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Home My WebLink AboutR-434311co I C:) DocuSign Envelope ID: E212B987-C626-4330-A5D4-DO55AO107AF9 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 0 wPLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS.. VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBEDGRASS: SEED OR SOD 29 114" NATIVE VEGETATION '/ 0 25 &//\RECESSED ALLEN /\\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ HEAD CAP SCREW / // // ///\//\//\ \//\//\//\//\//\/� 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE /\/\/\�\/\`/\\/\ \/\/\/\/\/\/ PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH 5/8"- 11 NC x2" UNDISTURBED NATIVE SOIL/\\//�/\\//\//\\//�i/\\ \\//\\//\\//\\//\\ \//\) UNDISTURBED NAT'.VE SOIL STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A T \/ \ MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED \\ \/\\/\\/\\ \\/ \ �' \/ \/\ WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE �i GRATE '� \\ \ \\ \\ \ \\ \\ \\ \ \�\\ \� FRAME AND HERRINGBONE GRATE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE /j//\\//\//\//\� < /\//�\//\/\/T//\�/ PER WSDOT STD PLAN B-30.50-03 KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE USTMENT SECTION. THE REBAR MESH SEE DETAILS � � FIAV USED.G A MINIMUM AREA OSHOWN IN THE F 0. 2 SQ ARE INCHES PER FOOT MAYE C410 C411 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 18". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" A MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT FRAME OPTION 1 - NO DISTURBANCE WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, 5 s"FILL THE GAP MORTAR IN ACCORDANCE WITH STANDARDSPECIFICATION 9-04 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST 1", 2", 4". 6'. PIPE INVERT SHALL BE 5'. PLANTING BEDS TURF (LAWN) AREAS 12", OR 24" 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE N g DOWN. 3"-4" ARBORIST WOOD CHIP MULCH, 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND SECTION BOLT -DOWN DETAIL SEE STD. PLAN 282.60 /j GRASS: SEED OR SOD ONE #3 BAR HOOP FOR 6" HEIGHT THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. LLL 0 INCREMENT (SPACED EQUALLY), SEE NOTE 1 SEE NOTE 2 �-��-�- -�-�--a-�-'-a-�-�- 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST iIiIII I I I1 II -III -III -III -III III=III-III=III-III-III-III-III RECTANGULAR ADJUSTMENT SECTION BASE SECTION. I� H I� I� I� H I� _ M ... SIT -I 1=1I f=1I I - TOP II 1�1 I�I zi I �E =T�I =T1 =I =1 III -I T �-III-I I=1I I -ICI I=1I1= I I 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS =ZE Es 'IT I IT II-Ir1 -I =1 I =1 =I -Ili- I = 6 Sic ?P.BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS 3" OF COMPOST INCORPORATED111-11 _I= I I I 8 p5" OF SITE SOIL (TOTAL AMENDED DEPTH S ��0�� NOT�cs IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). INTO 5" OF SITE SOIL (TOTAL �El I 11T� ��, ( 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN AMENDED DEPTH OF 9.5", FORA III -III -I ICI-III=III-I -III-III I=T-I T ( =-III-III-IT( OF 9.5", FOR A SETTLED DEPTH OF 8") ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY SETTLED DEPTH OF 8")� I=�TLTLT T�==TIT TIT \�. / I 4"M7 MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, III=11I III I I 1=1I1=1 I1=1 I1=1 I1=1 I -III -I I1=1I1=1I A�\ I / N AND FRAMES. TITTIT Tfi TT -TT- I-�iT1TT1TT1TT1TTITTIT= III=III= I=III= I=III=1=1 III=1=1=1=1=1 I -III -III / 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S -� =1 I _DIRECTIONS. =111= 1= =11-I I1=1I - a^ III --I I1=1I1=1I1=1-ITII I -14.'