FY-12 SOF C-130 Squad Ops RTA Combined 11x17.pdf

PDF 41 MB Posted Jun 29, 2012

Attached to: SOURCES SOUGHT SYNOPSIS: FY12 SQUADRON OPERATIONS FACILITY I AND FY12 SQUADRON OPERATIONS FACILITY II, CANNON AIR FORCE BASE, CURRY COUNTY, NEW MEXICO
Solicitation number: W912PP-12-R-0003
Issued by: Department of the Army Corps of Engineers Engineering District Albuquerque

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11 X 17 Drawing Package 3

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File	Type	Posted
FY-12 C-130 Squad Ops Parking Design RTA 11x17.pdf	PDF	Jun 29, 2012
FY-12 AC-130 Sq Ops	—	Jun 29, 2012
FY-12 AC-130 Sq Ops	—	Jun 29, 2012
W912PP-12-R-0003 V2.pdf	PDF	Jun 29, 2012
W912PP-12-R-0003 V1.pdf	PDF	Jun 29, 2012

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INDEX OF DRAWINGS

MECHANICAL

ARCHITECTURAL

TITLESEQ.

ELECTRICAL

GENERAL

FIRE PROTECTION

PLUMBING

CIVIL

SHEET TITLESEQ. SHEET

G-002

F A

D E

C T

C .O .E

TITLESEQ. SHEET

C A

G .d g n

L-10126

LANDSCAPING

L-102

L-501

LANDSCAPE PLAN

IRRIGATION PLAN

LANDSCAPE DETAILS

C-101

C-501

C-502

C-503

C-504

SITE PLAN

UTILITY PLAN

SITE DETAILS I

SITE DETAILS II

GAS AND SANITARY SEWER DETAILS

C-103

C-107

WATER LINE DETAILS

C-102 DEMOLITION PLAN

FX101

FX102

FX501

FIRST FLOOR FIRE PROTECTION PLAN

SECOND FLOOR FIRE PROTECTION PLAN

FIRE PROTECTION DETAILS

FA601

FA101

FA102

FIRE ALARM PLAN - FIRST FLOOR

FIRE ALARM PLAN - SECOND FLOOR

FIRE ALARM/MASS NOTIFICATION SYSTEM RISER DIAGRAM

STRUCTURAL

S-101

S-001

S-002

S-003

S-004

S-005

FOUNDATION PLAN AREA ’A’S-102

FOUNDATION PLAN AREA ’B’S-103

S-104

S-403

S-105

S-404

49 S-405

TYPICAL FOUNDATION DETAILS

STRUCTURAL NOTES AND TYPICAL DETAILS

MASONRY NOTES AND TYPICAL DETAILS

STRUCTURAL STUD WALL NOTES AND TYPICAL DETAILS

34 S-006 TYPICAL FRAMING DETAILS

35 S-007 STRUCTURAL QUALITY ASSURANCE PROGRAM

FOUNDATION AND GENERAL STRUCTURAL NOTES

S-10641

STRUCTURAL CONT’D

C-104 GRADING PLAN

HIGH ROOF FRAMING PLAN

42 S-201 FRAMING ELEVATIONS

45 S-401

S-40246

S-70156

SECOND FLOOR AND LOWER ROOF FRAMING PLAN AREA ’B’

AUDITORIUM STAGE PLANS AND SECTIONS

ENLARGED STAIR PLANS AND SECTIONS

ENLARGED ENTRY PLANS AND DETAILS

S-602--

S-60154

GEOTECHNICAL

B-101

B-102

B-301

21 B-702

PAVEMENT SITE PLAN

SUBSURFACE INVESTIGATION PLAN

B-103 JOINT LAYOUT PLAN

PAVEMENT SECTIONS

PAVEMENT DETAILS

DRILLING LOGS I

DRILLING LOGS II

DRILLING LOGS III

B-704 DRILLING LOGS IV

B-501

B-701

B-703

24 B-705 DRILLING LOGS V

25 B-706 DRILLING LOGS VI

OVERALL DIMENSION AND SLAB CONTROL JOINT PLAN

SECOND FLOOR AND LOWER ROOF FRAMING PLAN AREA ’A’

PROJECT LOCATION MAP, VICINITY MAP, AND BENCHMARK DATA

C-106 SPOT ELEVATION PLAN

C-301 STORM DRAIN AND SEWER PROFILES

INDEX OF DRAWINGS AND SYMBOL LEGEND

COVER SHEET

G-002

G-001

M B

O L

G E

N D

A W

G S

C-105 PAVEMENT MARKING PLAN AND MECHANICAL YARD GRADING PLAN

TITLE

SCALE: ..."=1’-0"

SHT

CALL-OUT

DETAIL

ENLARGED

CALL-OUT

DETAIL

SECTION

CALL-OUT

DETAIL

ELEVATION

TITLE

DRAWING

SYMBOL LEGEND

P-601

P-503

P-502

P-501

P-406

P-405

P-404

P-403

P-402

P-401

P-102

P-101

P-001

PLUMBING SCHEDULES

PLUMBING DETAILS III

PLUMBING DETAILS II

PLUMBING DETAILS I

ENLARGED MECHANICAL ROOM PLUMBING PLAN

ENLARGED SECOND FLOOR RESTROOM PLAN AND RISER DIAGRAM

BREAK ROOM AND RESTROOM RISER DIAGRAMS

ENLARGED BREAK ROOM AND RESTROOM PLAN

FIRST FLOOR MAIN RESTROOM RISER DIAGRAMS

ENLARGED FIRST FLOOR MAIN RESTROOM PLAN

SECOND FLOOR PLUMBING PLAN

FIRST FLOOR PLUMBING PLAN

PLUMBING LEGEND

FRAMING ELEVATIONSS-20243

S-20344 BLAST FRAME ELEVATION AND DETAILS

TRELLIS PLAN AND DETAILS

S-40650 MECHANICAL YARD PLAN AND DETAILS

S-40751 ROOF PLATFORM PLANS AND DETAILS

S-50152 FOUNDATION SECTIONS

S-50253 BOX CULVERT SECTIONS AND DETAILS

BASEPLATE AND FOOTING SCHEDULES AND BASEPLATE DETAILS

BRACE FRAME AND MOMENT FRAME CONNECTION SCHEDULE AND DETAILS

S-70257

FRAMING SECTIONS AND DETAILS

FRAMING SECTIONS AND DETAILSS-70358

S-704 FRAMING SECTIONS AND DETAILS59

S-705 FRAMING SECTIONS AND DETAILS60

S-706 FRAMING SECTIONS AND DETAILS61

S-70762 MISCELLANEOUS SECTIONS AND DETAILS

M-704

M-703

M-702

M-701

M-603

M-602

M-601

M-503

M-502

M-501

M-402

M-401

M-104

M-103

M-102

M-101

M-001

SPLIT SYSTEM AND CRAC UNIT CONTROLS

HVAC SYSTEM CONTROLS

VAV AIR HANDLING SYSTEM CONTROLS

HYDRONIC SYSTEM CONTROLS

HVAC SCHEDULES III

HVAC SCHEDULES II

HVAC SCHEDULES I

DETAILS III

DETAILS II

DETAILS I

ENLARGED MECHANICAL ROOM SECTION PLAN

ENLARGED MECHANICAL ROOM PLAN

HYDRONIC PLAN - SECOND FLOOR

HYDRONIC PLAN - FIRST FLOOR

HVAC PLAN - SECOND FLOOR

HVAC PLAN - FIRST FLOOR

HVAC LEGENDS

ARMORY PLAN, ENTRY CANOPY PLANS AND SECTIONS

OR DETAIL IS DRAWN.

WHERE THE DRAWING

REFERS TO THE SHEET

IN ALL CASES, "SHT"

WHERE IT IS DRAWN.

