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HomeMy WebLinkAboutTED4001870.1NOTE: 1) PROVIDE A FLEXIBLE JOINT AT 18" MAXIMUM FROM WALL FOR ALL ENTERING AND EXITING PIPES. 2) ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIAL OR GALVANIZED. COMPLETE CORROSION PROTECTION MUST BE ASSURED. i i EXI6,T MH 0j S,N 0 a00# C4AI W \YVE14,1 TO F RAM E Imo" 24" Hlul I u LET CA4X.&17E TI`PE LIFT GATE © R EQUAL I,E, P-gg? I I.E,=2� U; RODUD, SOLID, SELF LUCK I I -Ili LIP MARKED SrOR K OFFSET SO THAT RESTwic;rUR DEVICE 5 V151 t6LE G 5K--IE OF OP UIU61 4 DIRECTLY OVE R LAPDE R. RIM ELr=V. = i!5-56 28 ,A O OVER FLOW F-LEV = z7 oz N /h !T'LET _ 14 N , �c Nlu - 3�1 LF 12" CI"ih 5=0. t - 1- I _` - % IE= � — $L 8" GMF '�-0� O _ W/ HO SHRINK _ sPEclt\Le> c.I�IP PROFILE -.ALLEY/ STORM SEWER C� (�DUT" --- C Ro% �Y APE Q CULVERTOR EQUAL ( SCALE . 1"=10' HORIZ. , 1"= 5' VERT. Q STAu p C ALv, F EVX I CTa K G. 5, LADDER FLArE ) 0RI FICE ST'E P� (oO" DIAM ETE1= TYPE H MANHOLE -OUTLET CONTROL I �-0 ITT STDKM MH RIrl EL= 27" I E = a 2 EAST S WEST I E= 24J U.CAST z= 0. 00 5O _ a EX1� 8' Exi, 5y 8LF 18"� CMF -7 0,ov5c ;&CL oUTSURFW C �T I NOW = - - Raw - TYPE I 213�3 AIM EL- 27y-- f " 24 PLAN -STORM DRAINAGE SYSTEM REFEIZEUCE EL = 279- ULIT OW T- Or 6061-4 U E \,/AL\/ �� CASE �pQ4 0 v C� EXI5TI i.116'j ICo' ALLEY (A5PHALTIC GOUC► ETE) 3" 4CM P, 5- TYPE I C6- 2 RIM EL= -2-7- 1 IF- � `i 33 L i� C - F �- o` o05-0 C,4 P.2 cps G L EA 0 UT" TO SuR FAC E, OG ._\4� - APPROVED A 0 9F 174— ics �/ S T ss�oWAL.ttolr a I� GENERAL NOTES: 1) ALL WORK AND MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS. 2) SPECIFICATIONS FOR ALL OTHER PIPING, CATCH BASINS AND INSTALLATION AND INSPECTION SHALL MEET THE REQUIREMENTS OF THE CITY OF RENTON. 3) MANHOLE STEPS WHERE REQUIRED SHALL CONFORM WITH APWA SECT. 63. 4) ALL STEEL PARTS AND SURFACES MUST BE GALVANIZED AND COATED WITH ASPHALT TREATMENT 1 OR BETTER. 5) ALL BUILDING DOWNSPOUTS SHALL BE CONNECTED TO STORM DRAINAGE FACILITIES WITH TIGHTLINE. 6) BEDDING TC BE APWA CLASS C. BACKFILL TO BE APWA CLASS B. COMPACTION TO BE IN ACCORDANCE WITH APWA STANDARDS FOR MECHANICAL COMPACTION OF PIPE BACKFILL. 7) CONTROL STRUCTURE TO BE INSPECTED PRIOR TO INSTALLATION. L_EGE0F EXIST- 5POT ELEV ZO F 1015H GRADE E LE/, [70W u s POUT L 0. C LEAW OUT 517 STORM SEwEK 55 5AW I WA r SEWEQ w WAT E K LI U E N ATU RA L 4 A,� L. W� T TE1�PHOLIE LIME UuGEK6RIV, L_E64AL DE52K1F;"FI0I,4 L01' 9 , F.2LL�,-IC Ro , SIl ITH EKS 3Rv ADD ITICN 1"o REFWT014 R�VI�Et� Co- IT&P RH �� �- L5pUILT' r, RE�/1',7ED 2- IL-86 RH MELD CN, W6E�, REVIL,7E7 12- I6-37 R+-I E�4 vFFT7 GORP,EGTIOU5 TITLE H R HARTING. JR. / U Q IT APAKT M EDIT' CONSULTING ENGINEER 7ORD COW97RU6TI04, IWG. 7420 S.116TH ST SEATTLE, WN. 98178 772-4898 DRAWN CHECKED DATE PROJECT SHT