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HomeMy WebLinkAboutR-385610LJ C 9 z O F - 0 D cLn�=q � O IZ lO 0 O n0 O �U d VU Y Y a 2 T END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC. 7-02.3(1)) TNiwMOPL"TIC PIPE 4�� y�o CONCRETE PIPE END SECTION LENGTH SHALL BE AT LEAST SIX TIMES THE DIAMETER OF THE PIPE (SEE WSDOT STD. SPEC. 7-02.3(1 METAL PIIPE NOTE: 1. The culvert ends shall be beveled to match the embankment or ditch slope and shall not be beveled flatter than 4H:1 V. When slopes are between 4H:1 V and 6H:1 V, shape the slope in the vicintiy of the culvert end to ensure that no part of the culvert protrudes more than 4" above the ground line. 2. Field cutting of culvert ends is permitted when approved by the Engineer. All field -cut culvert pipe shall be treated with treatment as shown in the Standard Specifications or General Special Provisions. I.\.,�.. 4" MAX. ............1.. 4` MAX. '`•- 4' MAX. I PUBLIC titiORK� STD. PUN — 221.00 •< • iEVELED E"D SeCT101i1: DEPARTMENT MARCH 2008 PLACEMENT DETAIL MAXIMUM VOID 15 SQ. IN. GRADE 12" —+- 1 ' M I N 6" ----.— 5' CONCRETE SIDEWALK WALL CAP 1.5% SECTION .. .. ,y.• �., 11 2:1 MAXIMUM SLOPE 6" NATIVE MATERIAL (TYP.) PROVIDE DRAINAGE CONTROL i \\/ / AS REQUIRED BY ENGINEER\\ \//\\ MORTAR TOP LAYER 6�, \\\\//�\ �,,� OF ROCK (TYP.) BATTER 1/4:1 UNLESS \/ OTHERWISE SPECIFIED \%\ 4" OR 6" DRAIN PIPE,-1e00000FABRIC AND GRANULAR � • VC AS BACKFILL (SEE SPECS.) PER Gli)(11'ECHNIt'•AL REPORT, MALLS TO SE FOUNDED ON NON—BIODEGRADABLE / STRUCTURAL F'L FILTER FABRIC T 4" OR 6" DRAIN PIPE .NOTE' PERFORATED PVC AS STEEL HANDRAIL REQUIRED WHEN SHOWN ON THE PLANS. ROCK WALL IS OVER 2 FEET IN HEIGHT MEASURED FROM ORIGINAL WALLS NOT TO EXCEED 4' IN HEIGHT. GROUND. ROCK WALL DETAIL 1 NTS CALL TWO BUSINESS DAYS BEFORE YOU DIG 811 16' F 14' i; NOTE 1: T"I�NCH FOR OACK OF MALL Dill UNED WITH • NON-111*EN CONSTRUCTION GEOPT"EXTiIE FOR UNDERGROUND DAA I11AGE, STANDARD SPECIFICATION 9-33.2(1), TABLE 1 -LOW SU AAAA ILITY, TABLE 1 2 -CLASS A. Ici CONC. TRAFFIC CURB AND GUTTER PER WSDOT STD. 8 I�1ND�C. , 1.5' TYP.I , PLAN F-10.16-00. '' S _�- \_ MOM GRADMIG PER ENOMIEER'S ' Y Y REC01rI QATKIIIIS (3:1 MAX. CUT) r. BACK OF WALK DRAIN SEE NOTE 1. i--1' '• 3/4" MASHED ROCK FILTER FAMIC, SEE MOTE 1 6" PEW. Pic END SECTION B STA 11 +68 TO STA 12+18 STA 13+58 TO STA 14+92 L_ 14' 1 . I; CONIC. TRAFFIC CUM AND GUTTER PER WSDOT STD. LAMM. STRIP � � PLAN F-10.16-00. MAIIIIIAES8•-9'I 5' �► ► �►ran MR" GRAD" PER ENaNEER'S - ��- RECOWA NMTOW (3:1 MAX. FILL) 4" CONC. SWENAL K PER CITY DMIG. F007 DR 6" DRIVEWAY E vinAmIcE PER CITY DMI ANG F004.4. -•.