FY-12 AC-130 Sq Ops

L4ECEJER

Typewritten Text Not Available

INDEX OF DRAWINGS

TITLESEQ.

ELECTRICAL

GENERAL

CIVIL

SHEET TITLESEQ. SHEET

G-002

:1

F A

C

IL

IT

IE

S

D E

S

IG

N

C T

IO

N

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

COVER SHEETG-001

G-002

C-1013 PROJECT LOCATION MAP, VICINITY MAP, AND

BENCHMARK DATA

C-102

C-103

DEMOLITION PLAN

SITE PLAN

C-501 SITE DETAILS I

SITE DETAILS IIC-502

C-104

E-001

ES101

ES102

ELECTRICAL LEGEND

ELECTRICAL SITE PLAN

GEOTECHNICAL

B-101

B-102

B-301

PAVEMENT SITE PLAN

SUBSURFACE INVESTIGATION PLAN

B-103 JOINT LAYOUT PLAN

PAVEMENT SECTIONS

PAVEMENT DETAILSB-501

GRADING PLAN

C-105 UTILITY PLAN

SITE DETAILS IIIC-503

EP601

EL501

PARKING LOT PANEL SCHEDULE

c a g

P A

D .d g n

C-301

SITE DETAILS IVC-504

STORM DRAIN & BOX CULVERT PROFILES

C-505 SITE DETAILS V

16TH PARKING LOT LIGHTING DETAILS

20 B-702

DRILLING LOGS I

DRILLING LOGS II

DRILLING LOGS III

B-704 DRILLING LOGS IV

B-701

B-703

23 B-705 DRILLING LOGS V

25 ES100 PARKING LOT ELECTRICAL POWER FEED SITE PLAN

SITE PHOTOMETRIC PLAN

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

E

N

W

M

X

IC

O

C O

R P

G

IN

E E

R S

U .S

A R

G

IN

E

IS

T R

IC

T

Albuquerque District

SHEET NO.

OF

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

S

B

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

C

B

A

C

D D

C

B

A

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

IN

G

E

Z

Q Z

F Y

Q

U A

D R

E R

A T

IO

N S

C A

N N

IR

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

SCALE: 1"=600’

0 600’ 1200’ 1800’

PROJECT LOCATION MAP

Hobbs

Roswell

Clovis

Ft. Sumner

Carlsbad

Tucumcari

Alamogordo

Carrizozo

Deming

Lordsburg

Silver City

Consequences

Truth or

Socorro

WHITE

SANDS

MISSILE

RANGE

HOLLOMAN AFB

Santa Fe

Raton

Vaughn

Santa Rosa

Albuquerque

KIRTLAND

AFB

Espanola

Shiprock Farmington

Aztec

Trinidad

Walsenburg

Ft. Garland Cortez

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

BENCHMARK

4286.90’

4279.46’

4267.17’

I

ELEVATION

LOCATION

PROJECT

G E

N E

R

G

IN

E E

R

C T

IO

N

C-101

EAST PERIMETER RD.

OLD RUNWAY (UNUSED)

S O

U

H

R

IM

E T

BLDG 2209

PASS / ID OFFICE

VISITOR CENTER

4271.93’

FIRE STATION

DESCRIPTION

CP-100

CP-101

CP-102

CP-103

CP-150

CP-151

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

1 11

V

IC

IN

IT

P

A

N C

H M

A

K

T A

P R

O J E

C A

T

IO

P

SITE NOTES

P L

A N

R U

N W

A Y

R U

N W

A Y

Las Cruces

Las Vegas

Taos

Durango

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

WITH THE CONTRACTING OFFICER. THE

CONSTRUCTION SHALL BE COORDINATED

BASE WATER SYSTEM FOR

UTILITY PLAN. CONNECTIONS TO THE

PROJECT SITE ARE ILLUSTRATED IN THE

OF POTABLE WATER LINES NEAREST THE

5. THE APPROXIMATE LOCATION

=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

C A

C P

A D .d g n

STAGING AREA

CONTRACTOR’S

STAGING AREA DETAIL

ROAD

ACCESS

IN CONTRACT

AREA NOT

STAGING

E 852,114.41

N 1,231,548.21

E 852,001.02

N 1,231,551.02

E 852,151.45

N 1,231,763.33

E 852,359.72

N 1,231,758.17 E 852,353.47

N 1,231,192.97

E 852,108.80

N 1,231,192.82

E 852,001.02

N 1,231,192.81

ACRES

4.02

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

BID SET - NOT FOR CONSTRUCTION

7228 7226

07303

72047202

L O

O P

C A

R O

L

IN

A

C O

U R

T

ID

A H

O

7229 7227 7225 72

A L

A B

A M

A720572037201

7007 7523

75317533

750575037501

IOWA

S T R E E T

F L

O R

ID

A L

O O

P

OREGON CT

75027500

C H

IC

A M

A U

G A S

T R

E E

T

M A

IN

C T

M O

N T

A N

A L

O O

P T E

N N E S S E E C

T

7102 7100

J A

M E

S B

O A

T R

IG

H T

STATE ROAD 277

STATE ROAD 277

B U

R L

IN

G T

O N N

O R

T H

E R

N S

A N

T A F

E R

R

U .S

H

IG

H W

A Y

-8

B U

R L

IN

G T

O N N

O R

T H

E R

N S

A N

T A F

E R

R

U .S

H

IG

H W

A Y

-8

0 7

V B

7 78

ALASKA C

T

TOT LOT

07 81

DELAW

ARE

BB

S O F

C

IN

T E N

A N C E

H

A N

G A R

A M

X S

F A C

IL

IT

Y

FUEL

NO

PARKIN

G

NO

PARKIN

G

NO PARKING

NO PARKING

NO PARKING

NO PARKING

A C

R E

S

.9

E A

S T

A G

IN

G

A C

R E

S

.2

E A

S T

A G

IN

G

A C

R E

S

.6

E A

S T

A G

IN

G

.4

A

C R

E S

A R

E A

S T

A G

IN

G

.4

A

C R

E S

A R

E A

S T

A G

IN

G

A C

R E

S

.4

A R

E A

S T

A G

IN

G

A C

R E

S

.7

E A

S T

A G

IN

G A

C R

E S

.6

E A

S T

A G

IN

G

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

CP-103

CP-102

CP-151

CP-100

OFFICE (BLDG 355)

BASE CIVIL ENGINEER’S

ACCESS POINT

CONTRACTOR

PORTALES GATE

CP-101

CP-150

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’

