H01._Drawing_files___172322.pdf

PDF 1 MB Posted Apr 17, 2018

Attached to: Repair Pavement near Bldg #504, Cp Casey
Solicitation number: W91QVN18R0100
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

From the source

Drawing

View the file

Other files

File	Type	Posted
H01._Revised_Drawing_files___172322.pdf	PDF	Apr 25, 2018
A21._Amendment__01_W91QVN-18-R-0100-0001.docx	DOCX document	Apr 25, 2018
A21._W91QVN-18-R-0100.docx	DOCX document	Apr 17, 2018
H03._Submittal_Register___172322.xlsx	XLSX spreadsheet	Apr 17, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

B C D

E F G H

SYMBOL 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

YICH CAMP CASEY

CIVIL

AS SHOWN

SCALE IN METERS

PROJECT LOCATION PLAN

C-1

65-A

12 CM

STREAM

S T

P V C

227.5

J-4

36 CM

W A

L L

W A

L L

W A

L L

WALL

W A

L L

WALL

228.4

GAL275

MATCH LINE ’C’

00-49341

3-48PN

00-49341

4-200PN

00-49341

4-200PN

01-49550

00-49341

LAUNDRY

KSC

PEST

647667

UTIL

B&G

WH-1

WH-2

DPW HQ

629 685

651A

833T

808 811

746 715 726

A B

00-49341

1149 1151

10291144

1918 1879

2372A

2373T

A C

2451 2400

2648 2605

2609T

2514 2540

8008T

2540T

26462645

1991 1963

A B

18331832

1962 1812

456A

CCTT

SIMNET

463Z

SSSC

TSAK MILES 2000

549 546

8114T

560G

A B

86M

48T

39 55

134 133

186 192

202A

208 215 214

213 212

258252

249 262

1785 235

237 238

FOOT BR

VEH BR

FOOT BR

VEH BR

VEH BR 1821

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

VEH BR

FOOT BR

1158A

1158B

RAILHEAD

S T

R C

6 PVC

C M

S T

268.6

STREAM

DISCHARGE TO

65-A

12 CM

STREAM

MATCH LINE ’C’

447A

497A

497B

458Z

2372?

QA00894-0J

QA00893-0J

QA00892-0J

ADMIN

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

99-47353

4-200PN

01-QA00604 BUP

XX-QA00606 BUP 0310XX

95-44142

4-184PN

95-44066

4-184PN

96-QA00466 BUP

95-44066

4-184PN

95-44066

4-184PN

95-44066

4-184PN

01-55893 BUP

99-QA00603 BUP

XX-QA00602 BUP 0310XX

99-47353

4-200PN

96-43269

4-184PN

97-44592

4-200PN

XX-QA00287 BUP

01-55894 BUP

99-51682

4-200PN

99-51820

3-48PN

97-44592

4-200PN

99-51682

4-200PN

99-51682

4-200PN

01-55882 BUP

A B

2022(?)

VEH BR

472?

455?

1839T

1840T

BARRIER

1564 1566

635A

2002B

A B

48A

A B

174 Z

GRAVES

T E

N N I

U R

706(707A)

(2298)

1071?

A B

1760?

VEH BR?

BARRIER

FLAG

TBALL FIELD

(SYN

ETIC

RF AREA)

1919LIFT STATION

100 300

172322

AND CURB NEAR BLDG S-504

REPAIR AC PAVEMENTS, SIDEWALK

THIS PROJECT

SIDEWALK, NEAR BLDG S-504

REPAIR PAVEMENTS, CURB AND

010 10 20

B C D

E F G H

SYMBOL 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

YICH CAMP CASEY

CIVIL

SITE PLAN

AS SHOWN

SCALE IN METERS

172322

EXPENSE

BEFORE THE WORK BEGINE AT THE CONTRACTOR’S

AT LEAST TWO TEST CORES SHOULD BE DRILLED

TO KEEP MINIMUM 150MM THICK.

AND CULTIVATE, ADD MORE MATERIAL AND COMPACT

CHECK THE EXISTING BASE COURSE CONDITION

PRIME COAT

EXISTING SUBBASE COURSE

TACK COAT WHERE REQUIRED

AND OVERLAY 50 MM THICK AC OVERLAY

MILL EXISTING AC SURFACE COURSE 50MM THICK MINIMUM

SUBGRADE

TYPICAL SECTION

SCOPE OF WORK

SITE PLAN, NOTE, DETAIL AND

SCOPE OF WORK

SCHEDULE #1 (MAINTENANCE AND REPAIR : K)

PATCHED PRIOR TO THE AC OVERLAY WORKS BEGINE.