DETAIL ON THE SHEET

OF THE DRAWING OR

"X" IS THE UNIQUE ID

A-605

A-604

A-603

A-602

A-601

A-505

A-504

A-503

A-502

A-501

A-404

A-403

A-402

A-401

A-305

A-304

A-303

A-302

A-301

A-202

A-201

A-107

A-106

A-105

A-104

A-103

A-102

A-101

A-100

AG001

EY502

EY501

EY102

EY101

ET504

ET503

ET502

ET501

ET102

ET101

EP605

EP604

EP603

EP602

EP601

EP104

EP103

EP102

EP101

EL601

EL502

EL501

EL102

EL101

EG601

EG502

EG501

EG102

EG101

ES502

ES501

ES101

E-002

E-001

ACCESS CONTROL SYSTEM DIAGRAM SHEET II

ACCESS CONTROL SYSTEM DIAGRAM SHEET I

SPECIAL SYSTEMS PLAN 2ND FLOOR

SPECIAL SYSTEMS PLAN 1ST FLOOR

IT LAN & TELEPHONE DETAILS SHEET II

IT LAN & TELEPHONE DETAILS SHEET I

COMMUNICATIONS DETAILS SHEET II

COMMUNICATIONS DETAILS SHEET I

COMMUNICATIONS PLAN 2ND FLOOR

COMMUNICATIONS PLAN 1ST FLOOR

PANEL SCHEDULE SHEET III

PANEL SCHEDULE SHEET II

PANEL SCHEDULE SHEET I

ELECTRICAL EQUIPMENT SCHEDULE

ONE-LINE DIAGRAM

MECHANICAL POWER PLAN 2ND FLOOR

MECHANICAL POWER PLAN 1ST FLOOR

POWER PLAN 2ND FLOOR

POWER PLAN 1ST FLOOR

LIGHTING FIXTURE SCHEDULE

LIGHTING DETAILS SHEET II

LIGHTING DETAILS SHEET I

LIGHITNG PLAN 2ND FLOOR

LIGHTING PLAN 1ST FLOOR

GROUNDING DIAGRAM

GROUNDING DETAILS SHEET II

GROUNDING DETAILS SHEET I

LIGHTNING PROTECTION PLAN

GROUNDING PLAN

SITE DETAILS SHEET II

SITE DETAILS SHEET I

SITE PLAN

DEVICE TYPICAL PLACEMENT

ELECTRICAL LEGEND

***FOR INFORMATION ONLY*** SECOND FLOOR DOOR HARDWARE FUNCTIONS

***FOR INFORMATION ONLY*** FIRST FLOOR DOOR HARDWARE FUNCTIONS

DOOR/FRAME/WINDOW SCHEDULE AND TYPES

SECOND FLOOR ROOM FINISH PLAN, AND MATERIAL AND FINISH SCHEDULE

FIRST FLOOR ROOM FINISH PLAN AND ROOM FINISH SCHEDULE

CABINETRY SECTIONS

MECHANICAL YARD/SCREEN WALL PLAN, ELEVATIONS, AND DETAILS

DOOR AND WINDOW DETAILS

ACCESSIBILITY AND MISCELLANEOUS DETAILS

ENLARGED STAIR PLANS

ENLARGED PLANS AND ELEVATIONS

PARTITION TYPES

ENTRY CANOPY SECTIONS AND MISCELLANEOUS DETAILS

WALL SECTIONS

BUILDING SECTIONS

EXTERIOR ELEVATIONS

SECOND FLOOR SIGNAGE AND FURNISHINGS PLAN

FIRST FLOOR SIGNAGE AND FURNISHINGS PLAN

ROOF PLAN AND DETAILS

SECOND FLOOR REFLECTED CEILING PLAN

FIRST FLOOR REFLECTED CEILING PLAN

SECOND FLOOR PLAN

FIRST FLOOR PLAN

LIFE SAFETY PLANS AND CODE ANALYSIS

LEGEND, SYMBOLS AND PATTERNS

ARCHITECTURAL ABBREVIATIONS, GENERAL NOTES,

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

B U

Q U

E R

Q U

C O

R P

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

SEQUENCE NO.

e r o

A c c id e n t s e

T le r a n c e

F il e a m e

P lo t

D a t e

P lo t

S c a le

D E

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

7228 7226

72047202

L O

O P

C A

R O

C O

U R

A H

7229 7227 7225 72

A L

A B

A M

A720572037201

75317533

750575037501

IOWA

S T R E E T

F L

O R

O P

OREGON CT

75027500

1 7

C H

A M

A U

R E

E T

M A

C T

M O

N T

O P

T E

N N

E S S

7102 7100

057103

J A

A T

H T

STATE ROAD 277

B U

R L I N

G T

R T

H E

U .S

H I G

H W

A Y

B U

R L I N

G T

R T

H E

U .S

H I G

H W

A Y

2 7

0 7

4 7712

V B

7 78

ALASK

TOT LOT

C T

DELAW

ARE

SCALE: 1"=600’

0 600’ 1200’ 1800’

PROJECT LOCATION MAP

VICINITY MAP

U .S

H W

NOT TO SCALE

B U

R L

G T

R T

H E

CONTROL POINT TABLE

BENCHMARK

4286.90’

4279.46’

4267.17’

ELEVATION

G E

N E

E E

C T

A L

A N

C-101

EAST PERIMETER RD.

OLD RUNWAY (UNUSED)

S O

E T

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

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

CP-150

1 12

S O

L A

N O

S O

L A

N O c a c .d g n

N C

H M

T A

P R

O J E

C A

U .S

H I G

H W

A Y

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’

30 GPM.

ONE TIME (FROM ALL CONNECTIONS) TO

WITHDRAWN FROM THE SYSTEM AT ANY

LIMIT THE TOTAL FLOW RATE

VALVE AT EACH CONNECTION POINT TO

CONTRACTOR SHALL PROVIDE A CONTROL

THE CONTRACTING OFFICER. THE

WATER SHALL BE COORDINATED WITH

WATER SYSTEM FOR CONSTRUCTION

UTILTIY PLAN. CONNECTIONS TO THE

PROJECT SITE ARE ILLUSTRATED IN THE

POTABLE WATER LINES NEAREST THE

5. THE APPROXIMATE LOCATION OF

=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

SITE NOTES

TO BUILDING SITE

CONT. ACCESS ROUTE

RECLAIMED WASTEWATER BASIN

CONTRACTORS ACCESS ROUTE TO

TREATMENT PLANT

BASE WASTEWATER

WASTEWATER BASIN

9 MIL GAL RECLAIMED

BLDG 2209

PASS / ID OFFICE

VISITOR CENTER

LOCATION

PROJECT

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

CANNON AFB

CP-103

THIS SHEET.

SEE DETAIL

STAGING AREA.

CONTRACTOR’S

COMPOUND

STAGING AREA

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

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

L V

SS-10" SS-10"

S S

FM-4"

G-6"G-6"

FM-4"

F M

W-12" W-12"

SS-10"

G-4"

G-6"

G-4"

A W

U E

A S

R A

S R

U E

ASR

C C

UEUE

RST

A F O

U E

E 850,113.2

N 1,230,310.1

BLDG. CORNER

FM-4"

F M

60’15’ 30’ 90’0’

1" = 30’

PLAN

C-102

S O

L A

N O

S O

L A

N O

A L

A N

c a c .d g n

FACILITY-RECAP

SOF SQUAD OPS

D E

M O

A N

DEMOLITION PLAN

SCALE: 1"=30’

GENERAL DEMOLITION NOTES

LEGEND

EXISTING FLEXIBLE PAVEMENT

(2 1/2" THICK) AND SUBBASE

(13" THICK) TO BE REMOVED

NEW BUILDING

EXIST. WATER LINE

EXIST. SAN. SEW. LINE

EXIST. GAS LINE

ELECT. LINE

EXIST. VALVE

EXIST. FIRE HYDRANT

EXIST. MANHOLE/VAULT

EXIST. CAPPED LINE

(175 SQ FT–)

FACILITY

SQUAD OPS

SOF C-130

EXIST. UNDERGROUND COMM.

DUCT BACK

EXISTING FLEXIBLE PAVEMENT

EXISTING FLEXIBLE PAVEMENT69’

ABANDONED WATER LINE

EXIST. UNDERGROUND

2 BAY HANGAR

EXIST. ELECT. TRANSFORMER

FM EXIST. SAN. SEW. FORCE MAIN

FIBER OPTIC LINE

EXIST. ABANDONED UNDERGROUND

NEW BUILDING (NIDS)

ASR

EXIST. UNDERGROUND AIRPORT

SURVEILLANCE RADAR LINE

DEMOLITION.

SET FOR CORRESPONDING

SEE ASSOCIATED DRAWING

PROJECT CZQZ083016-NIDS.

FACILITY-RECAP WITHIN

NEW SOF SQUAD OPS

CORRESPONDING DEMOLITION.

AREA DRAWING SET FOR

SEE SOF C-130 SQUAD OPS PARKING

SITE FEATURES WITHIN THIS PROJECT.

NEW PARKING AREA AND ASSOCIATED

(PROJECT CZQZ083016).