TREATMENT PLANT

BASE WASTEWATER

U .S

H

IG

H W

A Y

-8

CONTROL POINT TABLE

CANNON AIR FORCE BASE

ACCESS/HAUL ROUTE

CONTRACTOR’S

ACCESS/HAUL ROUTE

CONTRACTOR’S

WASTEWATER BASIN

9 MIL GAL RECLAIMED

NOT TO SCALE

V

L V

L V

L V

L V

L V

L V

L V

OR

BID SET - NOT FOR CONSTRUCTION

P L A

N

SD-12"

G

G-6"

G-4"

W

UE

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

S S

FM-4"

F M

SS-10"

W

U E

U E

C

C

UE

UE

U E

M H

IN

V

.0

RST

U E

UE UE

GENERAL DEMOLITION NOTES

SS

G

UE

C

W

XXXXXXXXXXXXX

KEYED NOTES

P A

R K

IN

G L

U

E L

69’ 69’

.5

.5

XXX XXXSD

G E

N E

R

G

IN

E E

R

C T

IO

N

SCALE: 1" = 30’

.0

EXISTING ASPHALT ROAD

6.25’– 6.25’–

.5

EXISTING ASPHALT ROAD

LEGEND

PROJECT CZQZ073021

(NEW GPMX FACILITY) WITHIN

(NIC) CONCURRENT CONSTRUCTION,

.0

EXISTING ROAD SHOULDER

FOR CORRESPONDING DEMOLITION.

CZQ073014. SEE ASSOCIATED DRAWING SET

(NIDS) NEW PARKING AREA WITHIN PROJECT

EXISTING UE VAULT

PROJECT (CZQZ083012)

MRSP FACILITY) WITHIN

CONSTRUCTION (NEW

(NIC) CONCURRENT

FACILITY DRAWING SET.

SEE SOF C-130 SQUAD OPS (RECAP)

ASSOCIATED SITE IMPROVEMENTS.

NEW BUILDING, MECH. YARD, AND

DEMOLITION PLAN

ASPHALT PAVEMENT AND SHOULDER.

REMOVE 2.5’– OF EXISTING

HEADWALL (2).

STORM DRAIN AND ASSOCIATED

REMOVE 50’– OF EXISTING 12" DIA.

2.

1.

C-102

D E

M O

L

IT

A N

C A

C

P A

D .D

G N

SHEET C-103 FOR DETAILS

NEW PARKING AREA SEE

TO BE REMOVED (TYP.)

EXISTING CONCRETE HEADWALL

60’15’ 30’ 90’0’

1" = 30’

EXIST. ELEC. TRANSFORMER

EXIST. CAPPED LINE

EXIST. MANHOLE/VAULT

EXIST. FIRE HYDRANT

EXIST. VALVE

RELOCATION.

FOR ASSOCIATED REMOVAL AND

LINE. SEE ELECTRICAL DRAWINGS

EXIST. UNDERGROUND COMM

ELECT. LINE

EXIST. UNDERGROUND

EXIST. GAS LINE

EXIST. SAN. SEW. LINE

BE REMOVED

STORM DRAIN TO

EXIST. WATER LINE

EXISTING BUILDING

NEW BUILDING (NIC)

(2 1/2"– THICK) AND SUBGRADE

EXISTING FLEXIBLE PAVEMENT

EXISTING FLEXIBLE PAVEMENT

AND WET WELL

EXIST. LIFT STATION

FOR APPROXIMATE LOCATION.

NEW SAS LINE. SEE SHEET C-105

ROADWAY FOR INSTALLATION OF

JACK AND BORE UNDERNEATH

CZQZ073014).

INCLUDED IN THE SQUAD OPS FACILITY DRAWING SET (PROJECT

THIS CONTRACT, BUT ASSOCIATED CONSTRUCTION DATA IS

DRAWING SET". NIDS INDICATES NEW ITEMS THAT ARE WITHIN

7. NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES TO "NOT IN

DISCOVERED.

OFFICER SHALL BE NOTIFIED IMMEDIATELY IF DISCREPANCIES ARE

BOUNDARIES IS COMPATIBLE BETWEEN PROJECTS. THE CONTRACTING

PROJECTS TO ENSURE THAT NEW CONSTRUCTION AT PROJECT

REQUIRED WITH THE CONTRACTORS OF THE OTHER INDICATED

THE CONTRACTOR FOR THIS PROJECT SHALL COORDINATE AS

ARE TO BE CONSTRUCTED BY OTHERS (NOT IN THIS CONTRACT).

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

COMMUNICATION LINE DEMOLITION INFORMATION.

5. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL LINE AND

EQUIPMENT, ETC. TO KEEP THESE UTILITIES IN OPERATION.

SHALL PROVIDE ALL REQUIRED PUMPS, PIPING, VALVING,

AND ELECTRICAL) TO ADJACENT FACILITIES. THE CONTRACTOR

UTILITY SERVICES (INCLUDING WATER, SANITARY SEWER, GAS

MAINTAINING, THROUGHOUT THE PERIOD OF THE CONTRACT,

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE ORIGINAL CONDITION OR BETTER.

DAMAGED PAVEMENT THAT IS TO REMAIN IN PLACE TO

3. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY

ITEM QUANTITIES FOR ITEMS REFRENCED.

2. QUANTITIES INDICATED IN LEGEND ARE TOTAL PROJECT

TO DEMOLITION ACTIVITIES.

CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR

1. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE.

2 11

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

AREA

WASH

GPMX FAC.

BLDG. CORNER

A

R K

IN

G

L

L V

L V

L V

L V

L V

L V

L V

BID SET - NOT FOR CONSTRUCTION

P L A

N SITE PLAN

P L A

N

CURB DETAIL

AREA

WASH

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

RST

SCALE: 1"=30’

GENERAL SITE NOTES

LEGEND

TYP.

7 SP. @ 9’ = 63’

37 SP. @ 9’ = 333’ (TYP OF 3)

28 SP. @ 9’ = 252’

R

R 1’

.5

’B

27’

9’

25’

372’20’

TRANS.

6 HC SPS. @ 16’=91’

489’

R ’B

T Y P

18’B

5’

T Y P

T Y P

.5

’B

T Y

P

T Y

P

R =2

’B

R ’B

R ’B

.5

.5

G E

N E

R

G

IN

E E

R

C T

IO

N

C

EXISTING ASPHALT ROAD

BOLLARDS

NEW

DUMPSTER PAD

L DRIVE AND

E X

IS

T

P H

A

A D

’B

PROJECT CZQZ073021

(NEW GPMX FACILITY) WITHIN

(NIC) CONCURRENT CONSTRUCTION,

FOR CORRESPONDING CONSTRUCTION.

