Loading...
HomeMy WebLinkAboutR-418313M 00 T i0 V n 7 Q J O CHI z_ 0 z Q J I z W W Cc V CY P YlMllp � B9bv YwYw 0Ip 1-800-424-5555 UiF Udwpantl locebn Gallia! mJEFMARwq STAMP NOT VALID LITCHFIELD ENGINEERING 12840 81ST AVENUE NE 4 CIVIL CONSTRUCTION PERMIT APPLICATION FOR NEW OWNER KAL 1-23-21 KAL M•,. AS NOTED °uX1°°' CITY OF rmtv[c Rrwu � r \ I I� I tiA Kirkland Washington 98034 3 CONSTRUCTION PLAN RENSIONSMEW OWNER SUBMITTAL KAL la-2 N KAL omw KAL FO L y TO V Te1I4251821-5038 Fax(425)821-5Ta^T 2 REVISED PER CITY REDLINE COMMENTS KAL III KAL num. KAL f\ 1 CONSTRUCTION PLAN 1ST CITY SUBMITTAL KAL 1-21-19 KAL 2KNECHDATUM " KAL Planning/Building/Public Works Dept. IF NET ONE INCH Copyright © 200o Litchfield Engineering. Inc. All Irl resew. N0. REVISION BY DATE APPR u„ FREE "CC0fl0X"Y LEGEND FOUND CONCRETE MONUMENT d SIGN AS NOTED ON PLANS 0 MAILBOX 0-i UTILITY POLE WITH LUMINARE B WATER METER A FIRE HYDRANT D4 WATER VALVE El CATCH BASIN ® CATCH BASIN TYPE 2 o u c UTILITY BOX AS NOTED ON PLANS WASTEWATER MANHOLE - G - APPROX. GAS LINE LOCATION - W - APPROX. WATER LINE LOCATION -SD- APPROX. STORMWATER LINE LOCATION -SSS—SS- APPROX. WASTEWATER LINE LOCATION - E - APPROX. OVERHEAD UTILITY LINE LOCATION O EXISTING ASPHALT PAVING 0 EXISTING CONCRETE EXISTING GRAVEL PROPOSED STORM DRAIN PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN PROPOSED ASPHALT PAVING ® PROPOSED GRIND & OVERLAY PAYING Q PROPOSED CONCRETE ■ PROPOSED CATCH BASIN OR YARD DRAIN PROPOSED CATCH BASIN TYPE 2 PROPOSED WASTEWATER MANHOLE • PROPOSED CLEANOUT e PROPOSED WATER METER PROPOSED SIGN 00 PROPOSED USPS NDCBU (REM.)TO BE REMOVED (REL.) TO BE RELOCATED MWSEL MAXIMUM WATER SURFACE ELEVATION WQSEL WATER QUALITY WATER SURFACE ELEV. (TYP),TYPTYPICAL P PAVEMENT ELEVATION TO TOP OF CURB ELEVATION G GUTTER ELEVATION C CONCRETE ELEVATION IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 06/25/2021 GREEN'S LANDING SHORT PLAT 5008 NE 2ND STREET KING COUNTY WATER DISTRICT #90 WATER PROFILE (FOR REFERENCE ONLY) 4-23-21 ORFENNA NO 13 Do T Q O T N u M LO O O O O T N Q J R-418311