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HomeMy WebLinkAboutR-436032ROAD AND DRAINAGE NOTES AND DETAILS FOR 0 w rW V 0 rr Z 5 O ��75■ LL 2 Q) 0J X IY Q N U Q LIj 0 Ln CV CD N N 00 rn N N N C C 00 N N N rn CD CD O N a_ a i_L DocuSign Envelope ID. 3B1B34D3-7EOA-476C-AD83-4329FFEOC108 12' LETTERING r BOLT HOLES - 3 PLACES EQUALLY SPACED 127 APART ON 23 1116' DIA B.0 RENTO �e a a,rr I I ) 1' DIA. PICKHOLE at eY VIFw 1 t'4'IETTERING �2F DIAL 3W"W I- (TYP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC- (ALLEN HEAD) Sr8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 11T DIA. 2S 1f4• DIA 1u' DIA NEOPRENE GASKET iJa• 1 1n6' E11116' 61• ve• Rt/6' �. 23 3W OU CL OPEN GASKET GROOVE DETAIL 27 G'1S' DIA. 3E IV DIA. FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ No 3717C1 OR APPROVED EQUAL STD. PLAN - 204.50 • PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) lartin PaStuCha8/13/2020 • ,AMF92!!P:HV DATE - CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT DEPRESSED MONOLITHIC CONCRETE CURB & GUTTER SIDEWALK - • (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL. WITH BUFFER) 18:48 FACE OF CURB SEE© SEE DEPRESSED CURB DETAIL CONTRACTION JOINT 6 1I1' ON THIS SHEET 1. WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A STDPLAN 102 512. L, FULL DEPTH EXPANSION JOINT WITH 318' JOINT FILLER b 1m R TOP OF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102). CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE ROADWAY CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN - DRIVEWAY WIDTHS EXCEED30'. 4., •- ,� 2. SEE STD. PLAN 102 FOR SIDEWALK DETAILS. 1r • ' ' . -' 3. CURB AND GUTTER SHOWN. OTHER CURB DESIGNS MAY BE SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS. t• 6' T-6" 4. STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) NOTE DRIVEWAY LONGITUDINAL EXPANSION TITLE IV DEVELOPMENT REGULATIONS JOINTS SHALL BE FULL DEPTH CHAPTER 6 STREET AND UTILITY STANDARDS DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS= RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-4-ON PARKING, LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB �1I 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL SIDE. P 1"R. UTTER SURFACE A 6. FIXED OBJECTS INCLUDING STREET TREES AND STREET P . LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 i" P FEET FROM THE DRIVEWAY EDGE. e • Y -• e. C V .• 7. FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE • p° e NOTE 10). THE EXPANSION JOINTS (SEE STD. PLAN 102) P ' SHALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESSED CURB DETAIL ISOMETRIC VIEW. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS 8. SLOPES SHALL COMPLY WITH THE REVISED DRAFT Ddveway Example: TYPE C1 B GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY 26. 2011 Re Resldendal. C=Commercial Number of Lanes. 