289991_CIVIL_DWG.pdf

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Attached to
Repair Parking Lot of Apache Range, Camp Casey(MATOC Only)
Solicitation number
W90VN824R0051
Issued by

About this file

This document appears to be a set of civil engineering drawings related to a federal contract opportunity to repair the parking lot of the Apache Range at Camp Casey.

The key details are:

  • The contract opportunity is for repair and maintenance work on the existing parking lot, including replacing asphalt pavement, sidewalks, and curbing; repainting parking lines and road edges; and installing new wheel stops.
  • The project is located at Camp Casey, which is part of the United States Army Garrison Red Cloud under the US Army Installation Management Command.
  • This is a solicitation issued only to existing Area I & II General Construction Multiple Award Indefinite Delivery Indefinite Quantity (MAIDIQ) contractors under Contract Numbers W91QVN-24-D-0001 through 0020, 0082, 0099, 0103, and 0107.
  • The drawings provide site plans, removal plans, and construction details for the proposed repair work.

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Text version

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

A

B C D

E F G H

SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

DESIGNED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

ENVIRONMENT

FORCE PROTECTION

CIVIL

T-1

TITLE SHEET

LOCATION PLAN AND GENERAL NOTES

REMOVAL PLAN

SITE LAYOUT PLAN AND SCOPE OF WORK

MISC. DETAILS4 OF 4

C - 4

C - 3

C - 2

C - 1

CAMP CASEY

FEWR NO. 289991

CAMP CASEY

REPAIR PARKING LOT OF APACHE RANGE

PAK, CS

289991

REPAIR PARKING LOT OF APACHE RANGE

LAUNDRY

647667

DPW HQ

629 685

651A

853 874

833T

808 811

746 715 726

11491151

10431170

10291144

1918 1879

2372A

2373T

23832379

2451 2400

3004 3005

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

18331832

17441707

1962 1812

491 499

456A

SIMNET

463Z

TSAK MILES 2000

549 546

8114T

560G

468454

86M

48T

134 133

186 192

202A

208 215 214

213 212

199 194

258252

249 262

1785 235

237 238

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

VEH BR 1821

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

VEH BR

VEH BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

447A

497A

497B

458Z

QA00894-0J

QA00893-0J

QA00892-0J

EXER W/LAT

EXER W/LAT

QA00138-9J

QA01300-8J

00-54151 BUP 020122

00-54152 BUP 020122

00-54132 BUP 010801

00-54127 BUP 040430

00-54158 BUP 030104

00-54129 BUP 011109

00-54157 BUP AFTER 2026

00-54156 BUP 031030

00-54130 BUP 020330

00-54131 BUP 020929

00-54155 BUP 030506

03-57200 REPAIR 041007

XX-QA00606 BUP 0310XX

XX-QA00602 BUP 0310XX

2022(?)

VEH BR

VEH BR

472?

455?

1840T

BARRIER

1564 1566

635A

2002B

48A

706(707A)

(2298)

1071?

1760?

VEH BR?

VEH BR?

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

S

S

W

W

B

B

48T

A

B

39 55

134 133

186 192

202A

208 215 214

213 212

258252

249 262

1785 235

237 238

FOOT BR

VEH BR

VEH BR

VEH BR

FOOT BR

FOOT BR

VEH BR

F

00-54151 BUP 020122

00-54152 BUP 020122

99-47353

4-200PN

XX-QA00606 BUP 0310XX

95-44142

4-184PN

VEH BR

A B

48A

B

A B

A B

A

B

A

B

174 Z

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

- 1 SCALE = 1 : 3,000

LOCATION PLAN

N

THIS PROJECT

GENERAL NOTES :

COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED PRIOR TO

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

COVERED WITH TOP SOIL AND CARPET SODDED.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS SHALL BE UTILIZED

OF THE INSTALLATION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR OM&A PROJECTS, KOREA, OCTOBER 2015, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

EXISTING SITE CONDITIONS PRIOR TO START OF WORK.

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

CIVIL

LOCATION PLAN AND GENERAL NOTES

C-1

CAMP CASEY KEY MAP

A CLEAN CONDITION ACCEPTABLE TO THE COR.

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

CAMP CASEY

REPAIR PARKING LOT OF APACHE RANGE

PAK, CS

QTYNO. ITEM

REMOVAL SCHEDULE

REMARK

155.0 LM

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

C-2

CIVIL

LEGEND :

BUILDING

REMOVAL

CONC SIDEWALK/ PAD

BUSHES RELOCATION IN PROJECT SITE.

3. THE CONTRACTOR SHALL COORDINATE WITH COR FOR THE TREES AND

CONTRACTOR SHALL COORDINATE WITH COR.

2. CONTRACTOR SHALL CONFIRM THE UTILITIES BEFORE REMOVAL.

VERIFY ACTUAL QUANTITIES.

