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HomeMy WebLinkAboutR-430503o Cy O = I 0 w I I � STORM DRAIN CATCH BASIN 7 I a RIM_ 193.42' j L o (N) 12" CPP- 191.22' W (S) 12" CPP- 191.32' 0 S� ��N �0 / R0 \o1016 SEWER MANHOLE Q RIM EL-204.09' O �I E RHr I III I CONSTRUCTION N I I CLEARING L/NITS / I (TYP) Z N W I v I / ADJUST EXISTING TELEPHONE RISER TO FINISH GRADE. CONTRACTOR TO k I I ' ' COORDINATE WITH UTILITY AND OHP 7:7 CITY OF RENTON EE I ONP Q w W e r- I I tip PRE S oN MBE SS E---25.00 �� 1�16 HOLE / CUT AND CAP EXISTING WATER / HIM / L- 19 8. 83' / ��? SERVICE AT MAIN PER CURRENT / I 8" C0' / 191, 63' / PUBLIC WORKS SPECIFICATIONS. /,S) 8" CON�/L.=192.23'/ 25' w o0 25' ' / / FOUND 2" BRASS DISK W/ 0"X" IN CASE DOWN 0.7' I � / (PROJECT BENCHMARK, EL=204.38) MA TCHL/NE12f15 SEER/GHT STORM DRAIN CATCH 2O0.31' (W) 1 7" IP- 14Q Q4' (TO BE REMOVED) ® / OHP SO FAHP \ OHP \OHP \ \ 0 H P OHP OHP \ SD SD \ SD \ SD �S / SS S� sS—I- 1 SS - ss — SS SS— s I N N 1ST ST ■ G G G _G G I G �1EWER MANHOLE EL-20523' rn�F -1')g 43 RELOCATE EX/STING COMMUNICATIONS PEDESTAL. CONTRACTOR TO COORDINATE WITH UTILITY AND CITY OF RENTON c �N P��oR 50 M0oR�3��21 PQN low MA TCHL/NE 12f15 SEE LEFT � A,I \oG \APO �pN SILT FENCING ALONG CLEA3 R/NG L/NITS 3ON�S \ I) 00N P\�G �\ / I l WHERE SHOWN.. PER C.O.R. STD. PLAN GPR p 6 ( — _ _ / / • _ 10� I I 214.00. SEE SHEET C2.31 (TYP) vp� 8f i I 10' DRIVEWAY ESMT I I G 6 1 / 20' INGRESS, BAESS & UTILITIES / FOUND REBAR WITH CAP STAMPED "ABA INC CONSTRUC770N 976( 0.1' N & 0.05' F% OF PROPERTY CORNER X REC NO 4731181 CLEARING LIMITS / / ESM'T PER (R2) I f----- - - - - - - - - °------ T ----------------- G - 214 N i -25.00 — max— x—x­7x—x—x TTLIr nI i \ S LINE O 200" x—x—x—x—x x—x—x—x—x—x—x—x—x—x—x—x x—x—x � x—x—x � ( E L I x MIN W/OTH - i / FOUf�yf� REBAR WITH CAP OVERFLOW HER ' STAMPED OB PRINC OPERTY 0.1' IN IN i A EX/STING GRA VSt / S P () I I / \ 4 BERO�Zjg M DRIVEWAY TO BE / / / i G PNOR J. 1 / ORTHERN BASIN SEDIMENREMOI/ED T TRAP I) L/ � I II MP SED. TRATRAP P EL.= 211.00 NpgOxI RD.E.=6.EX/STING DRIVEWA Y IR IBOTTOM 032 3.1 J. TOP OF WEIR EL. = 210. 00 TO BE REMOVED z I I I I \ 3.1 / TOP OF WEIR SURFACE AREA AT TOP OF WEIR= 494 SF W I I L0� 0 LPOF I I I \ SEDIMENT TRAP I PER C. 0. R. STD. II E P M P PRONoPL o AN 211.00. SEC SHEET C2.31 (TYP)I G 0 �G�0 ,\ , \A 6� / I BOTTOM OF 1 PSN\ N Q\ \ ?G- 10C/ \ II I I I 60" SEDIMENT TRAP / I o s G� �01 3, N 00� I 90c EX/STING WATER METER N N 056 I \ TO BE REMOVED AND 95 / PQ� OGco I SEp � �3A I I I SAL VAGED BY CITY (TYP) / �� � RGE� I I PP a157ING STRUCTURE I EXISTING TREE TL CBE REMOVED \ I I TO BE REMOVED \ \ / EXISTING WALL (TYP) x --------------------------------------- 'SO TO BIE REMOVED is c ------------------- EXISTING STREET SIGN \ -------------------- I� x \ TO BE RELOCATED \ } X \ �f � o" � � -� 4B---------- -- EX/ST/NG CONCRETE 1 POLE SHALL BE REMOVED I ! l —k \ 6„ WALKWAYS / 1s"C x 14� AND SERVICES ON THE SOUTH, \ " A_ f\ TO BE REMOVED NORTH AND WEST SHALL BE — l I l 24 c x UNDERGROUNOED UP TO?HE \ +� x fec / f NEXT POLE. 4ec / ec 20"c \ / / x 14" I } 24" CONSTRUCTION ENTRANCE PER S \ l � 7" 1 " PLAN C. 0..R 215.10 SEE SHEE/C2.31. 