CZQZ073014. SEE ASSOCIATED DRAWING SET

(NIDS) NEW PARKING AREA WITHIN PROJECT

16 SP. @ 9’ = 144’

22.8’ B

TRANS.

466.5’ B

VAULT

EXISTING UE

AND WET WELL

EXIST. LIFT STATION

14’

(TYP.)

.5

’B T

Y P

MANHOLE

EXIST. SAS

81.2’B (T Y P

NOTE 1

PAD SEE

NEW DUMPSTER

EXISTING ROAD SHOULDERCURB TERMINAL CURB TERMINAL

LV

18’ 25’ 18’

164.8’B153.5’B

SHEET C-505

SEE ISLAND DETAIL

.3

39’B

NEW BOX CULVERT

NEW HEADWALL

5.5’

E=850,632.77

N=1,230,281.52

NEW CONCRETE BOX CULVERT

SEE NOTE 6

FACILITY DRAWING SET.

SEE SOF C-130 SQUAD OPS (RECAP)

ASSOCIATED SITE IMPROVEMENTS.

NEW BUILDING, MECH. YARD, AND

BOLLARDS

NEW

SEE SHEET C-501

NEW CMU WALL

C-103

S

A N

C A

C

P A

D .D

G N

PROJECT (CZQZ083012)

MRSP FACILITY) WITHIN

CONSTRUCTION (NEW

(NIC) CONCURRENT

STRIPING (TYP.)

4" WIDE WHITE

SEE NOTE 2 (TYP.)

STOP BAR STRIPING

SHEET

DETAIL THIS

SEE CURB

@ 4.5’ = 27’ (TYP. OF 2)

6 MOTORCYCLE SP.

SEE NOTE 7

PARKING SPS. (8 TOTAL)

LOW EMISSIONS VEHICLE

TERM.

CURB

(TYP. OF 2)

PARKING SPACE

COMPACT CAR

SHEET C-501 FOR SIGN DETAILS AND MOUNTING.

SPACES SHALL BE LABELED ACCORDINGLY. SEE

7. LOW EMISSION FUEL EFFICIENT VEHICLE PARKING

OPS FACILITY DRAWING SET (PROJECT CZQZ073014).

CONSTRUCTION DATA IS INCLUDED IN THE SQUAD

THAT ARE WITHIN THIS CONTRACT, BUT ASSOCIATED

"NOT IN DRAWING SET". NIDS INDICATES NEW ITEMS

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

GPMX FAC.

(6 GRATES)

NEW SD INLET

(OPP. HAND)

SHEET C-503

BOLLARD DETAIL

SEE SIDEWALK

(SIM.) SHEET C-503

BOLLARD DETAIL

SEE SIDEWALK

60’15’ 30’ 90’0’

1" = 30’

LETTERING SHOWN ON THE PLAN.

NOTE: DO NOT STRIPE LV

LOW EMISSIONS VEHICLE PARKING

TRANSITION DISTANCE

INDICATES DIMENSION TO BACK OF CURB

NEW BOLLARD (8 TOTAL)

NEW STOP SIGN

NEW 2’ HIGH CMU WALL

GUTTER (NIDS) OR (NIC)

NEW CONCRETE CURB AND

GUTTER

NEW 6" CONCRETE CURB AND

GUTTER

NEW 8" CONCRETE CURB AND

OR PAD

NEW CONCRETE SIDEWALK, STOOP,

NEW PCC PAVEMENT

NEW HMAC PAVEMENT

EXISTING BUILDING

NEW BUILDING (NIC)

(NIDS) NOTE 9

NEW PED. GATE

T Y P

R

(TYP. OF 2)

NEW HANDICAP SIGN (6 TOTAL)

GATE IS SITED CORRECTLY BETWEEN THE PROJECT SITES.

THE CONTRACTOR OF THE ADJACENT PROJECT TO ENSURE

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH

ACCESS FROM THE ADJACENT SITE (PROJECT CZQZ073021).

6 FOOT GATE OPENING TO ALLOW FOR PEDESTRIAN

9. THE NEW CMU WALL TO BE INSTALLED REQUIRES A

3 11

STRIPING NOTE 10

ENTIRE LENGTH OF THE PCC PAVEMENT.

PER DETAIL ON SHEET C-501. STRIPING SHALL SPAN THE

AND ANGLE OF STRIPE SHALL MATCH HANDICAP STRIPING

10. MOTORCYCLE PARKING STRIPING WIDTH, LENGTH, STROKE,

J .V

IG

IL

R .C

A S

A U

S

C .V

E L

A S

Q U

E Z

5. REFER TO THE GRADING PLAN FOR STORM DRAIN

INFORMATION.

4. SEE GEOTECHNICAL SHEETS FOR PAVEMENT

NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE

PROJECTS. THE CONTRACTING OFFICER SHALL BE

DISCOVERED.

AT PROJECT BOUNDARIES IS COMPATABLE 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

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

IN ACCORDANCE WITH ALL ADA, FEDERAL AND CAFB

REGULATIONS.

SYSTEM INFORMATION NOT SHOWN.

B

5’

10’B

NOT TO SCALE

1. SEE SHTS. C-501 THROUGH C-505 FOR SITE DETAILS.

6. PROVIDE NEW CROSSWALK STRIPING. STRIPING MUST

2 FEET FROM NEW CURB FACE AND WHITE IN COLOR.

12 FEET IN LENGTH. STOP BAR STRIPING SHALL BE LOCATED

2. STOP BAR STRIPING SHALL HAVE A 12 INCH STROKE AND BE

F U

1 6

2 7

71 71

P A

R K

IN

G

L

BID SET - NOT FOR CONSTRUCTION

NEW STORM DRAIN LINE

INDICATED SPOT ELEV.

