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.I 8 e? u .O S r�l if "0 I m .qj I/ 22 0091 Z STORY LI-PLEX FIW. w >1 ,I ,O o 0 -1< 2 r� 12 * A qn' (f26 T 1 v RIM ELEV s 2.2.•37 LIZ; A A �0� /-C-,(,/,. �� "i- �� lerl.- 2-'2TOPY -� FLEX F 10. FLR =Z5 Z?3 w lL Dy I �I ALLE`� EX t7T �TLI02- Iyf 1 'h 2 0\ < - 2 I A I w 2'I o I � , LOT 4 Q Q LOT S � p J � Q � O o a o 4 �I Avg T'I(4NT LI IJE Ki L7= 0.0100 M 11.1 TYPE � ©UTLET' �P R �. I�RAI u 2 2 cOWTROL MMHOL D, 2 �� RIM ELEV= 22,7q p I,E, I U �. �) ouT = I I.E. 10 'Awl = MAO' 00 (`1 zq ' c 2 I LF 811CMP ^� �= 0.0 00 \49 2, 40.0' S, O°- 13'E V, , C/ 2 140.0' S 0'-13' E . . _ . `... • . • ��'� 2`�'12 ��,o EI E T C I NI E L = 2 I , 31 • ,.� ,L I9.O�o 0 ILI 10 W 1 �" WE\J DOMESTIC. 7EXIST CALL. EELEY.= 21,63 WATEK sERVIGE EXIT, I POME�TIC- W L. CROW U = 18.33 (2 aL-I ) WATE R s ERv14,E ESTORM DRAINAGE/GRADIN (SCALE : 1 " = 10') 2� POWER GVEFHCAV o EX I �,T S'' C-M P, SHATTUCK 4,\/E, `p• Ex I ST 48" I) H H I,E, . 1&-7 0 NOTE: 1. PROVIDE A FLEXIBLE JOINT AT 18" MAX. FROM WALL FOR ALL ENTERING AND EXITING PIPES. 2. ALL NON -ALUMINUM PARTS SHALL BE GALVANIZED AND COATED WITH ASPHALT TREATMENT 1 OR BETTER. ALUMINIZED STEEL SHALL NOT BE ALLOWED. COMPLETE CORROSION PROTECTION MUST BE ASSURED.. t 7 200* CHAT U WELD TO FRAME —� 24, milk]. I.E.= Iq .178 GROUT L70LI P W uo�.l-sHRIu� • C�KOUT CASCAP15 TYPr L Ctp�:M OR EQUAL O _1 J ROUND, SOLID, SELFLOCKING LID MARKED STORM. OFFSET SO THAT RESTRICTOR DEVICE IS VISIBLE AT EDGE OF OPENING AND DIRECTLY OVER LADDER. RIM ELEV. �-%cI a ovER Flow ELE.Y= 21.3D Cr LET �PEL,IAL 8"Q) GM P G Rom F3Y CA�IGADE GU L\/ E R T OR EILUAL R ESTRK-TOR PATE OR I F ICE = 1 ?'A " 1 48" DIAMETER 1 TYPE II OUTLET CONTROL MANHOLE ( SCAL. 3/4" lk--FACC: OP E�LV6r. P IJ. G RAVE VAR I FS SEE FLAN FE, FI W FLK, Sw�LE TYPICAL SIDE YARD GRADING -EXIT, ";1IPEWALK -E)<I,j PAKKIII,16 9TKI17 -CgKA`f7 EX15T CUR& GENERAL NOTES 1. ALL WORK AND MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH APWA STANDARD SPECIFICATIONS AND THE CITY OF RENTON STANDARDS. 2. C.M.P (CORRUGATED METAL PIPE) TO BE MINIMUM 16 GA., 2-2/3" X 1/12" CORRUGATED GALVANIZED STEEL OR ALUMINUM PAINTED WITH ZINC CHRO- MATE PAINT PER SECTION 7-02.3(1)82 OF WASHINGTON STATE STANDARD SPECIFICATIONS, LATEST EDITION. 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 TO BE APWA CLASS "F" (5/8" MINUS CRUSHED ROCK). BACKFILL IN THE STREET AND PAVED AREAS TO BE APWA CLASS B. COMPACTION TO BE IN ACCORDANCE WITH APWA STANDARDS FOR MECHANICAL COMPACTION OF PIPE BACKFILL. 7. THE CONTROL STRUCTURE' TO BE INSPECTED PRIOR TO INSTALLATION. 8. AN APPROVED COPY OF THESE PLANS MUST BE ON THE CONSTRUCTION SITE WHENEVER CONSTRUCTION IS IN PROGRESS. LEGAL DESCRIPTION: LOTS 4 AND 5, BLOCK 6, SMITHERS 5TH ADDITION TO RENTON. LEGF-0 R o o' EX I �,T. sFoT ELEV. goo F I W 1' H,H 7 GRADE ELEV, POWO SPOUT C.O, GLEAW OUT yp �ToRm SEW5R - WAT'ER LI UE G TOP of CuR E�l GL (rUTrER / E>OTT� Or CUR E. , 12-8-87 R H �i�`l- PUS L.T " 0 7-13-87 RH EW6, DEFT CORREC-rlcw5 R EY I eA D W PAT 1= RY i TIT I. o,Rg R. H HR HARTING, JR./ SHATTUCK AVENUE a= CONSULTING ENGINEER 4— PLEXES 612 & 614 SHATTACK AVE. S. � i`STtV, �?�7420 S.116TH ST SEATTLE, WN.98178 772-4898 RENTON, WA . DRAWN CHECKED DATE PROJECT SHT. F�H 36-�q c , OF , �a Ny �y �m