9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE (MAXW4 Lane Commercial) APPROVED ON A CASE -BY -CASE BASIS. B-Buffer (Planting Strip), Blank -No Buffer CEMENT CONCRETE DRIVEWAY O STD. PLAN - 104.2 `�^ PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPROVED: DEPARTMENT A DATE HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID 3B1B34D3-7EOA476C-AD83-4329FFEOC108 1� 3W FLAT FACE GOTHIC ❑ 0 DIA { 013 STORM O 4' 0(300 T �( &13116'DIA �I GD II 1 &116' DIA A1213rB'-t8 SS SOCKET HEAD CAPV-115' DIA 518' 1',i,uLr. VI':nr•U.E SCREW LLENWAD)Wt SHRS NADIA R PLAN VIEW FRAME SECTION COVER SECTION DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CAST IRON FRAME AND PAVED AREA 1TYP 1 COVER, SEE NOTE 3 '2• 1 2- EXTEND CLEANOUT 2` ABOVE DESIGN POFOLDING ELEVATION OR PER PLAN FERNCO GASKETED J. DESIGN FOLDING OUIK CAP OR SIMILAR ELEVATION 4'R SDOBEDCOBBLES 6' CLA6S `B' PER WSDOT f3-03.11(2) ASPHALT. SEE NOTE C COMPACTED SANG OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03 12(41 p CLEANOUT RISER, SEE NOTE 2 CLEANOUT RISER SOIL TIGHT 4S SEND 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 ry TO OVERFLOW STRUCTURE OR - - - - -.. _- - STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: I DIAMETER TO BE &INCHES MINIMUM PRIVATE. &INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD PLAN 762.10 2 CLEANOW RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR PIPE 3. FRAME AND COVER SHALL BE EJ PRODUCTS 367SZlPT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED'STORW OR "DRAIN' 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION FORDING AREA. POUR 6' THICK 2112' SQUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI. GENERAL NOTES- I CLEANOUTS FOR UNDERDRAIN. FOOTING ORAIN 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 UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRVCTUftE. OLENIOEJTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2 ALL FITTINGS SHALL BE SOIL TIGHT. 3 CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE 4 CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INTSI STD. PLAN - 226.00 • PUBLIC WORKS STORM SYSTEM CLEANOUT B.D Y' 8/13/20 0 DEPARTMENT artin Pastucha '1BAS'.�'fft "01) DATE 80 OEM tINCLUDES SIDEWALK RAIUPS 6'MIN VARIES (SEE NOTE?) 6'MIN IEEE NOTE B) (SEE NOTES) DRIVEW10 AY REQUIRED PAVED QUIRED JB' EXPANSIO1.10NT (TIN I CEMENT (SEE STO PLAN 102) CONCRETE LIDEENT L U a w � m � C RUCTION JOINT SEE NOTE 1 CEMENT CONCRETE RAMP WITH 12H:IV DRIVEWAY SLOPE ITYP.1 B APPeOAr]t CURB 6 GUTTER (SEE NOTE 3) M' CONTRACTION JOINT (TYP 1 (SEE STD. PLAN 102) PLAN VIEW SIDE WALK SHALL REMAIN AT A CONSISTENT SLOPE WITH AWACENT SIDEWALK PROVIDED TI TAT THEMAX CRASS VARIES LF• SLOPE ON THE DRIVEWAY APPROACH IS NOT EXCEEDED )SEE NOTE 10) OTHERWISE. SLOPE SHALL BE?.Yt.IAX SEE NOTE 8;1mI d'CRVSHED SUFACENG TOP COARSE CMN (TYP.) CEMENT CONCRETE fCSTLIC0tAPACTEDTo95%LIODKIED 0'MIN SIDEWALK PROCTOR (UNLESS REQUIREMENT 3!e' E%PANSION JOLT ITYP.I WAIVED BY ENGINEER) TYPICAL IAmER fSEE STD- PLAN 1021 ALL DRIVEWAYENTRANCE DEPRESSED CURB 8 CAITIER- ISEE NONE SI SECTION O 10' R (TYP I &DEwAIK WIDTH 10%DIFFERENCE IN SLOPE MAK DRIVEWAY W POSITIVE SLOPE (SLOPE SHOWN EXAGGERATED) 13% 151E ..?..: .' DRIVEYAY tl'NIN cFw' P \\{ DRIVEWAY W(REIATIVE �'• P A,• I BE ONO NEGATIVE SLOPE SLO f SHOWN EXAGGE TEDI I 1 1\ / z SEE NOTE CEMENT CONCHE IE SIDEWALK TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB a GUFTER (SEE NOTE 3) CEMENT CONCRETE DRIVEWAY PUBLIC WORKS ENTRANCE - TYPE RIB DEPARTMENT BENCHMARK DATUM TOP OF 3/8N BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 1 8: FOR NOTES STD. PLAN 104.2 1ZTn DT AM - I OA Q DATE 1 1 CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED PLANT]NGBEDSNNDISTURSED UNDISTURBED TURF(LAWNI AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBED GRASS: SEED OR SOD NATIVE VEGETATION 0" UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL Y :::,�. . y-... OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN)AREAS 3"i' ARBORISTWOOD CHIP MULCH, TT I [L•//��/� •/� jig SEE STD. PLAN 282.60 I Y/ /��// //ii/%4 �. GRASS: SEED OR SOD 0` 3`OF COMPOST INCORPORATED INTO 5' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5' FOR A SETTLED DEPTH OF 6') 1 75' OF COMPOST INCORPORATED INTO i.25' OF SITE SOIL (TOTAL AMENDED DEPTH 1F 9.5', FOR A SETTLED DEPTH OF 6-) 1'v SU8501L SCARIFIED 4' BELOW SUBSOIL SCARIFIED 4' BELOW �� = �;,( COMPOST AMENDED LAYER COMPOST AMENDED LAYER -•4. :I_ (12' BELOW SOIL SURFACE) (12-BELOW SOIL SURFACE) / T 12 OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF I I.AWNI AREAS J" 4' ARBORIST I�// WOOD CHIP % GRASS: SEED OR SOD MULCH. SEE STD. / PLAN 262 80 I - 1 I'- i=1 I- 11- I= I NOTES: 1- AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6"IMPORTED 6"IMPORTED TOPSOIL MIX TOPSOIL MIX GENERAL NOTES: 'COMPACTED (COMPACTED DEPTH) 6, DEPTH) 1 TO MEASURE SETTLED DEPTH, WATER SOIL - SUFFICIENTLY TO FULLY SATURATE WITHOUT rIi CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SUBSOIL IS a" SCARIFIED 6' BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REOUIREDI SCARIFIED 6' TO BE TO 85% OF STANDARD PROCTOR TOPSOIL MIX BELOW IMPORTED -' /.�.! - f TOPSOIL MIX _ d. SEE CONSTRUCTION PLANS FOR SPECIFIC 12 I _ I PROJECT REOUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTFD. DRAWING IS NOT TO SCALF INTS) STD. PLAN - 264.00 WORKS R D URIPUBLIC SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I DEPARTMENT DATE REVISION IT RJUSED EDGE DETAIL 1'. v SIDEWALK lltiEL �•I tn• EJOENTO EWNK TRANSVERSE 1'-V 1'-R 318'(INI PRENOLDED JOINT FILLER 1? (1/4 R I JDNi9 i0 NClUOE RAISED EDGE TYPICAL WHERE APPIJCPBLE _ AND �_ INN RYPI e.�• I 1 171 R FOR Cure DETAILS ElO.- 1. 1JVE SEE ETD PLAN 101 • �.•� • a•. STING AlR0IDW • • _ -� __ Sf• /CRUSHEDROCK- SEE RIVED ________ / 1 & le" OETNL - THE ITYACAL UNDER CW1bEG SURFAONO TOP COIAFE (OST�I UNDER ALL CUFA OPEiI CUTMIN DIODGE WNLEEOMPSS TOE MODIFIED BOCrOR WITH RAISED EDGE fA'OM R. (TYP.) GUTTERASENOWEM A LOOM 1 6 1 FOR CURB DETALS F.LgaOUTTEA TOEr7MOelERp1 SEE STD PLAN 10, alAT01 DOBT1140 ROADWAY CRIKNEO ROCK d1EE. UIHILYETIER IB g1EJ17E11(TYP MR IF • �F T ALL CLlRBa GUTIEAI 1 7-FIMgNEDGMDF I'ONI BELOW P BOP OF CONCRETE SURFACE ADJACENT TO CURB T-0. 