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Home My WebLink AboutR-417925O O O v N M v O v h PQ Z W Z ZZ W O SWALE FOR SURFACE DRAINAGE CONTROL COMPACTED NATIVE FILL I 1 10' MAX EXPOSED WALL HEIGHT 6 I 2(MAX) H13 , l_1 5' MIN I -I GUARD RAIL PER CIVIL PLANS II ROADWAY 6" MIN COVER OVER REINFORCMENT I I I LAYER 6 1 0.5' TYP - I Li T _LAYER 5 - - SMIN �`� REINFORCEMENT GRID I (SEE SCHEDULE) 12" MIN _LAYER 4 - - "L" -LAYER 3- - - \ CRUSHED ROCK FILTER MATERIAL, BETWEEN 2 AND 4 INCH SIZE WITH _ LAYER 2 LESS THAN 2% FINES \ 2 TYP I `_ LAYER 1 - 0.5' r3" MINIMUM n t GRAVEL BEDDING 1.01 f --KEYWAY 1N FIRM UNDISTURBED MIN SOIL TO BE VERIFIED BY GEOTECHNICAL ENGINEER KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE BUILDING LOT 10, (max.) 1'(min� 4" 7' 2(MAX) 1 nc�rnv�.n / 41" TOP BLOCK REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 60" MIDDLE BLOCK 1 2 REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 60" MIDDLE _BLOCK e 9" REDI-ROCK 60" MIDDLE BLOCK REDI-ROCK 2 60" BOTTOM BLOCK ' 9" OFFSET COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE ASBU/LT NOTE 4" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN GRAVEL 12" MIN. COMPACTED STRUCTURAL BACK FILL ABOVE DRAIN COLUMN DENSE NATIVE SOILS 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) EXCAVATION TO BE COMPLETED AT THE BACK OF THE DRAINAGE COLUMN TO LIMIT THE AMOUNT OF DENSE NATIVE MATERIAL REMOVED FROM BEHIND THE WALL. 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) THE ASBUIL T INFORMA 110N DEPICTED ON THESE PLANS /S BASED UPON FIELD SURVEY INFORMA110N PROVIDED BY CORE DESIGN AND SUPPLEMENTED BY SITE CONTRACTOR, GOODFELLOW BROTHERS, ON ✓ANUARY 29TN, 2024. GOODFELLOW BROTHERS INDICATES THAT THE DATA PROVIDED TO CORE DESIGN ACCURATEL Y REPRESENTS FIELD CONDl110NS ON THE DA TE OF THEIR SURVEY. CORE DESIGN HAS REV/f ED THE INFORMA 110N PROVIDED FOR GENERAL CONFORMANCE K4TN THE DESIGN CONCEPT, AND TO THE BEST OF OUR KNOK2EDGE THE INFORMA 110N /S IN ACCORDANCE W771 THE OBSERVED FIELD CONDITIONS. REINFORCED FILL ROCKERY REINFORCING SCHEDULE OVERALL WIDTH (includes stone size REINFORCEMENT HEIGHT at base of wall, wall EXPOSED WALL LAYER NO. (USE MIRAFI OR LENGTH "L" FEET (ABOVE BASE batter, drain rock, HEIGHT EQUIVALENT) ELEVATION) and reinforcement) 3.25 FEET 4 FEET OR LESS NO REINFORCEMENT REQUIRED 8.25 FEET 5 FEET 1 MIRAM HP 570 4.5 0.5 2 MIRAM HP 570 4,5 2.5 1 MIRAFI HP 570 5-5 0.5 10 25 FEET 6 - 7 FEET 2 MIRAFI HP 570 5.5 2.5 3 MIRAFI HP 570 5.5 4.5 1 MIRAR HP 570 7.5 0.5 2 MIRAFI HP 570 7.5 2.5 13.25 FEET B - 9 FEET 3 MIRAFI HP 570 7.5 4.5 4 MIRAFI HP 570 7.5 6.5 1 MIRAFI HP 570 9.0 0.5 2 MIRAFI HP 570 9.0 2Z 15.25 FEET 10 FEET 3 MIRAFI HP 570 9-0 45 4 MIRAFI HP 570 5 MIRAFI HP 570 ROCKERY NOTES: 1. ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY (ARC) CONTRACTORS GUIDELINES. 2. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTIONS 9-13.7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2016). 3. ALL CAP ROCKS MUST BE SECURE AND NOT ABLE TO BE DISLODGED BY HAND. GENERAL REINFORCED FILL NOTES: 1. REFER TO CIVIL DRAWINGS FOR ROCKERY ALIGNMENT, LOCATIONS AND ELEVATIONS. 2. REFER TO REINFORCING SCHEDULE FOR GEOTEXTILE LENGTHS AND ELEVATIONS. 3. GEOTEXTILE SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPACTED STRUCTURAL FILL AT ELEVATIONS SHOWN ON SCHEDULE. 4. GEOTEXTILE SHALL BE PULLED TIGHT BEHIND WALL. STAKE END OF GEOGRID AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH STRUCTURAL FILL. 5. PROTECT GEOTEXTILE FROM CONSTRUCTION DAMAGE PER MANUFACTURERS CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL DIRECTLY ON GEOTEXTILE. ANY GEOTEXTILE THAT IS DAMAGED SHALL BE REPLACED WITH NEW GEOTEXTILE AT CONTRACTORS EXPENSE. 