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Home My WebLink AboutR-417926M v 11 FENCE/RAIL WHERE REQUIRED GENERAL NOTES 5' n 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. II I 2) REDI-ROCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. ROADWAY �. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO 16.6" RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, RE I I WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED 28" CANTER BLOCK. I ( FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES _ II (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. REDI-ROCK 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP 41" PLANTER BLOCK TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF 6" MIN. COMPACTED 1/2" TO 1" WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT 6' REDI-ROCK CLEAN CRUSHED ROCK NO FINES THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED (max 16.6" '41" MIDDLE BLOCK THEN WIDEN FOR LOWER COMPACTION EQUIPMENT. ;. REDI-ROCK STRUCTURAL FILL 41" PLANTER BLOCK; 2(MAX) a �( N S. O�cc 1 N REDI-ROCK 41" BOTTOM BLOCK 0� �Q� OF WA - d 1 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED 4 „ POINT OF DISCHARGE COMPETENT NATIVE SOILS 5/8" CRUSHED ROCK LEVELING PAD (TYP.) q� 47016 Ss G/STE /AR NAL OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE FENCE/RAIL WHERE REQUIRED n 6' I I II I I ROADWAY GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 16.6" .. ; t EDI-ROCK � � 2) REDI-ROCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS 28" LANTER BLOCK I I SPECIFICATIONS. Li 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO REDI-ROCK RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, 41" PLANTER BLOCK • WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED 6" MIN. COMPACTED 1/2" TO 1" FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR CLEAN CRUSHED ROCK NO FINES MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES REDI-ROCK THEN WIDEN FOR LOWER (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 16.6" 41" MIDDLE BLOCK 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF 9' WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT (max.) REDI-ROCK THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED 4 " CANTER BLOCK • COMPACTION EQUIPMENT. REDI-ROCK " 16.6' 41" MIDDLE BLOCK STRUCTURAL FILL REDI-ROCK 41" PLAN BLOCK �QQ`�OF WASy;, 2(MAX) 1 • REDI-ROCK b �F A " 60" BOTTOM BLOCK b 4" DIAMETER PERFORATED PVC / s DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE �� 47016 Q Fs FG/STEP�\� s/ONAL E� COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE ASBU/L T NOTE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) THE ASBU/L T INFORMATION DEPICTED ON THESE PLANS /S BASED UPON F/ELD SURVEY INFORMATION PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29/7; 2024. GOODFELLOW BROTHERS /ND/CA TES THAT THE DATA PROVIDED TO CORE DES/GN ACCURATEL Y REPRESENTS FIELD COND/T/ONS ON THE DATE OF THE/R SURVEY. CORE DESIGN HAS REVIEWED THE INFORMATION PROVIDED FOR GENERAL CONFORMANCE WITH THE DES/GN CONCEPT, AND TO THE BEST OF OUR KNOWLEDGE THE INFORMATION /S /N ACCORDANCE WITH THE OBSERI/ED F/ELD CONDITIONS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 811 1 1 CONSTRUCTION RECORD DRAWINGS F.ITIMM •► 6' EDI-ROCK 28" PNTER BLOCK, REDI-ROCK 41" PLANTER BLOCK REDI-ROCK 16.6" 41" MIDDLE BLOCK 7.5' (max.) • - 16.6" [REDI-RO:CK**4r PLANTER BLOCK RED[ -ROCK 41" PLANTER BLOCK - 2(MAX) � RED] -ROCK 5 (MIN 41" BOTTOM BLOCK _ry 4" COMPETENT NATIVE SOILS FENCE/RAIL WHERE n REQUIRED II II ROADWAY II II II u 6" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES THEN WIDEN FOR LOWER STRUCTURAL FILL 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE OR STRUCTURAL FILL TO BE VERIFIED 5/8" CRUSHED ROCK LEVELING PAD (TYP.) BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE 6' �{ 16.6" K tDI-ROC 28'NTER BLOCK. REDI-ROCK 41" PLANTER BLOCK . REDI-ROCK 16.6" 41"MIDDLE BLOCK REDI-ROCK 10, 4 " CANTER BLOCK (max.) REDI-ROCK 16.6" 41" MIDDLE BLOCK COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) REDI-ROCK 41" PLAN BLOCK REDI-ROCK a 60" MIDDLE BLOCK FENCE/RAIL WHERE REQUIRED n II II ROADWAY II II II Li 6" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES THEN WIDEN FOR LOWER STRUCTURAL FILL PVC . MLINE �s . : • • • • BLOCK `r� NOT TO SCALE DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) M E M 2/ 13/24 H H H SURVEYED: LENN R. SPRAGUE P. L. S. SCALE: AS NOTED DESIGNED: ROLL/ HEA VR/N DRAWN: MARY MOORF ONE INCH CHECKED: OLL/ HEA VRIN IF NOT ONEC NCH SCALE ACCORDINGLY BY DATE APPR APPROVED: ROLL/ H. HEA VR/N P. E. GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REDI-ROCK O WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. i to S. D wnsy�tic��` 3 ss oNAL ��\2 GENERAL NOTES 1) REFER TO CIVIL GRADING PLANS FOR WALL ALIGNMENTS AND ELEVATIONS. 2) REDI-ROCK ® WALL ASSEMBLY TO BE COMPLETED PER MANUFACTURERS SPECIFICATIONS. 3) STRUCTURAL FILL SHALL BE PLACED AND COMPACTED ACCORDING TO RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT, CANOPY, RENTON, WASHINGTON, PROJECT NO. T-7886 PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN REINFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3-INCHES AND A MAXIMUM SOIL FINES (LESS THAN # 200 SIEVE) CONTENT OF 30 PERCENT. 4) HEAVY CONSTRUCTION EQUIPMENT SUCH AS VIBRATORY DRUM ROLLERS, LOADED DUMP TRUCKS, FRONT-END LOADERS, ETC., SHALL NOT OPERATE WITHIN FIVE FEET OF BACK OF WALLS. STRUCTURAL FILL PLACED IN THIS ZONE SHALL HAVE MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES AND SHALL BE COMPACTED USING HAND OPERATED COMPACTION EQUIPMENT. Terra 10.5' PLANTER REDI-ROCK WALL DETAIL CANOPY Associates Inc. RENTON, WASHINGTON Consultants in Geotechnical !ngineering Geology and � Environmental Earth Sciences Pro No. T-7886 Date: MAR 2022 Figure 8 NOTE THE WALL DESIGNS, AS SHOWN ON THIS SHEET, HA I/E CIVIL ENGINEERING BEEN PROWDED BY THE PROJECT GEOTECHNICAL LANDSCAPE ARCHITECTURE ENGINEER, TERRA ASSOC/A TES. /T /S INCLUDED WITH THIS PLANNING PLAN SET AS COURTESY AND FOR /S INFORMATIONAL SURVEYING PURPOSES ONL Yr CORE DES/GN, INC. TAKES NO DESIGN RESPONSIBILITY OR LIABILITY FOR THE DESIGN. FOR QUESTIONS REGARDING THIS DESIGN, CONTACT TERRA 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 ASSOCIATES R-417926 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZONTAL N D 1983/1991 CITY O F CANOPY r 211JI24 4196E/NCOLNAVE NE, RENTON, WA98056 FlELDBOOK: RENTON PAGE: DATU Iftow DRAWING NO: M Planning/Building/Public Works Dept. C3,33 SITE DETAILS SHEET° 26 OF, 107 CONSTRUCT/ON RECORD DRA WINGS N O O TO v, 7 J V O Z Q