van - barcombarcom.cc/wp-content/uploads/2016/11/port-avenue-facility-addition-c-_part3.pdf · job...
TRANSCRIPT
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TXDOT MONUMENTF T2
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1 Story Brick Building 9,294 SqFt FF Elev: 38.67'
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South Port Avenue (100' ROW - Vol. 51, Pg. 43)
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Crosstown Expressway State Highway 286 (TXDOT Map CRP032603AF_18)
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SITE BENCHMARK " " Set on Inlet Elev:34.83' NAVD88
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SITE BENCHMARK " " Set on Inlet Elev:35.97' NAVD88
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Storm Water MH Rim Elev: 35.95' Fl Elev: 29.64'
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18" RCP Fl Elev: 29.64
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8" Clay Fl Elev: 28.59'
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Sanitary Sewer MH Rim Elev: 35.34' Fl Elev: 28.66'
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6" Clay Fl Elev: 28.83'
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Storm Water MH Rim Elev: 34.81' Fl Elev: 30.51'
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18"x18" RCP Fl Elev: 30.51'
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0.5'
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34.5'
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55.5'
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3.9'
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45.0'
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N 61°49'25" W 344.29'
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N 01°13'25" W 229.41'
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S 61°49'13" E 344.27'
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S 01°14'37" E 229.40'
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Building Height: 16.53'
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Building Height: 16.42'
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(S 61°57'07" E 343.95')
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(N 61°57'07" E 343.89')
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(N 01°13'25" W 229.43')
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(S 01°12'36" E 299.40')
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Lot 2, Block 1 Great Gulf Corporation Vol. 51, Pg. 43 M.R.N.C.T.
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2.664 Acres out of Section G, Hoffman Tract Doc. No. 2004052244 O.P.R.N.C.T.
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Manhole *Unable to Open *Welded Shut
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Typ.
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JOB NO.
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2016 by Urban Engineering
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SHEET
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OF ___
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DESCRIPTION
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APPROVED
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\\Urbanfs02\Data\Projects\43000up\43116\0000\Construction Plans\431160000_CP_OCT 2016.dwg modified by CRR on 10/24/2016 2:52:57 PM modified by CRR on 10/24/2016 2:52:57 PMCRR on 10/24/2016 2:52:57 PM on 10/24/2016 2:52:57 PM10/24/2016 2:52:57 PM
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43116.00.00
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B.H.C.N.C. - PORT AVENUE FACILITY ADDITION
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LOT 3, BLOCK 1; GREAT GULF CORPORATION
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CORPUS CHRISTI, TEXAS
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M.F.H.
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OCT. 2016
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9
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TBPE FIRM NO. 145, TBPLS FIRM NO. 10032400 2725 SWANTNER DR, CORPUS CHRISTI, TX 78404 PHONE: 361.854.3101 WWW.URBANENG.COM
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M.F.H.
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C.R.R.
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TX. REG. 78198 (10/24/2016)
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WAS AUTHORIZED BY MURRAY F. HUDSON, P.E.
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THE SEAL APPEARING ON THIS DOCUMENT
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78198
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Fire Hydrant
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Water Valve
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Electric Meter
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Electric Box
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Roof Drain
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Conduit
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PVC Pipe
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Bollard
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Water Meter
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Benchmark Set
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Cleanout
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Transformer
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A/C Unit
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Storm Water Manhole
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Overhead Utility Line
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Chainlink Fence
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Centerline of Road
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Column
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Asphalt
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Concrete
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Structure
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Covered Area
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Manhole
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Gas Line (City GIS)
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Water Line (City GIS)
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TXDOT Monument (Type II) Found(Type II) Found Found
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5/8 Inch Iron Rod Found
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5/8 Inch Iron Rod stamped "URBAN ENGR CCCTX" Set
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30
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1"=20'
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GRAPHIC SCALE
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0
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40
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CALL BEFORE YOU DIG!
