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HomeMy WebLinkAboutTED4001793.1t b 1C TEMPOKitR-d SILT pg ►, ; ,4S c �5 ia5 X /D'UT/L /TY E6MT. X 4.8°0 ,� 25 ►4f° iicA'S, REc?'o x2Sl. 25' `x �x ,AX4 ,r I E1 ` P N Tt . 11 HV W ,I`F i /2 "570 ��Xi�rinlU s ,eM c.a., 45 = 10 " i✓ ouT ILMj�ir Ltlt ( G>it i 1 k1�G{� I�AY AALE`.� A5 I2r�czLllpC�r� I AS IzEQ'r� I � / ,q IIAS CONsTRUGTton( PIZoCaK�SSES �hlf� SEAsonc�L co,,lr�l-rio��s Il�p tc-4T e, _ ---- - � -- 51L-T/kTtON� Co14_rfR0L_ Cor-tPL.FTe- SILTATcO>J CON iP-OL. Tt(�42F�D(Z� DIDtZIN U TN"� GorJKS� COhISTtZI�LTrOt.I IT OF Tt fE cow4TtZ4GTo(_ 1 o iEDDrZr-_,�,S An(\( Mew Curl f�OrJs `f t Fri MAY 13 E Cf e-A T i_; q OY H16 To P;zo,1) urz Tem pvrzArz'( c, l L`rA-Tit Ohf Cot-(T( oL AS F GI IZ -- \I �""EXTRUDE'D CURB 2"cZ.-'23 1-7c orw'r. �CD.tl�'ACT�D ,SUBG,/z�0�" TYPICAL PAVEMENT SECTION _ N.T.S, WESTERN IMAGE SYSTE! 0 3 S/ VICINITY MAP Nrs. rxNSry TvP = I�o.o �XISTI P►(a G•l3, CAScA (21E FLAP CRATE. oa. Af'PFIJk t;� �u RL _ 12'��Mp kXISTL� , 12" I I IN, oU'f 14 AS '*J3LIK T /3 • �5 r �/ N l Sy E'L� �f.� T/ Dl� I 9 DFa Gi G mow:'. D1M� rV3 /©n/ 6 - 5�G Ti ofy � -,�} _ �i FIRE )yD• ReLcjutri,w- N erE - 1zE8 /,a/zy/05 NOTES 1. ALL WORK SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON OR APPLICABLE APWA SPECIFICATIONS. 2. CATCH BASINS SHALL BE APWA TYPE- 1 OR AS NOTED ON THE PLANS. 3. STORM PIPE SHALL BE STBFL f'tP5, , (GA!-VINIZED) 1211 CMP, 16 GAUGE, HELICAL WITH 2 2/3" X 1/2" CORRUGATIONS. 6, A4 CMP, 16 GAUGE, HELICAL WITH 2 2/ 311 X 1/211 CORRUGATIONS. 7111 X 47" CMP PIPE —ARCH, 0.138 GAUGE, HELICAL WITH 2 2/3t1 X 1/2t1 CORRUGATIONS. STEEL PIPE SHALL RECEIVE APWA TREATMENT #1. 4. ALL ROOF DRAINS MUST BE CONNECTED TO THE DRAINAGE SYSTEM. 5. ALL ELEVATIONS SHOWN ARE TOP OF FINISH PAVEMENT. 6. ELEVATION DATUM, PER TOPOGRAPHIC SURVEY BY HARSTAD SURVEYING. 7. COMMERCIAL DRIVEIJAY ,SECTIONS AND FRONTING CURB TO BE 10" THICK CONCRETE P R CITY STANDARDS. 8. CURB SHALL BE EXTRUDED CONCRETE CURB. o mp i�2 TEit/ T� fi�is:�E Z¢•c�f� IFZ I in► . _ CM/' /E_ /Z. 4,S c,%.f — _..PIPE �uf'f�ClcT �LE�9i(/-DUT � RESTRICTOR C.B. TYPE 1I-54 ' /U.r6. CATCH BASIN DATA C. f I-- S "0 CdV'E,e = /5.75 iE. _ �7 3 / C..B. *3 TrPF Td 54- "�O G ovEQ _ /0- 70 2. 70 6.6. # TYPE I .G = /¢. (v0 /.E. = 8. &0 C5 I/-Ca*5 TYPE-E 45. - !0.4'? a-- D KENO RENTON WA. GRADING, PAVING, STORM DRAIN & ToE.S.C.P. F, G, I PLANNED MAR 2 8 2 O RECOMMENDED cr P APPROVAL 1.2a DATE' l'7el, 3 10 h; u /� DAVID EVAn3 Any ASSOCIATES, inc. - .— 1 OF TWO `n/p�� � O 301 116TH "rkK SE BELLEVUE, U1R3Hf1GTOO 98Ch�4 206 465 3571 V' � e Rr�ISED i25.85 l ra