24" / 44 c tJ�O 0 oHP oHP ` ' - 1 4 off P \ �/ / i EXISTING STRUCTURE / 36" OF �2� p32 " i TO BE REMOVED {-- SS �� 21' OHP — p \2J6 12" \ �`'`� \ 11" ( � 28-c L � P 12" ( 3 20" \ \�,�lf `� J 12" Io 0 0 0 7" \ N (. 12" 0 6" V, \ ��..11 " 36"C 9\ 28 C 28 C I c 10" `r c 10" 12" 12" 12" 6 —_k 12"C 24"C \ I I \ — — _ 70c " 32c 0 7" I I 0 �# fe c \ • 1 � 16" 14" 32" 36�18"C �7C 52� � c � X � x \ \ 4ec 12" �21 c c \ 22 C 24 c 12 l28"C OP�'II 8" 7" 6" v 40C \ 8C '�" � 7" I 1 \ \ \ 0 \ 0 1x2 c s"c \ � 1a 16 25,00L \ \ _ \ � c - — — — — — — — — — — 7 C 42"C I cJ l / EXSTING TREE d \ — — — — __ N LINE OF THE S 200' X — — —x --x ems- - - _______ TO BE RETAINED >- / 48 C (TYP) CA TCH BASIN F/L TER PER ti � '2" NOTES- 1. ADDITIONAL EROSION CONTROL MEASURE MA Y BE REOU/RED BY ON -SITE INSPECTOR. 2. A SEPARATE BUILDING PERM/T IS REOU/RED FOR DEMOL/T/ON OF THE EX/STING HOUSE. N SCALE: 1" = 20' 0 10 20 40 LEGEND CLEARING LIMITS LINE CLEARING LIMITS LINE —x—x—x— S/LT FENCE FINISH GRADE CONTOUR MA✓R FINISH GRADE CONTOUR M/NR — EX/STING GRADE CONTOUR MA✓R — — — — EX/STING GRADE CONTOUR M/NR INLET PROTECTION —� INTERCEPTOR SWALE ROCK CHECK DAM NOTE LJ / � \ C.O.R. STD. PLAN 216.30 1. ALL EX/STING STRUCTURES ONSITE TO BE REMOVED \ \ SEE SHEET C2.32 (TYP) F FOUND REBAR WITH CAP S/L T FENCE PLACED UNLESS 0THERW/SE NOTED. S N STAMPED "ABA INC 9760" \ TREE \ FOUND REBAR WITH C�P STAMPED P o�N ROEp ° AROUND /NF/LTRAT/ON \ 0.05' N OF PROPERTY CORNER 3 " OR/PLINE 2 ADD/TIONAL EROS/ON CONTROL MEASURE M/GHT BE "ABA INC 9760" \ G DRYWELLS TO PROTECT \ REQU/RED BY ON -SITE INSPECTOR. o ` INROPER Y CORNER 05 <y OF G N\�G-�00 �\S\U`" \ AGAINST COMPACTION \ \ � 2 (TYP) N I \\ \ N�P�OE AND SILTATION (TYP) \ w 8 $ PROJECT NO. 2008 %K w o I EXISTING STOP SIGN \ \ \ N TO BE RELOCATED \ 0 10" a . N I r w t•f� J 30N� ti`�pF ►✓A°syfMOd CIVIL ENGINEERING z \ �� PRp325o TREE PROTECTION FENCING; SEE2 91 �:ti (� Z;LANDSCAPE ARCHITECTURE DETAIL ON SHEET 2.31 (TYP) 9 93 PLANNING 25' 25' I I \ P(NER PPS 12 92 41843 % DESIGN SURVEYING 9-6 _ I 10" ssr N� 97 / ANAL 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.787794 V \ 95 o4/o2rz5 � 25.00 X X X X � I \ - 98 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N I � \ - S LINE OF THEN 80' O o X � DEVELOPMENT ENGINEERING � FOUND REBAR WITH CAP OHP , \ pP 51 STAMPED "ABA INC 9760" HHuynh 04/17/2025 \A\N�032 7-ELEVEN 0.05' N OF PROPERTY CORNER g0RG03A2 APN 3342103248 PPN OO R-430503 SURVEYED: OTHERS SCALE: vERnCAL: NAw 1988 HORIZONTAL• NAD 1983/1991 DATUM � CITY 0 F P `R RENTON ' Planning/Building/Public Works Dept. JONES RENTON SHORT PLA T 3102PARKA VEN, RENTON, WA 98056 EROSION CONTROL PLAN DATE: �u O \l DESIGNED: FLAWO BA/NOTT/ FIELDBOOK: PAGE DRAWN: CHUCK FEML/NG ONE INCH DRAWING NO: C2.01 CHECKED: M/CHAFE MOODY AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: M/CHAEL MOODY SHEET: Jr OF, 34