9. FXSB 19-5239 DRAWINGS_DRAFT.pdf

MAP KEY

LOCATION DESCRIPTION

RICHARDSON VISITORS GATE

ARCTIC VALLEY GATE GLENN HWY SOUTHBOUND EXIT

ELMENDORF VISITORS GATE

654 6TH STREET: FIRE STATION 4

8517 20TH STREET: SECURITY FORCES

CLEAN FILL LANDFILL SITE

CONCRETE LANDFILL SITE

POST ROAD GATE

GOVERNMENT HILL GATE

PROJECT LOCATION

JOINT BASE ELMENDORF-RICHARDSON

673RD CIVIL ENGINEER SQUADRON

KEY PLAN

NOT FOR CONSTRUCTION

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

01 MAR 2021

03/01/2021

03/01/2021

N

RPR MODIFY TRAFFIC PATTERNS - TRAFFIC

CALMING GOV'T HILL & POST ROAD

FXSB 19-5239 & FXSB 19-5240

ANSI

D

PRELIMINARY

C-1

PROJECT LOCATION

SCHEDULE OF DRAWINGS

SHEET NUMBER SHEET TITLE

C-1 COVER SHEET

C-2 GOV'T HILL DEMOLITION

C-3 GOV'T HILL CIVIL

C-4 POST RD DEMOLITION

C-5 POST RD CIVIL

C-6 DETAILS

C-7 EXISTING STORM DRAIN LAYOUT GOV'T HILL

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.

2. AT NO TIME WILL THE CONTRACTORS WORK, STORAGE OF MATERIALS, PARKING OF VEHICLES OR OTHER ACTIVITIES BE ALLOWED TO INTERFERE WITH THE WORK ACTIVITIES OF GOVERNMENT PERSONNEL OR TO

DAMAGE GOVERNMENT OR PRIVATE PROPERTY.

3. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE WORK AREA FREE FROM ACCUMULATION OF WASTE MATERIALS. DEBRIS SHALL BE REMOVED ON A DAILY BASIS.

4. ALL WELDING AND / OR THE USE OF FLAME PRODUCING DEVICES SHALL BE CLEARED THROUGH THE FIRE DEPARTMENT.

5. ALL CONSTRUCTION PERMITS, FEES AND COORDINATION OF ANCILLARY ITEMS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. THE WORK OF THIS CONTRACT SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES OR STANDARDS, INCLUDING BUT NOT LIMITED TO: ENVIRONMENTAL PROTECTION AGENCY, NATIONAL ELECTRICAL CODE, NATIONAL ELECTRICAL SAFETY CODE, NATIONAL FIRE PROTECTION ASSOCIATION, OSHA STANDARDS, FIRE CODES, INTERNATIONAL BUILDING CODE.

7. BOTH GOVERNMENT HILL GATE AND POST ROAD GATE DESIGNS BASED ON 2019 AERIAL IMAGERY. CONTRACTOR SHALL RECEIVE CAD LINE WORK ONCE PROJECT IS AWARDED. FINAL PLACEMENT OF DESIGN TO BE DETERMINED AFTER CONTRACTOR COMPLETES SURVEY, MATCHES DESIGN TO EXISTING CONDITIONS, AND SUBMITS UPDATED DESIGN TO GOVERNMENT FOR APPROVAL.

PROJECT NOTES:

COVER SHEET

DRAFT

~255'

~185'

~122'

~118'

~46'

EAST BLUFF DRIVE

EAST LOOP ROAD

ARCTIC W

ARRIOR DRIVE

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

01 MAR 2021

03/01/2021

03/01/2021

N

RPR MODIFY TRAFFIC PATTERNS - TRAFFIC

CALMING GOV'T HILL & POST ROAD

FXSB 19-5239 & FXSB 19-5240

ANSI

D

PRELIMINARY

1"=20'

DEMO NOTES

1. COORDINATE LIMITS OF DEMOLITION WITH GOVERNMENT PRIOR TO START

OF REMOVAL.

2. PROTECT ALL INFRASTRUCTURE AND UTILITIES NOT INCLUDED IN PROJECT

THROUGHOUT CONSTRUCTION. UNINTENTIONAL DAMAGE MUST BE

REPAIRED TO EXISTING CONDITION AT CONTRACTOR'S EXPENSE.

