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Home My WebLink AboutR-434311co I 10 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 UNDISTURBED GRASS: SEED OR SOD 29 1/4" - NATIVE VEGETATION 25 NOTES: RECESSED ALLEN ✓VA VA VA \ \ \ \ \ \ \ \ \ \ AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE HEAD CAP SCREW-%\//\//\/�\/%\/%\/%\ \\//\/%\//\///\//\//.� 1 PRECAST BASE SECTION, FIBERS PLACED IN ACCORDANCE WITH 5/8"- 11 NC x2" UNDISTURBED NATIVE SOIL UNDISTURBED \\/\\/\\/\\/\\/\\/� UNDISTURBED NATIVE SOIL STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A j/\\/\\/\\\//\\/\\\/�\\/�\\ \\\//\\//\\//\\/\\\//\\/ MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED T///\�//� WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE ALTERNATIVE GRATE//\y/\\//j//\\//\\\//j\ \\//j//\\%\\/j��j�/ FRAME AND PER WSDOT STDNGBONE GRATE PLAN B 30 50 03 PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH SEE DETAILS HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. 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 6"FILL THE GAP MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PLANTING BEDS TURF (LAWN) AREAS 1", 2", 4", 6". PIPE INVERT SHALL BE 5'. 12", OR 24" 4, THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE ,�Ip DOWN. 3%4" ARBORIST WOOD CHIP MULCH, //J / // /i / II II 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND SECTION BOLT -DOWN DETAIL SEE STD. PLAN 262.60 / //l� �`IN Ij ,`I GRASS: SEED OR SOD ONE #3 BAR HOOP FOR 6" HEIGHT THE WALLS MAY BE SLOPED AT A RATE OF 1H:24V OR STEEPER. D. INCREMENT (SPACED EQUALLY), SEE NOTE 1 SEE NOTE 2--�-----u-� a-�-�- 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST III -III -III -III -I II -I II -III -III III=III=III=III-III=III-III-III � RECTANGULAR ADJUSTMENT SECTION BASE SECTION. II I� I I� I I� I I� I H I I� I - =1 I H I �I I1=1 11=1 11=1I1=1I I- -�_ 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS TOP -�__ - BEEN PLACED. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS 111EIII=III=1 11= 11-1 I I -I 11=1 I I 111=1 11=1 11=1 I I -III -III -III- I 6 sF 2? 3" OF COMPOST INCORPORATED 1 1 I I =1 -1 =11 875" OF COMPOST SOIL(TOTAL AMENDED DEPTH S 0�� NOT�c6 IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). INTO 5" OF SITE SOIL (TOTAL � 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN AMPORATED INTO ENDED DEPTH OF 9.5", FORA III -III -I ICI-TfII 11 -III-III III -III -III -III -III -III -III- ( OF 9.5", FOR A SETTLED DEPTH OF 8") \ ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY SETTLED DEPTH OF 8") �E_,� I_ =ITL�TL-�=�=�= Na. / I \ 4"M7 MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, III=III III I =III=III=1 I I1=1 I I=111EI I I -III -III -III -III A�\ I / A, AND FRAMES. I1=11 111E - =1 =1 1 11=1 11=1 11=1 11=1 11=1 11=1 I I= \ I / 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S --1 I -�� DIRECTIONS. III III I 1= --LI f== - 8^ 111-I 11-I 11-I 11 111�I 11 111=� T,o%/� �i m / I % I 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING 24 1/4 SUBSOIL SCARIFIED 4" BELOW \/ \/ SUBSOIL SCARIFIED 4" BELOW #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 r \/ �, (12"BELOW SOIL SURFACE) I \� NTS / \ (12" BELOW SOIL SURFACE) u \/%/\�//' \ /I ,\\/\ ° _I I / I I /I 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE 1 ' / \ \/\ /�/\//\ / I • . I I UPON COMPLETION. Not Used .. - #3 BAR / HOOP � I � � .1,6 p•�E0 s F4,6 " c� ? OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND y I I �m e��a / OrFs SECTION A ISOMETRIC VIEW / I SEE DETAIL / PLANTING BEDS TURF (LAWN) AREAS / \ / /�j flh II #3 BAR EACH SIDE 718" 3"-4"ARBORIST / ij"�� p I p!q f^ #3 BAR EACH WAY `v WOOD CHIP //� 0„ � GRASS: SEED OR SOD #3 BAR EACH (MIN.) MIN. BH / MULCH, SEE STD. _ 314• \ PLAN 262.60 ]j[- - - - III i_ 11-11I 111 "111 III III Ill' NOTES: l ' 1 va" , NOTES: �711�71-�TT� - III11-11 III I11=1I 111 I1= PRECAST BASE SECTION ifTlyyT�i'TfyylTTT�TfyyyifT�ifT�Ti-T - T7-lyyl ) � - 1. AREAS OF NO DISTURBANCE TO BE FENCED LIJLLL ll1 I,UTiT1.0 l_U _ 1_U�11mT� -Ill-�-Ill- I- AND EXISTING VEGETATION AND SOIL TO BE 1. THIS FRAME IS DESIGNED TO ACCOMMODATE 211 24" GRATES OR COVERS, �_-�'f�_--1-�i1T - t7-1ll1-lll-III-IU.