE SIDED SIGNS, SHALL BE

UNLESS NOTED OTHERWISE, SIGN POSTS, AND THE

3.

4.

THE ADJACENT CMU WALL AND FOOTING.

SIDEWALK ABUTTING THE CURB (TO ACCOMMOCATE

PARKING, ETC.) SHALL BE LOCATED 2’-0" BEYOND THE

REGULATORY SIGNS AT PARKING AREAS (HANDICAPPED

7 7

US Army Corps of Engineers

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SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

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D R

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D A

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C H

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1 2 3 4 5

S O

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C O

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A

C

D D

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B-101

T

B A

K E

R

PAVEMENT SITE PLAN

P A

V E

M E

A N

SCALE: 1" = 20’-0"

1" = 20’-0" 0’ 40’ 60’10’ 20’

LEGEND

C A b p a d .d g n

:1

GENERAL NOTESGENERAL NOTESGENERAL NOTES

SEE SHEET B-103 FOR JOINT LAYOUT PLAN.

SEE SHEETS B-301 AND B-501 FOR

SECTIONS AND DETAILS, RESPECTIVELY.

PENETRATIONS OF PCC PAVEMENT SHALL BE

REINFORCED. SEE CIVIL SHEETS FOR EXACT

LOCATIONS OF NOTED AND OTHER ADDITIONAL

PENETRATIONS. SEE "TYPICAL REINFORCEMENT

AT PENETRATIONS IN PCC PAVEMENT" DETAIL

ON SHEET B-501.

1.

2.

3.

B

E A

S T

E R

C

L

IT

T L

E

NEW PCC PAVEMENT

NEW HMAC PAVEMENT

NEW CURB AND GUTTER

BOLLARD (SEE CIVIL SHEETS)

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

B-301

GEOTECHNICAL ABBREVIATIONS

D

DIA

EQ

HMAC

HSA

ID

LL

NIC

OC

OCEW

OD

PCC

PI

R

SPT

TYP

DRIVE

DIAMETER

EQUAL

HOT MIX ASPHALT CONCRETE

HOLLOW STEM AUGER

INSIDE DIAMETER

LIQUID LIMITS

NOT IN CONTRACT

ON CENTER

ON CENTER EACH WAY

OUTSIDE DIAMETER

PORTLAND CEMENT CONCRETE

PLASTICITY INDEX

RECOVERY

STANDARD PENETRATION TEST

TYPICAL

B J

O R

D A

N

1 11

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

A L

B U

Q U

E R

Q U

E

N

X

IC

O

Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

S

D R

A

R E

V

IE

W

D A

T E

C H

IE

F

1 2 3 4 5

S O

L

C O

N T

R A

B

A

C

D D

C

B

A

C A

N N

R

O V

IS

N

X

IC

O

S

U

R

K

E

Q Z

J U

N E

W

P P

R

A N

1" = 30’-0" 0’ 60’15’ 30’ 90’

G E

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

B-102

T

B A

K E

R

:1

C A b .d g n

SCALE: 1" = 30’-0"

SUBSURFACE

INVESTIGATION PLAN

S U

B S

U R

F A

V

E S

T

IG

A T

A N

LEGEND

AD-**-**

CH-**-**

RS-**-**

B

E A

S T

E R

C

L

IT

T L

E

GENERAL NOTES

1. SEE SHEETS B-701 - B-706 FOR DRILLING LOGS.

DRILLING HOLE LOCATION/ NUMBER

CORE HOLE LOCATION/ NUMBER

RING SAMPLE LOCATION/NUMBER

LIMITS OF PROPOSED

PAVEMENT

B J

O R

D A

N

2 11

SOF C-130

SQUAD OPS

FACILITY

SOF C-130

SQUAD OPS

PARKING

FACILITY

AD-11-152

AD-11-153

AD-11-154

AD-11-146 AU-11-145

AD-11-147

AD-11-151

AU-11-150

AD-11-149

AD-11-144

AD-11-118

AD-11-119

AD-11-117

AD-11-116

AD-11-115

AU-11-148

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

A L

B U

Q U

E R

Q U

E

N

X

IC

O

Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

S

D R

A

R E

V

IE

W

D A

T E

C H

IE

F

1 2 3 4 5

S O

L

C O

N T

R A

B

A

C

D D

C

B

A

C A

N N

R

O V

IS

N

X

IC

O

S

U

R

K

E

Q Z

J U

N E

W

P P

R

A N

G E

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

T

B A

K E

R

SCALE: 1" = 20’-0"

1" = 20’-0" 0’ 40’ 60’10’ 20’

C A b p a d .d g n

:1

B

E A

S T

E R

C

L

IT

T L

E

J O

Y O

U

A N

S

B-103

JOINT LAYOUT PLAN

R

R

R R

R

R

R R R

NEW INTEGRATED CURB

AND GUTTER, TYPICAL

CONSTRUCTION JOINTS TO BE PERPENDICULAR TO CURB.

SEE CIVIL SHEETS FOR DIMENSIONS.

