The URL can be used to link to this page

Home My WebLink AboutR-411515Ln DocuSign Envelope ID: 6EECF5B6-602A4E4A-B436-A317AA638878 PIPE ZONE BEDDING AND BACKFILL SEE NOTE 4 LL.J FOUNDATION LEVEL -\ LLJ O w z z J TRENCH WIDTH.JI SEE NOTE 3 I r S' O.D. T 1 FOUNDATION MATERIAL, IF REQUIRED. SEE NOTE 5 TRENCH WIDTH. SEE NOTE 3 PIPE ZONE BEDDING AND SPAN BACKFILL. SEE NOTE 4 TT RISE FOUNDATION LEVEL r FOUNDATION MATERIAL l IF REQUIRED. SEE NOTE 5 \y PIPE - ARCH RIGID PIPE NOTES: I PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. O.O. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE OUTSIDE SPAN OF PIPE -ARCH, 3 SEE STANDARD WSDOTIAPWA SPECIFICATIONS SECTION 2-09.4 FOR TRENCH WIDTH 4 PIPE ZONE BEDDING AND RA KFI L MATERIAL LL SHALL BE PLACED 6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 5. EXCAVATE UNSTABLE MATERIAL DOWN i0 FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD W50OVAPWA SPECIFICATIONS SECTION 9-03 17 ®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) OR MAINTENANCE ROCK (WSDOT 9-03-914)) MINIMUM ALLOWED IN ZONE 1 PIPE TYPE COVER IFTI PUBLIC7 PRIVATE? OF THE APA7 CORRUGATED STEEL PIPE 20 YES YES YES SPIRAL RIB STEEL 20 YES YES YES PIPE PLAIN CONCRETE PIPE (PCP) 20 NO YES NO REINFORCED CONCRETE PIPE 1.0 YES YES NO (RCP) CORRUGATED OR SPIRAL RIB 2D YES YES NO ALUMINUM PIPE DUCTILE IRON PIPE 1.0 VES YES VES CIRCULAR PIPE DIAMETER MINIMUM DISTANCE BETWEEN BARRELS 12' TO 24" Ir 30"TOO 96' DIAMETERl3 1 "T 7 02 80 48' PIPE -ARCH SPAN MINIMUM DISTANCE BETWEEN BARRELS 18"TO 38' IT 43• TO 142' SPAN 13 148' TO 199' 46' UNLESS OTHER WISE NOTED, DRAWING 15 NOT TO SCALE INTS) I am STD. PLAN - 220.00 PUBLIC WORKS PIPE ZONE BEDDING AND APPR f0 � DEPARTMENT COMPACTION RIGID PIPE GAZ 9/28/2018 I DATE 1.5" RADIUS B (TYP.) A go D L \,---0.3" BORDER (TYP.) B A CEI SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 8" VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT >40MPH) 12" VARIES 8" 611 5' GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0,080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN (REFL.) POST MOUNTED TD. PLAN- 134 ®PUBLIC WORKS STREET NAME SIGNS EROVED: DEPARTMENT eL 7/30/2018 DATE :45 AN Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 R IssaQuah, WA 98027 R Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. IF Cle Elum, WA 98922 IT Phone: (509) 674-7433 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 ^.� 314' FLAT FACE GOTHIC D DObD 5 STORY D q' DOG❑ 8-t10"DIA T I I11 10.1/Y DIA (2) 318'-16 SS SOCKET HEAD CAP 15' DU 11) OPEN PICKHOLE 1' SCREW (ALLENHEAD) WIVISHRS 5 9" ON A S" DU BOLT CIRCLE CAST IRON FRAME AND PAVED AREA (TYP.1 COVER. SEE NOTE 3 72• EXTEND CLEANOUT PO SER (DIN IFS --III 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN FERNOO GASKETED QUIK CAP OR SIMILAR DESIGN PONDING - _- ELEVATION 4MBED COBBLES 8" CLASS "B- PER ER WSDWSOOT 84)3.1112) ASPHALT, SEE NOTE 4 1 L 4' COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSOOT 9-03.12(4) J CLEANOUT RISER, SEE NOTE 2 CLEANOUT RISER SOIL TIGHT 45' BEND SEE NOTE 2 --- WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 � CLEANOUT RISER LOCATED WITHIN { + BIORETENTION PONDING AREA 1^/ r I'� IIII�III TO OVERFLOW S, `}61�T1� 1[l STRUCTURE OR s1"j`1 STORM MAIN _. - MECHANICAL PLUG OR -,1I-INUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: I DIAMETER TO BE &INCHES MINIMUM PRIVATE &INCHES MINIMUM PUBLIC UNDERDRAIN PIPE PER STD. PLAN 262.10. 