� �6-1 TYP. 2" OF CRU94ED SURFACING TOP COURSE (WENAL.K) c 4" OF CRUSHED SUWAC* G TOP COURSE (DOWWAY) END SECTION A GP*# EL. BONAM TO TO BOTTOM OF STA 12+38 TO STA 13+38 SECTION, AS REQUMED0 Iwo I I 10 fe' 1 � S11111111- N#AM 1.1'-1.5' WIDTH VARIES PER PLANS DITCH 1MIOTH VARIES 0 I c*j I ' SEAL. JOINT I , ISE IMTH M40W I SNtaULDER, � .�- 2!�*= 1' MMI. WIDTH 2" CARING OF ROAD AND RQADMIAY CAM SLOPES VARY, 1; 'S• APPROXUATELY 2%. SEE ROADWAY 2 MAY WITH CL 8 ASPHALT PLAN AND PROFILE SWEET. 3" CL 8 ASPHALT (2 LEFTS) - - 3" CRUSHED Sll1F•ACMlG TOP COURSE FLAT BOTTOM DITCH, 2' MADTH TRANSITION GRADE DITCH 6" CIS SUIWAiCMIIG BASE COURSE SECTIONS AS SITE CONDITIONS INTO GFA0EL. BOIIAOMI TO RAISE SUBG1 TO BOTTOM DICTATE M&SMAUSTIC LAND DISTUAOIANCES. OF It MMY SECTION. ASI QtlME"D, T1PP. NAT'IIME SUIW PER GE RECOIrMiiDATIONS AND FIELD TESTING, TYP. Pte. EX. 8" BeWAT. VAT. PROP. 12" STORM EX. 8" 1.0 7.3' 6.0' 2.1' 10.4' SAM. NOITE: acs AND P411IOPOND UTLI TIES R IN THIS CROSS SECTION DETAIL ARE SHOWN IN AN APPIAQIIMiATE HORIZONTAL AND VERTICAL LOCATION. THE LA-M-11"WPIUM 1111 SHALL USE THE -oCALL F�olt � TALBOT ROAD IMPROVEMENTS SECTION DETAIL 2 ©OPTED SURWY CONTRUL TO INSTALL NEW UTILI'T'IES. SECTION C -C NTS LOOKING UPSTATION TO THE NORTH STA 11+45 TO STA 11+68 STA 14+68 TO STA 14+95 T LITTLE ENGINEERING AND MANAGEMENT1 P.O. Box 1547, Burlington, WA 98233 10: (360) 899-5953 0 M:(360) 920-7030 E: 1TUTTLE@TUTTLE-TEAM.COM 5 REVI'StONS PER CITY REWEIN COMMENTS — SEP. 29 2015 TH 9/2015 JRT suRvEYED: AXIS 4 RE1AS10N5 PER CITY IBE1r9EAN COriIiEN"f5 - AUG. 3, 2015 TH 8/2015 JILT DEsrU S. BEIER 3 REVISKM POR CITY KVIEW COMMEIIIIIITS - NOV. 13, 2014 SO 11/2014 JRT 2 TY REVW - OCT. 14, 2014 REiI15.0045 PER CICOMMENTS SO 10/2014 JRT' S. BEIER � ,� PIER Cir Raw Cc .NTs —JULY 29, 2014 Se 8/2014 JRT cl cic�: J. TUTTLE NO. REVISION BY DATE APPR APPIwm: J. TUTTLE SCALE: NO SCALE ONE INCH AT FULL WALE IF NOT ONE 1 ACH SCALE 110001 DOMY SECTION ON THR4 SHM. z CRUSHED A= OR