FACILITY-RECAP DRAWING SET

IS INCLUDED IN THE SOF SQUAD OPS

BUT ASSOCIATED CONSTRUCTION DATA

THAT ARE WITHIN THIS CONTRACT,

SET". NIDS INDICATES NEW ITEMS

TRANSLATES TO "NOT IN DRAWING

NIDS (SEE LEGEND AND/OR PLAN)

LINE DEMOLITION INFORMATION.

ELECTRICAL LINE AND COMMUNICATION

REFER TO ELECTRICAL DRAWINGS FOR

NEW UTILITIES.

RELATED TO THE INSTALLATION OF

FLEXIBLE PAVEMENT TO BE REMOVED

EXACT LOCATION OF RIGID AND

REFER TO THE UTILITY PLAN FOR

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

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

EXISTING BUILDING

REMOVED (380’)

FIBER OPTIC. LINE TO BE

EXIST. ABANDONED UNDERGROUND

G E

N E

E E

C T

2 12

2BAY HANGAR

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

L V

E 850,113.2

N 1,230,310.1

BLDG. CORNER

LEGEND

60’15’ 30’ 90’0’

1" = 30’

SCALE: 1"=30’

SITE PLAN C-103

A N

S O

L A

N O

S O

L A

N O

A L

A N

c a c .d g n

EXISTING ASPHALT ROAD

NEW STOP SIGN

EXISTING ASPHALT ROAD

NEW HMAC PAVEMENT

Y P

TRANSITION

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

50’

PROJECT CZQZ073021 - NIC

(NEW PARKING AREA) WITHIN

CONCURRENT CONSTRUCTION

SEE NOTE 2 THIS SHEET.

NEW STOP BAR STRIPING.

15.12’

- NIC

WITHIN PROJECT CZQZ063049

ASSOCIATED APPURTENANCES)

(NEW 2 BAY HANGAR/AMU, AND

CONCURRENT CONSTRUCTION

2 BAY HANGAR

Y P

E 849,755.98

N 1,230,809.72

BLDG. CORNER

GENERAL SITE NOTES

E 849,733.49

N 1,230,649.69

BLDG. CORNER

’B

22.5’B

53.5’B

38’

(TYP)

MECH.YARD

SCREENED

6’

4’

NEW 6" CONCRETE CURB AND GUTTER

BIO-SWALE

14’

R=5.5’

NEW PCC PAVEMENT

8.5’RAMP

7.25’

RECONFIGURATION

EXIST. DITCH

NEW MANHOLE (NIDS)

NEW BUILDING (NIDS)

AREA DRAWING SET.

SEE SOF C-130 SQUAD OPS PARKING

AND CMU WALL WITHIN THIS PROJECT.

ENTRANCE DRIVES, DUMPSTER, SIDEWALK,

NEW PARKING AREA AND ASSOCIATED

CONSTRUCTION.

SET FOR CORRESPONDING

SEE ASSOCIATED DRAWING

PROJECT CZQZ083016 - NIDS.

NEW PARKING AREA WITHIN

CONSTRUCTION.

SET FOR CORRESPONDING

SEE ASSOCIATED DRAWING

PROJECT CZQZ083016-NIDS.

FACILITY - RECAP WITHIN

NEW SOF SQUAD OPS

PROJECT CZQZ073021-NIC.

(NEW GPMX FACILITY) WITHIN

CONCURRENT CONSTRUCTION

DRAIN

SIDEWALK

3.12’

(TYP)

(TYP.)

INVERT

(TYP.)

INVERT

CHANNEL

TRAPAZOIDAL

CHANNEL

TRAPAZOIDAL

R=23.5’

Y P

R=12.75’

CONNECTION TYP)

SYSTEM’S TEST

THE SPRINKLER

DOWNSPOUT, & @

(@ EACH ROOF

SPLASH BLOCK

(TYP)

DRAIN

SIDEWALK

3’ WIDE

’B

8’

SLAB IS AT GRADE.

CULVERT (CBC). TOP

NEW CONC. BOX

PLAN

NEW MANHOLE/VAULT

THIS SHEET

SEE NOTE 13

(TYP)

C DRAIN

NEW STORM DRAIN INLET (NIDS)

24.5’ R=20.5’

R=25.5’

R=10.5’

R=20.5’

12’ R=25.5’

19.5’12’

2’ WIDE

STORM DRAIN PIPES

CENTERED WITH

6’X6’ CONC. COLLAR

28.45’

NEW BUILDING

EXISTING BUILDING

RST

NEW CONCRETE SIDEWALK, PAD,

OR STRUCTURE

3’ WIDE SIDE

SLOPE (TYP.)

5’ WIDE SIDE

SLOPE (TYP.)

PATIO

TRELLIS

6’

3’ (TYP)

10’

WIRE FABRIC.

BE REINFORCED WITH 6"X6"-W2.9XW2.9 WELDED

14. SIDEWALKS WITHIN THE MECHANICAL YARD SHALL

FACE OF MECH. YARD WALL.

13. BACK OF CURB TO BE FLUSH WITH EXTERIOR

INFORMATION.

12. SEE STRUCTURAL SHEETS FOR BOX CULVERT

DATA NOT SHOWN ON THIS SHEET.

11. SEE SHEET C-101 FOR BENCHMARK AND SURVEY

YARD INFORMATION.

10. SEE ARCHITECTURAL SHEETS FOR MECHANICAL

BUILDING.

THE NEW PCC PAVEMENT ADJACENT TO THE

PAVEMENT MARKING REQUIREMENTS WITHIN

9. REFER TO SHEET C-105 FOR ADDITIONAL

AND TRAPAZOIDAL CHANNAL HORIZONTAL CONTROL.

SYSTEM INFORMATION NOT SHOWN, AND FOR CBC

8. REFER TO THE GRADING PLAN FOR STORM DRAIN

INFORMATION.

7. SEE GEOTECHNICAL SHEETS FOR PAVEMENT

ROOF DOWNSPOUT THEY ARE CLOSEST TO.

BE LOCATED DIRECTLY ACCROSS FROM THE

6. SIDEWALK DRAINS NOT DIMENSIONED SHALL

OPENING LOCATIONS.

TO THE ARCHITECTURAL SHEETS FOR BUILDING

OPENING THAT THEY ARE ASSOCIATED WITH. REFER

SIDEWALKS SHALL BE CENTERED WITH THE BUILDING

5. UNLESS ILLUSTRATED OTHERWISE, STOOPS, AND

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

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

SET (PROJECT CZQZ083016).

IN THE SOF SQUAD OPS FACILITY-RECAP DRAWING

ASSOCIATED CONSTRUCTION DATA IS INCLUDED

ITEMS THAT ARE WITHIN THIS CONTRACT, BUT

"NOT IN DRAWING SET". NIDS INDICATES NEW

3. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES TO

EDITION.

DEVICES FOR STREETS AND HIGHWAYS, LATEST

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

PER U.S. DEPARTMENT OF TRANSPORTATION, ANSI

2. STOP SIGNS AND STOP BAR STRIPING SHALL BE

1. SEE SHTS. C-501 AND C-502 FOR SITE DETAILS.

CUT

2’ CURB

CUT

C CURB

DRAIN

SIDEWALK

G E

N E

E E

C T

3 12

FLUSH WITH PAVEMENT EDGE.

OF CBC. FACE OF CURB IS

8"x8" CURB CAST ON TOP

.27

72 72

71 71

72 72

73 73

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

S O

L A

N O

S O

L A

N O

A L

A N

C-104

G R

A D

A N c a c .d g n

SCALE: 1"=20’

GRADING PLAN

EXISTING ASPHALT ROAD

2 BAY HANGAR

- NIC

WITHIN PROJECT CZQZ063049

ASSOCIATED APPURTENANCES)

(NEW 2 BAY HANGAR/AMU, AND

CONCURRENT CONSTRUCTION

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

PROJECT CZQZ073021 - NIC

(NEW PARKING AREA) WITHIN

CONCURRENT CONSTRUCTION

MECH. YARD

SCREENED

LEGEND

74.80

FIN. FLOOR ELEV. = 4275.50

40’ 60’10’ 20’0’

GENERAL GRADING NOTES

START NEW DITCH SECTION

END DITCH TRANSITION

STA. 0+50

E 849,495.53

N 1,230,846.46

START DITCH TRANSITION

MATCH EXIST DITCH SECTION

STA. 0+00

E 849,739.78

N 1,230,606.90

BOX CULV. (NIDS)

CONNECT TO NEW

END CONC. BOX CULV.