2 CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN. FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE 3 FRAME AND COVER SHALL BE EJ PRODUCTS 3675ZIPT AND 3675APT OR APPROVED EQUAL COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MAHKLU'S I UR%C OR "DRAIN' 4 FOR CLEANDUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF MORETENTION PONDING AREA, POUR 8' THICK, Zx2 SQUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,OD0 PSI. GENERAL NOTES, 1 CLEANOUTS FOR UNDERDRAIN. FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE AND AT EACH END OF AN UNDERORAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANC ACCESS TO ALL PIPES. E 2 ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTKIN PONDING WHERE POSSIBLE, 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 PUBLIC WORKS (D DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20 C D DATE MUTCD SIGN R8-3 (MODIFIES) NPAT = NO PARKING ANYTIME *ORIENT NO PARKING SIGN AT 45 DEGREES FROM STREET NOTE: NO PARKING SIGN TO BE BANDED TO STREET LIGHT POLE (WHERE APPLICABLE) BANDS TO MATCH STREET LIGHT POLE COLOR, 100' SEPARATION BETWEEN SIGNS USE DOUBLE ARROW NO PARKING SIGN AT ALL LOCATION EXCEPT ON STOP SIGN. USE RIGHT ARROW ONLY NEAR STOP SIGN. I 18 DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB34329FFEOC108 'j.` ADDITIONAL LADDER RUNGS (IN SETS) TO Z MIN. CLEARANCE TO y$ \\�\ ALLOW ACCESS TO TANKS OR VAULTS ANY PORTION OF FLOW RESTRICTOR \ WHEN CATCH IS FILLED WITH WATER TEE INCLUDING ELBOWS / \ REMOVABLE WATERTIGHT COUPLING OR FLANGE ELBOW RESTRICTOR. SEE DETAIL AND NOTE 10 ANGLE AS / NECESSARY, / \ SEE NOTE 7 T MIN. El MAX 2'MIN.--�� PLATE WELDED TO ELBOW WITH PLAN VIEW ORIFICE AS SPECIFIED, SEE NOTE 3 ELBOW RESTRICTOR DETAIL ELEVATION PER PLANS 12" MIN. UNDER FRAME 6 SOLID COVER MARKED'DRANI' WITH PAVEMENT LOCKING BOLTS PER STD. PLANS 204.40 AND 204.50 IBA MA%. VERTICAL BAR GRATE FOR SECONDARY INLET 8" MIN. DESIGN WATER ELBOW RESTRICTOR.RFA'L� SEE DETAIL AND NOTE10 HANDHOLDS, STEPS, OR LADDER PIPE SUPPORTS, SEE NOTE 8 r 12' (TYP. ) 1.5 . D }i} SEE NOTE B (TYP.) MIN. Z MIN. T- I D ISOMETRIC i --(- OUTLET PIPE. SEE i INLET PIPE NOTES 1 S 5 2' MIN SHEAR GATE WITH CONTROL ROD FOR INVERTAND CLEANOUTIDRAIN (ROD BENT AS REQUIRED ELEVATION PER PLANS FOR VERTICAL ALIGNMENT WITH COVER) 12" SECTION OF PIPE ATTACHED BY PER STO. PLAN 237.30 GASKETED BAND TO ALLOW REMOVAL Z MIN- 12' WELDED RESTRICTOR PLATE WITH ORIFICE DU AS SPECIFIED. SEE NOTE 10 NOTES: SECTION A 1 USE A MIMIMUM OF A 54' DIAMETER TYPE 2 CATCH BASIN Z OUTLET CAPACITY 100-YEAR DEVELOPED PEAK FLOW. 3 METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5 4 FRAME AND LADDER OR STEPS OFFSET SO, A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CUM&DOWNLESPACE IS CLEAR OF RISER AND CLEANOUT GATE . C. FRAME IS GAR OF CURB. 5- IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPEOUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE ID. LESS I 6 PROVIDE AT LEAST ONE 3' X 