-IL-III - 4 1Y2" I SEE STANDARD PLANS 204.10, 204.20, AND 204.30. 6" IMPORTED - -- -�-1 1- -�-�- -III-_ PROTECTED FROM CONSTRUCTION IMPACTS. z_ TTf-1 �- - �l=l�l Ill=�-�l - 6" IMPORTED #3 BAR HOOP TOPSOIL MIX TIT=TIT TIT=M=M TIT - TIT �II TIT �ll �TI- TOPSOIL MIX i� _ P 1 1 518• / 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND (COMPACTED -1l 1-ll 1-�= - I1 111-11 - -III (COMPACTED GENERAL NOTES: COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE 1I=TIT TIT TIT=TIT T=TT�TT TIT -TIT TIT TIT -TIT TIT T II= FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. DEPTH) -� 1 1-I11 1 1=111-I 6" 11I 11=I 1I 1I 11-I 11 11-I 1I DEPTH) 1 5B' THE FRAME SHALL ACCEPT THE W%1I INC x 2" ALLEN HEAD CAP SCREW BY -11T T-I=iTT=JTT 1r=1T1 Ir iTl -TTI iIT TR Tr TJ- TO MEASURE SETTLED DEPTH, WATER SOIL 3/4" / BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF "IL SUFFICIENTLY TO FULLY SATURATE WITHOUT I� BOLT -DOWN HOLES VARIES BY MANUFACTURER. �' TR -I' //\ r1. f%, 1TI -TIT T CAUSING EROSION 2112" / \ =1 / I- \ / 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL �/ ///� �;i //� \� � SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. \ DETAIL REQUIREMENTS. SUBSOIL IS V A/� -)- %�/� \� - VA/�` SCARIFIED 6" 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) SEE NOTE 1 / / / / 'Y / BELOW IMPORTED \ / SCARIFIED 6" TQBETO85%OFSTANDARD PROCTOR. ALTERNATIVE PRECAST BASE SECTION TOPSOIL MIX \ \ BELOW IMPORTED / //A ;��. �//� '-��%/ / TOPSOIL MIX \\ \\�j\\,icy/ 12/ 4. SEE CONSTRUCTION PLANS FOR SPECIFIC \/\/\ /\/ PROJECT REQUIREMENTS. I OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS 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 APPROVED: STD. .�,�•i PUBLIC WORKS ,PPR D: � PUBLIC WORKS CATCH BASIN TYPE 1P PPR ED: DEPARTMENT RECTANGULAR FRAME Martin Pastucha 10/19/2022 I 2:52 `�� DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/zs/zoi8 I :45 A DEPARTMENT (FOR PARKING LOT) GAZ 9/28/2oi8 I :45 Al aueaeee•aeo_ . wdrc w",�aemm,ss,mo. DATE DATE VAWn,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 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY JACOBSON CONSULTING ENGINEERS, AND HAS BEEN EDITED TO REFLECT THE AS -BUILT CONDITIONS OF THE PROJECT. FIELD DIMENSIONS AND INFORMATION THAT WAS PROVIDED BY BAYSHORE CONSTRUCTION COMPANY, AND PROVIDED TO JACOBSON CONSULTING ENGINEERS IN OCTOBER 2025. JACOBSON CONSULTING ENGINEERS DOES NOT PROVIDE ANY WARRANTY AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION PROVIDED BY OTHERS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS NTS 1 o NTS 11 A. j Not Used Not Used N,Asy, o SURVEYED: sue: RSD TRANSPORTATION EXPANSION DATE: 03 25 RECORD DRAWINGS SE 11/3/25 VERTICAL: AD 1 83/1 CITY OF / / HORIZONTAL: NAD 1983/1991 w DESIGNED:SSE/l F� T FIELDBOOK: DRAWN: RENTON PAGE: W� DJD/AJJ ONE INCH DRAWING NO: NTS R� E� CHECKED: AT FULLSCALE 43667 IF NOT ONE INCH DATUM Not Used 9 �sSI�N1 APPROVED: SCALE ACCORDINGLY Planning/Building/Public works Dept. STORM DRAINAGE DETAILS SHEET: NO. REVISION BY DATE ,PPR 11 OF 3 R-434311 1!4" BOLT -DOWN HOLE (TYP.) - 518', 11 INC, SEE DETAIL AND NOTE 2 O T 10 'C� u J N 'i, u 0) C:) O C:) O N WE co C:) 10 C:) I CV Q J