JOINT LAYOUT PLAN - TYPICAL SWALE

X

X

X

X

E Q

U A

L

E Q

U A L

EQUAL EQUAL

E Q

U A L

E Q

U A

L

EQUALEQUAL

1/31/31/3

EQUALEQUAL

SCALE: NOT TO SCALE

LEGEND

T

X

GENERAL NOTES

ANY PROPOSED CHANGES TO THE JOINT LAYOUT

PLAN SHALL BE SUBMITTED TO THE GEOTECHNICAL

ENGINEERING SECTION, ALBUQUERQUE DISTRICT,

USACE, FOR APPROVAL.

ALL JOINTS IN NEW PCC PAVEMENT SHALL BE

SEALED.

PENETRATIONS OF PCC PAVEMENT SHALL BE

REINFORCED. SEE CIVIL SHEETS FOR EXACT

LOCATIONS OF NOTED AND OTHER ADDITIONAL

PENETRATIONS. SEE "TYPICAL REINFORCEMENT

AT PENETRATIONS IN PCC PAVEMENT" DETAIL

ON SHEET B-501.

SEE "TYPICAL LAYOUT OF JOINTS AT RADIUS"

DETAIL ON SHEET B-501 FOR IRREGULARLY

SHAPED PAVEMENT SLABS.

1.

2.

3.

4.

SWALE - SEE THIS SHEET FOR "JOINT

LAYOUT PLAN - TYPICAL SWALE".

1.

KEYED NOTES

27’-0"

(2 AT 13’-6")

24’-0"

( 3 EQUAL)

U A

L

DOWELED CONSTRUCTION

JOINT (B-501)

SAW-CUT CONTRACTION

JOINT (B-501)

THICKENED EDGE

EXPANSION JOINT (NOTES B-501)

REINFORCED SLAB (B-501)R

B J

O R

D A

N

3 11

T T

T

T T

TT

T T T

T T

TXTXTX

T T

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

A L

B U

Q U

E R

Q U

E

N

X

IC

O

Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

S

D R

A

R E

V

IE

W

D A

T E

C H

IE

F

1 2 3 4 5

S O

L

C O

N T

R A

B

A

C

D D

C

B

A

C A

N N

R

O V

IS

N

X

IC

O

S

U

R

K

E

Q Z

J U

N E

W

P P

R

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

B-301

P A

V E

M E

C T

IO

N S

T

B A

K E

R

:1

C A b .d g n

B

E A

S T

E R

C

L

IT

T L

E

GENERAL NOTESGENERAL NOTES

VERIFY SLOPE AND SLOPE DIRECTION OF ALL

PAVEMENTS WITH CIVIL DRAWINGS.

REINFORCEMENT OF NEW PCC PAVEMENT WHERE

NOTED IN DRAWINGS AND IN SPECIFICATIONS.

EXPANSION JOINT FILLER SHALL BE PROVIDED FOR

THE FULL DEPTH OF THE JOINT TO ENSURE THE

PAVEMENT IS NOT IN CONTACT, AT ANY POINT,

WITH THE ABUTTING STRUCTURE.

1.

2.

3.

1’-0"

6"

SCALE: NOT TO SCALE

PRIME COAT

TACK COATCURB AND GUTTER,

SEE CIVI LSHEETS

B-301

CURB AND GUTTER

AND NEW HMAC PAVEMENT

FINISHED

GRADE OR

SIDEWALK**

** USE �" EXPANSION JOINT MATERIAL

WHERE SIDEWALK MEETS CURB.

THICKENED

EDGE

5’-0"

TACK COAT

PRIME COAT

B-301

JUNCTURE OF NEW PCC PAVEMENT

AND NEW HMAC PAVEMENT

THICKENED

EDGE

SCALE: NOT TO SCALE

JOINT SEALANT

PREFORMED

EXPANSION

JOINT FILLER

SEE CIVIL DRAWINGS

FOR THICKNESSES

AND REINFORCEMENT

JUNCTURE OF NEW PCC PAVEMENT

AND DUMPSTER/EQUIPMENT PAD

B-301

2 3

** USE �" EXPANSION JOINT MATERIAL

WHERE SIDEWALK MEETS CURB.

SCALE: NOT TO SCALE

JOINT SEALANT 12CURB AND GUTTER

FINISHED GRADE

OR SIDEWALK**

CURB AND GUTTER

WITH NEW PCC PAVEMENT

B-301

SLOPE 3% SLOPE 3%

VARIES

SCALE: NOT TO SCALE

PCC

PRIME COAT

TACK COATEDGE OF EXISTING

BITUMINOUS PAVEMENT

REMOVE EXISTING

MATERIAL

EXISTING

UNDER-

LYING

MATERIAL

B-301

2’-0"

SAW CUT

AND

TACK COAT

JUNCTURE OF

EXIST. HMAC PAVEMENT, CONCRETE

SWALE, AND NEW HMAC PAVEMENT

EXISTING

UNDERLYING

MATERIAL

EDGE OF EXISTING

BITUMINOUS PAVEMENT

EXISTING BITUMINOUS

PAVEMENT

REMOVE EXISTING

MATERIAL

SCALE: NOT TO SCALE

SAW CUT AND

TACK COAT

PRIME COAT1

2’-0"

B-301

JUNCTURE OF

EXISTING HMAC PAVEMENT

AND NEW HMAC PAVEMENT

B J

O R

D A

N

4 11

KEYED NOTES

HOT MIX ASPHALTIC CONCRETE (HMAC) PAVEMENT.