\ ��\ \ \ \I SUBSOIL SCARIFIED 4" BELOW I 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING 19 114 SUBSOIL SCARIFIED 4" BELOW = ��i, �� \\ \ \\ #3 BAR EACH CORNER I I UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A // // / // // //. COMPOST AMENDED LAYER I STRAIGHT EDGE OF SUFFICIENT LENGTH. / COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) I- \/ I( (12"BELOW SOIL SURFACE) NTS ��\/„�,/\\\ /\ 12 \/\\\\/ -( I` I I I /I 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE Not Used UPON COMPLETION. #3 BAR L / OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND HOOP SECTION A m yg0 / TFs SEE DETAIL ISOMETRIC VIEW / \ PLANTING BEDS TURF (LAWN) AREAS I / #3 BAR EACH SIDE \ / 718" -}�-� \ 3"-4" ARBORIST �i�� ii%'' i #3 BAR EACH WAY v I �I 118" WOOD CHIP ////� j 0" GRASS: SEED OR SOD #3 BAR EACH / 314' \ MULCH, SEE STD. - - CORNER, 18" (MIN.) Al / \ PLAN 262.60 -�- - - NOTES: ' 1 1/a" , NOTES: �m711�i7T�_� PRECAST BASE SECTION 1!! yly--III --yyy- - - III --III- I -III -III-III- III 1. AREAS OF NO DISTURBANCE TO BE FENCED -� m m -- AND EXISTING VEGETATION AND SOIL TO BE 11T III III. �-i�- - - i-rtJ�-ul u1 nl -Iu n1 -ITI I 4 1P2" I THIS FRAME IS DESIGNED TO ACCOMMODATE 20' x 24" GRATES OR COVERS, 1ii=iTl Ill T�T-J1T 1-T11 ITI TI=� ITI TI_T=_ PROTECTED FROM CONSTRUCTION IMPACTS. z SEE STANDAD PLANS 204J0, 204.20, AND 204.30. 6" IMPORTED III III = - - ITT= III III -III III 11 6" IMPORTED : • i I I TOPSOIL MIX IT� ITI ITI ITI=ITI ITS IT� ITT I_TI ITI ITI=ITI ITI ITT_= TOPSOIL MIX #3 BAR HOOP 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND - - = - L - = GENERAL NOTES: 1 5/8' COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE (COMPACTED �_� � �=� ITi=IT �_� �_ (COMPACTED 1 / FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. DEPTH) - - =- 8" -= -- - DEPTH) - TO MEASURE SETTLED DEPTH, WATER SOIL THE FRAME SHALL ACCEPT THE 5/8%11 INC x 2" ALLEN HEAD CAP SCREW BY-_ __ SUFFICIENTLY TO FULLY SATURATE WITHOUT 3/4" / BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF % r=J1T CAUSING EROSION BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ \ 2 1l2' 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. Q \ DETAIL / REQUIREMENTS. SUBSOIL IS \ /\ \/\\ _ \/ Y\\/ SCARIFIED 6" SEE NOTE 1 V / SCARIFIED 6" V/ //�/\/V V� i BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) i BELOW IMPORTED \/\\\��\�� /\\/\ TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. ALTERNATIVE PRECAST BASE SECTION -- TOPSOIL MIX V /VA/VA/ /VA/ �I�VA/\ A _ \�/� 12"�/� 4 PROJECTSEE SREQU REQUIREMENTS. PLANS FOR SPECIFIC OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.00 STD. PLAN - 264.00 STD. PLAN - 200.20 PUBLIC WORKS APPoR,u°sq��: .�,�• PUBLIC WORKS APPR D: VRI PUBLIC WORKS CATCH BASIN TYPE 1P PPR ED: DEPARTMENT RECTANGULAR FRAME Martin Pastucha 10/19/2022 1 2:52 A DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I :45 An DEPARTMENT (FOR PARKING LOT) GAZNtlzv 9/28/2018 I :45 Al 11kRB8Ban9D-. wdrc w",�aemm,ss,mo. DATE wm��woM: ndm�"�o-no, DATE n,m�wo: ndm�"�nno, DATE NTS 5 NTS 6 NTS 7 NTS n Not Used Rectangular Frame Soil Amendment Sections Catch Basin Type 1 P a IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 06/13/2025 NTS 1 o NTS 11 A. j Not Used Not Used °` "Asy�,i,� BID SET SE 4/10/25 SURVEYED: SCALE: RSD TRANSPORTATION EXPANSION DAM: o5 21 25 PERMIT COMMENTS SE /14/2 vONTAL:. AD 1 ,966 HORIZONTAL: NAD 1983/1991 ' CITY OF ADDENDUM 1 AJ /17/2 DESIGNED: HORIZONTAL: FIELDBOOK: RENTON PAGE: DRAWN: � DRAWING NO: � �� s ADDENDUM 2 AJ 5/1/25 DJD/AJJ ONE INCH 43667 DATUM R PERMIT COMMENTS SE /21 2 CHECKED: AT FULL SCALE Planning/Building/Public Works De t NTS �� Ec�STER� �y1 4 / JAJ IF NOT ONE INCH Dept. STORM DRAINAGE DETAILS C411 Not Used SIUNAL E� NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 1 1 OF 3 R-434311 1!4" BOLT -DOWN HOLE (TYP.) - 518, 11 NO, SEE DETAIL AND NOTE 2 O T C:) 'C u� J CV 'i, u C) C:) O C:) C:) N Ir Is's co C:) C:) I CV Q J