11• 0• MN am 1N7'IBRR ITW) -2-� 1 FOR CURB DETAI S SEE STD PLAN 10, 44 ewOCE DR PEDESTRIAN lr ' ^ • RAILING tr'" FOR CURB OLTAILB TO CURBBARRIER-SEE SIDEWALK SEE SM PLAN 101 (aTEEP FILL eLOPEEI CONTRACT PLANS OR TANNER trr INI it orn,I FLUSH / I ,• StDEWAIIE 1JM _ 1? MIR VERTICAL WALL - SEE DETNI •• '� e. eR 0N) PREAgIDED JOLT FILER ADJACENT TO CURB AND RAILING OR WALL {B1I JOINTFILLER FDA SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL Si1EWAlX (6EE NOTE 101 SECTIONS ?TIN) R / (iV'P I FOR culre DETAILS 16%MN •'� SEE CURB DETAIL ED FINISH ORR°MATCH EXISTING d N' "OE. SMOOTH 5' TROWELEDPERIMETER FINISHED GRADE 1'0") P ANTIN TOP U CONCRETE CY SURFACE F011 PIAIliNO - ttI1sH F PAVED 1D• d- 5••d ICI .- CEMENT CONCRETE CUM ADJACENT TO BUFFER STRIP - - -- (CUM Glare GUTTE S d / 17-5 SEESHOW lo" STD PAN 1.1 NOTES 1 � 12-70 tN' 1. FOU. feet of the Mdewek Wx1M Shel / C CONTRACTION JONT S be the mlMlUN Pedeen F % •'7S.• elresMe+eIohrle free .. ,, fro0 of Yertlwl ' N � eoawAl.xFA or 'B .�► ::?� . and horizontal DOBtrUcwns. GnKRF pa, : ►' ADcem Co Wmt, JuIIdIMI Boma. r ul-DEPI71 EXPANSION JOINT IN BOTH Cable Veuae, Pull BDmO and other CLAM AND IEOEWNR1T4i 5T0 •IRK 1011) eppuMnanoee w6Nn the eWewalk ` - 3N' C CONTRACTION JOINT must be Bush with surNlCe, end matct - 91.de Df the eid-k. �- JOINT AND FINISH DETAIL • S .�• 2 M-fithrc Cement Concrete Cult and •� ••� •(a?�'• vew dak IT nwmlfted 4. he new For other referenced NOTES s cmcruaion ot When nepacement was STD PLAN 104.2. neI-EI, s a Monolithic Cement Concrete Curb buhu Per WSDO7 ME FILLER Plan F-30. 101 03 Paved Surfaces must comply WADI STD PLAN 102.1 ea applicable E FULL4')EPTH 3 Concrete m be 4.OW PSI EXPANSION JOINT STD. PLAN - 102 PUBLIC WORKS CEMENT CONCRETE DEPARTMENT SIDEWALK yr'UZIC �` 7 F RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: TJS :45 AI SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O USE ATTACHMENT DETAIL O OR ATTACHMENT DETAIL O O p _TOP OF BARRICADE y Kl J8 D SUPPORT ANGLE ( ® IL 0 0l !o ELEVATION WARNNiG LH3HT ATTACHMENT DETAIL WARNING LIGHT S x 1 111 1 1/2" x 1/8' ATTACHMENT STEEL ANGLE _ TOP OF BARRICADE SEE NOTE 2 SUPPORT ANGLE DRILL TWO 12' DIAM. HOLES THROUGH DRILL THREE BARRICADE SUPPORT ANGLE (1) 31W - 16 x 1 3/4" DIAM. HOLES - - I- STEEL HIX BOLT (1) 3/e - 1e x v (2) 1' FLAT WASHERS STEEL HEX BOLT (2) 1- FLAT WASHERS (1) LOCKWASHER (1) 3M-- le STEEL (1) 31W - 16 STEEL HEX NUT (TYP.) HEX NUT I 1 3W ACX PLYWOOD PANEL -� ATTACHMENT DETAIL O WARNING EIGHT 8' x 2" x 7' X 1/8" TUBULAR SANDBAGS AS REQUIRED ATTACHMENT STEEL WITH PRE -DRILLED TO STABILIZE BASE HOLES - ALL LEGS TOP OF BARRICADE SUPPORT ANGLE i. t I I DRILL TWO 1/2' DIAM. HOLES THROUGH I I pl BARRICADE SUPPORT ANGLE I I I STEEL HEX BOLT O Iv I (2) 1- FLAT WASHERS (1) STEEL HEX NUT ATTACHMENT DETAIL O VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M NOTES 1. All fasteners may be zinc plated, galvanized or stainless steel. All steel angle and tubular steel shall be hot -rolled, high carbon steel, painted or galvanized. 