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HomeMy WebLinkAboutTED4003230.1 (2)� � w � � 41 m.� C: � ~~� �� �_ E - o �v ' r� L;j E � -m �E E -a ���QK '�cr cc: 0- CD ��T���l�T� ����7 � GRAPHIC ^�~���^�^� 15 30 ` ( IN FEET ) ` Ir Cr L'o � ^ ' w gn VERTICAL DA7.14-II: ORIGINAL BENCHMARK: CITY OF RENTON CONTROL POINT NUMBER 71 H.08,1ZONTAL DATUM: BASED ON CITY OF RENTON CONTROL POINT NUMBE 6-w--TV-111111110�� AIR SHEET C-1.0 CQVER SHEET T4 = TOP OF ASPHALT SHEET C-2.0 GRADING/DRAINAGE PLAN SHEET C-21 GRADING/DRAINAGE PROFILE TC = TOP OF CONCRETE SHEET C-3.0 TESO PLAN SHEET C-4`0 SANITARY SEWER PLAN ELEV= ELEVATION SHEET C-4.1 GRINDER PUMP DETAILS SHEET C-5.0 WATER PLAN |E = INVERT ELEVATION SHEET C-5.1 WATER DETAILS - � SHEET C 8O CONSOLIDATED UTILITY PLAN EX = EXISTING ELEVATION L��_][�� = EXISTING ASPHALT PROJECT INFORMATION:�___�]= F_—1 EXISTING CONCRETE SITE ADDRESS 917 ABERDEEN AVE NE RENTON, WA 88055 APPLICANT/CLIENT/TENANT: MIKE SARvER 817 ABERDEEN AVE LLC 4266 163 RD AVE SE BELLEVUE, WA 98008 (200) 889-9050 SURVEYOR: CONCEPT ENGINEERING, INC. DAV|D WATHEWS, PLS 455 RAINIER BLVD. N. |SSA8UAH' WA 98027 (425) 397-8055 CIVIL ENGINEER: CONCEPT ENGINEERING, INC. BRUCE JOHN30N. PE 455 RAINIER BOULEVARD NORTH |SSAOWAH. WA 98027 (425) 382-8055 GEDTECHN|CAL ENGINEER: TERRA ASSOCIATES INC. 12525 WILLOWS ROAD, SUITE 101 KiRKLAND, WA 98034 ARCHITECT: PAUL BUEMRER 4255 163 RD AVE 8E BELLEVUE, WA 98006 (425) 747-0798 CONCEPT ENGINEERING, INC. 455 Rainier Boulevard North Issaquah, Washington 98027 (425) 392-8055 FAX (425) 392-0108 Copyright r 1899 Concept Engineering, Inc. All rights n,n,r*:d. JOB NO, 25009 = EXISTING LANDSCAPE PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED LANDSCAPE SITE AREA CALCULATIONS TOTAL SITE AREA = 37.617 SF PROPOSED DEVELOPMENT AREA = 22.216 SF PROTECTED NGPE AREA = 15.401 9F PROPOSED IMPERVIOUS AREA 17.880 SF PROPOSED LANDSCAPED AREA 4.356 3F PROPOSED POLLUTION GENERATING IMPERVIOUS SURFACE AREA (PG|S) = 11.102 SF REQUIRED WATER QUALITY SURFACE AREA = 1% OF (pG|S) = 111.02 SF PRO\4DED WATER QUALITY SURFACE AREA = 111.13 SF APPROX. EARTHWORKS: CUT= ±C.Y. FILL = ± C.Y. PARKING ANALYSIS: STANDARD STALLS: (9'x2O') 3 GARAGE (STANDARD) STALLS 8 GARAGE (COMPACT) STALLS 8 TOTAL 19 BUILDING LOT COVERAGE CALCULATIONS TOTAL SITE AREA = 37617 SF TOTAL BU|QL|NG LOT AREA = 6.501 SF BUILDING LOT COVERAGE = 6.561/37.617 X 100=17.4% ALL WORK SHALL COMPLY WITH CITY OF RENTON STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION. Comments: -,�-�0AU A� �NW �~���� `2-�230hz� Dote Date