1. QUANTITIES ARE ESTIMATED QUANTITIES, THE CONTRACTOR SHALL

NOTE:

WOOD CURB

REMOVAL PLAN

W

SCALE = 1 : 300

N

AC PAVEMENT 1580.0 SM

100.0 SM3 CON'C SIDEWALK

REMOVAL PLAN

CAMP CASEY

REPAIR PARKING LOT OF APACHE RANGE

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

W

N

CIVIL

C-3

SITE LAYOUT PLAN1

- 3

SCOPE OF WORK

SCHEDULE #1 (REPAIR/MAINTENANCE)

1. REPLACE AC PAVEMENT.

1APPROX. 1600.0 SM

MILL/OVERAY W/ 50MM THK AC SURFACE COURSE,

1APPROX. 210.0 SM

REPLACE AC PAVEMENT,

GRANITE CURB, APPROX. 235.0 LM

REPLACE EXST WOOD CURB W/

COURSE.

2. MILL/OVERAY W/ 50MM THK AC SURFACE

CURB.

3. REPLACE EXST WOOD CURB W/ GRANITE

W/ NEW, APPROX. 120.0 SM

REPLACE EXST CON'C SIDEWALK AND RAMP

RAMP W/ NEW.

4. REPLACE EXST CON'C SIDEWALK AND

3.00 @ 10 = 30.00

2.80 @ 10 = 28.00

APPROX. 40 EA

INSTALL ELASTIC WHEEL STOP,

SCHEDULE #2 (CONSTRUCT/ALTERATION)

1. INSTALL ELASTIC WHEEL STOP.

2, 3

- 4

- 4

SITE LAYOUT PLAN AND SCOPE OF WORK

APPROX. 414.0 LM

W/ 150MM THK REFLECTIVE WHITE,

REPAINT PARKING LINE AND ROAD EDGD LINE

LINE W/ 150MM THK REFLECTIVE WHITE.

5. REPAINT PARKING LINE AND ROAD EDGD

SCALE = 1 : 300

CAMP CASEY

REPAIR PARKING LOT OF APACHE RANGE

300MM THK BASE COURSE

150MM THK SUBBASE COURSE

TYPICAL AC PAVEMENT SECTION AC PAVEMENT JOINT (NEW TO EXST)

1A 1B

1A

PRIME COAT

SUB GRADE

PAVEMENT

EXISTING

75MM THK ASPHALTIC CONCRETE

SUBGRADE

NEW PAVEMENT,

SEE DETAIL

MIN

EXST AC PAVEMENT

TACK COAT

SAWCUT & BITUMINOUS

PRIME COAT

NEW AC PAVEMENT

REFLECTIVE

WHITE PAINT

STRIPES (TYP)

CL

CL

150mm WIDE

PAVEMENT MARKING DETAILS

CURB

CONCRETE 25-18-8

SUBGRADE

A C

O R

P C

C P

A V

E M

E N

T

S E

C T

IO

N

SIDEWALK

GRANITE CURB

C

2% SLOPE

EXISTING SUBGRADE

TACK COAT

EXISTING BASE COURSE

VARIES

TO REMAIN

EXISTING SUBBASE COURSE

2% SLOPE

TO REMAIN

TO REMAIN

BASE COURSE NOT EXPOSED

MILLING & OVERLAY

EXISTING PCC PAVEMENT

50 / 100MM THK AC PAVEMENT

OVERAY ON EXSTING PCC W/

AC PAVEMENT

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CIVIL

SCALE: NONE

SCALE: NONE

C-4

GRANITE CURB

- SCALE: NONE

1C

2C

2C

JOINT

SEALER

JOINT

FILLER

R=3

TYP

R=3

TYP

TRANSVERSE CONTRACTION JOINTS

SHALL BE SPACED SO THAT RATIO

OF SLAB LENGTH TO WIDTH WILL

NOT EXCEED 1.25. THE DEPTH OF

THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH OF THE

SIDEWALK SLAB THICKNESS,BUT NOT

LESS THAN THE MAXIMUM NOMINAL

SIZE OF THE AGGREGATE USED.

PROVIDE EXP JOINTS AT MAX 9.0 M

INTERVALS FOR STRAIGHT SECTIONS,

AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER

CONCRETE STRUCTURES.

BROOM

FINISH FIN GRADE

3A S E C T I O N

3B

EXPANSION JOINT

3C

CONTRACTION JOINT

COMPACTED

NON-FROST-SUSCEPTIBLE

MATERIAL BASE

0.06

#8-150X150 WWF

2C

2B

ELEVATION

SECTION

2D

DRIVE WAY CURB

2A

PLAN

DIRECTION SHOWN

BY BROOM FINISHING IN THE

ROUGHEN CONCRETE SURFACE

CONCRETE

STANDARD CONCDROP CURB DROP CURB

CONC. SIDEWALKSTD. CONC. CURB

CONC. CURB

DROP CURB

0 15

TOP OF CONC CURB

AC PAVEMENT

DRIVE WAY CURB

FOR DET, SEE EXPANSION JOINT

CONCRETE RAMP

WIRE MESH 2%

100mm THK BASE COURSE

COMPACTED SUBGRADE

DRIVE WAY

CURB

DROP CURB

1:121:12

DRIVE WAY CURB

1:

DROP CURB

CONC. CURB

R=25

150150

4mm0 X 150 X150

10mm PREMOLDED12

15001375 1375

15001375 1375

SCALE: NONE

CONCRETE SIDEWALK

RAMP DETAIL

SCALE: NONE4

2D

4 -

MISC. DETAILS

CAMP CASEY

REPAIR PARKING LOT OF APACHE RANGE

t1
1
2
3
4

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