2. Install one lightweight Type A Low -Intensity flashing warning light on the traffic side of the barricade Install two Type A Low -Intensity flashing warning lights per barricade when the barricades are used to close a roadway. Attach the light to the barricade according to the light manufacturer's recommendations or use the details shown on this plan. 3. Stripes on barricade rails shall be altemating orange and white retroreflective stripes (Sloping downward at an angle of 45 degrees in the direction traffic is to pass). C 4. The Type 3 barricade design shown on this plan meets the crash test requirements of NCHRP 350. Alternative designs may be ap- proved if they conform to the NCHRP 350 crash test criteria and the MUTCD. 5. When a sign is mounted on the barricade, it shall be securely bolted to at least two plywood panels The top of the sign shall not be SIDE higher than the top panel of the barricade. TYPE 3 BARRICADE 6. When sandbags are used in freezing weather, Urea fertilizer shall be mixed with the sand in a quantity to prevent the sand from freezing. I STEEL ANGLE I 1 FRONT OF III 11 BARRICADE III h III h B•xyx•1"x1/W II I TUBULAR STEEL ORANGE AND WHITE ill j� REFLECTIVE SHEETING III h A ASTM D4956 - TYPE 3Q ul b (1) 318" - 16 x 3" ANGLE RESTS ON 1 OR 3Y (SEE NOTE 3) II BI STEEL HEX BOLT TOP OF BOLT III h Ill h (2) V FLAT WASHERS 1 1/2" X 1 1/2" X 1/8" DI 4 (1) 3/6' - 16 STEEL HEX NUT STEEL ANGLE h 4' .11 LONG (TYP.) pp= op llesy� 92� a 4 DETAIL 100 ,DB 2533S �O Q•m g ; �Ps CI STBe G�� S/ONAL kg A 1 12' x 1 12' x 7/9' EXPIRES AUGUST 9. 2007 141C STEEL ANGLE 0' LONG (TYP.) TYPE 3 BARRICADE STANDARD PLAN K-80.20-00 S' It 2' x 2' x UB' TUBULAR STEEL SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ISOMETRY VIEW 1m rtVp Kevin J. Dayton 12.20-M STATE DEB ON BIOYIEBI DATE W-KLBIeR Slre 0.pmr-4 of irsrporlrMbrl in . WInJ we e cI-<Y5P1A0 df7EX P117CLJ7Ari O N S k Q- OF W A Syi Al �� L Q � o z 00 4�0 � - ST01 s/DNA L ENG 1/6/26 J I- CWTaGL l DIA - 4 CArVC. 0 II - a I W C: N a coaac rot LEI�dTI /tl > Mp I' s,4ND Q 00 N N .• .; W / .SEGTIGiV � ��o ��-ir�� � r ' ^ L 1 ROTE: Monument Case & Cover � ' V O N C LN 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 00V 00 Y 1976. 2 THE CASTINGS SHALL BE GRAY -IRON CASTINGS ASTM DESIGNATION A-48, CLA55 44. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVEA ARE PLACED 1H CONCRETE PAVEMENT, A CEKNT CONCRETE BASE WILL NOT BE NECESSARY. ADOPTED 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-06.30) FOR Uti C]'I'f OF RENTONADJUSTMENTS TO GRADE. a STANDARD Fi.AAIS LST DATE:1•Fe"s DWt3 NAME: EM44 SP PAGE. H031 R-436032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � tIL N N N O 'O'^^ � J N �J co J C) C) O 1 N re7 HBray 02/05/2026 ' I W00 di CALL BEFORE YOU DIG: 0C14 1-800-424-5555 pC O DATE: Z ® CITY OF ROAD AND DRAINAGE 1/6/2026 Z �°K 00 O RENTON NOTES AND DETAILS PAGE. 50 HARMONYRIDGE DRAWING N0: ` LU Planning/Building/Public Works Dept. ICHIJO USA, CO., LTD SHEET: OF: a ' 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 32 66 = pp