3. OBTAIN DIG PERMITS AND UTILITY LOCATES PRIOR TO START OF

DEMOLITION.

4. INSTALL TEMPORARY 6' CHAIN LINK FENCE SURROUNDING THE PROJECT

AREA AND TYING INTO EXISTING BASE PERIMETER FENCE DUE TO BASE

PERIMETER GATE LOCATED WITHIN WORK ZONE.

LEGEND

DEMO EXISTING PAVEMENT

DEMO EXISTING CONCRETE

REMOVE CONCRETE CURB AND GUTTER

TEMPORARY 6' CHAIN LINK FENCE

C-2

TEMPORARY 6' CHAIN

LINK FENCE

BASE PERIMETER GATE

PROTECT-IN-PLACE

REPLACE FRAME AND

GRATE WITH FLAT LID.

MATCH LID ELEVATION

TO 14" BELOW SIDEWALK

GRADE

REPLACE FRAME AND

GRATE WITH FLAT LID.

MATCH LID ELEVATION

TO 14" BELOW SIDEWALK

GRADE

DEMOLITION SHEET - GOVERNMENT HILL GATE

EAST BLUFF DRIVE

EAST LOOP ROAD

ARCTIC W

ARRIOR DRIVE

~12'

~12'

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

01 MAR 2021

03/01/2021

03/01/2021

N

RPR MODIFY TRAFFIC PATTERNS - TRAFFIC

CALMING GOV'T HILL & POST ROAD

FXSB 19-5239 & FXSB 19-5240

ANSI

D

PRELIMINARY

1"=20'

NOTES

1. SEE SHEET C-6 FOR STANDARD AND NON-TRAVERSABLE CURB DETAILS AND

CURB NOSE DETAIL.

2. SEE SHEET C-6 FOR SPEED TABLE DETAIL.

3. SEE SHEET C-6 FOR SIGN TABLE.

4. SIZE & SPACE BOULDERS TO PREVENT VEHICLES FROM DRIVING BETWEEN

THEM. COORDINATE WITH SECURITY FORCES AND GOVERNMENT CONTACTS.

5. LOCATION OF STORM DRAIN MANHOLES OR CATCH BASINS WILL BE

DETERMINED BASED ON FINAL GRADING OF CHICANE. SEE EXHIBIT DRAWING

FOR EXISTING STORM DRAIN LAYOUT FROM GEOBASE.

LEGEND

PAVEMENT SECTION

CONCRETE MEDIAN SECTION

ASPHALT MEDIAN SECTION

BOULDERS

'NON-TRAVERSABLE' CURB & GUTTER

'STANDARD' CURB & GUTTER

SIGN

STORM DRAIN MANHOLE/CATCH BASIN

3" HMA, TYPE II, CLASS A

PG 52-28

6" AGGREGATE BASE COURSE,

GRADING D-1

12" BORROW, TYPE A

PAVEMENT SECTION

SCALE 1" = 15'

EXISTING SUBBASE

2" HMA, TYPE II, CLASS A

PG 52-28

4" AGGREGATE BASE COURSE,

GRADING D-1

12" BORROW, TYPE A

ASPHALT MEDIAN SECTION

SCALE 1" = 15'

EXISTING SUBBASE

4" CONCRETE

12" BORROW, TYPE A

CONCRETE MEDIAN SECTION

SCALE 1" = 15'

EXISTING SUBBASE

SPEED TABLE

4" WHITE

(2) 4" YELLOW

C-3

JERSEY BARRIERS

W6-1

W17-1

W17-1REPLACE FRAME AND

GRATE OF EXISTING

STORM DRAIN

STRUCTURE WITH FLAT

LID. MATCH LID

ELEVATION TO 14" BELOW

SIDEWALK GRADE

REPLACE FRAME AND

GRATE OF EXISTING

STORM DRAIN

STRUCTURE WITH FLAT

LID. MATCH LID

ELEVATION TO 14" BELOW

SIDEWALK GRADE

CIVIL SHEET - GOVERNMENT HILL GATE

DRAFT

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

AutoCAD SHX Text

SD

PEASE AVENUE

~60'

~227'

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

01 MAR 2021

03/01/2021

03/01/2021

N

RPR MODIFY TRAFFIC PATTERNS - TRAFFIC

CALMING GOV'T HILL & POST ROAD

FXSB 19-5239 & FXSB 19-5240

ANSI

D

PRELIMINARY

1"=20'

DEMO NOTES

1. COORDINATE LIMITS OF DEMOLITION WITH GOVERNMENT PRIOR TO START

OF REMOVAL.