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PARTICIPANTS REQUEST
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48 HOURS NOTICE BEFORE YOU DIG,
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DRILL, OR BLAST - STOP AND CALL
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811
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THE LONE STAR
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NOTIFICATION COMPANY
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AT 1-800-669-8344
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%%UCURRENT CITY OF CORPUS CHRISTI CONTACT NOTIFICATION NOTE:
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CONTRACTOR TO CONTACT THE FOLLOWING 72 HOURS PRIOR TO
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ACTUAL START OF CONSTRUCTION:
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%%UUTILITY REPRESENTATIVES:
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1. WATER REPRESENTATIVE 826-1888
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2. WASTEWATER REPRESENTATIVE 826-1818
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3. GAS REPRESENTATIVE 885-6900
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4. CITY TRAFFIC SIGNAL & FIBER OPTIC 826-1610
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5. STREET SUPERINTENDENT 826-1875
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6. STORMWATER SUPERINTENDENT 826-1875
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AFTER HOURS CALL 826-2489
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7. LONE STAR 811 1-800-669-8344
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The location of underground utilities shown hereon are based on
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visible above ground structures and the City of Corpus Christi GIS
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Utility Map. Locations of underground utilities/structures may vary
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from locations hereon. Additional buried utilities/structures may
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be encountered. No excavations were made during the progress
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of this survey to locate buried utilities/structures. Before
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excavation, please contact the appropriate agencies for verification
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of utility type and for field location.
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%%UUtility Note:
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DIMENSIONS PLAN
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1 Story Brick Building 9,294 SqFt FF Elev: 38.67'
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South Port Avenue (100' ROW - Vol. 51, Pg. 43)
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Crosstown Expressway State Highway 286 (TXDOT Map CRP032603AF_18)
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SITE BENCHMARK " " Set on Inlet Elev:34.83' NAVD88
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SITE BENCHMARK " " Set on Inlet Elev:35.97' NAVD88
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Storm Water MH Rim Elev: 35.95' Fl Elev: 29.64'
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18" RCP Fl Elev: 29.64
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8" Clay Fl Elev: 28.59'
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Sanitary Sewer MH Rim Elev: 35.34' Fl Elev: 28.66'
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6" Clay Fl Elev: 28.83'
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Storm Water MH Rim Elev: 34.81' Fl Elev: 30.51'
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18"x18" RCP Fl Elev: 30.51'
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N 61°49'25" W 344.29'
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N 01°13'25" W 229.41'
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S 61°49'13" E 344.27'
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S 01°14'37" E 229.40'
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Building Height: 16.53'
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Building Height: 16.42'
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(S 61°57'07" E 343.95')
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(N 61°57'07" E 343.89')
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(N 01°13'25" W 229.43')
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(S 01°12'36" E 299.40')
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Lot 2, Block 1 Great Gulf Corporation Vol. 51, Pg. 43 M.R.N.C.T.
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2.664 Acres out of Section G, Hoffman Tract Doc. No. 2004052244 O.P.R.N.C.T.
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Manhole *Unable to Open *Welded Shut
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4" Double Cleanout
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SEE MEP PLANS
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FOR CONTINUATION
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NEW 2" HDPE W/STAINLESS
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STEEL INSERTS TO BUILDING
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EXISTING WATER SERVICE.
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PROVIDE NEW TAP DOWNSTREAM
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OF METER.
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TIE TO EXISTING M.H.
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FL=30.98 SERVICE
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FL=28.66 M.H.
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SAW-CUT EXISTING CONCRETE
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PAVEMENT. COORDINATE
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CONSTRUCTION SUCH THAT
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OTHER DRIVE IS OPEN PRIOR
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TO CLOSING THIS DRIVE. REPLACE
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CONCRETE PAVEMENT (SEE DETAILS).
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75'x6" PVC SDR 26
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S=1.04%%%
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75'x6" PVC SDR 26
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S=1.04%%%
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C.O.
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RIM=36.50
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FL=31.26
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C.O.
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RIM=37.00
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FL=32.04
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75'x6" PVC SDR 26
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S=1.04%%%
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C.O.
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RIM=37.50
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FL=32.82
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64'x6" PVC SDR 26
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S=1.04%%%
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FL=33.49
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JOB NO.
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2016 by Urban Engineering
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SHEET
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SHEET
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OF ___
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DRAWN:
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APPROVED
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\\Urbanfs02\Data\Projects\43000up\43116\0000\Construction Plans\431160000_CP_OCT 2016.dwg modified by CRR on 10/24/2016 2:52:57 PM modified by CRR on 10/24/2016 2:52:57 PMCRR on 10/24/2016 2:52:57 PM on 10/24/2016 2:52:57 PM10/24/2016 2:52:57 PM
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43116.00.00
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B.H.C.N.C. - PORT AVENUE FACILITY ADDITION
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LOT 3, BLOCK 1; GREAT GULF CORPORATION
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CORPUS CHRISTI, TEXAS
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M.F.H.