PORTLAND CEMENT CONCRETE (PCC) PAVEMENT.

NOT USED.

AGGREGATE BASE COURSE COMPACTED TO AT

LEAST 100 PERCENT MAXIMUM DENSITY AS

DETERMINED IN ACCORDANCE WITH THE

SPECIFICATIONS.

AGGREGATE BASE COURSE COMPACTED TO AT

LEAST 95 PERCENT MAXIMUM DENSITY AS

DETERMINED IN ACCORDANCE WITH

THE SPECIFICATIONS.

NOT USED.

NOT USED.

NOT USED.

SUBGRADE COMPACTED TO AT LEAST 95 PERCENT

MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE

WITH THE SPECIFICATIONS.

SUBGRADE COMPACTED TO AT LEAST 90 PERCENT

MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE

WITH THE SPECIFICATIONS.

NOT USED.

SEE JOINT SEALANT DETAILS ON SHEET B-501.

NOT USED

NOT USED

NOT USED

NOT USED

TIE BAR #5 x 30" LONG @ 30" OC @ CENTER.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

A L

B U

Q U

E R

Q U

E

N

X

IC

O

Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

S

D R

A

R E

V

IE

W

D A

T E

C H

IE

F

1 2 3 4 5

S O

L

C O

N T

R A

B

A

C

D D

C

B

A

C A

N N

R

O V

IS

N

X

IC

O

S

U

R

K

E

Q Z

J U

N E

W

P P

R

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

B-501

T

B A

K E

R

:1

C A b .d g n

P A

V E

M E

T A

IL

S

SCALE: NOT TO SCALE

SLAB REINFORCEMENT DETAIL

DISCONTINUE

REINFORCEMENT

AT ALL JOINTS

REINFORCEMENT SHALL BE PROVIDED IN SLABS

MARKED "R" ON JOINT LAYOUT PLAN AND IN

ACCORDANCE WITH THE SPECIFICATIONS.

3"

T CL

SCALE: NOT TO SCALE

LONGITUDINAL & TRANSVERSE

DOWELED CONSTRUCTION JOINTS

JOINT SEALANT12 16

BUTT JOINT

DOWEL (ONE END

PAINTED AND OILED)

SCALE: NOT TO SCALE

T

TRANSVERSE

SAW CUT CONTRACTION JOINTS

JOINT SEALANT12

SCALE: NOT TO SCALE

TYPICAL PCC PAVEMENT CROSS SECTION

SCALE: NOT TO SCALE

PLAN

EXPANSION JOINT

OPENING REINFORCEMENT

SAME NUMBER OF LAYERS

& SIZE AS REGULAR SLAB

REINFORCEMENT

REGULAR

SLAB REINF.

T Y P

"SEE

SECTION

ABOVE

SLAB

PENETRATION

PREFORMED

EXPANSION

JOINT FILLER

.2

T

THICKENED EDGE

5’-0"

REINFORCEMENT

NOT SHOWN

T

SECTION

T Y

P

R

2 2

JOINT

SEALANT

PREFORMED EXPANSION

JOINT FILLER AND FIELD

MOLDED SEALANT AROUND

PERIMETER/CIRCUMFERENCE,

FULL DEPTH

TYPICAL REINFORCEMENT AT

PENETRATIONS IN PCC PAVEMENT

EXPANSION JOINTSCONSTRUCTION JOINTS

1�" ¨ �"

SCALE: NOT TO SCALE

FIELD MOLDED JOINT SEALANT DETAILS

NON-EXTRUDING

JOINT FILLER

BACKER

MATERIAL

BACKER

MATERIAL

BUTTED JOINT

JOINT

SEALANT

JOINT

SEALANT

FOR EXPANSION JOINT

WIDTH, SEE EXPANSION

JOINT NOTES

BACKER

MATERIAL

JOINT

SEALANT

WIDTH

SAWED CONTRACTION JOINT

WIDTH

E A

S T

E R

C

L

IT

T L

E

36" MIN AIRFIELDS

12" MIN ROADWAYS

36" MIN AIRFIELDS

12" MIN ROADWAYS

36" MIN AIRFIELD

12" MIN ROADWAYS

TYPICAL LAYOUT OF JOINTS AT RADIUS

3’-0" MIN

EDGE OF

PAVEMENT

CONSTRUCTION

JOINT

THICKENED EDGE

EXPANSION JOINT

RADIUS OF

FILLET

T R

A F

F

IC

L A

N E

RADIUS OF

FILLET

T R

A F

F

IC

L A

N E

RADIUS OF

FILLET

F

IL

L E

T F

IL

L E

T

CONSTRUCTION

JOINT WITH

DOWELS

CONSTRUCTION

JOINT WITH

DOWELS

CONTRACTION

JOINT WITH

DOWELS

GENERAL NOTESGENERAL NOTES

VERIFY SLOPE AND SLOPE DIRECTION OF ALL

PAVEMENTS WITH CIVIL DRAWINGS.

REINFORCEMENT OF NEW PCC PAVEMENT WHERE

NOTED IN DRAWINGS AND IN SPECIFICATIONS.

EXPANSION JOINT FILLER SHALL BE PROVIDED FOR

THE FULL DEPTH OF THE JOINT TO ENSURE THE

PAVEMENT IS NOT IN CONTACT, AT ANY POINT,

WITH THE ABUTTING STRUCTURE.

1.

2.

3.

FIELD MOLDED

JOINT SEALANT NOTES

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 �" OR GREATER THAN �".

TOP OF SEAL SHALL BE �" BELOW PAVEMENT

SURFACE.

DEPTH OF INITIAL SAWCUT SHALL BE � SLAB

THICKNESS ¨ �".

DIAMETER OF BACKER MATERIAL IS W + �".

1.

2.

3.

4.

5.

EXPANSION JOINT NOTES

THICKENED EDGE EXPANSION JOINTS SHALL BE

INSTALLED TO SURROUND, OR TO SEPARATE

FROM THE PAVEMENT, ANY STRUCTURES THAT

PROJECT THROUGH, INTO, OR AGAINST THE

PAVEMENT SUCH AS BUILDING FOUNDATIONS,

MANHOLES, DRAINAGE INLETS, ETC.

EXPANSION JOINT WIDTHS:

-�" AT EXPANSION JOINTS BETWEEN NEW-

TO-NEW AND NEW-TO-EXISTING RIGID

PAVEMENTS.

-�" AT BUILDING FOUNDATIONS, UTILITY

BLOCKOUTS, MANHOLES, CLEAN-OUTS, ETC.

-1" AROUND STORM DRAIN TRENCH

STRUCTURES.

EXPANSION JOINT FILLER SHALL BE PROVIDED

FOR THE FULL DEPTH OF THE JOINT.

CARE SHALL BE TAKEN TO ENSURE THAT THE

PAVEMENT CONCRETE IS NOT IN CONTACT, AT

ANY POINT, WITH THE ABUTTING STRUCTURE.

SEAL EXPANSION JOINTS IN ACCORDANCE WITH

SECTIONS, DETAILS, AND SPECIFICATIONS.

DIAMETER OF BACKER MATERIAL IS W + �".

1.

2.

3.

4.

5.

6.

FOR MOTORCYCLE AND

DUMPSTER PAD APPROACH

SCALE: NOT TO SCALE

PRIME COAT

TYPICAL HMAC PAVEMENT CROSS SECTION

KEYED NOTES

HOT MIX ASPHALTIC CONCRETE (HMAC) PAVEMENT.

PORTLAND CEMENT CONCRETE (PCC) PAVEMENT.

NOT USED.

AGGREGATE BASE COURSE COMPACTED TO AT

LEAST 100 PERCENT MAXIMUM DENSITY AS

DETERMINED IN ACCORDANCE WITH THE

SPECIFICATIONS.

AGGREGATE BASE COURSE FOR RIGID PAVEMENT

COMPACTED TO AT LEAST 95 PERCENT MAXIMUM

DENSITY AS DETERMINED IN ACCORDANCE WITH

THE SPECIFICATIONS.

NOT USED.

NOT USED.

NOT USED.

SUBGRADE COMPACTED TO AT LEAST 95 PERCENT

MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE

WITH THE SPECIFICATIONS.

SUBGRADE COMPACTED TO AT LEAST 90 PERCENT

MAXIMUM DENSITY AS DETERMINED IN ACCORDANCE

WITH THE SPECIFICATIONS.

NOT USED.

SEE JOINT SEALANT DETAILS ON SHEET B-501.

NOT USED

#4 @ 12" OCEW

NOT USED

DOWEL 16" x �" DIA @ 12" OC

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

B J

O R

D A

N

5 11

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

A L

B U

Q U

E R

Q U

E

N

X

IC

O

Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

S

D R

A

R E

V

IE

W

D A

T E

C H

IE

F

1 2 3 4 5

S O

L

C O

N T

R A

B

A

C

D D

C

B

A

C A

N N

R

O V

IS

N

X

IC

O

S

U

R

K

E

Q Z

J U

N E

W

P P

R

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

THE UNIFIED SOIL CLASSIFICATION SYSTEM

GW

GP

GM

GC

SW

SP

SM

SC

ML

CL

OL

MH

CH

OH

Pt

CLEAN GRAVELS:

LESS THAN 5% FINER

THAN No. 200 SIEVE

CLEAN SANDS:

LESS THAN 5% FINER

THAN No. 200 SIEVE

GRAVEL WITH FINES:

MORE THAN 12%

FINER THAN

No. 200 SIEVE

PI - BELOW A - LINE

PI - ABOVE A - LINE

PI - BELOW A - LINE

PI - ABOVE A - LINE

SILTS & CLAYS:

LIQUID LIMIT LESS

THAN 50

SILTS & CLAYS:

LIQUID LIMIT GREATER

THAN 50

HIGHLY ORGANIC SOILS

C O

A R

A

IN

IL

M O

A N

T E

R

IA

R G

V E

MAJOR DIVISIONS CLASSIFICATION

GROUP

SYMBOL

GRAVELS:

MORE THAN 50%

OF COARSE PART

IS LARGER THAN

THE No. 4 SIEVE

SANDS:

MORE THAN 50%

OF COARSE PART

IS SMALLER THAN

THE No. 4 SIEVE

PI >7

PI <5

PI >7

PI <4

SAND WITH FINES:

MORE THAN 12% FINER

THAN No. 200 SIEVE

WELL GRADED GRAVEL, WELL GRADED GRAVEL WITH SAND

POORLY GRADED GRAVEL, POORLY GRADED GRAVEL WITH SAND

SILTY GRAVEL, SILTY GRAVEL WITH SAND

CLAYEY GRAVEL, CLAYEY GRAVEL WITH SAND

WELL GRADED SAND, WELL GRADED SAND WITH GRAVEL

POORLY GRADED GRAVEL, POORLY GRADED SAND WITH GRAVEL

SILTY SAND, SILTY SAND WITH GRAVEL

CLAYEY SAND, CLAYEY SAND WITH GRAVEL

F

A

IN

IL

M O

T E

R

IA

A L

L

V E

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

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

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

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

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

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

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

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

PEAT

GENERAL NOTES

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

B-701

D R

IL

L

G S

I

:1

W

S H

U T

E R

B

E A

S T

E R

C

L

IT

T L

E

6 11 c a

B p a d .d g n

B J

O R

D A

N

DRILLING LOG

ENG FORM 1836

(TRANSLUCENT)

weathering, etc., if significant)

(Drilling time, water loss,depth of

MAR 71

PROJECT

PREVIOUS EDITIONS ARE OBSOLETE.

HOLE NO.

REMARKS

COMPLETEDSTARTED

UNDISTURBEDDISTURBED

BURDEN SAMPLES TAKEN

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

16. DATE HOLE

14. TOTAL NUMBER CORE BOXES

13. TOTAL NO. OF OVER-

SHEETSOF

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

3. DRILLING AGENCY

2. LOCATION

1. PROJECT

DIVISION

(Coordinates or Station)

(As shown on drawing title

VERTICAL INCLINED DEG. FROM VERT.

ALBUQUERQUE DISTRICT

MOIST.

CONTENT

a b

LEGEND

c

CLASSIFICATION OF MATERIALS

(Description) d

BLOW

COUNTS

SPT TEST

BOX OR

SAMPLE

NO.

SOUTH PACIFIC

12. MANUFACTURER’S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

15. ELEVATION GROUND WATER

1.0 e f g h

LL/

PI

9. TOTAL DEPTH OF HOLE

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

4. HOLE NO.

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

DEPTH

(ft)

CA33B-AD-11-115.DGN

5 0

CME 75 with Automatic Hammer

Auger

Auger

File No.

GSI

AD-11-115and file number)

Greg Gallegos x

>11.5’

11.5’

41/4"id Hollow Stem Auger w/ 1 3/8"id x 2’-0" Split Spoon

7/29/11 7/29/11 n/a

SPT 1

Drive=1.5’ Recovery=1.2’

SPT 3

Drive=1.5’ Recovery=1.5’

SPT 2

Drive=1.5’ Recovery=1.1’

SPT 4

Drive=1.5’ Recovery= 1.0’

SPT 5

Drive=1.5’ Recovery=1.35’

Not encountered

AD-11-115

AD-11-115Hole No.

5.2

6.4

6.4

6.2

8.9

Ray Mascareno

CAFB FY12 SOF AC130 Squad Ops

B

A

C

D

E

7/29/11

34.378383246, -103.3100106

24/

21/

28/

24/

22/

Auger - 4-1/4"id Hollow Stem

SANDY LEAN CLAY - CL

BROWN

DAMP

organics 2.5-4’

SANDY SILTY CLAY CL-ML

DAMP

BROWN

SILTY CLAYEY SAND SC-SM

DAMP

REDDISH BROWN

11.5’ Bottom of Hole No auger refusal, No groundwater encountered

SILTY CLAYEY SAND - SC-SM

DAMP

BROWN

organics

CAFB FY12 SOF AC130 SquadOps

DRILLING LOG

ENG FORM 1836

(TRANSLUCENT)

weathering, etc., if significant)

(Drilling time, water loss,depth of

MAR 71

PROJECT

PREVIOUS EDITIONS ARE OBSOLETE.

HOLE NO.

REMARKS

COMPLETEDSTARTED

UNDISTURBEDDISTURBED

BURDEN SAMPLES TAKEN

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

16. DATE HOLE

14. TOTAL NUMBER CORE BOXES

13. TOTAL NO. OF OVER-

SHEETSOF

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

3. DRILLING AGENCY

2. LOCATION

1. PROJECT

DIVISION

(Coordinates or Station)

(As shown on drawing title

VERTICAL INCLINED DEG. FROM VERT.

ALBUQUERQUE DISTRICT

MOIST.

CONTENT

a b

LEGEND

c

CLASSIFICATION OF MATERIALS

(Description) d

BLOW

COUNTS

SPT TEST

BOX OR

SAMPLE

NO.

SOUTH PACIFIC

12. MANUFACTURER’S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

15. ELEVATION GROUND WATER

1.0 e f g h

LL/

PI

9. TOTAL DEPTH OF HOLE

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

4. HOLE NO.

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

DEPTH

(ft)

CA33B-AD-11-116.DGN

5 0

Auger

File No.

GSI

AD-11-116and file number)

Greg Gallegos x

>11.5’

11.5’

41/4"id Hollow Stem Auger w/ 1 3/8"id x 2’-0" Split Spoon

7/29/11 7/29/11 n/a

SPT 1

Drive=1.5’ Recovery=1.3’

SPT 3

Drive=1.5’ Recovery=1.3’

SPT 2

Drive=1.5’ Recovery=1.0’

SPT 4

Drive=1.5’ Recovery= 1.4’

. SPT 5

Drive=1.5’ Recovery=1.4’

Not encountered

AD-11-116

AD-11-116Hole No.

4.5

8.1

3.7

4.6

4.5

Ray Mascareno

CAFB FY12 SOF AC130 Squad Ops

B

A

C

D

E

SANDY CLAY - SC

DAMP

REDDISH BROWN

organics

SANDY SILTY CLAY CL-ML

CALICHE

DAMP

BUFF

34.378501565, -103.3098649

SANDY SILTY CLAY - CL-ML

DAMP

BROWN

organics

NV/

NP

NV/

NP

22/

27/

22/

Auger - 4-1/4"id Hollow Stem

CAFB FY12 SOF AC130 SquadOps

11.5’ Bottom of Hole No auger refusal, No groundwater encountered

SILTY SAND - SM

DAMP

REDDISH BROWN

caliche nodules

DRILLING LOG

ENG FORM 1836

(TRANSLUCENT)

weathering, etc., if significant)

(Drilling time, water loss,depth of

MAR 71

PROJECT HOLE NO.

REMARKS

COMPLETEDSTARTED

UNDISTURBEDDISTURBED

BURDEN SAMPLES TAKEN

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

16. DATE HOLE

14. TOTAL NUMBER CORE BOXES

13. TOTAL NO. OF OVER-

SHEETSOF

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

3. DRILLING AGENCY

2. LOCATION

1. PROJECT

DIVISION

(Coordinates or Station)

(As shown on drawing title

VERTICAL INCLINED DEG. FROM VERT.

ALBUQUERQUE DISTRICT

MOIST.

CONTENT

a b

LEGEND

c

CLASSIFICATION OF MATERIALS

(Description) d

BLOW

COUNTS

SPT TEST

BOX OR

SAMPLE

NO.

SOUTH PACIFIC

12. MANUFACTURER’S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

15. ELEVATION GROUND WATER

1.0 e f g h

LL/

PI

9. TOTAL DEPTH OF HOLE

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

4. HOLE NO.

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

DEPTH

(ft)

CA33B-AD-11-117.DGN

5 0

Auger

File No.

GSI

AD-11-117and file number)

Greg Gallegos x

>11.5’

11.5’

41/4"id Hollow Stem Auger w/ 1 3/8"id x 2’-0" Split Spoon

7/29/11 7/29/11 n/a

SPT 1

Drive=1.5’ Recovery=1.25’

Auger - 4-1/4"id Hollow Stem

SPT 3

Drive=1.5’ Recovery=1.3’

SPT 2

Drive=1.5’ Recovery=1.2’

SPT 4

Drive=1.5’ Recovery= 1.4’

SPT 5

Drive=1.5’ Recovery=1.35’

Not encountered

AD-11-117

AD-11-117Hole No.

6.1

4.2

5.5

3.5

4.0

Ray Mascareno

CAFB FY12 SOF AC130 Squad Ops

B

A

C

D

E

PREVIOUS EDITIONS ARE OBSOLETE.

34.378634321, -103.3101478

11.5’ Bottom of Hole No auger refusal, No groundwater encountered

SILTY SAND - SM

DAMP

BROWN

organics caliche nodules from 2.5-4’

CLAYEY SAND - SC

CALICHE

DAMP

BUFF TO REDDISH BROWN

caliche nodules

CLAYEY SILTY SAND - SC-SM

DAMP

BROWN

caliche nodules

SILTY SAND - SM

DAMP

REDDISH BROWN

caliche nodules

CAFB FY12 SOF AC130 SquadOps

20/

19/

26/

22/

NV/

NP

DRILLING LOG

ENG FORM 1836

(TRANSLUCENT)

weathering, etc., if significant)

(Drilling time, water loss,depth of

MAR 71

PROJECT HOLE NO.

REMARKS

COMPLETEDSTARTED

UNDISTURBEDDISTURBED

BURDEN SAMPLES TAKEN

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

16. DATE HOLE

14. TOTAL NUMBER CORE BOXES

13. TOTAL NO. OF OVER-

SHEETSOF

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

3. DRILLING AGENCY

2. LOCATION

1. PROJECT

DIVISION

(Coordinates or Station)

(As shown on drawing title

VERTICAL INCLINED DEG. FROM VERT.

ALBUQUERQUE DISTRICT

MOIST.

CONTENT

a b

LEGEND

c

CLASSIFICATION OF MATERIALS

(Description) d

BLOW

COUNTS

SPT TEST

BOX OR

SAMPLE

NO.

SOUTH PACIFIC

12. MANUFACTURER’S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

15. ELEVATION GROUND WATER

1.0 e f g h

LL/

PI

9. TOTAL DEPTH OF HOLE

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

4. HOLE NO.

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

DEPTH

(ft)

CA33B-AD-11-118.DGN

5 0

Auger

File No.

GSI

AD-11-118and file number)

Greg Gallegos x

>11.5’

11.5’

41/4"id Hollow Stem Auger w/ 1 3/8"id x 2’-0" Split Spoon

7/29/11 7/29/11 n/a

SPT 1

Drive=1.5’ Recovery=1.3’

Auger - 4-1/4"id Hollow Stem

SPT 3

Drive=1.5’ Recovery=1.3’

SPT 2

Drive=1.5’ Recovery=1.1’

SPT 4

Drive=1.5’ Recovery= 1.5’

. SPT 5

Drive=1.5’ Recovery=1.5’

11.5’ Bottom of Hole No auger refusal, No groundwater encountered

Not encountered

AD-11-118

AD-11-118Hole No.

6.8

6.2

5.6

3.5

3.6

Ray Mascareno

CAFB FY12 SOF AC130 Squad Ops

B

A

C

D

E

PREVIOUS EDITIONS ARE OBSOLETE.

CLAYEY SILTY SAND - SC-SM

DAMP

BROWN

organics

SANDY LEAN CLAY - CL

DAMP

REDDISH BROWN

organics

SANDY LEAN CLAY - CL

CALICHE

DAMP

BUFF TO REDDISH BROWN

caliche nodules

CLAYEY SILTY SAND - SC-SM

CALICHE

DAMP

BUFF

CLAYEY SILTY SAND - SC-SM

DAMP

REDDISH BROWN

caliche nodules

34.378658253, -103.3103555

CAFB FY12 SOF AC130 SquadOps

US Army Corps of Engineers

D e s c r ip t io n D a t e

A p p r

M a r k

2 3 4 5

U .S

A R

G

IN

E

T R

IC

T

C O

R

G

IN

E E

R S

A L

B U

Q U

E R

Q U

E

N

X

IC

O

Albuquerque District

SHEET NO.

OF

SEQUENCE NO.

e c id e n t s e le r a n c e

F m e

P lo t

D a t e

P lo t

S c a le

D E

S

D R

A

R E

V

IE

W

D A

T E

C H

IE

F

1 2 3 4 5

S O

L

C O

N T

R A

B

A

C

D D

C

B

A

C A

N N

R

O V

IS

N

X

IC

O

S

U

R

K

E

Q Z

J U

N E

W

P P

R

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

GENERAL NOTES

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

B-702

D R

IL

L

G S

II

:1

W

S H

U T

E R

B

E A

S T

E R

C

L

IT

T L

E

7 11 c a

B p a d .d g n

B J

O R

D A

N

DRILLING LOG

ENG FORM 1836

(TRANSLUCENT)

weathering, etc., if significant)

(Drilling time, water loss,depth of

MAR 71

PROJECT

PREVIOUS EDITIONS ARE OBSOLETE.

HOLE NO.

REMARKS

COMPLETEDSTARTED

UNDISTURBEDDISTURBED

BURDEN SAMPLES TAKEN

19. NAME(S) OF INSPECTOR(S)

18. TOTAL CORE RECOVERY FOR BORING

17. ELEVATION TOP OF HOLE

16. DATE HOLE

14. TOTAL NUMBER CORE BOXES

13. TOTAL NO. OF OVER-

SHEETSOF

SHEETINSTALLATION

8. DEPTH DRILLED INTO ROCK

7. THICKNESS OF OVERBURDEN

6. DIRECTION OF HOLE

5. NAME OF DRILLER

3. DRILLING AGENCY

2. LOCATION

1. PROJECT

DIVISION

(Coordinates or Station)

VERTICAL INCLINED DEG. FROM VERT.

