H01._Revised_Drawing_files___172322.pdf

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REPAIR BY REPLACEMENT EXISTING BROKEN

PCC PAVEMENT WITH REINFORCED PCC PAVEMENT

APPROX. 480 SM.

MILL EXISTING AC PAVEMENT AND 75MM THICK AC OVERLAY SEE NOTE ON THIS SHEET

AND DETAIL ON SHEET C-3 APPROX. 1,360 SM. SEE NOTE ON THIS SHEET ---�

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MILL EXISTING AC SURFACE COURSE 50MM THICK MINIMUM

AND OVERLAY 75 MM THICK AC OVERLAY

TACK COAT WHERE REQUIRED

PRIME COAT

CHECK THE EXISTING BASE COURSE CONDITION

AND CULTIVATE, ADD MORE MATERIAL AND COMPACT

TO KEEP MINIMUM 150MM THICK.

AT LEAST TWO TEST CORES SHOULD BE DRILLED

BEFORE THE WORK BEGINE AT THE CONTRACTOR'S

EXPENSE

EXISTING SUBBASE COURSE

SUBGRADE

TYPICAL SECTION

OPEN CONC DITCH

REPAIR EXISTING BROKEN STONE CURB AND ---�

1.2 M WIDE CONCRETE SIDEWALK.

SCOPE OF WORK

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SITE PLAN

SCHEDULE #1 (MAINTENANCE AND REPAIR : K)

1. PERFORM DENSITY TESTS TO DETERMINED THE LOCATION WHERE NEED TO DO DEEP PATCHING, ESPECIALY FOR THE AREAWHERE DEPRESSED, HEAVILY DEPRESSED,HEAVILY CRACKED OR SUBLAYERS ARE POSSIBILY FAILED IT'S FUNCTION.

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

AC SURFACE COURSE WORK.

3. MILL EXISTING FAILED AC SURFACE COURSE AND OVERLAY AC SURFACE COURSE, MIN. 75 MM THICK AC

OVERLAY. SMOOTH RIDE CONNECTION SHOULD BE APPLIED FOR THE EXISTING STRUCTURES.

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

5. RESTORE ALL EXISTING PAVEMENT MARKINGS.

6. REPLACE FAILED PCC PAVEMENT

7. REPLACE DAMAGED CONCRETE SIDEWALK AND GRANITE STONE CURB

NOTE,

THE CONTRACTOR SHALL CONDUC T JOINT INSPECTION

FOR POT HOLES AND PAVEMENT MARKINGS WITH ROAD

AND GROUND BRANCH, OMA DIVISION, DPW AND REPAIR

THE POT HOLE AND OTHER AREAS NEEDS TO BE DEEP

PATCHED PRIOR TO THE AC OVERL AY WORKS BEGINE.

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SCALE IN METERS

GENERAL NOTES

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

DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

OF THE CONTRACTING OFFICER.

2. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS

IS FROM VARIOUS AS-BUil T DRAWINGS FOR FACILITIES AT CAMP CASEY

WHICH WERE CONSTRUCTED OVER THE LAST 20YEARS. THE DATUMS

FOR THESE AS-BUil TS MAY NOT MATCH. THEREFORE THE CONTRACTOR

SHALL PERFORM A COMPLETE SURVEY OF THE WATER LINE ROUTE TO

VERIFY EXISTING CONDITIONS AND ELEVATIONS. MAJOR DISCREPANCIES

SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER.

3. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR

REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR BETTER

CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT

ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS,

AND UTILITIES.

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

CONTRACTING OFFICER.

SYMBOL ZONE DESCRIPTION DATE BY CHK'D APVD.

REV ISIONS

DEPARTMENT OF THE ARMY

US ARMY INSTALLATION MANAGEMENT COMMAND

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

REVIEWED BY

BLDGS & GROUNDS DESIGNED BY

YICH

UTILJTIES SUBMITTED BY

FIRE & EMERGENCY SVC APPROVED BY

SAFETY CHIEF, ENGR'G DIV

FORCE PROTECTION USING AGENCY

ENVIRONMENT ENERGY MANAGER

UNrT #15707, APO AP 9625a---5707

REPAIR PAVEMENTS, SIDEWALK AND

CURB, NEAR BUILDING S-504

CAMP CASEY

CIVIL

SITE PLAN, NOTE, DETAIL AND

SCOPE OF WORK

PROJECT NO. DRAWING NO.

58477

SCALE

AS SHOWN

SHEET OF

REF NO.

C-2