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R-418302
n 7 e Q g __ ILIII BECLAN (AKA e$ss BECLAN PLACE) e =� S�WW§ VOL. 262, PG. 43-45 $� 5.18 O \ \ W u 34 E APN #0642150180 w�xCz —El _ NH Vd Z C)6+00 Q� Z W v /' \ 5a �'ne_c'66'b6' �eWWW PORTION OF NE 1/4 OF SECTION 15, TOWNSHIP 23N, RANGE 5E, WM GREEN'S LANDING SHORT PLAT I 17 APN #0642150170n. I I 16 0 APN #06421501609 TR. A APN #0642150310 II s mill „ea a ww q - as' C I MIS - �sw P I i / I ! 1 \ \ 4 \ 67 x H, V A ) A 72 � 73 E(�) (\Av / EXAcu/ERDEIX )\ REM) / Al i 1= — e�r�PN T. HOUSE ) X / EXIST. HousE I 1 s3 / a TO BE REMOVED FF = 414.9' I _� 52 MOMC.- ALL EXISTING STRUCTURES, (flE11.) WALLS, CONCRETE, ASPHALT, I TREES TO BE / ZE OR AND INTERNAL I REMOVED ARFj FENCES TO BE DEMOLISHED ( MARKED WIJAI AN AND REMOVED TO AN ..x.. (TYPY Ir APPROVED LOCATION. ) u a EXWALL L _ _ 7 \ \( AEX.CONC.(PE-) � J r E(fl4.L `) �t K - 50 U F j // SOIL AMENDMENT REQUIRE SEE NOTES SHEEV9 29 FLOW / O / 41RECTION. / 7 L / TYP / / _ / INTER EPTOR DITCH E CATCH BASIN �\ a I (OEM) CHECK CAM (TYP) \T=__�\_ TfIEES TO BE RETAINED 30 ® CATCH BASIN TYPE 2 i / L, HHHALL BE PROTECTED BY // // 33 - 4 oo c UTILITY BOX AS NOTED ON PLANS T�Mo 16 \ - -rREE PROTECTION / 31 O WASTEWATER MANHOLE \(Y� FENCING (TYR) / - G - APPROX. GAS LINE LOCATION ( �( x' / /0 27 - W - APPROX. WATER LINE LOCATION gyp( - -412 5 \ X23 _SD- APPROX STORMWATER LINE LOCATION �II �� 1 / �V) LEGEND = EXISTING PAVED DRIVEWAY TO BE U' ^I FOR ACCESS DURING CONSTRUCTION. LIMITS OF CLEARING �mee (n o w S XWNC REM 0M e : S e� E(M.SHE6 /TTEMP U a 0D� LMM) J STOCKPILE AREA. — 8a �OCOVER I / N1\WITHIN 24 HOURS O ¢ 13 / PP&DE TREE I ( ) THE EXISTING PARKING AREA ON THE PROJECT PROTECTION FOR TREES I F%CAfRORI F SITE SHALL BE USED FOR CONSTRUCTION WORKERS, IMMEDIATELY ADJACENT ) (REM.) TO WORK AREA, TIYP. EQUIPMENT, Ad MATERIALS STORAGE. TE STOCKPILE STAREA COVER 6 • FOUND CONCRETE MONUMENT / \ WITHIN 24/ E SIGN AS NOTED ON PLANS / _ j �� ST 5 x wv/ II MAILBOX 0-91JTILITY POLE WITH LUMINARE ) O4 -a14-- M WATER METER / A FIRE HYDRANT `\ I - —/ — - \ M WATER VALVE /E%SHD) QUARRY SPALL ;SS -SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION O EXISTING ASPHALT PAVING — Q EXISTING CONCRETE 6L:v'.Et] EXISTING GRAVEL — PROPOSED STORM DRAIN — PROPOSED SANITARY SEWER MAIN o PROPOSED WATER MAIN OD o PROPOSED ASPHALT PAVING 0 ® PROPOSED GRIND & OVERLAY PAVING PROPOSED CONCRETE z ■ PROPOSED CATCH BASIN OR YARD DRAIN ¢ ® PROPOSED CATCH BASIN TYPE 2 • PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT 0 PROPOSED WATER METER nr PROPOSED SIGN 00 PROPOSED USES NDCBU (REM.)TO BE REMOVED III TO BE RELOCATED MWSELMA%IMUM WATER SURFACE ELEVATION WOSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION CY P YA•rN10 D•Y• BMx� Yw DH 1-800-424-5555 UiF MItl+V aF� Locebn CaM mJ4TMARNN STAMP NOT VALID / Iv d/I7 SILT FENCE I / It� Lki __ 2 J y 1§J �y I��i21 /'18 1 19 �/`,'V Ra �����-� // / BERM EIEV.:406.0 LITCHFIELD ENGINEERING TE 7ti12840it BIST AVENUE NE 4 tit Kirkland Washington 98p34 3 Te1HM S21-5038 Fax (42 )821-5739 2 1 Copy19at © 2000 Litchfield Engineering. Inc. All TIME reserved N0. / / 05 ) �i�26 \ 'M FEICIFNO CONSTRILI&E610RING PER AON OV-R. e ON —' LOT 3 ` OSHA & GEOTECHNICAL DESIGN OUTLET ARM p1523059218 REp'i5. ALONG VAULT, UNLESS ELEV.: 4055 A WRITTEN AGREEMENT IS ARMOR WITH 6' OBTAINED FROM ADJACENT DEEP QUARRY LANDOWNER FOR GRADING SPALLS EXCAVATE TEMPORARY SEDIMENT CONSTRUCT TRAP PER WSDOE. 4' WIDE BERM TOP STRAW WATTLES 4g / ELEV.:406.0 SEDIMENT TRAP SIZING: SA=/0.000.00096 = OF2x(O.372 CFS)REQUIRED SA=2x 2/0.0 0 7S OF REQUIRED / RELOCATE SEDIMENT TRAP TO CONSTRUCT WENAULT. UPON COMPLETION OF VAULT, VAULT TO BE USED FOR Ih TEMP. SEDIMENT TRAP. CONTRACTOR TO CLEAN VAULT OF =' ALL MUD & DEBRIS PRIOR TO PERMANENT SERVICE. SEE LANDSCAPE PLAN & TREE RETENTION & aw REPLACEMENT PLAN SHEET L-1, L-2 & L-3 FOR / ADDITIONAL INFORMATION NOT SHOWN HEREON Cr w 0 04 .7011 S9R II aaa �aeaag A a —T SIGN m �qe R 008 m&� -r VJ an H>- n 00W z W a Ooo O .I"m ,a_0 N 0� W UEd oCL Z CONTRACTOR TO REMOVE A PORTION OF THE SILT FENCE TO FACILITATE VAULT CONSTRUCTION Tm W CIAL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 4-23-21 KAL 1 @ M•,. AS NOTED eirmmw WD 1°MX1°°' CITYOF KAL CONSTRUCTION PLAN EERSI COMMENTS W OWNER SUBMITTAL KAL 19-28-M KAL � FO E N TO N REVISED PER Cltt REDLINE COMMENTS KAL 6-20.19 KAL wuex KAL I W• H\ L V V CONSTRUCTOR PLAN 1ST CITY SUBMITTAL KAL 1-T-19 KAL N DATUM `" KAL Planning/Building/Public Works Dept. IF NET ONE INCH REVISION BY DATE APPR •^^�`�., g"E "C0fl0XELY 00 CD C7 N 7 M EO O O C) GRAPHIC SCALE O 20 0 10 20 C\1 SCALE IN FEET Q 1•=20 J 17+60 MATCH LIE SEE LOWER LEFT am / `+ O M <' I / Hill w a�m /ar = 5 I '9I I 8 m Ln a D o I E $ NIT OED O OJ --N n el -w O O J U O H Z o a s W O d a� Y1 I s� k AXe� I W ��8868 22 e g^ N COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING O msippo 06/25/2021 CJ Z 0 Z CIFIEQ J GREEN'S LANDING SHORT PLAT 4-23-21 U) 5008 NE 2ND STREET "- _ Z W ONFIN H0 2 CLEARING & CONSTRUCTION EROSION L LI CONTROL PLAN w °r16 R-418302