2. PROTECT ALL INFRASTRUCTURE AND UTILITIES NOT INCLUDED IN PROJECT

THROUGHOUT CONSTRUCTION. UNINTENTIONAL DAMAGE MUST BE

REPAIRED TO EXISTING CONDITION AT CONTRACTOR'S EXPENSE.

3. OBTAIN DIG PERMITS AND UTILITY LOCATES PRIOR TO START OF

DEMOLITION.

4. AERIAL IMAGERY IS FROM 2019 AND WILL BE OUT OF DATE ONCE PROJECT

FXSB 20-1053 IS CONSTRUCTED IN SPRING/SUMMER OF 2021. DEMOLITION

SHEET SHOWS ESTIMATED CONSTRUCTION LIMITS AFTER COMPLETION OF

PROJECT FXSB 20-1053.

LEGEND

DEMO EXISTING PAVEMENT

REMOVE CONCRETE CURB AND GUTTER

LICENSE PLATE READER

PROTECT-IN-PLACE

C-4

CONCRETE TO BE

REMOVED BY ANOTHER

CONTRACT SUMMER

2021. SEE NOTE 4

DEMOLITION SHEET - POST ROAD GATE

PEASE AVENUE

~135'

~200'

~12'

~12'

~14'

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

01 MAR 2021

03/01/2021

03/01/2021

N

RPR MODIFY TRAFFIC PATTERNS - TRAFFIC

CALMING GOV'T HILL & POST ROAD

FXSB 19-5239 & FXSB 19-5240

ANSI

D

PRELIMINARY

1"=20'

C-5

NOTES

1. SEE SHEET C-6 FOR STANDARD AND NON-TRAVERSABLE CURB

DETAILS AND CURB NOSE DETAIL.

2. SEE SHEET C-6 FOR SIGN TABLE.

4. SIZE & SPACE BOULDERS TO PREVENT VEHICLES FROM DRIVING

BETWEEN THEM. COORDINATE WITH SECURITY FORCES AND

GOVERNMENT CONTACTS.

5. ONCE CHICANE FINAL GRADING IS DETERMINED, A CURB CUT

THROUGH MEDIAN MAY BE NEEDED TO PREVENT PONDING

WITHIN ROADWAY.

LEGEND

PAVEMENT SECTION

TOPSOIL AND SEED

ASPHALT MEDIAN SECTION

BOULDERS

'NON-TRAVERSABLE' CURB & GUTTER

'STANDARD' CURB & GUTTER

SIGN

GUARDRAIL

2" HMA, TYPE II, CLASS A

PG 52-28

AGGREGATE BASE COURSE, GRADING

D-1 AS NEEDED FOR PRE-LEVEL

EXISTING BASE COURSE

PAVEMENT SECTION

SCALE 1" = 15'

EXISTING SUBBASE

2" HMA, TYPE II, CLASS A

PG 52-28

4" AGGREGATE BASE COURSE,

GRADING D-1

EXISTING BASE COURSE

ASPHALT MEDIAN SECTION

SCALE 1" = 15'

EXISTING SUBBASE

LICENSE PLATE READER

PROTECT-IN-PLACE

W12-1

R4-5

R4-8

TACK COAT

2" HMA, TYPE II, CLASS A

PG 52-28

SEE NOTE 5

CIVIL SHEET - POST ROAD GATE

R

1/2R

8" CURB

R

PARABOLIC

CURVE

6.5"

A A

6"

REFLECTIVE SHEETING,

BOTH SIDES

REPLACEABLE FLEXIBLE

POST, 2" MIN DIAM.