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OCT. 2016
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9
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TBPE FIRM NO. 145, TBPLS FIRM NO. 10032400 2725 SWANTNER DR, CORPUS CHRISTI, TX 78404 PHONE: 361.854.3101 WWW.URBANENG.COM
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M.F.H.
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C.R.R.
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TX. REG. 78198 (10/24/2016)
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WAS AUTHORIZED BY MURRAY F. HUDSON, P.E.
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THE SEAL APPEARING ON THIS DOCUMENT
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78198
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AC
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TR
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Power Pole
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Light Pole
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Guy Wire
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Ground Light on Concrete
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Fire Hydrant
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Water Valve
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Electric Meter
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Electric Box
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Sign
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Sign
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Roof Drain
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Conduit
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Post
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PVC Pipe
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Bollard
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Water Meter
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Benchmark Set
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Cleanout
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Transformer
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A/C Unit
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Storm Water Manhole
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Sanitary Sewer Manhole
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Overhead Utility Line
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Chainlink Fence
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Centerline of Road
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Column
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Asphalt
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Concrete
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Structure
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MH
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Manhole
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Gas Line (City GIS)
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Water Line (City GIS)
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Storm Water Line (City GIS)
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Sanitary Sewer Line (City GIS)
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TXDOT Monument (Type II) Found(Type II) Found Found
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5/8 Inch Iron Rod Found
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5/8 Inch Iron Rod stamped "URBAN ENGR CCCTX" Set
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10
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30
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20
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1"=20'
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GRAPHIC SCALE
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0
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20
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40
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CALL BEFORE YOU DIG!
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PARTICIPANTS REQUEST
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48 HOURS NOTICE BEFORE YOU DIG,
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DRILL, OR BLAST - STOP AND CALL
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811
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THE LONE STAR
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NOTIFICATION COMPANY
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AT 1-800-669-8344
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R
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%%UCURRENT CITY OF CORPUS CHRISTI CONTACT NOTIFICATION NOTE:
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CONTRACTOR TO CONTACT THE FOLLOWING 72 HOURS PRIOR TO
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ACTUAL START OF CONSTRUCTION:
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%%UUTILITY REPRESENTATIVES:
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1. WATER REPRESENTATIVE 826-1888
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2. WASTEWATER REPRESENTATIVE 826-1818
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3. GAS REPRESENTATIVE 885-6900
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4. CITY TRAFFIC SIGNAL & FIBER OPTIC 826-1610
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5. STREET SUPERINTENDENT 826-1875
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6. STORMWATER SUPERINTENDENT 826-1875
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AFTER HOURS CALL 826-2489
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7. LONE STAR 811 1-800-669-8344
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The location of underground utilities shown hereon are based on
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visible above ground structures and the City of Corpus Christi GIS
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Utility Map. Locations of underground utilities/structures may vary
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from locations hereon. Additional buried utilities/structures may
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be encountered. No excavations were made during the progress
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of this survey to locate buried utilities/structures. Before
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excavation, please contact the appropriate agencies for verification
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of utility type and for field location.
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%%UUtility Note:
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UTILITY PLAN
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6
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Proposed Water Line
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JOB NO.
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2016 by Urban Engineering
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SHEET
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C
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SHEET
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OF ___
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DRAWN:
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DESIGNED:
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CHECKED:
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DATE:
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REV.
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BY
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DATE
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DESCRIPTION
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APPROVED
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BY
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\\Urbanfs02\Data\Projects\43000up\43116\0000\Construction Plans\431160000_CP_OCT 2016.dwg modified by CRR on 10/24/2016 2:52:57 PM modified by CRR on 10/24/2016 2:52:57 PMCRR on 10/24/2016 2:52:57 PM on 10/24/2016 2:52:57 PM10/24/2016 2:52:57 PM
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43116.00.00
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B.H.C.N.C. - PORT AVENUE FACILITY ADDITION
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LOT 3, BLOCK 1; GREAT GULF CORPORATION
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CORPUS CHRISTI, TEXAS
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M.F.H.
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OCT. 2016
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9
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TBPE FIRM NO. 145, TBPLS FIRM NO. 10032400 2725 SWANTNER DR, CORPUS CHRISTI, TX 78404 PHONE: 361.854.3101 WWW.URBANENG.COM
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M.F.H.
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C.R.R.
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TX. REG. 78198 (10/24/2016)
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WAS AUTHORIZED BY MURRAY F. HUDSON, P.E.
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THE SEAL APPEARING ON THIS DOCUMENT
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S
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S
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78198
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MURRAY F. HUDSON
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PAVING DETAILS
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7
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BOTH WAYS
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@ 18" O.C.
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No. 4 BARS
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EXPANSION JOINTS
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LOAD TRANSFER DEVICES
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AT 18" O.C. AT ALL
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EXPANSION JOINTS
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JOINTS
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CONTRACTION
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%%UREINFORCEMENT DETAIL
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NOT TO SCALE
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%%UCONCRETE PAVEMENT DETAIL
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NOT-TO-SCALE
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3,000 P.S.I. CONCRETE
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60000 P.S.I. REINFORCED STEEL
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REINFORCED W/#4 BARS 18" O.C. B.W.
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8" SUBGRADE COMPACTED TO 95%%%
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STANDARD PROCTOR DENSITY.
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6" LIMESTONE BASE TY A GR 1-2
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COMPACTED TO 98%%% STANDARD
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PROCTOR DENSITY AT OR ABOVE
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OPTIMUM MOISTURE.
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STEEL TO MEET ASTM STD. SPEC. FOR CONCRETE
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REINFORCING BAR UNITS AND TO BE SPACED AS SHOWN.
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%%uEXPANSION JOINT
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%%uWITH LOAD TRANSFER SYSTEM
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%%uFOR CONCRETE PAVING
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NOTE:
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FIXED END
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G-SEAL #605
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EXPANSION
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BOARD CAP SEAL
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#5 REBAR OR 3/4" DOWEL
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Not to Scale
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3/4" REDWOOD
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EXPANSION JOINT FILLER
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LOOSE FIT
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3/4" SPEED LOAD TRANSFER
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SYSTEM #PSD 3/4 L I
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SAW CUT
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Not to Scale
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%%UCONTRACTION JOINT
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JOINT SEALANT
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%%uCAP SEAL DETAIL
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%%uNEW CONC. TO NEW CONC.
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NAILING THROUGH BOTTOM FLANGE.
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SEAL TO BOARD BY STAPLING OR
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EXPANSION BOARD. SECURE CAP
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3/4'' REDWOOD
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NOT TO SCALE
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G SEAL 605 AS MANUFACTURED BY GREENSTREAK
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OR APPROVED EQUAL INSTALL OVER EXPANSION BOARD
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PAVING CAP SEAL
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PRIOR TO CONC. PLACEMENT
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%%UINSTALLATION STEPS:
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1. TERMINATE STAKES BELOW THE TOP OF THE BOARD
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A DISTANCE EQUAL TO THE DEPTH OF THE CAP SEAL
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PROFILE PLUS 1/4".
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2. USE FACTORY FABRICATIONS FOR INTERSECTIONS AND
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CHANGES OF DIRECTION. INSURE ALL SECTIONS TO BE SPLICED
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ARE CUT SQUARE AND BOUND TOGETHER USING CAP SEAL
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ADHESIVE.
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3. SECURE CAP SEAL TO THE EXPANSION BOARD WITH STAPLES,
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NAILS, SCREWS (APPROXIMATELY 18" ON CENTER) OR ADHESIVE
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TO PREVENT DISLOCATION DURING CONCRETE PLACEMENT.
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4. PLACE CONCRETE USING NORMAL PLACEMENT TECHNIQUES,
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UTILIZING THE CAP SEAL AS SCREED RAIL. VIBRATE CONCRETE
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TO INSURE GOOD CONSOLIDATION AROUND CAP SEAL.
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%%UTHINGS TO AVOID:
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INADEQUATE STAKING-EXPANSION BOARDS THAT BOW
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OR TWIST DURING CONCRETE PLACEMENT WILL RESULT
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IN IMPROPERLY ALIGNED SEALCAP.
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INSUFFICIENT CONCRETE AT THE CAP SEAL PROFILE-
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CAP SEAL SHOULD BE FLUSH OR SLIGHTLY BELOW THE
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FINISHED CONCRETE SURFACE. CONCRETE WILL NOT
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ADHERE TO THE TOP OF CAP SEAL.