090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM T-O' VERTICAL SPACING) 7 LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN B_ LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER, 9. WHEN CONNECTING TO A NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE 10 IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REWIRED UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NUS) STD. PLAN - 237.00 • PUBLIC WORKS FLOW CONTROL STRUCTURE by: DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20 0 ".1{iiiWBB149D. DATE REVISED PER ASBUILT SURVEY z 5 REVISIONS PER FIELD CONDITIONS 4 REVISIONS PER FIELD CONDITIONS 38373 REVISIONS PER CITY COMMENTS DATED 6112312021 ISTE ��`" 2 REVISIONS PER CITY COMMENTS DATED 4110712021 `SIGNAL n� /n'E /one t N0. REVISION 18 DocuSign Envelope ID: 3B1B34D3-7EOA476C-ADB34329FFEOC108 5'.10' GRATE. GRATED ACCESS DOOR, OR LOCKING 18' MAX. FROM CENTER OF ACCESS PANEL OVER SECOND CELL, FOR VAULTS FRAME TO STRUCTURE ACCESS COVER OR DOORS REWIRED. WHERE SURFACE AREA OF SECOND CELL IS WALL FOR STEP ACCESS GREATER THAN 1.250 SQUARE FEET, 4%OF THE - - - - TOTAL SURFACE AREA MUST BE GRATED AND A 5'.1 V REMOVABLE LOCKING PANEL SHALL BE PROVIn FO OU ET _ LADDER WETPOOL V'SHAPED BOTTOM - WIDTH _ ______ _____________ -_-_ \\ INLET B" MIN. GRAVITY DRAIN A ` REMOVABLE BAFFLE OR WALL. SEE NOTE 2 SEE NOTE 7 (TYP.) • �� e-MAX. FROM EDGE OF OPENING TO STRUCTURE • WALL FOR STEP ACCESS FRAME AND SOLID COVER WETPOOL LENGTH IT MIN. VENTILATION PIPES AT MARKED'DRAIN' WITH LOCKING BOLTS PER STD- CORNERS ITYP .I, SEE NOTE 6 PLANS 2D4-40 AND 204.50 4" MIN. ' PLAN VIEW 6' MAX '• '' �' -'�' -' �' �' SIZE TO CONVEY 100-YEAR FIRST CELL SIZED FOR LADDER DESIGN FLOW WITHOUT 25%T035%OF SHEAR GATE OVERTOPPING. B'MIN. WETPOOL VOLUME WATER DUALITY (WQJ DESIGN 1Z,MIN WATER SURFACE IWSb7 INLET .' 12'MIN. IT �Y OUTLET WITH CAPACITY TO CONVEY 10D-YEAR DESIGN 12'MIN, WETPDOL FLOW WITHOUT OVERTOPPING D DEPTH SEE NOTE 71TYP 1 • MAX��74 3' MIN. REMBAF4�7T 2' MIN, i �� VALVE GRAVITY DRAIN OF GRADE ALLOWS(. PLACE AS LOW AS GRADE ALLOWS BUT MUST BE 6- BOTTOM SLOPE 0.5%-2% MIN. ABOVE THE BASE ELEVATION OF VAULT TOWARD INLET END WALLS OR ABOVE SEDIMENT STORAGE AREA SECTIONA BOTTOM SLOPE CIS%-2%TOWARD OUTLET AVERAGE SEDIMENT STORAGE END OF SECOND CELL (RECOMMENDED) 12' MIN. (FIRST CELL) ACCESS DOORS OR REMOVABLE PANEL SEE NOTE 5 WO DESIGN WS 0--\/�\\/�\\ T MIN. 4' MIN. 5y, MIN. (TYP 1 AVERAGE I SEDIMENT , STORAGE FIRST CELL) NOTES: SECTION B 1. THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA 2 THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5fD0T . 10FOOT REMOVABLE MAINTENANCE ACCESS MUST BE PROVIDED FOR BOTH CELLS. 3 FOR VAULTS UNDER ROADWAYS. THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER. TO FACILITATE REMOVAL OF SEDIMENT. UDDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE. 1. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY REMOVABLE PANELS. IS 36INCHES - 5. REMOVABLE PANEL SMALL BE AT GRAD HAVE STAINLESS STEEL LIFTING EYES AND WEIGH NO MORE THAN 5 TONS PER PANEL E 8- VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERDESI ED. BUT GNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 7. WHEN CONNECTING TO A NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-WSEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 8 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 249.20 • i PUBLIC WORKS so ib v: +1� DEPARTMENT WETVAULT Martin Pastucha$/13/202 (iD9iBg49D_. DATE REQUIRED DIMENSIONS 8' FOR ROCK LINING 12' FOR RIP RAP TABLE 4.2.2.A. ter" PLAN NTS PLACE ROCK V ABOVE CROWN BOTH SIDES OF CHANNEL FOR "A" < 8' - ONE SIDE OF CHANNEL FOR "A" > 8' - I-1' MIN. DISCHARGE PIPE I i � FILTER FABRIC LINER UNDER 1' OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A PIPE/CULVERT DISCHARGE PROTECTION CP 04/17/2024 SURVEYED: SDM CP 0911512023 DESIGNED: NEM CP 09/28/2022 CP 07110112021 DRAWN. TLK CP 04110812021 CHECKED: EDM BY DATE APPR APPROVED: CJA NTS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATA M I b: DocuSign Envelope ID: 6EECF5B6-602AAE4A-B436-A317AA638878 PLANTING BEDSIUNDISTURBED UNDISTURBED TURF(LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBED GRASS: SEED OR SOO NATIVE VEGETATION 0• UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS 1'4' ARBORIST WOOD CHIP MULCH. SEE STD PLAN 262 60 3"OF COMPOST INCORPORATED INTO 5' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5', FOR A SETTLED DEPTH OF W) TURF(LAWN)AREAS GRASS- SEED OR SOD 1.75' OF COMPOST INCORPORATED INTO 625" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF W) ��I�i��i1��:11Zill- 6' �ISl�llll�lllrllFwl�l I SUBSOIL SCARIFIED 4• BELOW SUBSOIL SCARIFIED 4^BELOW LI- i -'�- _-('� COMPOST AMENDED LAYER COMPOST AMENDED LAYER - -: _ (12- BELOW SOIL SURFACE) (12- BELOW SOIL SURFACE)'- :, IT OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF ILAWN)AREAS ' 1 3'4"ARBORISt/� �•.i: I f ICI' WOOD CHIP ';',ULCH, SEE STD. /!/ '� D.�I GRASS SEED OR SOD PLAN 262,60 1/ _ I I NOTES: AREAS OF NO DISTURBANCE TO BE FENCED �T1 �1 ICI AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. TIMPORTED I I I e^IMPORTED TOPSOIL MU( -1-' -1- -- -I- 1 I I I I TOPSOIL MIX GENERAL NOTES: (COMPACTED -. - -I - �_ - I I I I (COMPACTED DEPTH) I , TT_S� jl:� 6, I I I I I I DEPTH) I TO MEASURE SETTLED DEPTH, WATER SOIL -II, b - T I _ 1.1 - SUFFICIENTLY TO FULLY SATURATE WITHOUT -rEF 3L' CAUSING EROSION .. :. 41 -' , SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SUBSOIL IS T I_ - = _ . - - SCARIFIED 6' BELOW IMPORTED 3. COMPACTION OF TOPSOIL HERE REQUIRED (VA' 1 SCARIFIED 6' a ..FLOW IMPORTED - - - _ - - I _� - TOPSOIL MIX TO BE T085%OF STANDARD PROCTOR, TOPSOILMI% _ ,I 2 -I-. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS OPTION MPORTED TOPSOIL UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE INTS) STD. PLAN - 264.00 PUBLIC WORKS APPR D SOIL AMENDMENT SECTIONS C,gIZ 9/28/2018 1 DEPARTMENT DATE SEE SLhTMAR GE TABLE 8' MAX TRENCH SHORING DETAIL NTS Know what's below. Call before you dig. vRi CITY OF RENTON Planning/Building/Public Works Dept. Erx20' TRENCH SHORING SHIELD W1 Irk' SCH 8D PIPE SPREADERS CTYP) If we go passed 22' depth we will stack an additional trench box MIDI DEWATER J :45 All R-41151.3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SKYHORSE SHORT PLAT PR 17- 000438 ASBUILT CONSTRUCTION DETAILS Q J 0 Z L� C/� DATE: 0611712024 FIELDBOOK: PAGE: O DRAWING NO: 22587 SHEET: 15 OF: