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R-418306
CIO PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT 75' VC 135P VC CC K=25.86 K=25.71 PVI-9+30.00 PVT-8+15.00 _ 3 A PM EL=409EC' PM EL=416.28 QPROPOSEo ne'Hn GRAVE u�i,. - w 9` .� n.N 420 .Q EAR D.F w L^R m'a C . APPROXIMATE '^. IXISPNG (APDE mom AT CENOTUNE -o.so% s + S m+ II E O Y CIw kx.1z'sTaw DRa .d8 0 o �', III ____ _______________ ___ ___ ___ ___ ___ _ -_ _-. m c _ _ __ t_________ _ J .�� z ____I �___ unUTY x-Ixc n em ./s.Ts� _ _ ____—____ _______ _ ---'� E%B'W APPRO%. IE:413.1 . 6'SS TOP PIPE:40I a �_ . ..Ta _ . EF 410 ~ 12' STCRW OWN ------ - _ - _ ------------------------- _______ ------ --- _, _ ___- UTUW x-ING HI) --- ___ -�- __ 12"SD Ill b'SS TOP HPE:416,Di /R ______ UTILITY x-ING 12'SD IEM0&2 z - I 6°SS TOP PIPE W2.4 W ANED (RAZE Z - SD 200.00, 20400 PT 9t5020 AM' OFF UP 06NW � - I - ' C R SD 20100, 20A00 , z "B 3 ME 1 3612" TV 6334, OL GRATE 14.92R w'unry A j I[ 404,9JTUGHo E%$ SAGGIR0 �� TOP 41608 400 Q R M 20000, 204. - -' IF M87 17 J °off z4os5a� Ad - (q IF 4024812' _ _ - W_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W HOQUTAM AVE. NE PUBLIC ROAD PROFILE SCALE: 1"=20' HOPE ' 1'-'5VERT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 390 10 0o s+oo 8+00 JOO 6+50 O On On NO On HC Ed a + ? m I m nN . nEd PkOP03Eo NOR I: ORANGE 0 t - 6 0 EXISTING GRAVE 3 AT CENTERLINE . . . s 5Aoa It p ZO¢_ OWING READ M WM F�MLE DRPINN�G FLLIN 5 T'i% i FROM N NEW ROAD & STAN MAN OUTALL AAEA y-39% rc 931E 1Y I CPO`£ _ - - PR Og CONDITION: PIPE SHALL BE DUCTILE IRON DUE TO / LIMITED COVER IN THIS •-ry, tvm'•�' AREA. R PRI D TO VA SEE N /WA vnu SHE _-BL-_ ITSL ! O L.72 =.2% 1Y 44BF IYPPP o5=O52S. _______� p' �� E LB S_ SD c� _O _ _ - _ _ _ . mul PVC 2BIF IY _ _ - - - - _ - - - - RESTBI IN VAULT 7ID MEuL [B A T1PET . .. I W VAN A________ OR W NWO, 204.E0 CONDITION: PIPETYPE IE 388.49 EX, RE UP . . 4y s WTW6wW DA6p Ii,EN'. raw DIWDIW 1-800-424-5555 UiA Udwpantl La4xWun C.a4WaF mARAbI,CILWA) STAMP NOT VALID 6'SS TOP Al PROPOSED PRIVATE DETENTION VAULT SEE SHEET T IF R ME I STRUCTURAL PUNS BY OTHERS LPOROUS ASPHALT SECTION PER TABLE ABOVE c TRACT A IMPROVEMENT SECTION - N.i.9. PORWS PAVEMENT ONSITE PRIVATE ACCESS LOOKING EAST � n ' .I . ONE- WAT" If ME1. A _ 50 MHA 201.00 UPT'2608' OFF RP ME AT Ei0a9xi 2' SO 9000 I 6.so%aR RP w II II II II' I.I . . . . . . . . . . _ II II I I ' II I. . U-1 FIR. SS )E AT A STRUCTURE NE 2ND ST. PUBLIC ROAD PROFILE THE ENTIRE LENGTH SCALE: 1•=20'HORIZ. PIPE CAN BE , URGED TO DUCTILE CB 48• DIA. ME 2 1'- 5' VERT N FROM THE VAULT.4wVANMAX -In Inn Nn WE III 'FALL. I I1 1843938, CL CRAT. MAIL 0 18 POO 19 POO 204-00 20+50 e FOUND CONCRETE MONUMENT O WASTEWATER MANHOLE PROPOSED WATER MAIN (REM.)TO BE REMOVED E SIGN AS NOTED ON PLANS - G - APPROX. GAS LINE LOCATION PROPOSED ASPHALT PAVING (REL.) TO BE RELOCATED B MAILBOX - W - APPROX. WATER LINE LOCATION ® PROPOSED GRIND & OVERLAY PAVING MWSEL MAXIMUM WATER SURFACE ELEVATION 0-9UTILITY POLE WITH LUMINARE -SD_ APPROX. STORMWATER LINE LOCATION 0 PROPOSED CONCRETE WOSEL WATER QUALITY WATER SURFACE ELEV. 0 WATER METER -SSS-SS- APPROX. WASTEWATER LINE LOCATION IN PROPOSED CATCH BASIN OR YARD DRAIN (TYP),TYPTYPICAL FIRE HYDRANT - E - APPROX. OVERHEAD UTILITY LINE LOCATION PROPOSED CATCH BASIN TYPE 2 P PAVEMENT ELEVATION A A WATER VALVE 0 EXISTING ASPHALT PAVING PROPOSED WASTEWATER MANHOLE TC TOP OF CURB ELEVATION ® CATCH BASIN 0 EXISTING CONCRETE • PROPOSED CLEANOUT G GUTTER ELEVATION U ® EXISTING GRAVEL 0 PROPOSED WATER METER C CONCRETE ELEVATION CATCH BASIN TYPE 2 — PROPOSED STORM DRAIN PROPOSED SIGN 0o c UTILITY BOX AS NOTED ON PLANS v LITCHFIELD ENGINEERING —PROPOSED SANITARY SEWER MAIN pp PRoaasso uses Noc6u CITY C T 171FT1 COME NEXTEPI, PANIC Im All 0 "'STAVE LUE NE FN CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL @ AS NOTED D 1ea ' O /l/X/E/�rllE/ IJI' r I� T I� tit irkland Washington 98034 CONSTRUCTION PLAN REVISIONS/NEW OWNER SUBMITTAL KAL 10-28-M KAL omw KAL ; FO L y O V 21-5038 Fax(425)821-5Ta^T REMSED PER CITY REDLINE COMMENTS KAL 6-20.19 KAL naex KAL I HN f\ CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 3-21-19 KAL N MEN DATUM " KAL IF NET ONE INCH Planning/Building/Public Works Dept. Copyright © 2000 Litchfield Engineering. Inc. All Agnes resew. REVISION BY DATE APPR g"E A0°°fl%1°" VAI i-m m ZIP, m 3 p 3 DEDICATED TO CITY w DEDICATED TOEX. 30' EASEMENT 30' R/W RENTON CITY OF 1o, 10.5' 5' 1 16' 181f LANDSCAPE S/W 4•t BUFFER 10' 0.5' VARIES LANDSCAPE 2" GRIND & OVERLAY 4:1 MAX, TYP. STRIP PER ED CDR I10.2 (1ST 3' B/W) SEE DETAIL SHEET 9 MIN. & PL 4 SAWCUi IN EX. PALED ROAD CEMENT CONCRETE SIDEWALK PER SD CDR 102. 4" HMA OR ACE CIE. B OVER 6" CRUSHED ROCK :R PAVNG 0 MATCH EXIS NG THICKNESS IF GREATER PER SO COR 103 SHEET 8 CEMENT CONCRETE TRAFFIC CURB & GUTTER SO COP 101 A 09MM AVE. NE IMPROVEMENT SECTION N.T.S. RESIDENTIAL LOCAL STREET LOOKING NORTH N ' 'PVI'EL-416:66 E HP=29+W77 HE EL=416.47 S m � ¢m K i and ...;.. -4.00 ' w -1.5000• 410 1 111 .nor �' oI.. ..—.___ I . 4W TRACT A PRIVATE ACCESS ROAD PROFILE .. SCALE: 1"=20: HOPE 1"- 5' VERT. EX. POWER EASEMENT AFN: 8202030630 w EX. TELEPHONE EASEMENT 32' R/W 1 30' 41 MAX, IYP. STRIP (IST 3' B/W) A,PV, n I\ 00 III O N M L!7 O O O O T N Q J a saw EX. PAVED ROAD CEMENT CONCRETE SIDEWALK PER SD COR 102. 4° HMA OR ACC CL. B OVER 6' CRUSHED ROCK ING PAVING 0 MATCH EXIS THICKNESS IF GREATER PER SD COR 103 SHEET 8 CEMENT CONCRETE TRAFFIC CURB & GUTTER 101 SD COR B NE MD ST. IMPROVEMENT SECTION - N.T.S. RESIDENTIAL LOCAL STREET LOOKING EAST IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING msippo 06/25/2021 O (D Z Ei Z J wrz4-23-21 GREEN'S LANDING SHORT PLAT U) 5008 NE 2ND STREET "- - Z W �6 STREET PROFILES w SHEEN OF16 (D R-418306