NATW hKTONAIL AS REQU � © z z 1 1 1 7F 0 _ i 0 u _ � - - _ _.._ -i•-p' _. •-_�._��. -i --fir--. Ta-�i� _ ', !. y � �,• •• i fir• •� W J* p i TYPICAL UTILITY PIPE TRENCH DETAIL3 NTS TRENCH NOTE &WAVEL BORROW, PER SECTION 9-03.14, PLACED IN LOOSE UFTS NOT ♦t AND COMPACTIED 70 A 10 MUM OF DEIIIIIIIIIIIII1111TY AT ♦ n I ill s I VAMM ]• ]# r • ♦ ]• THE PEON011190 ! i SM SWAILL NOTIMS]#W. N14TWE WAM AAXA"Pmz by THE 21% MAY BE USED Ilei 04 LIM NOT.i+] Yi AND COMPACTED TO OF i, SEE WIGDOT PLAN B-56-20-00 FOR PPE ZONE BEDDING r 1000111111111FILL MQUIIIIIIIIIEM111119M # :i &IN TRENr► SOFT, YIELDIING] D11EC]•BY 7HE1THE CONIVRACiSMALL • • ONE-FOIOT BELOW 3 i i• " ' i r' TO BOTTOMOF S LA 0-100C i r # ©UNDISTURBED ] f O SUWACE 111111111113TOM71ON 94ALL BE IN•• ♦+ • i •• GENM& i GENERAL NOTES 3 • rSHALL COMMOF #ALL noon r ] r ] 1 • OF T1111111011111CH WIITH THE SUMOUND AM rALL SPOIILS "M 7HE SM. =01111111011111110 TO FOL11.0011ING( ` A. 30 OF C! 0 ASPHALT, PER SECTION 5-" OF THE WIIIIIIDOT PLACED AND TE! TO r• i 6. 3" OF CRUSIM TOP COURSE PER SECTION r • *i ]r TO OF r C. GRAIMIEL BORROW PER SECTION 9-03.149 AS TO INE WNWIM, SECWN, COMPACTED TO 9W OF DMI11Y.PLACEri,. LJM NOTs .r EIGHT. aPIPE BMWAND COV0 MATERIAIL SHIALL BE USED 1111100WILL SHALL BE I] rIN ALLr•.UII 0s CNAIIIIIIIIIIIED r r its ( All #40 t a r WITM FMOF ♦ a# ♦i ti i WTE 4) AW SPECIAIL•• i .M1UST FIRSI BE APVqVMM Vf THE .t sw= msoc Asm&T • • • Kyow i.. OF CSS— AND SAND, APIPILIED WffH HEAT. IDDI ALL OT 1 t FOR QR*AL SHALL BE PROCR USM ASTIA •-1367 TES10G. ASPHALT SMALL BE PWXi 4 iUSING STATE• }r s s iOf SM BE DE16111111MIINED USING; MJCLEAft r • . .# QUARRY SPALL PROTECTION DETAIL 4 NTS r • • r11301111010OLIC C11 0r COMPACTED CRUSHED COMPACTED GRANIEL 1111111LENID ASPH&T FLUSH SU 11FACIING 70P COURSE BORROW, DEPTH PROP. CONC. i IIIIIIALK # APPLJED AT ASKIALT MOM EDGE. Of SMEWIM AS PHALT TRANSITION WALKWAY DETAIL NTS NV �r � 43718 ssjo�rnL � y/y�� IN COMPLIANCE WITH CITY OF RENTON STANDARDS BY: DATE: ? BY: DATE: BY: DATE: BY: DATE: S[�LaGEN 5 LOOT SHOO RT PLAT r► CITY OF TALBOT ROAD MAL RENTON Planning/Building/Public Works Dept.C �) .. r,� . f 4) Too PLAT MPROVEMENT NOTES AND DD ETAU 9/02/2015 C-10 satr- OF - 10 13 .Al NINININJAIA m n M z o G z z C x m Z iT .. I O z M r �y W p m n M 4, rn o TCD z I O O r �y W