THE POT HOLE AND OTHER AREAS NEEDS TO BE DEEP

AND GROUND BRANCH, OMA DIVISION, DPW AND REPAIR

FOR POT HOLES AND PAVEMENT MARKINGS WITH ROAD

THE CONTRACTOR SHALL CONDUCT JOINT INSPECTION

NOTE:

7. REPLACE DAMAGED CONCRETE SIDEWALK AND GRANITE STONE CURB

6. REPLACE FAILED PCC PAVEMENT WITH REINFORCED PCC PAVEMENT.

7 E le v . 7

N ,1

8 8 .1

2 8 .1

7 8

C O

V E

R E

D C

O N

C D

C H

OPEN CONC DITCH

0.5M W CONC DITCH W/

STEEL GRATINGS

S P

K E

OPEN CONC DITCH

O P

E N C

O N

C D

C H

C P .1

N : 4 ,1

E : 3

E L . 8

C P .2

N : 4 ,1

E : 3

E L . 7

C P .3

N : 4 ,1

E : 3

E L . 7

B O

A R

D S

A R

D S

N T

E R B

O X

B O

A R

D S

HANDRAIL

MEET EXISTING PCC PAVEMENT

AND DETAIL ON SHEET C-3

SEE NOTE ON THIS SHEET

APPROX. 480 SM.

PCC PAVEMENT WITH REINFORCED PCC PAVEMENT

REPAIR BY REPLACEMENT EXISTING BROKEN

APPROX. 25 LM.

1.2 M WIDE CONCRETE SIDEWALK.

REPAIR EXISTING BROKEN STONE CURB AND

SIDWALK, NEAR BUILDING S-504

REPAIR PAVEMENTS, CURB AND

5. RESTORE ALL EXISTING PAVEMENT MARKINGS.

4. TACK COAT SHOULD BE APPLIED ON THE EXISTING STRUCTURE SURFACE WHERE MEET THE NEW AC PAVEMENT.

SMOOTH RIDE CONNECTION SHOULD BE APPLIED FOR THE EXISTING STRUCTURES.

3. MILL EXISTING FAILED AC SURFACE COURSE AND OVERLAY AC SURFACE COURSE, MIN. 50MM THICK AC OVERLAY.

AC SURFACE COURSE WORK.

2. DEEP PATCHING WORK SHALL BE DONE FOR THE LOCATIONS WHERE REQUIRED BY TEST RESULT OR DESIGNATED BY THE COR BEFORE

1. PERFORM MINIMUM TWO TESTS TO VERIFY THE EXISTING PAVEMENT CONDITION INCLUDING SURFACE, BASE AND SUBBASE COURSES. CONTRACTING OFFICER.

4. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

AND UTILITIES.

ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS,

CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT

REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR BETTER

3. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

VERIFY EXISTING CONDITIONS AND ELEVATIONS. MAJOR DISCREPANCIES

THEREFORE THE CONTRACTOR SHALL PERFORM A COMPLETE SURVEY TO

CASEY WHICH MAY NOT MATCH THE EXISTING CONDITION.

IS FROM AVAILABLE VARIOUS AS-BUILT DRAWINGS FOR FACILITIES AT CAMP

2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS

OF THE CONTRACTING OFFICER.

DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE

GENERAL NOTES

NOTE ON THIS SHEET

THICK AC OVERLAY APPROX. 1360 SM. SEE TYP. SECTION 2 AND

MILL EXISTING AC PAVEMENT 75 MM THICK AND MINIMUM 75MM

19mm PREFORMED JOINT FILLER

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

POLYCHLOROPRENE FOAM RUBBER

EXTRUDED BUTYL OR

NON-ABSORPTING FILLER MATERIAL

NONREACTIVE TO SEALANT AND

COMPRESSIBLE, NONSHRINKING, NONSTAINING,

THICKENED EDGE

TRANSITION FOR

SUBGRADE

19mm PREFORMED JOINT FILLER

NEW PCC PAVEMENT

D13 BARS @ 300 OC

JOINT

@ 305 OC EW

D13 BARS

EDGE OF PCC PAVEMENT

430 THK BASE COURSE

BUTTED JOINT

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

POURED JOINT SEALANT

NOMINAL WIDTH OF JOINT)

