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CAG-20-065, CO #24-23
Approved by Cheryl Beyer via 1/6/2023 email
NUMBERBY APP.REVISION DESCRIPTIONDRAWN BY:DESIGN BY:CHECK BY:PROJ MGR: FILE:PU2141779045-WD.dwgCITY OF RENTONBY:DATE:APPROVED FOR CONSTRUCTION___________________________________DATEDRAWING NO.PROJECT NO.FED AID NO.DATE: SHEET NO.OFSURVEYED:2141779045CMCFEB 202194DUVALL AVE NE1019 39TH AVENUE SE, SUITE 100PUYALLUP, WASHINGTON 98374T. 253.604.6600 F. 253.604.6799www.parametrix.comPUBLIC WORKS DEPARTMENTTRANSPORTATION DIVISIONCONFORMED SET--LUMINAIRE FOUNDATIONRETROFIT℄ LUMINAIRE FOUNDATION SYMMETRICA1"Ø THREADED RODEPOXY THREADED RODIN 114"Ø (MIN.) HOLECIP CONCRETE1'-0"9"6"(TYP.)APPROX. 4'-0"6"EXISTING LUMINAIRE FOUNDATIONREINFORCEMENT NOT SHOWNEXISTINGWALLEXISTING LUMINAIREFOUNDATION3"2'-0" MIN. EMBEDMENTIN GLACIAL TILLEXISTING SUBGRADEGLACIAL TILLNO SCALEPLANB-SECTIONNO SCALEGUSSET PLATE9"38" PREMOLDED JOINT FILLERB1"1"12" PL1/4L7x4x3/4112"12" CHAMFER112" (TYP.)NOTE:GUSSET PLATE NOTSHOWN FOR CLARITY1'-0"9"5"GENERAL NOTES:1. ALL CIP CONCRETE SHALL BE CLASS 3000 MIN.2. ALL GROUT SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 7,000 PSI.3. ALL THREADED RODS SHALL BE ASTM F1554 GRADE 36 MIN. AND HOT DIPGALVANIZED PER ASTM A123.4. REFER TO THE WSDOT STD. SPECIFICATION FOR TORQUE REQUIREMENTS.5. EPOXY SHALL CONFORM TO HILTI HIT-HY 200, OR SIMILAR.6. ANGLE AND GUSSET PLATES SHALL BE ASTM A36 AND HOT DIPGALVANIZED PER ASTM A123.2"℄ LUMINAIRE FOUNDATION SYMMETRIC112"6"(TYP.)4"Ø HOLEFILL WITH NON-SHRINK GROUTSEE NOTE 4APMAPMRMat street light L081FWD 28 - L08 FOUNDATION MODIFICATION TLS 9/15/22WD4-090922