CONSTANT SLOPE BETWEEN

BEND LINE. PROVIDE A

NEW FLOW LINE OR GRADE

NEW MANHOLE OR INLET (NIC)

NEW MANHOLE OR INLET

LINE (NIC)

NEW STORM DRAIN

AREA

WASH

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

RST

68 68 68

M H

IN

V

.0

LEGEND

.5

68.68

EXISTING ASPHALT ROAD

G E

N E

R

G

IN

E E

R

C T

IO

N

SCALE: 1" = 30’

SEE SHT. C-504

NEW HEADWALL

71.93G

71.90

71.75

72.10G

72.00G

72.00G

71.99–

72.00G

70.71–

72.60

70.62G 70.28G

72.00G

72.03

72.50

72.60 72.50

71.60

71.66G

72.00G

71.60G

71.54G

72.00G

70.64G 71.00G

71.10G

71.20G 70.72G

71.10G

71.66G

72.00G 72.00G

72.00G

71.56G

70.28G

G

MATCH EXISTING

72.60

NEW STORM DRAIN INLET

SD-18"

SD-18"

4.

3.

2.

1.

SEE NOTE 4 SEE NOTE 4

MATCH EXISTING

S

T E

M A

T

IS

T

IN

G

72.50

SHOULDER

EXISTING

6.

5.

NEW BUILDING (NIC)

EXISTING BUILDING

INV. EL. 4267.20

RIM EL.4269.70

STORM DRAIN LINES

BEGIN (2) NEW 18"

STA. 0+00C

(PROJECT CZQZ073014).

INCLUDED IN THE SQUAD OPS FACILITY DRAWING SET

THIS CONTRACT, BUT ASSOCIATED CONSTRUCTION DATA IS

DRAWINGS SET", NIDS INDICATES NEW ITEMS THAT ARE WITHIN

NIDS (SEE LEGEND AND/OR PLAN) TRANSLATES TO "NOT IN

ANY DISCREPANCIES ARE DISCOVERED.

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATLEY 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

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

ELEVATIONS.

ELEVATIONS SHALL MATCH EXISTING PAVEMENT

REFERENCE ONLY. NEW PAVEMENT SURFACE

BASED ON APPROXIMATE ELEVATIONS AND ARE FOR

PAVEMENT ADJACENT TO THIS PROJECT ARE

PAVMENT ELEVATIONS SHOWN FOR EXISTING

BOX CULVERT ALIGNMENT PROFILES.

SEE SHEET C-301 FOR STORM DRAIN AND

SEE SHEET C-503 FOR STORM DRAIN DETAILS.

SEA LEVEL.

FINISHED CONTOURS FOR ELEVATIONS ABOVE

ADD 4200’ TO NEW SPOT ELEVATIONS AND

MATCH EXISTING

BEGIN BOX CULVERT

STA. 0+00.00B

INV. EL.=66.50

END BOX CULVERT

STA. 1+43.00B

72.60

FACILITY DRAWING SET.

SEE SOF C-130 SQUAD OPS (RECAP)

ASSOCIATED SITE IMPROVEMENTS.

NEW BUILDING, MECH. YARD, AND

PROJECT (CZQZ083012)

MRSP FACILITY) WITHIN

CONSTRUCTION (NEW

(NIC) CONCURRENT

G R

A D

A N

C-104

C A

C

P A

D .D

G N

GRADING PLAN

GPMX FAC.

71.40

60’15’ 30’ 90’0’

1" = 30’

WALL FOOTING

INDICATES ELEVATION AT TOP OF

INDICATES ELEVATION AT GUTTER

EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

NEW CONTOUR (NIDS) OR (NIC)

EXISTING CONTOURS

NEW CONTOURS

T.O.F

PROJECT (CZQZ073021)

(NEW GPMX FACILITY) WITHIN

(NIC) CONCURRENT CONSTRUCTION,

10.

9.

8.

7.

FINISHED GRADE ELEVATION.

SECTIONALIZERS, COMM. MANHOLES, ETC. TO THE NEW

RESPONSIBLE FOR ADJUSTING ALL ABOVE GROUND MANHOLES,

TO NEW FINISHED GRADE. THE CONTRACTOR IS

NEW GRADING ELEVATIONS ARE REQUIRED TO BE RAISED

ALL ABOVE GROUND UTILITIES THAT ARE AFFECTED BY

NOT SHOWN ON THIS SHEET.

SEE SHEET C-101 FOR BENCHMARK AND SURVEY DATA

AT POINTS OF CURVE TANGENCY.

SPOT ELEVATIONS ADJACENT TO CURVES ARE LOCATED

FACE/GUTTER INTERSECTION.

TO NEW CURB AND GUTTER ARE LOCATED AT THE CURB

UNLESS NOTED OTHERWISE, SPOT ELEVATIONS ADJACENT

STORM DRAINS

NEW PARALLEL

(6 GRATES)

SURFACE INLET

NEW 2’ X 12’

NEW BOX CULVERT

FOR CORRESPONDING GRADING.

ASSOCIATED DRAWING SET

PROJECT CZQZ073014. SEE

(NIDS) NEW PARKING AREA WITHIN

4 11

T.O.F

71.93

71.20 71.00

END (2) 18" SD

STA. 2+16C

T.O.F

70.33

T.O.F

70.33

T.O.F

71.33

11.

ADDITIONAL GRADING.

BEEN PROVIDED ON THIS SHEET FOR THE AREA REQUIRING

CONSTRUCT NEW GRADES. TOP OF FOOTING ELEVATIONS HAVE

ADJACENT PROJECT CZQZ073021 (GPMX FACILITY) DOES NOT

NORTHERN SIDE OF THE NEW PARKING AREA WHERE THE

WILL NEED TO BE CONSTRUCTED FOR THE AREA AT THE

NEW CMU WALL TO BE CONSTRUCTED. ADDITIONAL GRADING

IS PROVIDED ABOVE ALL FOOTING ELEVATIONS FOR THE

GRADING TO ENSURE A MINIMUM OF 8 INCHES OF COVER

CONTRACTOR SHALL VERIFY AND PERFORM ANY NECESSARY

J .V

IG

IL

R .C

A S

A U

S

C .V

E L

A S

Q U

E Z

GENERAL GRADING NOTES

71.60G

71.54G

72.00G

71.82G

72.00G 71.00G

70.62G

72.00G

71.80G

71.60G

71.40G

72.00G

71.80G

72.50

72.60 71.25

71.05

72.00G

P L A

N

OR

OR

SD

SD

.2

.2 6

.4

.5

.4

.1

.6

.6

.6

.5

.7

.5

.8

.7

.9

.9

.6

.3

.3

.3

.3

.2

.4

.3

.1

.1

.4

.9

.4

.5

.26

.3

.9

.7

.6

.2

.6

.9

.5

.4

.5

.6

.9

.6 6

.0

.3

.6

.3

F U

BLDG. CORNER

V

L V

L V

L V

L V

L V

L V

L V

OR

OR

BID SET - NOT FOR CONSTRUCTION

F U

G-6"

G-4"

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

W-8"W-8"

W

S S

S S

S S

FM-4"

F M

SS-10"

W

U E

C

C

UE

UE

U E

M H

IN

V

.0

RST

U E

UE UE

P L A

N

G

UE

GENERAL UTILITY NOTES

C

C

G

UE

SD

SD

ELECTRICAL AND COMMUNICATION LINE

NEW FIRE HYDRANT

LEGEND

R

K

IN

G L

R T

G E

N E

R

G

IN

E E

R

C T

IO

N

SCALE: 1" = 30’

3. UTILITY WORK SHALL BE ACCOMPLISHED

4. SEE ELECTRICAL SHEETS FOR NEW

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

EXIST. GAS LINE

EXIST. UNDERGROUND

ELECT. LINE

NEW UNDERGROUND

EXIST. UNDERGROUND COMM

DUCT BANK. SEE ELEC.

SHEETS FOR ASSOCIATED

CABLE REQUIREMENTS

NEW UNDERGROUND

NEW STORM DRAIN LINE

NEW VALVE

EXIST. MANHOLE/VAULT

NEW STORM DRAIN INLET

ON WEEKENDS, IF TRAFFIC INTERFERENCE IS

ALLOWED AFTER DUTY HOURS OR ON

THAT ARE TO BE CONSTRUCTED BY OTHERS (NOT IN THIS

CONTRACT). THE CONTRACTOR FOR THIS PROJECT SHALL

COORDINATE AS REQUIRED WITH THE CONTRACTORS OF THE

OTHER INDICATED PROJECTS TO ENSURE THAT NEW UTILITY

CONNECTIONS ARE COMPATIBLE BETWEEN PROJECTS. THE

CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY IF

INFORMATION.

ANY DISCREPANCIES ARE DISCOVERED.

SET FOR CORRESPONDING CONSTRUCTION.

CZQZ073014. SEE ASSOCIATED DRAWING

(NIDS) NEW PARKING AREA WITHIN PROJECT

NEW BUILDING (NIC)

EXISTING BUILDING

AREA

WASH

W

FACILITY DRAWING SET.

SEE SOF C-130 SQUAD OPS (RECAP)

ASSOCIATED SITE IMPROVEMENTS.

NEW BUILDING, MECH. YARD, AND

INTERSECTING UTILITY LINES.

LOCATED A MIN. OF 2 FEET BELOW OTHER

AND COMMUNICATION LINES SHALL BE

2. ALL NEW UNDERGROUND ELECTRICAL

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

WEEKENDS. BASE REQUIRES TWO WEEK

INVOLVED. UTILITY OUTAGES WILL ONLY BE

FACILITY DRAWING SET (PROJECT CZQZ073014).

CONSTRUCTION DATA IS INCLUDED IN THE SQUAD OPS

THAT ARE WITHIN THIS CONTRACT, BUT ASSOCIATED

"NOT IN DRAWING SET". NIDS INDICATES NEW ITEMS

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

7. SEE SHEET C-505 FOR UTILITY DETAILS.

EXISTING ASPHALT ROAD

DRAIN INLET

NEW STORM

(2) SD-18"

PROJECT CZQZ073021

(NEW GPMX FACILITY) WITHIN

(NIC) CONCURRENT CONSTRUCTION,

CULVERT

NEW BOX

PROJECT (CZQZ083012)

MRSP FACILITY) WITHIN

CONSTRUCTION (NEW

(NIC) CONCURRENT

C A

C

P A

D .D

G N

U T

IL

A N

C-105

UTILITY PLAN

NEW WATER LINE (NIDS) OR (NIC)

NEW GAS LINE (NIDS)

ELECT. LINE (NIDS)

COMM LINE (NIDS)

NEW STORM DRAIN LINE (NIDS)

NEW VALVE (NIDS)

NEW POST IND. VALVE (NIDS)

NEW MANHOLE (NIDS)

NEW CAPPED LINE (NIDS)

NEW CAPPED LINE

GPMX FAC.

W-8"

W

60’15’ 30’ 90’0’

1" = 30’

SS NEW SANITARY SEWER LINE

NEW MANHOLE

W

AND WET WELL

EXIST. LIFT STATION

NEW MANHOLE

INVERT = 4262.08

E 850,112.65 N 1,230,547.93

STA. 0+00

EXIST. MANHOLE

W-8"

RIM = 4269.75

INVERT = 4263.04

E 850,280.01 N 1,230,718.56

STA. 2+39.00

OUTAGES AND ROAD CLOSURES.

NOTIFICATION TO PROCESS UTILITY

5 11

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

N E

R

G

IN

E E

R

C T

IO

N

0’

1" = 10’

0’

1" = 1’

C-301

1’ 2’ 3’

5’ 10’ 20’ 30’

0+00B 0+20B 0+40B 0+60B 0+80B 1+00B 1+20B 1+40B 1+60B

S=0.0063

0+10B 0+30B 0+50B 0+70B 0+90B 1+10B 1+30B 1+50B

1" = 1’ VERT.

SCALE: 1" = 10’ HORIZ.

S=0.0032

0+10C 0+30C 0+50C 0+70C 0+90C0+00C 0+20C 0+40C 0+60C 0+80C 1+00C

PROFILE - STORM DRAIN LINE "C"

1" = 1’ VERT.

SCALE: 1" = 10’ HORIZ.

M

A T

IS

T

IN

G

IN

V

E L

.4

T

.6

B

L V

E R

T

B E

N C

S T

A

B

CULVERT

EXISTING

SURFACE

GROUND

EXISTING

SURFACE

GROUND

EXISTING

1+10C 1+30C 1+50C 1+70C1+20C 1+40C 1+60C 1+80C 2+00C1+90C 2+10C 2+20C

CULVERT

CONCRETE BOX

TOP OF NEW

FINISHED GRADE

FINISHED GRADE

TOP OF STORM DRAIN

B

L V

E

O F

IL

E S

S T

O

PROFILE NOTES:

.5

.5

CONCRETE ENCASED

EXISTING UE

.0

M

IN

IN

V

E L

.2

IM

.7

S T

O

E S

C

B E

W

N

R F

A C

E

IN

L E

T

S T

A

C

IN

V

E L

.5

E

E

C

S T

A

C

IN

V

E L

.5

T

.7

B

L V

E R

T

E

N C

S T

A

B

BOX CULVERT DOUBLE BARREL

NEW 2.5’ X 8’ CONCRETE

FINISHED GRADE

3’ MIN. COVER FROM

REQUIRED TO PROVIDE

ELEVATION VARIES AS

NEW WATER LINE

PROFILE - BOX CULVERT "B"

INV. EL.=66.50

EL.=69.00

EL.=69.90

HEADWALL

NEW CONC.