STA. 3+42.12

OPS PARKING AREA DRAWING SET.

WITHIN THIS PROJECT. SEE SOF C-130 SQUAD

DRIVES, DUMPSTER, SIDEWALK, AND CMU WALL

NEW PARKING AREA AND ASSOCIATED ENTRANCE

GRADING.

SET FOR CORRESPONDING

SEE ASSOCIATED DRAWING

PROJECT CZQZ083016-NIDS.

FACILITY - RECAP WITHIN

NEW SOF SQUAD OPS

GRADING.

SET FOR CORRESPONDING

SEE ASSOCIATED DRAWING

PROJECT CZQZ083016-NIDS.

FACILITY - RECAP WITHIN

NEW SOF SQUAD OPS

74.75

74.50

75.20

75.48

74.50

74.75

74.00

75.00

74.65

74.50

74.00

70.36

74.70

74.60

74.66

74.6074.70

75.25

75.48

75.1075.48

74.25

74.50

INV.

75.48

74.50

75.48

75.40

MATCH EXISTING

74.41

73.70

73.50

70.66 INV. –

74.75

74.80 75.20

75.00

75.48

75.20

74.25

74.50

73.87

74.20

74.00 75.05 75.05

74.01

73.87

73.85

73.20

72.71

73.65

73.68

72.50

(CURB)

73.24

73.26

74.00

INVERT = 4271.00

BIO-SWALE

(NIDS)

73.00

(NIC)

72.45

72.67

72.30

72.00

71.50

71.93

74.6574.75

74.35

74.57

74.70

73.88

73.62

OTHERS (NIC)

DRAIN BY

NEW SIDEWALK

Jt75.00

JtJt

74.46

74.51

74.92Jt

73.00

74.36

74.32

L CHANNELC

E 849,563.47

N 1,230,795.05

73.00

73.00 E 849,602.62

N 1,230,741.43

CONC. BOX CULV.

SECTION, START

END NEW DITCH

STA. 1+50

73.00

CENTER LINE

NEW CHANNEL

L CHANNELC

E 849,628.16

N 1,230,861.01

73.00

L CHANNELC

E 849,644.49

N 1,230,861.17

CENTER LINE

NEW CHANNEL

E 849,712.46

N 1,230,885.68

CL CHANNEL

E 849,695.95

N 1,230,933.57

CL CHANNEL

73.37 73.37

73.15

73.60

72.94 73.60

73.83

74.25 74.15

Jt Jt

Jt74.38 Jt

75.00

74.92 Jt

E 849,696.26

N 1,230,901.57

CL CHANNEL

74.40

75.45

75.33

75.19

75.20

75.3275.34 75.27

75.40

75.52

75.38 75.16

74.84

74.15 74.07Jt73.00

73.50

75.38

75.49

75.61

75.21

75.11

75.00 75.00

75.32

75.20

75.10

73.87

DRAIN LINE

NEW STORM

ELEVATION

EXISTING SPOT

ELEVATION

NEW SPOT

EXISTING CONTOUR

NEW CONTOUR (NIC)

NEW CONTOUR (NIDS)

NEW CONTOUR

NEW BUILDING (NIDS)

NEW BUILDING

75.26

74.66

75.29

Jt Jt

72.60PI

E 849,850.05

N 1,230,796.15

E 849,870.20

N 1,230,744.33

E 849,902.57

N 1,230,744.64

E 849,761.81

N 1,230,633.82

PLAN

Y P

SHALL BE 1V:10H.

LEVEL SURFACE TO EXISTING GRADE

ELEVATIONS. MAXIMUM SLOPE FROM

MINIMIM LEVEL SURFACE AT INDICATED

AS REQUIRED TO PROVIDE A 5’ WIDE

INDICATED ALIGNEMENT. GRADE

CONTINUOUS HIGH SURFACE AT

E 849,693.59 N 1,230,991.63

CZQZ073021 - NIC

WALL WITHIN PROJECT

TO NEW RETAINING

GRADE ADJACENT

MATCH FINISHED

@ 1.33’ O.C.

TWO SD-8"

E 849,939.10

N 1,230,708.81

C PIPES & SWALE

E 849,922.13

N 1,230,725.46

C PIPES & SWALE LL

INDICATED SPOT ELEVATIONS.

CONSTANT SLOPE BETWEEN

BEND LINE. PROVIDE A

NEW FLOW LINE OR GRADE

LINE (NIC)

NEW STORM DRAIN

74.00

73.7

74.50

74.73 74.30

PATIO

TRELLIS

1" = 20’

CZQZ083016).

FACILITY-RECAP DRAWING SET (PROJECT

INCLUDED IN THE SOF SQUAD OPS

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

INVERT; AND "PI" - AT PIPE INVERT.

INTERSECTION OR CORNER; "SW" - AT SWALE

FOLLOWS: "Jt" -AT PCC PAVEMENT JOINT

THE APPLICABLE SPOT ELEV. IS LOCATED AS

TO TO PLAN SPOT ELEVS.) INDICATES THAT

THE ILLUSTRATED TEXT (LOCATED ADJACENT

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

DETAILS.

SEE SHEET C-502 FOR STORM DRAIN

PROFILES.

SEE SHEET C-301 FOR STORM DRAIN

BOX CULVERT.

AT UPSTREAM END AND TOP OF CONC.

PAVEMENT; AND FOR NEW GRANDING INFO.

INFORMATION AT APRON ACCESS PCC

SEE SHEET C-106 FOR SPOT ELEVATION

INFO. WITHIN THE SCREENED MECH. YARD.

SEE SHEET C-105 FOR NEW GRADING

TO NEW CONTOURS.

ADD 4200’ TO NEW SPOT ELEVATIONS AND

10.

G E

N E

E E

C T

4 12

NO PARKINGNO PARKING

R K

NO PARKING NO PARKING

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

NO PARKING

NO PARKINGNO PARKING

S O

L A

N O

S O

L A

N O

A L

A N

C-105 c a c .d g n

EXISTING ASPHALT ROAD

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

LEGEND

GENERAL STRIPING NOTES

SCALE: 1"=5’

40’ 60’10’ 20’0’

1" = 20’

NEW BUILDING (NIDS)

NEW BUILDING

IDENTIFIED.

NOTES AND FOR NEW SITE ITEMS NOT

SEE SHEET C-103 FOR FOR GENERAL SITE 1.

74.57

74.41

LEGEND

74.80

ELEVATION

NEW SPOT

NEW CONTOUR

GENERAL GRADING NOTES

NOTES.

SEE SHEET C-104 FOR FOR GENERAL GRADING

MECH. YARD GRADING PLAN

10’ 15’2.5’0’ 5’

1" = 5’

M E

C H

A N

A D

A N

P A

V E

M E

R K

75.48

75.00 75.48

75.48

75.17

75.1374.45

74.42

74.60

74.98

75.00

74.76

75.2675.02

75.28

74.72

74.99

NO PARKING

SCALE: 1"=20’ NOT TO SCALE

ELEV. = 75.55

TOP OF PAD

ELEV. = 75.55

TOP OF PAD

MECH

ELEC COMM

SMODO

STAIR#2

CORR

PAVEMENT MARKING PLAN PAVEMENT MARKING DETAIL

WHITE STRIPE

3" WIDE, SOLID

3" STROKE

LETTERING, WITH

18" HIGH, WHITE

SEE DETAIL THIS SHEET.

PAVEMENT MARKING (TYP).

Y P

T T

E R

G L

E Q

U A

E Q

U A

L 18.5’

C LETTERING (TYP)L

59’51’

(T Y P

RED STRIPE (TYP)

4" WIDE, SOLID

(TYP)

RED STRIPE

4" WIDE, SOLID

PLAN

ELEV. = 75.95

TOP OF PAD

ELEV. = 75.95

TOP OF PAD

75.41

G E

N E

E E

C T

5 12

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

NO PARKING

NO PARKINGNO PARKING

5’ 10’ 20’ 30’0’

1" = 10’

NEW BUILDING

LEGEND

GENERAL NOTES

NEW BOLLARD

S O

L A

N O

S O

L A

N O

A L

A N

C-106

S P

E V

A T

A N c a c .d g n

6 12

SCALE: 1"=10’

SPOT ELEVATION PLAN

ELEVATION

PAVEMENT JOINT

FACILITY

SQUAD OPS

SOF C-130

FACILITY-RECAP

SOF SQUAD OPS

BIO-SWALE

EXISTING ASPHALT ROAD

YARD

MECHANICAL

SCREENED

NEW GAS METER

NEW BUILDING (NIDS)

EXISTING MANHOLE

WITHIN PROJECT CZQZ063049-NIC

ASSOCIATED APPURTENANCES)

(NEW 2 BAY HANGAR/AMU, AND

CONCURRENT CONSTRUCTION

NEW MANHOLE (NIDS)

SPOT ELEVATIONS.