ORANGE COLOR

DRIVEABLE GROUND

ANCHOR SOCKET

ADJACENT CURB NOSE

OR CURB & GUTTER

3'-6"

MIN

NOTES

1. INSTALL DELINEATORS PER

MANUFACTURER'S

RECOMMENDATIONS.

2. INSTALL DELINEATORS

BEHIND EACH CURB NOSE,

AS INDICATED, OR AS

DIRECTED BY POC.

MEDIAN CURB NOSE & FLEXIBLE DELINEATOR DETAIL

NTS

SECTION A-A

FLEXIBLE DELINEATOR

CURB RAMP, PLAN

'NON-TRAVERSABLE' CURB & GUTTER DETAIL

8" PROFILE, NTS

'STANDARD' CURB & GUTTER DETAIL

6" PROFILE, NTS

SEE STANDARD DETAIL #30-1

12"

6" 1"

24"

1-1/4"

6"2" R1.5" R

0.00'

(FL)-0.46'

-0.40'

2.5% SLOPE

14"

6" 1"

24"

1-1/4"

6"2" R 1.5" R

0.00'

(FL)-0.63'

-0.56'

2.5% SLOPE 8"

6"

RAMP

72"120"RAMP

72"

3"

SECTION A-A

NTS

NOTES

1. SPEED TABLE SHALL BE CONSTRUCTED OUT

OF CONCRETE WITH DOWEL BARS AT THE

TRANSVERSE JOINTS AND 1" DIAMETER

BARS 16" IN LENGTH FOR LONGITUDINAL

JOINTS.

SPEED TABLE DETAIL

NTS

A A

B

B

SECTION B-B

NTS

NOTES

1. ALL STRIPING SHALL BE IN ACCORDANCE

WITH PART 3 OF THE FEDERAL HIGHWAY

ADMINISTRATION'S MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD), 2009

EDITION.

2. ALL TRAFFIC SIGNS SHALL BE IN

ACCORDANCE WITH PART 2 OF THE FHWA

MUTCD, 2009 EDITION.

3. SIGN DESIGNATIONS AND LOCATIONS

SHOWN ARE FOR REFERENCE.

CONTRACTOR SHALL VERIFY PRIOR TO

CONSTRUCTION. SUBMIT SIGN SCHEDULE

FOR GOVERNMENT APPROVAL PRIOR TO

PROCUREMENT.

12"

72"

72"

12"

SEE SPEED TABLE

MARKING DETAIL

SPEED TABLE MARKING DETAIL

NTS

8"

A B C D E F G H I

SHEET

REFERENCE

NUMBER

AF PROJECT NUMBER:

AEC FILE NAME:

DRAWING SCALE:

PLOT SCALE:

SYMBOL DATE DESCRIPTION

REVISIONS

JOINT BASE ELMENDORF-RICHARDSON, AK

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PROJ. ENG.

DESIGN

DRAWINGS

1:1

AF CONTRACT NUMBER:

INV. NUMBER:

DATE APPR

DATE:

DATE:

DATE:

DATE:

DRAWING NO:

U.S. AIR FORCE

01 MAR 2021

03/01/2021

03/01/2021

N

RPR MODIFY TRAFFIC PATTERNS - TRAFFIC

CALMING GOV'T HILL & POST ROAD

FXSB 19-5239 & FXSB 19-5240

ANSI

D

PRELIMINARY

C-6

1:1

SIGN OR PLAQUE SIGN

DESIGNATION COUNT

SPEED HUMP W17-1 2

DIVIDED HIGHWAY W6-1 1

DOUBLE ARROW W12-1 1

TRUCKS USE RIGHT LANE R4-5 1

KEEP LEFT R4-8 1

DETAIL SHEET

P a c i f i c G e o B a s e L e t t e r [ A N S I A - L a n d s c a p e ]P a c i f i c G e o B a s e L e t t e r [ A N S I A - L a n d s c a p e ] µ

0.01 0 0.01 0.02 0.03 0.040.005 mi

0.02 0 0.02 0.04 0.06 0.080.01 km

UNCLASSIFIED // CONTROLLED UNCLASSIFIED INFORMATION

GOVERNMENT SUPPLIED DRAINAGE MATERIALS

Existing Storm Drain Gov't Hill