CURB & GUTTER

NEW CONC. SIDEWALK

NEW CONC.

BOX CULVERT DOUBLE BARREL

NEW 2.5’ X 8’ CONCRETE

CULVERT INVERT

67.40

67.20 STORM DRAIN INVERT

EL. 69.00

T

Y P

C A

C

P

A D .d g n

6 11

1.

2.

3.

(CONCRETE PIPE)

STORM DRAINS

NEW (2)-18"

(CONCRETE PIPE)

STORM DRAIN LINES

(2) NEW PARALLEL 18"

REFER TO SHEET C-504 FOR CONCRETE BOX

CULVERT AND WING WALL CONSTRUCTION DATA.

ILLUSTRATED LOCATIONS AND ELEVATIONS OF EXISTING

UTILITY LINES ARE APPROXIMATE. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO DETERMINE EXACT EXISTING UTILITY

LINE LOCATIONS AND ELEVATIONS. UNLESS NOTED OTHERWISE,

THE CONTRACTOR SHALL RELOCATE EXISTING UTILITY LINES

AS NEEDED TO PROVIDE A 1’ CLEAR SEPARATION BETWEEN

THE EXISTING UTILITY AND THE CLOSEST PORTION OF THE

NEW STORM BOX CULVERT OR DRAIN LINE. THE CONTRACTOR

SHALL NOTIFY THE CONTRACTING OFFICER OF ANY EXISTING

UTILITY LINE RELOCATIONS THAT ARE NEEDED WHICH ARE NOT

ILLUSTRATED ON THE PROFILES.

MATERIAL FOR NEW STORM DRAIN LINES MUST BE CONCRETE

TO ACCOMODATE VEHICULAR LOADINGS FROM THE NEW PARKING

AREA. NO OTHER MATERIAL WILL BE ALLOWED UNLESS IT CAN

BE PROVEN THAT VEHICULAR LOADS CAN BE HANDLED AND IS

APPROVED EQUAL OR BETTER TO CONCRETE STORM DRAIN PIPE.

IF A DIFFERENT MATERIAL IS BEING USED IT MUST BE APPROVED

BY THE CONTRACTING OFFICER PRIOR TO PLACEMENT.

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

N E

R

G

IN

E E

R

C T

IO

N

C-501 c a c

P

A D .d g n

S

T A

IL

S

I

1’-4"

8" DIAM, PIPE (TYP)

NOT TO SCALE

BOLLARD DETAIL

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

NOT TO SCALE

AND

FINISH GRADE

CONCRETE

POST - MEDIUM GAGE

GREEN U-CHANNEL SIGN

1’-0"

LOW EMISSION VEHICLE PARKING SIGN

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

APPROVED BY THE CONTRACTING OFFICER.

2. SIGN HEIGHTS AND LOCATIONS SHALL BE

1. PROVIDE ONE SIGN PER PARKING SPACE.

SIGN NOTES:

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

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

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

REQUIREMENTS

ACCORDANCE WITH ADAAG

DETECTABLE WARNINGS IN

PROVIDE TRUNCATED DOME

4’-0"

PLAN

SECTION

4" THICK CONC. WALK

6’-0"

TO 6" HIGH

HANDICAPPED CURB-RAMP DETAIL

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

S

ID

E W

A L

K

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

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

7 11

NOT TO SCALE

NOTES:

SITE WALL SECTION

WITH 1#5 BAR, CONT.

CONTINOUS BOND BEAM

#4 BARS AT 48" O.C.

GRADE

ADJACENT

1/2" EXPANSION JOINT

ALTERNATE HOOKS

CONTINOUS

2-#3 BARS.

2’-0"

CENTER UNDER WALL

O

T E

S

TO PARKING LOT.

(SEE SITE PLAN) ADJACENT

8’ TO 10’ WIDE SIDEWALK

CAST STONE TOP

FACE (BOTH SIDES), MASONRY WALL.

8", SOLID GROUTED, SPLIT

DEPTH CHANGES.

STEP DETAIL FOR LOCATIONS WHERE FOOTING

THE SUBMITTAL SHALL INCLUDE A FOOTING

ADJACENT TO WALL; AND TOP OF FOOTING.

TOP OF WALL; TOP OF GRADE/SIDEWALK

ILLUSTRATE THE FOLLOWING ELEVATIONS:

AND APPROVAL. THE PROFILE SHALL

AND PROFILE OF THE ATFP WALL FOR REVIEW

5. THE CONTRACTOR SHALL SUBMIT A PLAN

BUILDING MECHANICAL YARD WALL.

4. SPLIT FACE TYPE AND COLOR TO MATCH

COVER IS REQUIRED.

AT SIDEWALK DRAINS AT WHICH 12" MINIMUM

3. PROVIDE 8" MININUM COVER. EXCEPT

C-505 FOR CONTROL JOINT DETAIL.

20’-0" ON CENTER MAXIMUM. SEE SHEET

2. PROVIDE MASONRY CONTROL JOINTS @

SHEETS FOR ADDITIONAL INFORMATION.

1. REFER TO MASONRY NOTES ON STRUCTURAL

MASONRY ATFP WALL DETAIL

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

N E

R

G

IN

E E

R

C T

IO

N

C-502

C A

C

P A

D .d g n

S

T A

IL

S

II

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

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

2’-0"

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

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

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

TIE BARS WHEN GUTTER ABUTS PCC PAVEMENT.

NOTE: REFER TO GEOTECHNICAL SHEETS FOR REQUIRED

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

8 11

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

N E

R

G

IN

E E

R

C T

IO

N

C-503

C A

C

P A

D .d g n

L

C SIDEWALKL

BACK OF CURB

OF CMU WALL, AND

C BOLLARDS, END

WALL

NEW CMU

6" CURB

NOT TO SCALE

2’-4"

1’.

6" TO 8" CURB IN

TRANSITION FROM

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.

2.

3.

NOTES:

POST

SECURELY TO

MOUNT SIGN

S

T A

IL

S

II

I

NOT TO SCALE

1’-8"

JOINT (TYP.)

CONSTRUCTION

(TYP.)