SET FOR CORRESPONDING

SEE ASSOCIATED DRAWING

PROJECT CZQZ083016-NIDS.

FACILITY - RECAP WITHIN

NEW SOF SQUAD OPS

73.82 74.02

74.23

73.74 73.90 74.08 74.24

74.40

74.43

73.73

73.66

73.60

73.53

73.59

73.66

73.72

73.68 73.85 74.04 74.22

74.39

73.61 73.80 74.01 74.20

74.39

74.50

73.67 73.83 74.00 74.35

74.70

74.03 74.63

74.72

74.75

74.50

74.72

74.50

73.72 73.85 74.00 74.25

74.51

73.77

73.87

74.00 74.18 73.88

73.96

74.15

73.93

74.35 74.52 74.68 75.00

74.15 74.15 74.25 74.42 74.58 74.74

74.38 74.38 74.38 74.38 74.52 74.66

74.38

71.86

72.00

72.85

70.36

71.86

73.00

72.00

74.38

74.75 74.75 74.75

74.84 75.00

75.01 75.01

75.00

75.27 75.2675.28

75.27

75.38

75.26

75.38

75.32

75.28

74.65 74.60 74.51 74.46 74.36 74.32 74.2574.66

74.80 74.92

75.02

74.89

74.95

75.48 75.48 75.00

74.92 74.92 74.70 74.61 74.51 74.49 74.46

74.43

74.60

FIN. FLOOR ELEV. 4275.50

75.36 75.36 74.94

74.85

74.80 74.66

74.70

74.66 74.63

75.32

75.20

75.26

75.21

75.24

75.22

75.00

75.06

74.28

74.97

74.74

74.45

BETWEEN INDICATED SPOT ELEVS.

LINE. PROVIDE A CONSTANT SLOPE

NEW FLOW LINE OR GRADE BEND

FOOTING (BELOW GRADE)

CMU PILASTER AND

(CBC)

CULVERT

CONC. BOX

WALL (TYP.)

CBC WING

75.34

75.21

75.33

74.75 74.75 74.70

75.02

74.84

75.24

75.26

74.90

75.06

74.07

75.11 75.16

(TYP)

72.50 (TW)

(TYP)

74.38 (TW)

OCCURS.

CONTRACTING OFFICER IF A DISCREPANCY IN ELEVATIONS

JUNCTURE. THE CONTRACTOR SHALL NOTIFY THE

THAT THE TOPS OF THE PAVEMENTS ARE FLUSH AT THE

EXISTING ASPHALT PAVEMENT ELEVATIONS TO ENSURE

PCC PAVEMENT ELEVATIONS MATCH CORRESPONDING

THE CONTRACTOR SHALL VERIFY THAT ILLUSTRATED

EXISTING ASPHALT PAVEMENT ARE APPROXIMATE.

THE PCC PAVEMENT (THIS CONTRACT) AND THE

ILLUSTRATED ELEVATIONS AT THE JUNCTURE OF

NEW VALVE BOX

PLAN

NEW MANHOLE/VAULT

75.48

75.36

75.22 75.22

75.22

(NIDS)

CULVERT

CONC. BOX

74.70

74.41

74.49

74.57

74.60

74.82

74.45

74.42

74.60

74.66

74.76

74.91

75.00

SET (PROJECT CZQZ083016).

IN THE SOF SQUAD OPS FACILITY-RECAP DRAWING

ASSOCIATED CONSTRUCTION DATA IS INCLUDED

ITEMS THAT ARE WITHIN THIS CONTRACT, BUT

"NOT IN DRAWING SET". NIDS INDICATES NEW

7. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES TO

OF RISER/PAVEMENT.

SHALL EXTEND 2’ MIN. FROM TOP OF VAULT TO TOP

PAVEMENT, SHALL HAVE GRADE RING RISERS WHICH

6. ALL COMM. AND ELECT. VAULTS, WITHIN THE PCC

DRAWINGS FOR ASSOCIATED LOCATIONS AND SIZES.

PENETRATIONS. REFER TO APPLICABLE DISCIPLINE

ILLUSTRATED TO SHOW ASSOCIATED PCC PAVEMENT

ARE NOT DRAWN TO SCALE. THEY ARE ONLY

ON THE PLAN ARE NOT LOCATED PRECISELY, AND

5. THE ITEMS (MANHOLES, METER. ETC.) ILLUSTRATED

SHEETS FOR CBC CONSTRUCTION INFO.

END’S) AS INDICATED ON THIS SHEET. SEE STRUCTURAL

SLOPED/SHAPED (BETWEEN CULVERT WIDTH AND

ADJACENT TOP OF PCC PAVEMENT; AND SHALL BE

SHALL: EXTEND TO FINISHED GRADE; BE FLUSH WITH

4. THE TOP SLAB OF THE CONC. BOX CULVERT (CBC)

TO BE FLUSH WITH TOP OF ADJACENT PCC PAVMENT.

AND VAULT RIMS SHALL BE SLOPED AS REQUIRED

PCC PAVEMENT ARE APPROXIMATE. TOP OF MANHOLE

3. THE ILLUSTRATED RIM ELEVATIONS WITHIN THE NEW

PCC PAVEMENT JOINT LAYOUT INFORMATION.

2. REFER TO THE GEOTECHNICAL SHEETS FOR

1. ADD 4200’ TO NEW SPOT ELEVATIONS.

PATIO

TRELLIS

G E

N E

E E

C T

S S

FD-12"

SS-10" SS-10"

S S

FM-4"

G-6"G-6"

FM-4"

F M

W-12" W-12"

SS-10"

G-4"

UE UE UE

C C

A W

U E

A S

R A

S R

A S

ASR

U E

A F O

U E

FD-6"

W-4"

W-6"

W-8" W-8"

S S

F D

G-4"

W-12"

SS-8"

G-1 1/2"

M H

S S

SS-10" SS-10"

W-8

U E

S D

G .5

G-1.5"

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

B U

Q U

E R

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U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

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1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

BID SET - NOT FOR CONSTRUCTION

L V

E 850,113.2

N 1,230,310.1

BLDG. CORNER

C-107

S O

L A

N O

S O

L A

N O

A L

A N

c a c .d g n

U T

A N

60’15’ 30’0’

1" = 30’

SCALE: 1"=30’

LEGEND

GENERAL UTILITY NOTES

UTILITY PLAN

90’

EXISTING ASPHALT ROAD

EXIST. WATER LINE

NEW WATER LINE

NEW FIRE DEMAND LINE

EXIST. SAN. SEW. LINE

NEW SAN. SEW. LINE

EXIST. GAS LINE

NEW GAS LINE

EXIST. UNDERGROUND

ELECT. LINE

NEW UNDERGROUND

ELECT. LINE

NEW UNDERGROUND

DUCT BANK. SEE ELEC.

SHEETS FOR ASSOCIATED

CABLE REQUIREMENTS

NEW UNDERGROUND

COMM LINE

NEW UNDERGROUND

NEW STORM DRAIN LINE

NEW VALVE

NEW VERT. INDICATOR POST

EXIST. MANHOLE/VAULT

NEW SINGLE CLEANOUT

NEW DOUBLE CLEANOUT

NEW GAS METER AND

REGULATOR

NEW FIRE HYDRANT

FACILITY

SQUAD OPS

SOF C-130

YARD

MECH.

FACILITY-RECAP

SOF SQUAD OPS

EXIST. UNDERGROUND COMM.

EXISTING ASPHALT ROAD

E 849,642.92

N 1,230,658.47

NEW HYDRANT

CLEANOUT

NEW DOUBLE

STA. O+09A

2 BAY HANGAR

EXIST. ELECT. TRANSFORMER

FM EXIST. SAN. SEW. FORCE MAIN

E=849,776.58

N=1,230,656.92

NEW SINGLE CLEANOUT

STA. 0+25.70A

INV. EL=4270.00

BEGIN NEW LINE

STA. 0+00A

OPTIC LINE

UNDERGROUND FIBER

EXIST. ABANDONED

N 1,230,937.51

E 849,744.12

NEW HYDRANT

NEW BUILDING (NIDS)

ASR

NEW VALVE (NIDS)

NEW MANHOLE (NIDS)

AND SANITARY SEWER DETAILS.

