PKG. NO.: SCALE:

PLATE NO.:SHT. NO.:FILE NO.:

REVISION APPROVALDATESYMBOL

OF

SPEC. NO.: DATE:

I.J.O. NO.:

DRAWING TITLE:

PROJECT TITLE:

JOB NO. 2120223

REDESIGN PERSHING CIRCLE

PW

JOINT BASE LEWIS-McCHORD, WASHINGTON

IF SHEET IS LESS THAN 22"x34" IT IS REDUCED. SCALE ACCORDINGLY

DER001240JCE0010 TBD

MARCH 2013

22

NOTICEALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE

PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF THISDOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP

RIGHTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THEPROJECT IDENTIFIED IN THE TITLE BLOCK AND IS NOT TO BE USEDFOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR

ANY OTHER PROJECT.

CONTRACTOR SHALL OBTAIN DIG PERMIT FROM JBLMPUBLIC WORKS PRIOR TO START OF CONSTRUCTION

HORIZONTAL CONTROL AND SURFACING PLAN

AS NOTED

4 C3.1

CEMENT CONCRETE SIDEWALK PER DETAIL 4ON SHEET C6.1. SIDEWALK SHALL BE TINTED TORESEMBLE THE HISTORIC CONCRETE IN THEHISTORIC DISTRICT WITH DAVIS COLOR 860.SEE SPECSCOLORED STAMPED CEMENT CONCRETETRUCK APRON. COLOR SHALL MATCHGARRISON HEADQUARTERS BRICK BUILDING.SEE SPECS.COLORED STAMPED CEMENT CONCRETESPLITTER ISLAND. COLOR SHALL MATCHGARRISON HEADQUARTERS BRICK BUILDING.SEE SPECS.COMBINATION CURB RAMP PER DETAIL 2 ONSHEET C6.2

NOT USED

SINGLE DIRECTION CURB RAMP TYPE A PERDETAIL 1 ON SHEET C6.3SINGLE DIRECTION CURB RAMP TYPE B PERDETAIL 1 ON SHEET C6.3ROUNDABOUT TRUCK APRON CEMENTCONCRETE CURB AND GUTTER PER DETAIL 3ON SHEET C6.2ROUNDABOUT CEMENT CONCRETE CURB ANDGUTTER PER DETAIL 3 ON SHEET C6.2ROUNDABOUT SPLITTER ISLAND NOSING CURBPER W.S.D.O.T. STD. PLAN F-10.18-00.CEMENT CONCRETE PCC CURB PER DETAIL 2ON SHEET C6.1DUAL-FACED CEMENT CONCRETE TRAFFICCURB PER W.S.D.O.T. STD. PLAN F-10.12-02.DETECTABLE WARNING SURFACE PER DETAIL 2ON SHEET C6.3.

LANDSCAPE BUFFER STRIP

REPLACE EXISTING CONCRETE PANELS. MATCHEXISTING JOINTS, THICKNESS, AND FINISH.CURB CUT DRAINAGE OPENING PER DETAIL 4ON C6.2.REPLACE EXISTING RCI MONUMENT 1A-10N648294.3700, E1113431.1500, NEW ELEV 268.53SEE DETAIL 4 ON SHEET C6.4

GENERAL NOTES:1. ALL DIMENSIONS ARE FROM FACE OF

CURB UNLESS OTHERWISE NOTED.

2. ELECTRONIC FILE IS AVAILABLE TO AIDWITH HORIZONTAL LAYOUT

3. REFER TO SHEET C3.2 FOR SPLITTERISLAND HORIZONTAL CONTROL.

4. REFER TO SHEET C3.3 FORCHANNELIZATION AND SIGNAGE PLAN.

5. REFER TO SHEET C4.2 - TRUCK APRONROAD PLAN AND PROFILE FOR TRUCKAPRON JOINTING AND SCORINGDETAIL.

N 648386.70E 1113450.10STA: 4+00 KAUFMAN AVE =STA: 20+04.69 LEWIS DRIVE

N 648382.02E 1113459.94STA: 5+00 KAUFMAN AVE =STA: 20+00 LEWIS DRIVE

N 648377.65E 1113450.02

STA: 35+00 LIGGETT AVE =STA: 19+95.63 LEWIS DRIVE

KEY NOTES:

WASHINGTON STATE COORDINATESYSTEM, NAD 83/91, SOUTH ZONE.JBLM SURVEY CONTROL

RCI 1A-9N 647781.3100 E 1113427.6000AT INTX OF BITAR AVE AND LEWIS DR.

RCI 1A-10N 648294.3700 E 1113431.1500AT INX OF LEXIS DR AND KAUFMAN AVE.

NAVD 88RCI MONUMENT 1A-10ELEV:269.87

SURFACING LEGEND4" HOT MIX ASPHALT PAVEMENT

2" HOT MIX ASPHALT PAVEMENT

COLORED, STAMPED CEMENT CONCRETE

TINTED CEMENT CONCRETE

4.0' MIN.

CURB AND GUTTER

4" CSTC ONCOMPACTED

SUBGRADE

2" MINIMUM GRIND AND 2" HMACL 1/2" PG 64-22 FULL WIDTH

OVERLAY OVER NEW ANDEXISTING PAVEMENT SECTION

EXISTING ROADTO REMAIN

THE OVERLAY AREAS SHOWN ARE THE MINIMUM LIMITS OF PAVEMENTREMOVAL AND REPLACEMENT REQUIRED. THE CONTRACTOR MAY ELECTTO REMOVE ALL EXISTING PAVING WITHIN THE IMPROVEMENT AREA TOSUBGRADE AND PROVIDE WITH FULL DEPTH PAVEMENT SECTION PERTHE PLANS. ALL COSTS TO ACHIEVE THE FINAL PAVEMENT LIMITS SHALLBE INCLUDED IN THE BASE BID.

BIDDER INQUIRY 52075061

1

11

1

2" HMA CL 1/2"