CONST.JOINT

OPTIONAL

PIPE OPENING

AROUND EACH

HOOP ONE BAR

OF INLET REQUIRES

12" WHERE SIZE

ADD REINFORCING @

PLAN

SECTION

NOTES:

8" 8"

GRATE FRAME

USE 3,000 PSI CONCRETE.

8"

CENTER (TYP.)

O.C.E.W. @

#6 @ 12"

@ CENTER OF SLAB

#6 @ 12" E.W.

OF OPENING

2 #6, 4 SIDES

BE USED INSTEAD WHERE ECONOMICAL.

STD. PRE-CAST SURFACE INLETS MAY

TO BE 1"x DIAM. OF BAR.

ALL LAPS AND EXTENSIONS OF REINF.

3.

2.

1.

V A

R

IE

S

NOT TO SCALE

C

C

8"

GRATE PLAN

ABOUT 3" O.C.

PLATES @

1/2 " x 4 1/2 "

TYP. TYP.

4 1/2 " PLATES

1/2" x

CENTER OF PLATES

DIAM. BARS THRU

TWO 3/4"

2’-1 1/4 "

1’-8"

SECTION THRU INSTALLED FRAME

2’-2"

ANCHOR STRAP

C503

C503

NOT TO SCALE

SIGN INSTALLATION DETAIL

SIDEWALK BOLLARD DETAIL SURFACE INLET GRATE AND FRAME

STANDARD SURFACE INLET

FRAME PLAN

2’-2" I.D.

5" x 3 1/2 " x 1/2 " ANGLES

ANCHOR STRAPS (6 REQUIRED)

3/16 " x 2" x 10"

WELD TO ANGLES

1/4 " x 5" SIDE PLATES

A T

E

(6 GRATES)

14’-0"

(TYP.)

BOLLARD

(TYP.)

8"CURB

(TYP.)

GUTTER

NOTE 1

PAVEMENT

EDGE OF

GUTTER OR

CURB AND

OF ASSOCIATED CONSTRUCTION.

CONTRACTING OFFICER PRIOR TO COMMENCEMENT

SIGN LOCATIONS SHALL BE APPROVED BY THE

TRANSPORTATION).

UNIFORM TRAFFIC CONTROL DEVICES (DEPT. OF

ALL SIGNS SHALL CONFORM TO THE MANUAL ON

COMPLY WITH BASE STANDARDS.

SHALL BE APPROVED BY THE CONTRACTING OFFICER AND

PAINTED BROWN. EXACT SHADE AND TONE OF BROWN

BACKS OF ALL SINGLE SIDED SIGNS, SHALL BE

UNLESS NOTED OTHERWISE, SIGN POSTS, AND THE

9 11

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

R

IE

S

1’-0"

3’-3"

1’-6" 1’-1"

8"

2" TYP

8"

G E

N E

R

G

IN

E E

R

C T

IO

N

C A

C

P A

D

C-504

S

T A

IL

S

IV

0’ 6" 1’

3/4" = 1’-0"

2’ 4’

SCALE: 3/4" = 1’-0"

C-504

TYPICAL DOUBLE BOX CULVERT SECTION

1’-0"

C-504

A

C-504 SCALE: 1/2" = 1’-0"

C-504 SCALE: 3/4" = 1’-0"

SECTION

C-504 SCALE: 3/4" = 1’-0"

SECTION

SECTION

C-504

C-504

C-504

C-504

SYM.

CL

BOX CULVERT/WINGWALL PLAN

C-504 SCALE: 3/4" = 1’-0"

SECTION

0’ 1’ 2’

1/2" = 1’-0"

4’ 6’

8"8’-0"8"8’-0"8"

19’-0"

6" 6"

S

IV

IL

STAGGERED EF

#4 BARS @ 18" OCEW

TOP AND BOTTOM

#4 BARS @ 18" OCEW

#4 BARS @ 18" OCEW

SLAB SEE <<1/S-405>>

CULVERT FLOOR

CONCRETE BOX

#4 BARS @ 18" OCEW

1’-0"

(2)-#4 BARS CONT

#4 BARS @ 18" OC

SLAB SEE <<1/S-405>>

CULVERT TOP

CONCRETE BOX

2’-6" 2’-6"

STAGGERED

#8 @ 6"OC

18’-0"

T&B STAGGERED

#5 @ 12" CONT

STAGGERED

#7 @ 12"OC

EA FACE STAGGERED

#5 @ 12" CONT

EW EF STAGGERED

#5 BARS @ 12"OC

T&B STAGGERED

#5 @ 12" CONT.

T Y

P

C L

R

#8 @ 12", TYP.

REINF, TYP.

W/ OPP FACE

STAGGER

#6 @ 12"

10 11

SCALE: NOT TO SCALE

" T

Y P

REINF, TYP

OF WALL OR SLAB

NUMBER OF LAYERS

MATCH SIZE AND

OPENING REINF. TO

PENETRATION

SQUARE OR ROUND

RECTANGULAR,

TYP

OR WALL REINF.

REGULAR SLAB

IN CONCRETE SLAB OR WALL

TYPICAL REINFORCING AT OPENING

NEW MASONRY WALL

BOTTOM SLABS

CULVERT TOP &

A C-504

NOT TO SCALE

NEW SIDEWALK

FOR REINFORCEMENT DETAILS

SEE DETAIL A THIS SHEET

(2) NEW 18" STORM DRAIN

J .V

IG

IL

J .V

IG

IL

C .V

E L

A S

Q U

E Z

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

N E

R

G

IN

E E

R

C T

IO

N

C-505

S

T A

IL

A

C

.D

G N

E=850,250.17

N=1,230,659.97

PAVEMENT EDGE

PAVEMENT

EXISTING

SHOULDER

EXISTING 5’

3’ SHOULDER

NEW 5’ TO

SHOULDER

NEW 3’

R=28’

E=850,217.59

N=1,230,662.56

GUTTER EDGE

CURB TERMINAL

E=850,218.61

N=1,230,660.83

BACK OF CURB

R=10’B

E=850,214.88

N=1,230,657.66

BACK OF CURB

R=15’B

R=3’B

E=850,217.48

N=1,230,640.53

BACK OF CURB

(TYP.)

GUTTER

(TYP.)

