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Home My WebLink About1540.1------------ pEvIU(� 22.43 ov�V. 441*ap PIPE �-IPPo�-T N j w��Nous� c.8. TYPE r 4 E. 23. 6/ li I 3� �u / w•c.. n Le 2� �o 1. ,-+ Zo.o¢ 22.43 I =p Q 1Q I• pP��/�� I.6.--{i�r.�l4 � IN �12�aa'!' G► PV, % �c4�� _- � rev �,�� 1 _ __ i�1,C+-lp _ 1 D� e'J ✓Ol,l D ro�/�� 't�}-�h a 9 S _a dP. eta Zq', °� � A �► '� r • So / � p NP -P;-� 23.38 GoNrlPl (o ��ly G.� 3 7i' o (Exl�'r G, Pam• �� i 'J r, � �_-�1= Z_-- �r CEe T/F / CLj TIOIV l CERT//'Y TO THE C / 7'y OF R EN TO/V T /�4 T r/-/E /NV,,6R T AAP 6&4 7-E ,51-E V4T10A1,S �}N.D /-/d R /ZD /V r4Z L oC4 T/SON OF THE (f4rCI-1 ,3461ti5 ,e Z•9771y,6 % rAIE W,4RE - %VASp/,r r'�O Z 4111,E sv2 ��-v�►�eism,31 OCTOBER 8, f!84- � ,QT/�4L .o�TU/✓1= C / r V 720,V 9,--�/ C/V 1144'eii' NO7ES 5 ys 74FA4 A PPRD.t' /M.4 TZZ Y A 200 .Sl). FT. ' 4)°E.4 OG W,477Efc lc�L d tl�/,S //V TU C4 Tc � B i1-5/N � � �3�//�/G off" T�/,4 �lGv� �� Sy •9�� ,574AF T�i�//�' 01V 7t414' kVe.51- ,E,06E ©4 "' Th�� I�/•4iE'E�DUS� �4 �►l r� t D yvir� 1�YEST 11Vra C4 rC Oq A60^9 > 1000V 4. 2) TYcNgRL2/S 0/c Th5 D�41414GE 4kE4 wIViCy �ZIoWT —Iy7'z CAT NrAR7S o4 T ,47CN C3,4,5iNZ ANO RU/VSTO 7ff� AE,4S % 7s D/�/T •Z ��T IVOk Tip d� 7;Y4!F ,-SO 61r1V .,,E5 T' C:0,eN—/5e OF %.,YE l U.Soe_ l /2 NOTES 1. ALL WORK SHALL CONFORM TO THE STANDARDS & SPECIFICATIONS OF THE CITY OF RENTON. 2. CATCH BASINS SHALL BE APWA TYPE I OR TYPE II AS NOTED ON THE PLANS. 3. STORM PIPE SHALL BE: 12" CMP, 16 GAUGE, HELICAL WITH 2-2/3" x 1/2" CORRUGATIONS. 36" CMP, 16 GAUGE, HELICAL WITH 3" x 1" CORRUGATIONS. IF STEEL PIPE IS USED, IT SHALL RECEIVE APWA TREATMENT #1. 4. ROOF DRAIN PI>E SHALL BE PVC PIPE OR AN APPROVED EQUAL. ROOF DRAINS SHALL BE CONNECTED TO THE DRAINAGE SYSTEM. 5. CURB SHALL BE EXTRUDED CONCRETE CURB. 6. GRADING PLAN SHALL BE DONE BY THE ARCHITECT. 7. THE EXISTING STORM DRAINAGE STRUCTURES ARE FROM RECORD DRAWINGS ONLY. THE CONTRACTION SHALL VERIFY THE LOCATION OF THESE STRUCTURES AND PIPE AND ANY OTHER STRUCTURES AND PIPE THAT MAY EFFECT THIS WORK. 8. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM OF 1.5° OF COVER. IZ II oU1La-'( -____4 �,t of P 5d-I P I-•�%�KI N� LI D II �I. -ra'P om I " & M r � INLET m 16-4�6 18'3`I E.p-rl dU'r OH-70 ✓ C--000, ?17:) . N4 (9 151� , �ml -� - �� 3 0. z 0 0 z Q z 0 z W cr n � o 04 0 O ` ol Ccp t/� J J W C1 W h W Q _ 07 >zi Q A WssT■RR M.G. SVs— E""