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2 I 3 4 I <br /> NOTES: <br /> m <br /> IMAGE FOR REFERENCE ONLY <br /> 1. PLACE BALLAST AT DESIGNATED SURVEY POINTS <br /> SPEC AGGREGATE: RIP-RAP 2. ASSEMBLE PER MANUFACTURER'S GUIDELINES AND <br /> D-50 (DIAMETER LARGER THIS DOCUMENT. <br /> UPPER FOUNDATION THAN 3") 3. APPROXIMATE VOLUME OF BALLAST: <br /> 2567 w E TUBE (REAR) (0.95 CUBIIC YARDS.) <br /> 4. FILLED BALLAST (BASKET AND AGGREGATE) VERIFIED <br /> o TO MINIMUM OF 2220 LBS <br /> RACKING PROVIDER I <br /> 5. CALCULATIONS: <br /> RIPRAP STD. DENSITY:150 LBS PER CUBIC FOOT <br /> CALCULATED VOID PERCENTAGE: APPROX. 42% <br /> CALCULATED BALLAST WEIGHT: SC)LAR RACKING <br /> 2230 LBS + DEAD (272 LBS) = 20-345 COUNTY ROAD X <br /> MIN. 2500 LBS PER BALLAST RIDGEMLLE CORNERS,OHIO 43555 ` <br /> (P) 419.267.5280 <br /> (F)419.267.5214 <br /> 6. SPEC AGGREGATE: RIP-RAP, D-50, ROCK SIZE WWW.APASDLAR.COM <br /> MUST BE LARGER THAN 3" IN DIAMETER. OTHER <br /> UPPER FOUNDATION MATERIALS ACCEPTABLE BUT MUST BE APPROVED RACKING TYPE <br /> BY APA NG AND <br /> TUBE (FRONT) WEIGHT & SI EEREQUIREMENTSST MEET MINIMUM <br /> 7. IF LEVELING OF GROUND SURFACE IS REQUIRED, <br /> 42•Q" 0 0 0 22.0 PLACE AND COMPACT AGGREGATE BASE COURSE <br /> (ABC) MATERIAL COMPOSED OF 3/4" OR GREATER STRUMRAL ENGINEER OF RECORD <br /> CRUSHED STONE WITH FINES FOR PROPER BINDING. <br /> 8q OM1 zrehiEe—&e'gi'eeT <br /> 360 W.DUSSEL DR. <br /> MAUMEE,OH43537 <br /> IPI 419.725.7161 IH 419.725.7160 p <br /> PROFESSI <br /> M <br /> BENT ELBOW TUBE <br /> � M <br /> NOTES: <br /> 1. DIMENSIONS APPROXIMATE. DUE TO THE NATURE OF WIRE MESH AND FILL AGGREGATE, ACTUAL USABLE DIMENSIONS MAY VARY SLIGHTLY. G <br /> Cl ISO VIEW: BALLAST & TUBE ASSEMBLY C3 BALLAST DIMENSIONS <br /> G w <br /> C� <br /> Q <br /> (TYP RACK DEPTH (PANELS) <br /> 160.25" t1.0) L� <br /> Q <br /> (TYP. RACK HEIGHT Q- O <br /> 106.50") <br /> bb.00 C <br /> 60o TILT ANGLE <br /> sB oo.. (84.00") 25.0° t2.0 ~ <br /> NOM. (43.25") �) <br /> PANEL LIP <br /> 30.00" <br /> SHEET RENSONS <br /> y� REV.DESCRIPRON DAIS <br /> 5 RP7/ 2 <br /> MAX 40CANT. \\ \\ \\/\ \ �,\ <br /> 86 50" <br /> ------------- ----- ---------------- --------------------- jx�jjj� <br /> GROUND SURFACE SHOWN LEVEL / / A P P R 0 V E D <br /> / DRAWN RENEWD APPROVEJDID S <br /> D <br /> RE z <br /> \ <br /> MAX EW SPAN SHEET NAME z\ \ \ \ \ \ \ \ \ \ \ \ \ RACKING OVERVIEW <br /> 100.00" ±2.0" & SETUP <br /> PROJECT NUMBER <br /> RRG25WA-003 a <br /> Al ELEVATION VIEW: STD. BALLAST RACKING TABLE A4 PROFILE VIEW: STD. BALLAST RACKING TABLE DRAWNG NUMBER REV. <br /> S.100 A <br /> 3 4 5 <br />