DETAILS AND SHEET. C-504 FOR GAS

5. SEE SHT. C-503 FOR WATER LINE

TRENCHING OR EXCAVATING OPERATIONS.

PRIOR TO COMMENCEMENT OF ANY

SHALL VERIFY THEIR EXACT LOCATION

ARE APPROXIMATE. THE CONTRACTOR

UTILITY LINES INDICATED ON THIS PLAN

1. LOCATION OF EXISTING UNDERGROUND

THE PIPE).

BOTTOM OF FOUNDATION TO THE TOP OF

BELOW THE BUILDING FOUNDATION (FROM

SHALL BE LOCATED A MINIMUM OF 1’-6"

INDICATED, UTILITIES ENTERING THE BUILDING

2. WHERE INVERT ELEVATIONS ARE NOT

INTERSECTING NEW UTILITY LINES.

A MIN. OF 2 FEET BELOW OTHER

AND TELEPHONE LINES SHALL BE LOCATED

3. ALL NEW UNDERGROUND ELECTRICAL

WEEKENDS.

ALLOWED AFTER DUTY HOURS OR ON

INVOLVED. UTILITY OUTAGES WILL ONLY BE

ON WEEKENDS, IF TRAFFIC INTERFERENCE IS

4. UTILITY WORK SHALL BE ACCOMPLISHED

ANY DISCREPANCIES ARE DISCOVERED.

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY IF

CONNECTIONS ARE COMPATIBLE BETWEEN PROJECTS. THE

OTHER INDICATED PROJECTS TO ENSURE THAT NEW UTILITY

COORDINATE AS REQUIRED WITH THE CONTRACTORS OF THE

CONTRACT). THE CONTRACTOR FOR THIS PROJECT SHALL

THAT ARE TO BE CONSTRUCTED BY OTHERS (NOT IN THIS

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

LINES ENTER THE BUILDING.

FOR EXACT LOCATIONS WHERE UTILITY

PROTECTION, AND ELECTRICAL DRAWINGS

6. REFER TO APPLICABLE PLUMBING, FIRE

INFORMATION.

ELECTRICAL AND COMMUNICATION LINE

7. SEE ELECTRICAL SHEETS FOR NEW

STUBOUT (NIDS).

TO CONNECT TO NEW VALVED

NEW WATER LINE (THIS CONTRACT)

SURVEILLANCE RADAR LINE

EXISTING UNDERGROUND AIRPORT

(TYP)

BOLLARD

1’

C BOLLARD

1.5’ (TYP)

METER

C GAS

SET (PROJECT CZQZ083016).

IN THE SOF SQUAD OPS FACILITY - RECAP DRAWING

ASSOCIATED CONSTRUCTION DATA IS INCLUDED

ITEMS THAT ARE WITHIN THIS CONTRACT, BUT

TO "NOT IN DRAWING SET". NIDS INDICATES NEW

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

NEW WATER LINE (NIC OR NIDS)

NEW FIRE DEMAND LINE (NIC OR NIDS)

NEW SAN. SEW. LINE (NIC OR NIDS)

NEW GAS LINE (NIC OR NIDS)

ELECT. LINE (NIC OR NIDS)

COMM LINE (NIC OR NIDS)

NEW STORM DRAIN LINE (NIC OR NIDS)

NEW POST IND. VALVE (NIC OR NIDS)

NEW FIRE HYDRANT (NIC OR NIDS)

NEW CAPPED LINE (NIC OR NIDS)

10’B 28.5’B

SO ITS TOP IS FLUSH WITH THE TOP OF NEW PAVEMENT ABOVE.

13. EXIST. VALVE BOX SHALL BE REPLACED/MODIFIED AS REQUIRED

THE WATER SYSTEM.

CONSTRUCTION APPLICATION FORM ES-3 PRIOR TO WORKING ON

CODE 20.7.10.200B. NOTIFICATION MUST BE MADE ON

THIS PROJECT IN ACCORDANCE WITH NEW MEXICO ADMINISTRATIVE

DEPARTMENT OF POTABLE WATER LINE WORK ASSOCIATED WITH

11. CONTRACTOR SHALL NOTIFY THE NEW MEXICO ENVIRONMENT

CONNECTION TO AN EXISTING POTABLE WATER SYSTEM, ETC.).

ADVANCE OF ANY WATER SYSTEM INTRUSIONS (I.E. LINE CAPPING,

SOAMD/SGPB) SHALL BE NOTIFIED AT LEAST 3 BUSINESS DAYS IN

12. THE BASE BIO-ENVIRONMENTAL ENGINEERING FLIGHT (27

THIS SHEET

SEE NOTE 13

PLAN

NEW MANHOLE/VAULT

REQUIREMENTS WITHIN THE PCC PAVEMENT.

14. SEE SHT. C-106 FOR ADDITIONAL COMM. AND ELEC. VAULT

NEW STORM DRAIN INLET (NIDS)

RST

NEW BUILDING

EXISTING BUILDING

PIPES

TWO SD-8"

E=849,589.68

N=1,230,785.55

10" INV. EL=4265.70

MH INV. EL=4265.70

RIM EL=4273.75

NEW MANHOLE

STA. 0+00B

E=849,664.97

N=1,230,701.29

10" INV. EL=4265.24

MH INV. EL=4265.24

NEW MANHOLE

STA. 1+13B

E=849,757.78

N=1,230,610.26

6" INV. EL=4265.04

10" INV. EL=4264.71

MH INV. EL=4264.71

NEW MANHOLE (NIDS)

STA. 2+43.00B

STA. 0+76.01A

G E

N E

E E

C T

7 12

915 FOR METER REQUIREMENTS.

SECTIONS 33 12 33.00 30 AND 33 51

THIS SHEET. REFER TO SPECIFICATION

METER IS LOCATED AS INDICATED ON

THE MECHANICAL ROOM AND THE GAS

8. THE WATER METER IS LOCATED IN

N E

E E

C T

C-301 c a c

.d g n

40’ 60’10’ 20’0’

1" = 20’

1" = 2’ VERT.

SCALE: 1" = 20’ HORIZ. 0’

1" = 2’

1’ 2’ 4’ 6’

S O

L A

N O

A L

A N

S O

L A

N O

8 12

S T

O F

E S

SANITARY SEWER PROFILE - LINE B

PROFILE NOTES

1" = 2’ VERT.

SCALE: 1" = 20’ HORIZ.

STORM DRAIN PROFILE

0+00 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60

FINISHED

GRADE

(TYP)

NEW WING

WALL

0+20

E X

C T

S T

A N

S T

S E

C T

S T

C H

A N

S T

NEW EARTH DITCH

EXISTING EARTH

DITCH INV.

NEW CONC.

BOX CULVERT

(NIDS)

S=.002

V .E

L V N

C O

N N

L V

S T

1" = 2’ VERT.

SCALE: 1" = 20’ HORIZ.

4278 4278

SANITARY SEWER PROFILE - LINE A

NEW 6"

SEWER LINE

1+00A0+80A0+60A0+40A0+20A0+00A

4264 4264

NEW

BUILDING

FF.

E L .4

B E

S T

FINISHED

GRADE

(TYP)

4266 4266

4264 4264

0+00B 0+20B 0+40B 0+60B 0+80B 1+00B 1+20B 1+40B 1+60B 1+80B 2+20B2+00B 2+40B 2+60B 2+80B 3+00B 3+20B

42784278

NEW 10"

SSWR LINE

NEW 6"

SSWR LINE

NEW 10"

SSWR LINE

(NIDS)

FINISHED

GRADE

(TYP)

4280 428042804280

NIDS (PROFILES) TRANSLATES TO "NOT IN DRAWING SET".

NIDS INDICATES NEW ITEMS THAT ARE WITHIN THIS CONTRACT,

BUT ASSOCIATED CONSTRUCTION DATA IS INCLUDED IN THE

SOF SQUAD OPS FACILITY - RECAP DRAWING SET (PROJECT

CZQZ083016).

REFER TO STRUCTURAL SHEETS FOR CONCRETE BOX CULVERT

AND WING WALL CONSTRUCTION DATA.

ILLUSTRATED NEW ELECTRIC LINE CONCRETE ENCASEMENT

ELEVATIONS ONLY OCCUR BELOW INDICATED CULVERTS OR

SEWER LINES. REFER TO ELECTRICAL DRAWINGS FOR COVER

REQUIREMENTS AT OTHER LOCATIONS.

