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REINFORCING SCHEDULE TOTAL NUMBER OF TOTAL WALL REINFORCEMENT REINFORCEMENT HEIGHT PANELS IN WALL HEIGHT'W LAYER NO. TYPE LENGTH (FT) 12'COMPACTED PEDESTRIAN FENCE L STRUCTURAL FILL PER IBC 1607.7 IF REQUIRED 3 OR LESS NO REINFORCEMENT REQUIRED TYPICAL LOCK-LOAD©UNIT ROADWAY 4 5?FT .66 Z MIRAFI S%T 4,5 FT 1.99 16• " 1 5.5 FT 0.86 5 6.7 FT 2 MIRAFI 5 XT 515 FT 1.99 !l 3 5.5 FT 4.65 1 6.5 FT 0.66 GENERAL NOTES _ _ _ _ _ _ _ LAYERB 6 8.0 FT 2 MIRAFI 5 XL 6.5 FT 1.99 1. REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. �- 3 8.5 FT 4.65 2. REFER TO REINFORCING SCHEDULE FOR GEOGRID LENGTHS.AND ELEVATIONS. GRANULAR FILL COMPACTED TO 95% 1 7.5 FT 0.66 3. GEOGRID ELEVATION MEASURED FROM TOP OF CRUSHED ROCK LEVELING PAD. - ///�-OF SOILS MAXIMUM DRY DENSITY PER 7 9.3 FT 3 MIRAFI 5XT �.5 FT 4 8�5 \ ASTM D•1557(MODIFIED PROCTOR) 4. GEOGRI0 LENGTH 1'MEASURED FROM BACK OF FACE UNIT. /) SEE NOTE 10 7.5 FT 7.37 S. GEOGRID SHALL BE INSTALLED BEFWD WALL WITH MACHINE DIRECTION(STRONGEST B.5 FT 0.68 AXIS)PERPENDICULAR TO WALL. _ LAYER 7 8 10.7 FT MIRAFI 5 XT 5'5 FT 1 6. GEOGRID SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL. 8.5 FT 7.31 7_ GEOGRID SHALL BE PULLED TIGHT BEHIND WALL.STAKE END OF GEOGRID AS REQUIRED 1 10.0 FT 0.66 TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL, 2 10.0 FT 1.99 3 12.0 FT 3 MIRAFI 5XT 10.0 FT 4 8. PROTECT GEOGRID FROM CONSTRUCTION DAMAGE PER MANUFACTURERS SPECIFICATIONS. 4 10.0 FT 731 CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOGRID.ANY GEOGRID THAT IS LAVER 6 10.0 FT 9,97 DAMAGED SHALL BE REPLACED WITH NEW GEOGRID AT CONTRACTORS EXPENSE. - - - - - - - - - 1 11.0 FT 0.66 9. LOCK+LOACP WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 2 11'0 FT 1.99 10, STRUCTURAL FILL SHALL BE PUCED AND COMPACTED ACCORDING TO RECOMMENDATIONS 10 13.3 FT 3 MIRAFI 5 XT 11.0 FT 4.65 'H' 4 it 0 FT 7 91 PROVIDED IN THE GEOTECHNICAL REPORT,POWDERMILL BUSINESS CENTER,EVERETT.WASHINGTON, 5 11)FT 9w97 PROJECT NO.Tb241,PREPARED BY TERRA ASSOCIATES.INC..DATED JUNE 2014 GEOGRID-SEE REINFORCING SCHEDULE STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANUALR MATERIAL WITH A MAXIMUM 1 12.0 FT 0.66 AGGREGATE SIZE OF 34NCFES AND A MAXIMUM SOIL FINES(LESS THAN k 200 SIEVE) i^+ LAVER 5 2 12.0 FT 1.99 CONTENT OF 30 PERCENT. - - - - - - - - I 14.7 FT 4 MIRAFI S XT 12.0 FT 7 .751 11. HEAVY CONSTRUCTION EOUIPMENT SUCH AS VIBRATORY DRUM ROLLERS.LOADED DUMP TRUCKS, 5 12 0 FT 997 FRONT-END LOADERS,ETC.,SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. 6 120 FT 1283 STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. WALL 64TTER 1 13.0 FT 0.66 701(V.H 12 16.0 FT MIRAFI S XT ) Z 13.0 FT 1.99 3 13.0 FT 7.31 - - 0 FT 4.85 13. LAVER 4 4 1 5 13.0 FT 9.97 nn - 6 13.0 FT 12.63 10Y 12'MIN.COMPACTED I/TTO 1'CLEAN CRUSHED 1 14.0 FT 0.66 ROCK DRAINAGE FILL(NO SOIL FINES) 2 14.0 FT 1.99 3 14.0 FT 4.85 13 17.3 FT 4 rAIRAFI5 XT 14.0 FT 7.31 LAYER 5 14.0 FT 9.97 fi: - - - - - - - - - 6 14.0 PT 12.63 7 14.0 FT 15.29 - 1 15.0 FT 0.66 .- 2 15.0 FT 1.99 - 3 15.0 FT 4.65 14 18.7 FT 4 MIRAFI7XT 15.0 FT 7.31 NT LPE GRAD MINIMUM WAL N 5 15D FRO FT 9.97 HORIZ NTAL LAYER2 6 71.0 FT 1263 3M.1V 1.33' "7 - - - - - - - 7 15.0 FT 15.29 2H 1V 2151 6'DIAMETER PERFORATED PVC 1 16.0 FT 0.66 PIPE TAKEN TO APPROVED POINT 2 MAX - 5� OF DISCHARGE LAYER 1 2 16.0 FT 1.99 tp' S MIN 3 16.0 FT 4.85 v o - 20.0 FT 4 L7IRAFI7 XT 16.0 FT 7.31 5 78.0 FT 9.97 8', __ ,•MiN.7a�•SrS+ �L'�"i+ , i.�.Taw' ;✓ 6 16.0 FT 12.63 7 16.0 FT 7529 ? COMPETENT NATIVE SOIL 8 16.0 FT 17.95 FIRM UNDISTURBEDJ T ISM 578•MINUS CRUSHED ROCK OR STRUCTURAL FILL I 17.0 FT 0.68 SOIL TO BE VERIFIED NOT TO SCALE LEVELING PAD 2 17'0 FT 1.99 BY GEOTECHNICAL ENGINEER 3 17.0 FT 4.65 16 213 FT5 MIRAFI7XT 17.0 FT 9.97 Terra LOCK+LOAD WALL 6 17.0 F 12.83 POWDERMILL BUSINESS CENTER 7 17.0 FT 15.29 8 1Z0 FT 17.95 Associates, Inc. EVERETT,WASHINGTON Consultants in Geotechnical Engineering NOTE: I DIMENSIONS Geology and ELEVATION TOLERANCE 2.S ALLL DIMENSIONS ARE IN FEET Environmental Earth SOlen-S Proj,No.T-6241 Date JUNE 20141 Figure 6