Loading...
HomeMy WebLinkAboutS-291404I�,X C5 LAJ J_ - Li III L C) z LLj -d c) z waLd Ld Ld cr- L LLB . Ld LJ G3 cr- z Ni (j) (n tild Z � r< z 0 Ln X Q11- I HOUSE POINT A- �lp t oj STA. 4+18.00, 5. R I I.. GRAPHIC SCALE END OF STUB, o i. �0150'207 45.00.` DRi-',7v 1450VENT IN FEET I inch = 20 ft 20.00 28. AP STA. 4+00.00 FIRE LANE PROPER4' LINE STA- J+6453 PORTION OF THE NW 114 OF THE SE 114 OF 17RE Af SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M I i, E ; '29' INGRESSIER SSVH (DROP AIH) - Cfd-5.5 AND 011-1 ;TL-5 CITY OF REN TON, STATE OF'WASHINGTON Lu qASEMENT (AL WEATHER SURF4.CEj' EL - J172.06' L/ 0 T" EL 367.06 8" CONC CCROINC NO-_ [V Ell 367.66' 8" CONC- OUT I IIRE-."- TA �-LR ��IPELANE� I- 4"x2' REDUCER ' t 1 ' PVC ) A-O0 3 INV EL 358.71' -A(PVC) uj 4j �- br INVEL J58.15'± fzc ASPHALT CONTRACTOR TO # VERIFY INVERT EL PRIOR TO COAS77?UC770N 28LF 6"0 PVC 0 l l JIIR =3 a SOl 14'30"W S = 2009 TO REDUCERS D= 7814' 89�64p NOTE ---------- GRA STA,2+55.20 - 5.0 RT VCL 1. RESIDENTIAL AUTOMATIC FIRE SPRINKLER W .2+00 6494 FIRE LANE SYSTEM IS REQUIRED FOR THE PROPOSED STA 1+00 (FIRE LANE = S _pl 74,!JO 5-20IA04 z= 90' 2"0 BEI�D_ SINGLE FAMILY DWELLING IN PARCEL OF w -w- STA 1+89.57 (NE 17th PLACE) ITOIPP �01FIBAANII' ALD At'(pvc) 2. SEPARATE PERMIT FROM RENTON --1 - ----- --- ---- — ------------- r -7– FIRE DEPARTMENT WILL BE REQUIRED ------------ FOR INSTALLATION OF FIRE SPRINKLER CEN7ERUNE CURVE DATA "T R=JJ5.00 COT - WO -AP-STA-2+51.20 FIRELANE) SYSTEM FfN1SqH GRADE FINISH GRADE --E"s L=219.15 SHALL VERY 4" COMPACTED DEPTH OR MATCH Tan=11J.66------- Ol -16–jii ------ J SIZE OF DOMESTIC / FIRE METER WILL TING DEPTH IF GRATER Delta=J728'55' BE DETERMINED BY FIRE SPRINKLER DESIGNER. I + + + + + + + + ++ +++ + ++ + ++ + + + 4. DCVA REQUIRED FOR SPRINKLER 9,TA 7 +31 50, 7. 5' R T + + + + + :+++ +/ rr ---EX SSMH (DROP MH) SYSTEM. PROPOSED STRUCTURAL FILL RIM EL = 360.57' 7 +++++++++++++/, COMPACTED TO 927 OF MAXIMUM INV EL = 353.77' 8"CONC IN + I + ++ - DRY DENSITY PER MODIFIED INV EL 344.57' 8- CONC OUT . . . . + ++ PROCTOR (ASM 15570) + + + + + ++ + rr 26" MIN NO 171 '43 "E +++++ + + + 39 jai JA 36( 35( DATUM ELE V 34000 1r441b wwp -J7 -Jpto + + + + + + 'N J90 r / / + + + + + + + +' + + . PROPOSED 2"0 FORCE MAIN TO EXIS77NG SEWER MH. MAINTAIN PROPOSED O P)'7�5EbDll�' 3' MIN COVER 380 MATERIAL I ". .. /r17'/ , ,7 / , 370 FORCE MAIN TRENCH DETAIL NOT 7-0 SCALE 360 350 H. 7, oy WA JDU CHECKED FOR COMPLIANCE TO CITY STANDARDS 9 NAL Date tO "Z4 01 li�=* W- L/0 oz* POO I I I I I I I I 1? 5, F R 1`3 --4 2LF5 "0 PVC @ STI 2.007 1+29.50 '.0- HI (I-IYL i 6"x4 REDUGER 4"x2" REDUCER (PVC) VC I- 1 -R)tf./7 -b (FVL.) I I MAINTAIN �6 - OF 2170-2 EORCE UZIN-7 0 (PVC) EXIS 77A PROPFIL E V EL 358115'f -T- 4+18, 5.0' RT INV STA EL END FORCEMA IN qRNT PIOIR Y Xl T) y_ VER ; UK I j V CONWRUCRON U EL EL 0' 1 SCALE IfO�RIZ. 1- 0' J2 RT. 1- 10' N cs v N ro n o r< 1r441b wwp -J7 -Jpto + + + + + + 'N J90 r / / + + + + + + + +' + + . PROPOSED 2"0 FORCE MAIN TO EXIS77NG SEWER MH. MAINTAIN PROPOSED O P)'7�5EbDll�' 3' MIN COVER 380 MATERIAL I ". .. /r17'/ , ,7 / , 370 FORCE MAIN TRENCH DETAIL NOT 7-0 SCALE 360 350 H. 7, oy WA JDU CHECKED FOR COMPLIANCE TO CITY STANDARDS 9 NAL Date tO "Z4 01 li�=* W- L/0 oz* POO I I I I I I I I 1? 5, F R 1`3