6. GEOTEXTILE SHALL BE AS SHOWN ON SCHEDULE. ALL GEOTEXTILE SHALL BE CLEARLY IDENTIFIED AND LABELED IN THE FIELD. ANY UNMARKED ROLLS, OR PORTIONS THEREOF, OF GEOTEXTILE THAT CANNOT BE IDENTIFIED SHALL NOT BE USED IN WALL CONSTRUCTION. 7. ALL STRUCTURAL FILL TO BE PLACED AND COMPACTED PER REPORT PREPARED BY TERRA ASSOCIATES, PROJECT NUMBERS, T-7886, PREPARED BY TERRA ASSOCIATES, INC., DATED FEBRUARY 21, 2020. STRUCTURAL FILL IN RE-INFORCED ZONE SHALL BE GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3 INCHES AND A MAXIMUM OF 30 PERCENT PASSING THE NO.200 SIEVE (FINES CONTENT) BASED ON THE 3/4" GRAVEL FRACTION. 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) 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. UNDERGROUND LOCATOR SERVICE CALL BEFOREq YOU DIG. O�NNS.�F O� WAshi 0 T 9 4' 6 <C/� /STEC��O S/DNA L 1 1 CONSTRUCTION RECORD DRAWINGS REVISION FENCE/RAIL WHERE REQUIRED n 4.5' I II II ROADWAY REDI-ROCK 4.5 41" PLANTER BLOCK . (max.) REDI-ROCK ' 41" MIDDLE BLOCK •a 2(MAX) j 1 IN REDI-ROCK ' ' '41" BOTTOM BLOCK 1 J- 4 " T COMPETENT NATIVE SOILS OR STRUCTURAL FILL TO BE VERIFIED BY GEOTECHNICAL ENGINEER (TYP.) NOT TO SCALE L 12" MIN. COMPACTED STRUCTURAL Li BACK FILL ABOVE DRAIN COLUMN i 12" MIN. COMPACTED 1/2" TO 1" CLEAN CRUSHED ROCK NO FINES (TYP.) i STRUCTURAL FILL 4" DIAMETER PERFORATED PVC DRAIN PIPE TAKEN TO APPROVED POINT OF DISCHARGE 5/8" CRUSHED ROCK LEVELING PAD (TYP.) FENCE OR HANDRAIL AS REQUIRED SWALE FOR SURFACE DRAINAGE CONTROL 1 10' MAX. 2(MAX) 1 �- FIRM UNDISTURBED SOIL TO BE VERIFIED BY GEOTECHNICAL ENGINEER u KEYWAY SHOULD BE SLOPED DOWN TOWARDS THE FACE BEING PROTECTED NOT TO SCALE ROCKERY NOTES: 1. REFER TO CIVIL GRADING DRAWINGS FOR WALL ALIGNMENTS, AND ELEVATIONS. 2. ROCKERY CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE ASSOCIATION OF ROCKERY CONTRACTORS GUIDELINES. 3. ROCK USED MUST MEET THE REQUIREMENTS FOR ROCK QUALITY SPECIFIED IN SECTION 9-13.7(1) OF THE WSDOT STANDARDS SPECIFICATIONS (2016). 4. ALL CAP ROCKS MUST BE SECURE AND NOTABLE TO BE DISLODGED BY HAND. COMPETENT UNDISTURBED NATIVE SOILS CRUSHED ROCK FILER MATERIAL BETWEEN 2, AND 4 INCH SIZE WITH LESS THAN 2% FINES - 4" MIN GRAVEL BEDDING 4" MINIMUM DIAMETER DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN GRAVEL TAKEN TO APPROVED POINT OF DISCHARGE OVERALL WIDTH (includes stone size at base of wall, wall EXPOSED WALL batter, and drain HEIGHT rock) 3.25 FEET 4 FEET OR LESS 8.25 FEET 5 FEET 10,25 FEET 6 - 7 FEET 13.25 FEET 8 - 9 FEET 15.25 FEET 10 FEET Terra CUT ROCKERY DETAIL CANOPY Associates, Inc. RENTON, WASHINGTON Consultants in Geotechnical Engineering Geology and Environmental Earth Sciences Proj.No. T-7886 Date: MAR 2022 Figure 2 MEM 2/13/24 HHH LENN R SPRAGUE P.L.S sue. AS NOlGD DESIGNED: HOLLI HEA VRIN DRAWN: MARY MOORE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: HOLLI HEA VRIN BY DATE APPR APPROVED: HOLLI H. HEA VRIN P.E. 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. RED/ -ROCK WALLS ALL RED/ -ROCK WALLS SHALL BE FACED WITH COBBLESTONE TEXTURE AS SHOWN, OR APPROVED EQUAL. NOTE THE WALL DESIGNS, AS SHOWN ON THIS SHEET, HAVE BEEN PRO KDED BY THE PROJECT GE07ECHNICAZ ENGINEER, TERRA ASSOCIATES. /T IS INCLUDED WITH THIS PLAN SET AS COURTESY AND FOR lS INFORMATIONAL PURPOSES ONLY. CORE DESIGN, INC. TAKES NO RESPONSIBILITY OR LIABILITY FOR THE DESIGN. FOR QUES70NS REGARDING THIS DESIGN, CONTACT TERRA ASSOCIATES. CoffCIVIL ENGINEERING LANDSCAPE ARCHITECTURE PLANNING `11111z=� DESIGN SURVEYING 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 R-417925 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HORIZO A - HAD 1983/199, ' C I TY 0 F CANOPY� ~ 211.3124 R 4196L/NCOLNAVE NE, RENTON, WA 98056 FlELDBOOK: RENTON PAGE DATUM VXAV DRAWING NO: Planning/Building/Public Works Dept. C3,32 SITE DETAILS 25 OF. 107 CONSTRUCT/ON RECORD DRA WINGS O Z v