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IMPROPER DOWEL ALIGNMENT- REGARDLESS OF THE
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JOINT SEALING METHOD USED, IMPROPER DOWEL
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ALIGNMENT MAY CAUSE CRACKING OR SPALLING.
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PROPER USE OF A DOWEL ALIGNING DEVICE WILL
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ELIMINATE THIS CONCERN.
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DO NOT TOOL CAP SEAL JOINT.
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%%UGENERAL NOTES FOR CONCRETE PAVEMENT:
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1.
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3.
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4.
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5.
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2.
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2500 P.S.I. 4-1/2 SK MIN.
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CONCRETE FOR ALL 6" BLOCK CURB SHALL BE CLASS A,
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GREATER THAN 4 INCHES COVER FROM TOP OF SLAB.
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TO MAINTAIN NOT LESS THAN 3 INCHES AND NOT
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REINFORCING STEEL SHALL BE SUPPORTED DURING CONSTRUCTION
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FOR CONCRETE PAVEMENT.
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CONCRETE PAVEMENT SHALL BE CLASS A 3000 P.S.I. 5-1/4 SACK MIN.
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TYPE M, GRADE P, CLASS 25; USE T, M, A AND O.
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SHALL MEET THE REQUIREMENTS OF A.S.T.M. C920-87
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OR EQUAL, TWO PART POLYURETHANE JOINT SEALANT. IT
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EXPANSION JOINT FILLER SHALL BE VULKEM 245/255
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WHERE THE REINFORCING STEEL IS NOT TO BE CONTINUOUS.
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AT LEAST 2" ALONG PAVEMENT EDGES AND AT JOINTS
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BAR LENGTHS SHALL BE SUCH TO PROVIDE A CLEARANCE OF
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ALL REINFORCING STEEL LAPS SHALL BE 30 BARS DIAMETERS.
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4" STRIPE (TYPICAL)
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N.T.S.
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PARKING STRIPING DETAIL
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%%UACCESSIBLE RAMP, PARKING, SIGNAGE AND STRIPING DETAILS
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%%UACCESSIBILITY SYMBOL
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N.T.S
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FINISH
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7. SURFACE-
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%%UACCESSIBLE NOTES
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4"
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N.T.S.
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PAINT AS SPECIFIED
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FOR PARKING STRIPING
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*
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N.T.S.
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N.T.S.
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%%UACCESSIBILITY SIGN DETAIL
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PARKING
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RESERVED
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WITHOUT VEHICLE
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PERMIT
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$50-200 FINE
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%%USIGN DETAIL
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VAN ACCESSIBLE
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%%UVAN ACCESSIBLE
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COLORS: LEGEND AND BORDER - GREEN; BACKGROUND - WHITE; WHITE SYMBOL ON BLUE BACKGROUND.
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COLORS: LEGEND AND BORDER - GREEN BACKGROUND - WHITE
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PROVIDE 2" DIA. SCH. 80 GALV. PIPE WITH 30" MIN. BURY IN 12" DIA. CONCRETE MOUNTING HARDWARE SHALL BE HOT DIP GALVANIZED.
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NOTE: ALL ACCESSIBLE STRIPING, RAMPS, AND SIGNAGE SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS ADOPTED DEC. 17, 1993 OR LATEST REVISIONS.
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NOTE: ONE SIGN PER ACCESSIBLE PARKING SPACE PERMANENTLY MOUNTED ON POLE MIN. 5' HIGH.
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PARKING
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RESERVED
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WITHOUT VEHICLE
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PERMIT
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$50-200 FINE
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COLORS: LEGEND AND BORDER - GREEN; BACKGROUND - WHITE; WHITE SYMBOL ON BLUE BACKGROUND.
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COLORS: LEGEND AND BORDER - GREEN BACKGROUND - WHITE
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PROVIDE 2" DIA. SCH. 80 GALV. PIPE WITH 30" MIN. BURY IN 12" DIA. CONCRETE MOUNTING HARDWARE SHALL BE HOT DIP GALVANIZED.
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NOTE: ONE SIGN PER ACCESSIBLE PARKING SPACE PERMANENTLY MOUNTED ON POLE MIN. 5' HIGH.
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NO SEPARATE PAYMENT FOR ACCESSIBILITY SIGNS. IT IS SUBSIDIARY TO REMAINDER OF PROJECT.