CURB

NOT TO SCALE

ISLAND DETAIL

R=26.7’

E=850,209.89

N=1,230,657.06

PAVEMENT EDGE SCALE: NOT TO SCALE

OF JOINT

(2) CELLS EACH SIDE

GROUT & REINFORCE

CONTROL JOINT DETAIL

@ BOTH SIDES OF WALL

SEALANT WITH BACKER ROD

CONTINUOUS ELASTOMERIC

PAVEMENT

INTEGRAL WITH PCC

NEW 6" CURB CAST R1-1-36

ACCESSIBLE

VAN

R7-8a

PARKING

RESERVED

R7-8-12

NOT TO SCALE

NOT TO SCALEHANDICAP SIGN DETAIL

STOP SIGN DETAIL

LOCATIONS.

SHALL BE USED. SEE SITE PLAN FOR HANDICAP SIGN

1. AN R7-8-12 HANDICAP SIGN OR APPROVED EQUAL

NOTES:

LOCATIONS.

SHALL BE USED. SEE SITE PLAN FOR STOP SIGN

1. AN R1-1-36 STOP SIGN OR APPROVED EQUAL

NOTES:

N32M OR EQUAL

2 - #7

4’-0" SQUARE

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

2 - #7

8"

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

V A

R

IE

S

11 11

NOTE: BOND BEAM REINF DISCONTINUOUS THROUGH JOINT.

FILLER

CONTROL JOINT

FORMED RUBBER

CONTINUOUS

3/8"

J .V

IG

IL

N .T

A Y

L O

R

C .V

E L

A S

Q U

E Z

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

E

N

X

IC

O

C O

R

G

IN

E E

R S

U .S

A R

G

IN

E

T R

IC

T

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

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

F Y

U A

D R

E R

A T

IO

N S

C A

N N

R

O V

IS

N

X

IC

O

A P

R

IL

W

P P

R

1" = 20’-0" 0’ 40’ 60’10’ 20’

G E

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

:1

M

M A

N N

P A

V E

M E

A N

B-101

LEGEND

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

PAVEMENT SITE PLAN

P L

A N

NEW PCC PAVEMENT

NEW HMAC PAVEMENT

NEW CURB AND GUTTER 8"

(SEE CIVIL SHEETS)

NEW CURB AND GUTTER 6"

BOLLARD (SEE CIVIL SHEETS)

SCALE: 1" = 20’-0"

C

L

IT

T L

E

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.

c a b p a d .d g n

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 J

O R

D A

N

B-301

TYP

TYP

B-301

TYP

1 10

NEW

RST

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

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

F Y

U A

D R

E R

A T

IO

N S

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

A P

R

IL

W

P P

R

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

P L

A N

1" = 40’-0" 0’ 80’ 120’20’ 40’

:1

C L

IT

T L

E

M

M A

N N

B-102

SCALE: 1" = 40’-0"

S U

B S

U R

F A

E S

T

IG

A T

A N

SUBSURFACE

INVESTIGATION PLAN

GENERAL NOTES

1. SEE SHEETS B-701 - B-705 FOR DRILLING LOGS.

C A b p a d .d g n

B J

O R

D A

N

LEGEND

AD-**-**

RS-**-**

DRILLING HOLE LOCATION/ NUMBER

RING SAMPLE LOCATION/NUMBER

LIMITS OF PROPOSED CONSTRUCTION

2 10

AD-11-112AD-11-122

AD-11-113

AD-11-114

AD-11-120

AD-11-121

RS-11-106

RS-11-105

RS-11-104

AD-11-155

AD-11-156

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

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

F Y

U A

D R

E R

A T

IO

N S

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

A P

R

IL

W

P P

R

LEGEND

X

P L

A N

G E

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

R

DOWELED CONSTRUCTION

JOINT (B-501)

SAW-CUT CONTRACTION

JOINT (B-501)

THICKENED EDGE

EXPANSION JOINT (NOTES B-501)

REINFORCED SLAB (B-501)

M

M A

N N

C

L

IT

T L

E

B-103

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.

C A b p a d .d g n

:1

1" = 20’-0" 0’ 40’ 60’10’ 20’

SCALE: 1" = 20’-0"

JOINT LAYOUT PLAN

0" 27’-0"

24’-0"

(3 EQUAL)

U A

L

J O

Y O

A N

S

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

KEYED NOTE

SWALE - SEE THIS SHEET FOR "JOINT

LAYOUT PLAN - TYPICAL SWALE".

1.

SCALE: NOT TO SCALE

(2 AT 13’-6")

B J

O R

D A

N

3 10

TX TX TX

TT

T

T T T

T

T T

T T

T

TT

NEW

RST

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

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

F Y

U A

D R

E R

A T

IO

N S

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

A P

R

IL

W

P P

R

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.

G E

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

:1

M

M A

N N

C

L

IT

T L

E

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

5’-0"

B-301

C A b p a d .d g n

6"

** 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

NEW SIDEWALK

SCALE: NOT TO SCALE

PRIME COATTACK COAT

B-301

JUNCTURE OF NEW SIDEWALK

AND NEW HMAC PAVEMENT

THICKENED

EDGE

TACK COAT

PRIME COAT

B-301

JUNCTURE OF NEW PCC PAVEMENT

AND NEW HMAC PAVEMENT

1’-0"

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.

9 9

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

#4 @ 12" OCEW

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.

B J

O R

D A

N

** USE �" EXPANSION JOINT MATERIAL

WHERE SIDEWALK MEETS CURB.

SCALE: NOT TO SCALE

CURB AND GUTTERFINISHED GRADE

OR SIDEWALK**

INTEGRAL CURB AND GUTTER

WITH NEW PCC PAVEMENT

B-301

4 10

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

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

F Y

U A

D R

E R

A T

IO

N S

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

A P

R

IL

W

P P

R

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.

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"

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

O T

E C

H N

IC

G

IN

E E

R

C T

IO

N

B-501

P A

V E

M E

T A

IL

S

M

M A

N N

C

L

IT

T L

E

:1

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.

CL

SCALE: NOT TO SCALE

DOWELED CONSTRUCTION JOINTS

JOINT SEALANT12 16

BUTT JOINT

DOWEL (ONE END

PAINTED AND OILED)

FOR MOTORCYCLE AND

DUMPSTER PAD APPROACH

C A b p a d .d g n

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

LONGITUDINAL AND TRANSVERSE

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 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 10

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

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

F Y

U A

D R

E R

A T

IO

N S

F A

C

IL

IT

Y

R

E C

A P

P

A R

K

E

Q Z

A P

R

IL

W

P P

R

B-701

:1

D R

IL

L

G S

I

GENERAL NOTES

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

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

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…