C L

E A

N O

U T

U B

L E

S T

C L

E A

N O

G L

S T

Y P

C O

C H

TO 1.64’)

FROM APPOXIMATELY 0.87’

GRADE ELEVATION (VARIES

IS DEPENEDENT ON FINISHED

TOP SLAB THICKNESS

NEW WATER LINE.

ELEVATION VARIES AS

REQUIRED TO PROVIDE

3’ MIN. COVER FROM

FINISHED GRADE

NEW GAS

LINE

NEW SANITARY

SEWER LINE (NIDS)

CONDUIT INV. EL.=4268.62

BOTT OF ENCASEMENT EL.=4268.08

NEW UNDERGROUND

ELECTRIC LINE (CONC.

ENCASED)

NEW CONC BOX

CULVERT (CBC)

E L

F A

S T

R E

A M

S T

S E

C T

G R

A D

U S

N H

O L

S T

M H

N H

O L

S T

NEW 10"

SEWER LINE

NEW

WATER

LINE NEW GAS

LINE

CONDUIT INV. EL.=4268.62

NEW UNDERGROUND

ELECTRIC LINE AND

VAULT (BEYOND)

2’ MIN. GRADE

RING RISER

HEIGHT ABOVE

TOP OF VAULT

FINISHED

GRADE

(NIDS)

8"X8" CONC.

CURB CAST ON

TOP OF CBC

NEW RIP RAP AT

EARTH DITCH IS

NOT SHOWN FOR

CLARITY

NEW 10" SEWER

LINE (NIDS)

S=.0653

NEW 10"

SSWR LINE

E L

N H

O L

S T

E L

G R

A D

U S

N H

O L

S T

M H

N H

O L

S T

S=.0041

TOP OF CONCRETE BOX CULVERT SLAB

TO MATCH THE FINISHED GRADE INDICATED

ON SHEET C-106

UPSTREAM

FACE OF KEY

WING WALL

BEND/CORNER

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

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A R

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Albuquerque District

SHEET NO.

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

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D R

R E

D A

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1 2 3 4 5

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C A

N N

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P P

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20’ MAX.

EXPANSION JOINT (TYP.)

CONTRACTION JOINTS

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

COMPACTED SUBGRADE

CURB

�" RADIUS �" RADIUS

PLAN

SEE LAYOUT

P L

A N

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

Y O

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

1’-4"

8" DIAM, PIPE (TYP)

NOT TO SCALE

BOLLARD DETAIL

G E

N E

E E

C T

C-501

T A

I c a c

.d g n

S O

L A

N O

S O

L A

N O

A L

A N

5�"

LEVEL

GUTTER LINE

GUTTER

TOE OFSLOPE IS AWAY FROM CURB

FOR USE WHEN PAVEMENT

SLOPE IS TOWARD CURB

FOR USE WHEN PAVEMENT

2’-0"

7" 1’-5"

1�

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

TIE BARS WHEN GUTTER ABUTS PCC PAVEMENT.

NOTE: REFER TO GEOTECHNICAL SHEETS FOR REQUIRED

GRADE

FINISHED PCC PAVEMENT

JOINT FILLER

�" EXPANSION

BASE COURSE

FOOTING

CONCRETE

FOOTING

CONCRETE

ABOUT CENTERLINE

DETAIL IS SYMMETRICAL

PCC PAVEMENT

BOLLARD WITHIN

CONCRETE CAP

NON-PAVED AREA

BOLLARD WITHIN A

TIE BARS WHEN GUTTER ABUTS PCC PAVEMENT.

NOTE: REFER TO GEOTECHNICAL SHEETS FOR REQUIRED

9 12

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

B U

Q U

E R

Q U

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E E

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U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

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1 2 3 4 5

S O

C O

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D D

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C A

N N

O V

P P

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E E

C T

C-502 c a c

.d g n

S O

L A

N O

S O

L A

N O

A L

A N

T A

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

NOT TO SCALE

WELDED TO ANGLE

#3 X BARS

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

NOT TO SCALE

SECTION

C502

(TYP)

MIN

2’-0"

STORM DRAIN LINE CONCRETE COLLAR DETAIL

GRADING PLAN

VARIES. SEE

GRADE

FINISHED

GRADE

FINISHED

3 LONGITUDINAL)

(4 TRANSVERSE,

#3 BARS

SPLASH BLOCK MAY BE USED

APPROVED STANDARD MANUFACTURED

NOTE:

3’-0"

NOT TO SCALE

PLAN

C-502

A C-502

SECTION

SIDEWALK DRAIN DETAILS

DETAIL "C"

HALF PLAN

SECTION

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

NOTES:

POST

SECURELY TO

MOUNT SIGN

TRANSPORTATION).

UNIFORM TRAFFIC CONTROL DEVICES (DEPT. OF

ALL SIGNS SHALL CONFORM TO THE MANUAL ON

NOT TO SCALE

SIGN INSTALLATION DETAIL

OF ASSOCIATED CONSTRUCTION.

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

SIGN LOCATIONS SHALL BE APPROVED BY THE

RAP

12" THICK RIP

FINISHED GRADE

PLAN

2’

(TYP)

PIPE OPENING

SEE GRADING PLAN

AND PIPE INVERT.

DRAINAGE SWALE

BETWEEN PIPES

DIA. SEPARATION

PROVIDE 1 PIPE

SPLASH BLOCK DETAIL

SEE NOTE 1

EDGE OF PAVEMENT

CURB AND GUTTER OR

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

10 12

TOE OF BANK

TOP OF BANK CONC. COLLAR

" W2.9 X W2.9

WELDED WIRE 4" X 4" X

A D

A N

L E

N G

B A

O P

DRAIN LINE

STORM

DRAIN LINE

STORM

2’-0"

RAP

12" THICK RIP

FINISHED GRADE

(TYP)

PIPE OPENING

SEE GRADING PLAN

AND PIPE INVERT.

DRAINAGE SWALE

BETWEEN PIPES

DIA. SEPARATION

PROVIDE 1 PIPE

TOE OF BANK

TOP OF BANK CONC. COLLAR

" W2.9 X W2.9

WELDED WIRE 4" X 4" X

A D

A N

L E

N G

B A

O P

DRAIN LINE

STORM

DRAIN LINE

STORM

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

B U

Q U

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C O

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U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

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C A

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C T

C-503 c a c

.d g n

S O

L A

N O

S O

L A

N O

A L

A N

W A

T A

BEARING AREA OF BLOCK IN SQ. FT.

FITTING

SIZES

TEE &

END

90°

BEND

45°

BEND

22 1/2°

BEND

11 1/4°

BEND

(TYP.)

OPEN

ELEVATION

THRUST BLOCK DETAILS

NOT TO SCALE

POST INDICATOR VALVE DETAIL

NOT TO SCALE

PLAN

WATER VALVE DETAIL

NOT TO SCALE

VALVE ANCHOR DETAILS

NOT TO SCALE

SECTION A-A

CLASS "B" CONCRETE

2" MIN.

NOTES

TRENCH WIDTH

CLASS "B" CONCRETE

6" MIN.

2" MIN. 2" MIN.

(W/ 6" OVERLAP)

#3 BAR ALL AROUND

ROUND CONCRETE COLLAR

GRADE

WATER LINE

BEARING AREA UNDISTURBED EARTH

POURED CONCRETE BLOCKS

BEARING AREA

OF WATER MAIN

FOR FUTURE EXTENSION

PERMIT EASY REMOVAL

BLOCKING AND PLUG TO

PAPER BETWEEN CONCRETE

PLACE DOUBLE LAYER OF TAR

POST INDICATOR

GROUND LINE

(SNUG FITTING)

1/2" TIE-DOWN ROD

TRENCH

BOTTOM OF

POLYETHELENE PLASTIC WRAP.

SHALL BE WRAPPED WITH MIN. 10 MIL. (MIN.)

ALL BURIED IRON AND FERROUR SURFACES

LARGER.

THIS DETAIL COVERS WATER VALVES 4" OR

MIN.

(TYPICAL)

2’ MIN.

6" 3.6 5.4 2.5 1.5 0.8

CONCRETE BLOCK

GRAVEL

GATE VALVE

WATER MAIN

CONCRETE BLOCK

FINISH GRADE

OVERLAP)

AROUND (W/6"

#3 BAR ALL

2’-0" SQ. X 6"

NOT TO SCALE

IN 2

1’-3"X1’-3"X1’-3"

V E

S P

E C

A T

P L

A B

L E

TYPICAL FIRE HYDRANT SETTING

12" 14.2 10.9 5.6 2.820.0

POWER REQUIREMENTS.

