Loading...
HomeMy WebLinkAboutR-393410TBLOCK CUSD1391501 CSIT1391501 CGRD1391501 OTOP1391501 CNOT1391501 CY) M I 0 W LI J W J Q N z LU / PTN. OF SW 114 OF NW 114 OF SEC. 32, TWP 24N, R5E W.M. / C83 0 8305 / SDMH 7964 RIM = 47.47' 1E 18" 40 %6' /IE 18" CONA = 40.54' xqO 0 / 3224059058 LEGEND FF= APPROX. FINISH FLOOR ELEV. 10 LOT NUMBER DAYLIGHT LINE 420— FINISHED GRADE CONTOUR — RD — PRIVATE SD SYSTEM �r STORM DRAINAGE PIPE Cl TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN 3224059045 NOTES: 3224059036 SSMH 7026 1. GRADING AROUND RETAINED TREES SHALL MEET TREE \\ / RIM = 87.47' PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101. �I CB 7963 z IE 8" PVC E 74.96' � RIM - 48.15' _ . IE 12" CONC N - 4470' IE 8" VC 74.15' IE 6" PVC NE - 44.82' IIE H 7032 ,� IE 18" CONC SW - 41.95' - 48.11' O i x E 18" CPP SE 43.34' 0" PVC N4�, = 37.60' Ox° ,' ' 8135 + o " CON W = 41.92' CB130 0 +�o W W W W W W �p+nn� �p IE 8" PVC E - 37.60' i ,� — — — W NOTE (CENTER C ANNEL) , SS W W �1/ V — — _ sOMH 820 C8140 (IS 11 S S - SS o RIM 48.18' / (IS (IS ., , I NORTH 4�TH STREET Ss THE PROJECT BIOLOGIST SHALL COORDINATE - _ '' IE i CONC SW 44.83' c - IE 2" PVC E = 45.13' ' -- INSTALLATION OF A FISH EXCLUSION DEVICE AT THE IE 18" CONC NE = 43.78' EXISTING OUTFALL TO LAKE WASHINGTON. SHOP `� ---- DRAWINGS OF A SCREEN OR OTHER APPROVED DEVICE — SHALL BE PROVIDED TO THE ENGINEER AND CITY L —�— — INSPECTOR FOR FINAL APPROVAL PRIOR TO / h = 7 B 70266.84 TREK D N S �2 �� �6 6' N - 93 �4 o INSTALLATION. r -� 1' L 1 18" CPR NW = 7, 929 CB15 / I 5 SD ESMT. KU / / I 0 T CH WATER / I1 OU / LITY VAULT E DET. C3.102 I 3I 15' Q4 SF SD ESMT. / / I / / I 2 7,827 SF SSMH 8548 �� RIM = 51.80' IE 0" PVC N&S 36.55'IIAN / TER CHANN ) 41 1 a— & / 7,539 S 1 B10 / � 00 CB76 O CB71 -------/ / / , -- - DROP NE = 4 .70' P PIPE 36. RD - RD 7.5' SD ESMT. 7,0 8 SF I PRI VA TE SD / II ON " �� I SYSTEM MCOLL�CTIYARD I DRAIN TYP. / I ` I � 61SF 7,298 SF —'——_ 75 CD N - - _;AS - SS Ss SS - _ - -- W ® N88 °454 �/ W — W — d sz /w � J q _J / w w o w 00 J 0Q �Q CD / U 4 4' /fCONC S 64 6 \ RD D R RD RD RD 95 E 12" CONC E 64 `u D IL 8" CONC N 64.29' - S H 7027 2 1 i = -8.40' N _ I CB125 I t �1QS = 61.414 I I 96 cn a ADS N = 62,33' 1 19 STO 4 FI ATER II 1 18" ADS W 61.12' I $70 SF I I I 17 uy L T 'ILITY I 1 8,955 SF T 1 RD RD D! RD 1 Ito O 5' 1 9 1 6 s SD ESMT. 1 I 10 1 --- ° sa I I I I I I 1 I 1101 SF I Ul) I Fct � N I IIz _ _ T7,58016 � ' Z 1 SF W 5, II �I� I I SD ESMT. I 111 I I� 74 p 021 SF 104 ° I 76-- I I loj 110 I I N I 76 — 8 88 I I C 105 c r I / W. 15 SD ESM T. I I I I 7,580 SF �' i I INDIVIDUAL LOT BMP'S LOT AREA (SF) 559?; IMPERVIOUS PER COR ZONING (SF) INDIVIDUAL LOT BMP TARGET SURFACE AREA (SF) BMP TYPE 1 7,930 4,362 793 PERVIOUS PAVERS 2 7,825 4,304 783 PERVIOUS PAVERS 3 7,018 3,860 702 PERVIOUS PAVERS 4 7,549 4,152 755 PERVIOUS PAVERS 5 7,055 3,880 706 PER VIOUS PA VERS 6 8,529 4,691 853 PERVIOUS PAVERS 7 7,297 4,013 730 PERVIOUS PAVERS 8 7,181 3,950 718 PERVIOUS PAVERS 9 7,670 4,219 767 PERVIOUS PAVERS 10 7,021 3,862 702 PERVIOUS PAVERS 11 7,021 3,862 702 PERVIOUS PAVERS 12 7,021 3,862 702 PERVIOUS PAVERS 13 7,172 3,945 717 PERVIOUS PAVERS 14 7,579 4,168 758 PERVIOUS PAVERS 15 7,579 4,168 758 PERVIOUS PAVERS 16 7,579 4,168 758 PERVIOUS PAVERS 17 8,969 4,933 897 PERVIOUS PAVERS �� 7 I I I 1 ce61 I R I I 12 I I I I � I I � � SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS 6" PRIV TE SD COLL TION SYSTEM 8 I i 7,021 SF I I I I ( CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE ABOVE AS WELL AS ANY DECLARATION OF No l (TYP.) — Q COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITH THIS STIPULATION MUST BE C860 g — — — — — I _ ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW' 94 118 WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. � 1 1 O I i I 14 o S C 8 I 13 7,586 SF OF WAS SF 8 I 7,166 SF `� ---7181 �01 IL O�`z Cn THE AS -BUILT INFORMATION I f SHOWN ON THIS PLAN IS PER A -0 37610 q w� W 667.37 — —_ _ _ _ �, — — — FIELD SURVEY PERFORMED AND �'G 1 S 1ST ti CB55 25 25 — DATA PROVIDED BY LDC CIVIL S 10,�G NAL 86 CB210 I I ENGINEERING GROUP AND/OR II RECORD INFORMATION PROVIDED pv J :7 CITY OF PENTON PERMIT SUBMITTAL CONSULTANTS o a 1 RECORD DRAWINGS QCD Site Planning • Civil Engineering Land Use Consulting • Project Management CALL BEFORE 11431 WILLOWS RD. NE, SUITE 120 YOU DIG ® v N REDMOND, WA 1-800-424-5555 Q Phone: (425) 285-2390 1 FAX: (425) 285-2389 ww Nu www.cphconsultants.com N0. REVISION / Copyright © 2019 CPH Consultants, LLC. All Rights Reserved. /(y) N 0 30 60 PLAN IN FEET B H B 5/1/18 JBS SURVEYED: SCALE : STEPHEN PHILLIPS PLS VERTICAL: NAVD 1988 83/1 • M R E 3/ 1 1/ 19 JBS HORIZONTAL: NAD 193/1991 O T Y OF DESIGNED: 1 "=30' BRYCE BESSETTE ' D RAW N R E N T O N JOE AMARO ONE INCH DATU M CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JAMIE B. SCHROEDER, PE IF NOT ONE INCH BY DATE AP PR APPROVED: SCALE ACCORDINGLY BY THE CONTRACTOR. R-39341 O IN COMPLIANCE WITH CITY OF RENTON STANDARDS V1 DATE: Y SENZA LAKEVIEW 5/1/18 Q ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: J PAGE: Q OVERALL STORM DRAINAGE PLAN DRAWING NO: C2.00 Z SHEET: OF: U-+ 10 48 (f)