(3mm WIDER THAN

SEPARATING MATERIAL

BOND BREAKING TAPE OR

POURED JOINT SEALANT

SEE DETAIL

JOINT SEALANT

SEE DETAIL

JOINT SEALANT

EXPANSION

SEE DETAIL

JOINT SEALANT

SEE DETAIL

JET FUEL RESISTANT

JOINT SEALANT

SURFACE COURSE

300 THK PCC

W/ SOLID SODDING

100 THK TOP SOIL

DRILL & GROUT DOWEL

CAST-IN-PLACE OR

@ 305 OC

DOWEL 19mm DIA X 406mmL

PAINT AND OIL ONE END OF

CONTRACTION JOINT

CONSTRUCTION OR

OR CONC CURB

DRAINAGE STRUCTURE

EXPANSION JOINT

SLAB EDGE OR

6R6R

BUTTED JOINT

CRACK

NEW PCC PAVEMENT

19mm DIA X 406mmL @ 305 OC

PAINT AND OIL

ONE END OF DOWEL

NEW PCC PAVEMENT

JOINT BOTTOM

SAWCUT

GROUT DOWEL

CAST-IN-PLACE

SEALANT SEE DETAIL

CONTRACTION JOINT

SEALANT SEE DETAIL

CONTRACTION JOINT

THICKNESS

SECTION

LOCATION

DOWEL(mm)

DIA LENGTH

PAVEMENT

SPACING

(mm)

BASE COURSE

CONCRETE

19 406 305PCC AREA

V A

S V

A R

203 203

.2 h

GRASS

(MIN)

203 203 h /2 d /2 h /4

203 203 h /2 d /2

V A

S S

E E T

A B

L E

.2 h

L E

N G

T H O

F S

T E

E L B

A R h /4

75 75

13 TO 16

O h /4

3 MIN

13 TO 16

1G2

1J 1H

1H 1J

PCC PAVEMENT

NOT TO SCALE

NOTE:

FOR PCC REINFORCED PAVEMENT ONLY

DOWEL DIAMETER AS INDICATED

DOES NOT EXTEND UP TO THE PAVEMENT SURFACE.

SEALANT MATERIAL AT THE SEALANT/CONCRETE INTERFACES

AND MISMATCH JOINT.

THIS PLAN 1G1 IS LIMITED TO ODD-SHAPED SLAB

DOES NOT EXTEND UP TO THE PAVEMENT SURFACE.

SEALANT MATERIAL AT THE SEALANT/CONCRETE INTERFACES

NOTE:

THE USE OF MANUFACTURE GUIDE SPEC.

2. THE DEPTH OF POURED JOINT SEALANT APPLICATION RECOMMEND

DOES NOT EXTEND UP TO THE PAVEMENT SURFACE.

1. SEALANT MATERIAL AT THE SEALANT/CONCRETE INTERFACES

NOTES:

PAVEMENT SECTION

LONGITUDINAL CONTRACTION JOINT

DOWELED CONSTRUCTION JOINT

DOWELED CONTRACTION JOINT

DETAIL

THICKENED EDGE EXPANSION JOINT

SLAB REINFORCEMENT

1G1

PLAN

1G2

SECTION

CONTRACTION JOINT SEALANT

EXPANSION JOINT SEALANT DETAIL

CONSTRUCTION JOINT SEALANT

NOTES:

BEFORE STARTING CONSTRUCTION.

2. PAVEMENT THICKNESS SHOULD BE CONFIRMED BY CONTRACTING OFFICER

1. PAVEMENT THICKNESS WAS PROPOSED BY TRAFFIC LOAD CONDITION ON THE SITE.

V A

B C D

E F G H

SYMBOL 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

YICH CAMP CASEY

CIVIL

SITE PLAN

AS SHOWN C-3

CURB, NEAR BUILDING S-504

REPAIR PAVEMENTS, SIDEWALK AND

PCC PAVEMENT DETAIL

172322

C-1

C-2

C-3

File details come from the government source that posted it.