ALBUQUERQUE DISTRICT

MOIST.

CONTENT

a b

LEGEND

c

CLASSIFICATION OF MATERIALS

(Description) d

BLOW

COUNTS

SPT TEST

BOX OR

SAMPLE

NO.

SOUTH PACIFIC

12. MANUFACTURER’S DESIGNATION OF DRILL

10. SIZE AND TYPE OF BIT

15. ELEVATION GROUND WATER

1.0 e f g h

LL/

PI

9. TOTAL DEPTH OF HOLE

11. DATUM FOR ELEVATION SHOWN (TBM or MSL)

4. HOLE NO.

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

19.0

20.0

21.0

22.0

DEPTH

(ft)

File No.

GSI

AD-11-144and file number)

Greg Gallegos x

>41.5’

41.5’

41/4"id Hollow Stem Auger w/ 1 3/8"id x 2’-0" Split Spoon

8/18/11 8/18/11 n/a

SPT 1

Drive=1.5’ Recovery=1.5’

B-1

B-2

SPT 3

Drive=1.5’ Recovery=1.5’

SPT 2

Drive=1.5’ Recovery=1.5’

Jennifer Denzer

SPT 4

Drive=1.5’ Recovery= 1.1’

B-4

0.7’

B-5

SPT 5

Drive=1.4’ Recovery=1.4’

Not encountered

CAFB FY12 SOF AC130 Squad Ops AD-11-144

B-3

AD-11-144

Auger - 4-1/4"id Hollow Stem

Auger

SPT 6

Drive=1.5’ Recovery=1.5’

B-64

SPT 7

Drive=1.5’ Recovery=1.5’

SPT 8

Drive=1.0’ Recovery=1.0’

B-7

B-8

Auger

Auger

Auger

Auger

(As shown on drawing title

Hole No.

1.2’

LEAN CLAY, DK BROWN,

DAMP, (topsoil)

LEAN CLAY, DRY, TAN

50/.4’

6.3’

16.3’

SILTY CLAYEY SAND - SC-SM

DRY

DARK GRAYISH BROWN

25/7

24/

5.8

7.9

6.7

5.6

5.5

SILTY CLAYEY SAND - SC-SM

DRY-DAMP

REDDISH BROWN

CLAYEY SAND - SC

DRY

TAN

23/

28/

20/

27/

SILTY CLAYEY SAND - SC-SM

DAMP

ORANGISH BROWN

very silty

SILTY CLAYEY SAND - SC-SM

DRY - DAMP

TAN

chalk like, silty

7.0

6.3

7.2

22/

23/

SANDY LEAN CLAY - CL

DAMP

ORANGISH BROWN

very silty

SANDY LEAN CLAY - CL

DRY-DAMP

REDDISH BROWN

silty

SILTY CLAYEY SAND w/

GRAVEL - SC-SM

DRY

TAN

occ gravel

34.378432488, -103.31122913

CAFB FY12 SOF AC130 Squad Ops

CA33B-AD-11-144pg1.DGN Hole No.File No.

DRILLING LOG CONT. SHEET

SHEETSOF

SHEET 2

INSTALLATIONDIVISION

SOUTH PACIFIC ALBUQUERQUE DISTRICT

1. PROJECT 2. LOCATION (Coordinates or Station)

ENG FORM 1836

(TRANSLUCENT)

weathering, etc., if significant)

(Drilling time, water loss,depth of

PROJECT

PREVIOUS EDITIONS ARE OBSOLETE.

HOLE NO.

REMARKS

a b

DEPTH LEGEND

c

CLASSIFICATION OF MATERIALS

(Description) d e f g i

LL/

PI

MOIST.

CONTENT

BLOW

COUNTS

SPT TEST

BOX OR

SAMPLE

NO.

SPA REV JAN 2010

NOTE: SOIL DESCRIPTIONS

OBTAINED FROM CUTTINGS

AT DEPTHS INDICATED

LETTER CLASSIFICATION

BASED ON LABORATORY

CLASSIFICATION (ASTM D-2487)

3. NAME(S) OF INSPECTOR(S)

CAFB FY12 SOF AC130 Squad Ops

AD-11-144

Jennifer Denzer

B-9

B-10

AD-11-144CAFB FY12 SOF AC130 Squad Ops

B-11

SPT 12

Drive: 1.5’

Recovery: 1.5’

B-12

508.1

7.9

6.8

5.0

CA33B-AD-11-144pg2.DGN

Auger 4-1/4" id hollow stem

SILTY CLAYEY SAND - SC-SM

DRY - DAMP

TAN

chalk like, silty

SPT 9

Drive:0.5’, Recovery: 0.5’

Auger

24/6

NV/

NP

NV/

NP

50 SPT 11

Drive:0.5’, Recovery: 0.5’

SPT 10

Drive: 1.5’ Recovery: 1.5’

SILTY SAND - SM

DAMP

ORANGE

41.5’ Bottom of Hole At planned depth, no auger refusal No groundwater encountered Backfilled with cuttings

SILTY…