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ONLY FOR VAN ACCESSIBLE SPACES (MIN. OF 1 OUT OF 8 RESERVED SPACES SHALL BE DESIGNATED VAN ACCESSIBLE AND BE SERVED BY AN AISLE AT LEAST 8' WIDE.)
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%%UPARKING SPACE NOTES:
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1. ALL ACCESSIBLE STRIPING AND SIGNAGE SHALL COMPLY WITH TEXAS ACCESSIBILITY STANDARDS (TAS) AS ADOPTED DEC. 17, 1993. OR LATEST REVISION.
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2. ACTUAL PARKING SPACE DIMENSIONS MAY VARY SEE PLAN FOR ACTUAL LOCATION LAYOUT OR DIMENSIONS.
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3. PARKING AREA STRIPING SHALL BE SHERWIN WILLIAMS SET FAST ACRYLIC LATEX TRAFFIC MARKING PAINT (YELLOW-TM2161,BLUE-TM2133, RED-TM2132) AND SHALL BE A TWO COAT APPLICATION YIELDING A 15 MIL FILM THICKNESS.
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4. NO SEPARATE PAYMENT FOR ACCESSIBILITY SIGNS, SYMBOLS, ETC. THEY ARE SUBSIDIARY TO REMAINDER OF PROJECT.
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NOTE: ALL REQUIRED FIRE LANE RESTRICTED PARKING SHALL BE APPLIED PER FIRE DEPARTMENT REQUIREMENTS.
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1. MAXIMUM SLOPE ON BARRIER FREE RAMPS MUST NOT EXCEED 1" PER FOOT AT ANY LOCATION. MAXIMUM CROSS SLOPE SHALL NOT EXCEED 1/4" PER FOOT.
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2. DESIGNS SHOWN ARE FOR 6" CURBS. FOR CURBS WITH HEIGHT OTHER THAN 6", DIMENSION MUST BE ADJUSTED PROPORTIONATELY.
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3. LOCATION OF BARRIER FREE RAMP MAY BE SHIFTED TO CLEAR OBSTRUCTIONS.
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4. LOCATION - CURB RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB.
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5. SLOPE - TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 36 IN., EXCLUSIVE OF FLARED SIDES.
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6. WIDTH - SURFACES OF CURB RAMPS SHALL COMPLY WITH THE FOLLOWING:
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(1) TEXTURE SHALL CONSIST OF ROUGHENED CONCRETE, RUBBER, RAISED ABRASIVE STRIPS, OR GROOVES EXTENDING THE FULL WIDTH AND DEPTH OF THE CURB RAMP. SURFACES THAT ARE RAISED, ETCHED, OR GROOVED IN A WAY THAT WOULD ALLOW WATER TO ACCUMULATE ARE PROHIBITED. (2) FOR PURPOSES OF WARNING, THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES.
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8. CONTRACTOR IS SOLELY RESPONSIBLE FOR RAMP AND SIDEWALK CONSTRUCTION COMPLYING WITH ALL CURRENT ADA REQUIREMENTS PLUS TEXAS ACCESSIBILITY STANDARDS INCLUDING SLOPES, TEXTURE, COLOR CONTRASTS AND ELEVATIONS.
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6" BLOCK CURB
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RIVER ROCK (4"-6")
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SAND BASE
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LANDSCAPE FABRIC
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SUB BASE
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ROCK AND GROUND SHOULD NOT
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BE ABOVE DRAIN FLOW.
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N.T.S.
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CONCRETE DRAINAGE FLUME DETAIL
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N.T.S.
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ROCK RIPRAP
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%%UDRIVEWAY REPAIR DETAIL
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NOT TO SCALE
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8" SUBGRADE
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6" LIMESTONE BASE
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TY A, GR 1-2
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7" CONCRETE
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EXISTNG
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CONCRETE
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EXISTNG
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CONCRETE
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COLD JOINT
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18"x#5 BAR DOWEL INTO
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EXISTING CONCRETE AT 18"
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CENTERS. EPOXY GROUT
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INTO EXISTING PAVEMENT
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EXPANSION
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JOINT
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%%USTANDARD SPECIFICATIONS:
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3,000 P.S.I. CONCRETE
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6" LIMESTONE BASE TY A GR 1-2
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COMPACTED TO 98%%% STANDARD
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PROCTOR DENSITY AT OR ABOVE
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OPTIMUM MOISTURE
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8" SUBGRADE COMPACTED TO 95%%%
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STANDARD PROCTOR DENSITY