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HomeMy WebLinkAboutS-425402A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON It Ln N LLI 1— z LLU 75 LLI O r n 2 0 z a z O 0 0 a z 0 J_ ZD m a 0 a LJ J L, MH2566, SSMH TYPE 1-48" N: 174,211.49 E:1,295,561.78 RIM: 24.42 INVERTS NOT FIELD VERIFIED 116LF-12" CONIC (MH2565 TO MH2566) / SLOPE NOT FIELD VERFIED a ASSUME 0.25% POINT OF CONNECTION TO 12" CONIC SS MAIN N:174,162.74 E:1,295,567.67 I E: f 7.55 12" IE: 7.80 6" 9LF-6" PVC SDR35 @ ±90% (SLOPE SHALL VARY BASED ON EXISTING INVERT ELEVATION OF CONCRETE PIPE AT POINT OF can CONNECTION) o 45' VERT. BEND N:174,163.76 E:1,295,576.14 IE:15.62 6" 48LF-6" PVC SDR35 ® 2.00%� (SSCO-01 TO 45° VERT. BEND) o I MH2565, SSMH TYPE 1-48" N:174,096.24 E:1,295,575.70 FIELD VERIFIED RIM:9.40 IE:8.07 12" E (IN) IE:7.72 12" N (OUT) oN V)U) o o ' ' o _ A - _ 26 ' S— A- I I I I I I --25-/ U7" MAPLE ' I I " MAPLE O 1E ° a (5 MAPLE � 34 23� i 23.7 k D 25 3 _ °. —Opp 23.4 —24 I I 6" MA E \CSe I I�'�1J�1 !J11'A 24_ ti4. _ A f 3 83 5 SS - \SS 23— 3 a I I I I I ,,J / SS \ / SSCO-01 SS SSA :Q::: SS 3 1 ss ss � III \ \` � I so ��J ' Ss i 3 I\ •�j a I., s i Ss ss SS I o _ / SS Ss I \ / • f� -cc �� BP SS L a I SS SD I —f GAS G �- J � TV Ss SD SS / SD / I i J / � ° Q I SS / SS / so I I SS SD ' SS � SD � S SS SD / �S � SsSID I I JN� � SD I SS VSD SS SY — SD SD Y 1� 21.o7 I I /X2D ,_ I TN TO I I � 5 „ I I I SD —�— S I I GRADING AND STORM DRAINAGE PLAN (PUBLIC) SCALE:1 "=20' 10 HORIZONTAL SCALE: 1"=20' Call 811 20 0 20 40 • ® two business days NORTH before you dig FNO. REVISION SURVEYED: DESIGNED: DKM DRAWN: KLK CHECKED: DCD BY DATE APPR APPROVED: DCD SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I I I I I I VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF R 1W211V RENTON Planning/Building/Public Works Dept LEGEND PROPOSED FEATURES - SS SANITARY SEWER PIPE • SANITARY SEWER CLEANOUT A-14►IV.110Z101 in 1. SEE APPLICABLE GENERAL CIVIL NOTES ON SHEETS COA. 2. SEE CITY OF RENTON STANDARD WASTEWATER NOTES, STD. PLAN 413/C4.2 3. SEE SANITARY SEWER SERVICE PROFILE ON SHEET C4.2 4. SEE STD. PLAN 403.1/C5.2C FOR SANITARY SEWER CLEANOUT INSTALLATION. 5. SEE STD. PLAN 405/C5.2C FOR SANITARY SEWER PIPE INSTALLATION. 6. SEE STD. PLAN 406.1/C5.2C FOR SANITARY SEWER STUB INSTALLATION FROM MAIN LINE TO PROPERTY LINE. 7. SEE STD. PLAN 406.2/C5.2C FOR SANITARY SEWER INSTALLATION FROM PROPERTY LINE TO BUILDING CONNECTION. KEY NOTES INSTALL SIDE SEWER STUB, FROM PROPERTY LINE TO SEWER MAIN, PER STD PLAN 406.1 /C4.2 D C. � 4 sitts&hill I CIVIL I STRUCTURAL I SURVEY A 46449 ,<<j 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474-9449 I FAX: (253) 474-0153 `O. http://www.sittshill.com/ REISSUED FOR PERMIT Project No.: 19682 Project Mgr.: Proj. Engineer: DCD Proj. Drafter: OCTOBER 30, 2023 W-425402 S-425402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SAMorman 12/05/2023 DCD KLK WASTEWATER UTILITY jstowell 12/11 /2023 DATE: WASHINGTON STATE AUTO 2022.11.30 DEALERS ASSOCIATION (WSADA) FIELDBOOK: PAGE: 621 SOUTHWEST GRADY WAY, RENTON, WA 98057 DRAWING NO: WSADA BUILDING ADDITION AND IMPROVEMENTS C4.1 WASTEWATER AND WATER UTILITIES CONSTRUCTION PLAN (PUBLIC) SHEET: OF: 19 26 (0 0) T O M N ME H H N a J