ELECT. DRAWINGS FOR

TAMPER SWITCH. SEE

USED BY THE BASE.

A TAMPER SWITCH OF THE TYPE CURRENTLY

NOTE: EACH POST INDICATOR SHALL HAVE

11 12

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

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R A

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C A

N N

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P P

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E E

C T

C-504 c a c

.d g n

S O

L A

N O

S O

L A

N O

A L

A N

S A

T A

24" X 24"

CONC. BLOCKING

FLOWFLOW

CONC. COLLAR

Y P

END CAPS

TYP.

FIN. GR.

Q U

E D

(W/6" OVERLAP)

AROUND

#3 BARS ALL

TYP. DOUBLE CLEANOUT DETAIL

NOT TO SCALE

GAS TUBE ASSEMBLY

CENTERING RING(S)

COMPRESSION RING

O-RING SEAL

BEND RADIUS

GAS LATERAL

MOISTURE SEAL

SLIP-ON

COATED

SCHEDULE 4O EPOXY

RISER BODY CASE,

(TYP. BOTH ENDS)

THREAD PROTECTOR

INSULATING UNION

4 223

AND 3/8" PLUG

TEE W/BUSHING

SWING JOINT OUTLET

GAS COCK(TYP.)

TO BUILDING

SUPPLY

TYPE SERVICE BOX

CAST IRON EXTENSION

4" CONCRETE PAD

(POLY)SERVICE SHUT-OFF

VALVE W/2" SQ. OPERATING NUT

HOT TAP VALVE

FINISHED

GRADE

REGULATOR

GAS PRESSURE

NOT TO SCALE

TYPICAL GAS SERVICE CONNECTION

NOT TO SCALE

FOR REQUIREMENTS

SEE WATER VALVE DETAIL

CONCRETE COLLAR

SERVICE TEE

BUTT WELDED

AND 3/8" PLUG

PLUGGED TEE W/BUSHING

12" PIGTAIL3O"

T R

A N

N E

P L

E X

P O

S E

D 1" NPT

CLEANOUT

4" MIN. COVER

Q U

CONCRETE ENCASEMENT

STANDARD 1/8 BEND

WITH CLEANOUT BOX

IRON PIPE FURNISHED

(W/ 6" OVERLAP)

#3 BARS ALL AROUND

SHORT LENGTH OF CAST

C.I. PIPE RISER

CLEANOUT PLUG

CLEANOUT BOX

W/ JOINT SEAL

CONCRETE

3/4" EXPANSION JOINT

TURF

ROUND CONCRETE COLLAR

COVER

4" TYP.

TYP. SINGLE CLEANOUT DETAIL

NOT TO SCALE

PLAN

ELEVATION

METER

2 - #7

4’-0" SQUARE

#7 @ 12" E.W. @ CENTER CONSTRUCTION JOINT

2 - #7

N32M OR EQUAL

2 - #7

10" SLAB

NOTE:

MORTAR JOINT

4’-0" DIA.

6’-0" SQ. OR

6’-0" DIAMETER

2 - #7

PRECAST CONCRETE OPTION

SECTION

CAST-IN-PLACE REINF. CONCRETE OPTION

SECTION

JOINT

CONSTRUCTION

OPTIONAL

CAST-IN-PLACE

BE PRECAST OR

TOP SLABS MAY

IRON WORKS

FRAME & COVER MCKINLEY

IRON WORKS

FRAME & COVER MCKINLEY

@ BOTTOM

#7 @ 12" E.W.

@ CENTER

#7 @ 12" E.W.

@ BOTTOM

#7 @ 12" E.W.

@ CENTER

#7 @ 12" E.W.

SANITARY SEWER MANHOLE DETAILS

NOT TO SCALE

THE EMCS AND SHALL BE CONNECTED TO THE EMCS.

METER SHALL BE CAPABLE OF BEING REMOTELY READ BY

OF 0.5 PSI. THE BASE GAS SYSTEM PRESSURE IS 50 PSI.

A GAS DEMAND OF 2375 CFH AT A DELIVERY PRESSURE

NOTE: METER AND REGULATOR SHALL BE SELECTED FOR

GAS MAIN, 50 PSIG–

V A

SEWER MAIN

SEWER MAIN WYE

SEWER MAIN

RISER

FACTORY WELD

ANODELESS RISER DETAIL

ANODELESS RISER

N32M OR EQUAL

GROUT GROUT

12 12

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

B U

Q U

E R

Q U

C O

E E

R S

U .S

A R

T R

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

Q Z

C A

N N

O V

P P

J U

N E

G E

O T

E C

H N

E E

C T

B-101

B A

K E

C A b .d g n

LEGEND

1" = 20’-0" 0’ 40’ 60’10’ 20’

PAVEMENT SITE PLAN

P A

V E

M E

A N

SOF C-130

SQUAD OPS

FACILITY

RETENTION

POND

SCALE: 1" = 20’-0"

E A

S T

E R

T L

B-301

NEW STRUCTURE

NEW PCC PAVEMENT

NEW HMAC PAVEMENT

NEW CURB AND GUTTER

(SEE CIVIL SHEETS)

B-301

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.

COORDINATION EFFORTS REQUIRED FOR RIGID

PAVING ACTIVITIES BETWEEN THIS PROJECT

AND ADJACENT SOF C-130 SQUAD OPS FACILITY

B-301

GEOTECHNICAL ABBREVIATIONS

DIA

HMAC

HSA

NIC

OCEW

PCC

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

1 11

SOF C-130

SQUAD OPS

FACILITY

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

T R

C O

E E

R S

A L

B U

Q U

E R

Q U

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

C A

N N

O V

Q Z

P P

J U

N E

A N

1" = 30’-0" 0’ 60’15’ 30’ 90’

G E

O T

E C

H N

E E

C T

B-102

B A

K E

C A b .d g n

SCALE: 1" = 30’-0"

SUBSURFACE

INVESTIGATION PLAN

S U

B S

U R

F A

E S

A T

A N

LEGEND

AD-**-**

AU-**-**

E A

S T

E R

T L

GENERAL NOTES

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

DRILLING HOLE LOCATION/ NUMBER

RING SAMPLE LOCATION/NUMBER

LIMITS OF PROPOSED

PAVEMENT

B J

O R

D A

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

T R

C O

E E

R S

A L

B U

Q U

E R

Q U

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

C A

N N

O V

Q Z

P P

J U

N E

A N

G E

O T

E C

H N

E E

C T

B-103

B A

K E

C A b .d g n

LEGEND

J O

Y O

A N

JOINT LAYOUT PLAN

SOF C-130

SQUAD OPS

FACILITY

SCALE: 1" = 10’-0"

E A

S T

E R

T L

6’-1"20’-0" 10’-11"10’-0"4’-6"

11’-3"7’-10"20’-0" 10’-11"9’-0"10’-0"

( 2 AT 10’-0")

( 2 AT 7’-6")

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.

0’

1" = 10’-0"

5’ 10’ 20’ 30’

10’-5"24’-0" (2 AT 12’-0")90’-0" (6 AT 15’-0")15’-0"7’-11"7’-10"20’-0"4’-11"

DOWELED CONSTRUCTION

JOINT (B-501)

SAW-CUT CONTRACTION

JOINT (B-501)

THICKENED EDGE

EXPANSION JOINT (NOTES B-501)

REINFORCED SLAB (B-501)

MISMATCHED JOINT (SHEET 501)

NEW CURB AND GUTTER

EXISTING PAVEMENT JOINT

NEW STRUCTURE

8’-1"8’-1"

B J

O R

D A

3 11

TTTTX

TX TX TXTXTXTX

R R

TXTX

T X

TX TX

TT T T T T T

TXTXTXTXTX

R R

T X

TX TXTXTXTX

T X

TTXTTT

R R

T T

T X

S S

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

T R

C O

E E

R S

A L

B U

Q U

E R

Q U

Albuquerque District

SHEET NO.

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

D R

R E

D A

T E

C H

1 2 3 4 5

S O

C O

N T

R A

D D

C A

N N

O V

Q Z

P P

J U

N E

O T

E C

H N

E E

C T

B-301

P A

V E

M E

C T

N S

B A

K E

C A b .d g n

E A

S T

E R

T L

GENERAL…

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File details come from the government source that posted it. Updated Nov 14, 2017.