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HomeMy WebLinkAbout1664.1/Pf-.POC/TFEX �/lC,S� � I zJ I � - ns } � I S. I� z low., i � Rai _. _._•3 l4� ti ., � f 6 PERT. P/PE !/EiYT C!/rP,B .� zz JJ 27 o ti, a b ` I 0 / h v 4 "oiA r� �Wsro!5 (OVi10 1 D01�1 27 J4 W If'r V. I 'I� F/El0 !G�C�lE 1 L�IE,PG�'lyey or _J5N I •SEE `.31/EET 7 fOiP ,w' �--/Zz ti 9�'D/A. � l9 ot�s �lS �/s c. 72 /7' I 90 ' �.'. N Via, lam / I , T E.YII/9TE/f YG9UlT f/�!!/Ed y `e�.SioEdy4/� fT�! L/OTD©L"fDJU�7ED ov.- JD . era I E,�.' C.,B T.�'P�.II • I I A7- '�'Z?��L. _ I I � GD/Y,rc'�ClG,'E' /D VEEP/FY ZX ,4N,2 IN EZE:! OF GB' i YPEII ,v,P/D/F TC� GDiY�TPI/G71-, fW 1` ,45 �.t/ob''/i aN PL4rV. �I �I > La,,, 11YV fL.EY j Df �i1� CCB. Ty�EI.r f'P/O,� C/Ji1/.ST.E�GICT/D�S� ` e EL. 3�2.✓O' .� � ,�} DRe fIS BUILT Al"ANT19N AND AEU/,S/91M' ,SUB-D/U/.S19N MA/YAGfiLPJr CflffR,4 L IYO TfJ 1. All work j'rwiterials shall be in accordance with City of Renton {APWA- 197 � standards pnd specifI'oations. 2. All looaa long of existln3 utilities sho,,in are approximate and it shall be the regponslbl l ity of the contractor to verify the exact locations to avc,id damoge or disturbance. 3. All inlets aria catch basin frame and grates shall not be adjusted -intli hitmediatc:ly Prior to the pouring of ')ncrete curb3. 4. All &" & 12" storm sewer pipe to be concrete, non -reinforced, ASTM C14 , Class 11, tongue and groove or ball & spigot with belt removed within In- lets catch basins or 16 gage hetica] aluminum corru"J60 rnetal pip* or equiv- alent. 5. All 2" PVC curb drains to be located near the side law corner of each lot to permit future connection of roof draln5, 6. Urainag- s}r,L4ctures not on pub)'c right-of-way shall hiie lock ng lids. 8. �OT� S;�O!'Y//YG ,0�1!�piPY I'YEL L 5��fi� 9.'l/Yh�EiPE//I`' SlYIlOiP d01�,�Z.4T�WzX- / i8'�sWf��v�,���,�.,��oE,��.. II SL. Z.0 % A 01 op L,? 'MIN. COMPT DEPTH, CLASS 'd ' ASPHALTIC CONGRE, I /2 "MIN. COMPT DfPT , CRUYSHED J'URfAC/NG, TO,060ZXSZ �-- 9 %2"MIN. COMPT. DEPTH, CRUS11W .SURfAC/NG, BAJ'E COURSE GRAVEL BASF, CLASS 'D MAY ge ?W V,, PfND/NG SO/L COND/T/ON. �o�YEP.��t'L~ E.i: � .IDE' ��F ��y"T ,�Er� ,9i'yG'A �'T.G.� �,•�/off" �G' T YP/CAL R OA DWA Y MCTION NTs FAR U/Y/Orl/ AVE .s'E. /D. 14/L C�'s pF�/G"�I/Alf�,�5 �Bs �,�/!« TY� T® .4LL 2 Strands #0 6w/Ynnired /f�irC �oP E9�/l�L� L /D, OL YMP/C fOUNORY N0 ,023 'GfP9TE AST /N L/0���77 Off&& &HERE OPENING /S DIRECT- / t �LY OYER LADDER � RMTR/CTOR / IS YISIBLE CJ OIYt ED6f OPr0RATE N O R T H Pigfai/ Pass UN/ T R TOP Of GRATE EL . 37 :88 _with tye CHAIN, MOLB CAPACITY, ti SLACK WHM GATE SL /DE /S DOWN, ANO OYfRfLOW EL . 3�/� •S C A l: F of " ! 4 n ' WELDED TO FRAME WATL'RAWY C-P 24" STA/YOAIW GALY LADDER, ' MIN STEPS (TYPICAL) � 0/STR/dUT/ON GATE �:` • PIPE A IVCHOR w/e GALKif az/Of DE'L (NTs) Insfa// os zhown on Rrofi/e -CAP AMX/ MR. J-6-d64 ��� �>f���T � �iS� ����T✓liril/ /2'C�OSJ � 2 ° g 3 CL fARANCf -- a 6�YOl/T"&Z AiPDU/Yd�Tvi'� - �•-� � �- �. ' TYPE II CATCH BASIN CUT HOLE 3 D/A. IN /2 MUM PLATi t WELD TO CMP CROSS , • NOTE ALL .fr`fL fARTJ AND s/ioFarE-��� ` S4 JURfACfJ' MUJ'T BE 6ALYAN- / �. \ IM0 AND MAM0 WI.AMNAU (TiPfATM5YT ) DA BfTTI=R 'r AS WILT MMG O CATCH aAJ /N N0. �3 L&MMIS/ON Z MG-A4'T INC_ RfSTR ICTOA of TALI ' NO-, I REVISION I DA Q I by / I" 'iie:r W.'Z qftz.':�'z