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HomeMy WebLinkAboutR-396111LEGEND Q J LU O 0 Q W 5 — SS 392\ I I I II SEC. 14, TWP 23 N, R5E W.M. FG— 1463400058 I 1463400057 10 DETENTI01 380 /\ I � I O o - ----------- _ _ -- 0 \ 382— I r i i / i j \ CULV 6'CMP IE = 381.41' I� �I CULV 8'PVC IE = 381.30' og CULV 6'CMP IE = 380.02' �� CULV 8'PVC IE = 379.89' I i ,II I / / t I / � I I CP I CONSULTANTS Site Planning - Civil Engineering Land Use Consulting • Project Management 11431 WILLOWS RD. NE, SUITE 120 REDMOND, WA 98052 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com �O Know what's below. Call before you d 1463400062 RIM 400.23 1463400068 12" PVC IE 396.96 (E_ 12" PVC IE 395.20 (S) CB, T-1 (8331) RIM 399.75 8" PVC IE�7.84 (NE) 12" CONIC IE 397.55 (N) 12" PVC IE 397.20 (W) - 0 CONSTRUCTION PERMIT SUBMITTAL PCE 2/20/1 / JBS SURVEYED: MTCH EVANS SCALE 1`30' VERTIC1983 HORIZONTAL: D NAD 1983/1991 DATUM 1 CONSTRUCTION RECORD DRAWINGS ACS 27 18 JBS DESIGNED: JAMIE SCHROEDER DRAWN: PETER EVANS ONE INCH CHECKED: MJH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N 0. REVISION BY I DATE I AP P R APPROVED: xxx ;S Z-B FINAL LOT GRADE AFTER TOPSOIL PLACEMENT APPROX. FINISH FLOOR ELEV. LOT NUMBER --------- DAYLIGHT LINE 420 FINISHED GRADE CONTOUR RD — PRIVATE SD SYSTEM SD — STORM DRAINAGE PIPE ICI, TYPE 1 CATCH BASIN ('o:y TYPE 2 CATCH BASIN NOTES: 1. GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.01. 2. ONSITE BMPS SHALL BE EVALUATED FOR EACH LOT AT THE TIME OF SINGLE FAMILY BUILDING PERMIT REVIEW FOR EACH HOME ON SITE BMPS SHALL BE EVALUATED IN ORDER OF PREFERENCE PER SECTION C.1.3.1 OF THE 2017 RSWDM. THE APPLICANT WILL BE REQUIRED TO EXPLAIN HOW THEY ARE MEETING THE REQUIREMENTS OF THIS SECTION IN THE WRITTEN ASSESSMENT. BMPS THAT ARE ABOVE REDUCED IMPERVIOUS SURFACE CREDIT IN FEASIBILITY, WILL BE REQUIRED TO BE IMPLEMENTED ON THE LOT IN ADDITION TO THE REDUCED IMPERVIOUS SURFACE CREDIT. 3. FURTHER RESTRICTION OF THE IMPERVIOUS FOOTPRINT MAY BE REQUIRED IF THE BMPS CANNOT BE FEASIBLY IMPLEMENTED TO THE MINIMUM AREA REQUIRED BY SECTION 1.2.9.2.1 OF THE 2017 RSWDM. LOTS UP TO 11,000 SQFT REQUIRE BMP IMPLEMENTATION TO AT LEAST 10% OF THE LOT AREA. LOTS 11,000 SQFT TO 22,000 SQFT REQUIRE BMP IMPLEMENTATION TO AT LEAST 20% OF THE LOT AREA. INDIVIDUAL LOT BMP TABLE LOT LOT AREA (SF) 50% IMPERVIOUS ALLOWED PER RMC 4-2-110A (SF) BMP TREATMENT AREA REQ'D. (SF) PROPOSED LOT IMPERVIOUS COVERAGE (SF) AREA MITIGATED BY RESTRICTED FOOTPRINT BMP (SF) 1 11,810 5905 2362 3170 830 2 9,916 4958 992 4010 0 3 9,912 4956 991 3530 470 4 9,909 4955 991 3665 335 5 9,905 4953 991 3985 15 6 9,901 4951 990 3595 405 7 9,898 4949 990 3575 425 8 11,645 5823 2329 3085 915 9 10,754 5377 1075 3160 840 10 9,632 4816 963 3575 425 11 9,636 4818 964 3580 420 12 9,639 4820 964 3500 500 13 9,642 4821 964 3660 340 14 9,645 4823 965 3980 20 BMP NOTES. 1. SINGLE-FAMILY RESIDENCES AND OTHER 1 IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED I BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL I BEST MANAGEMENT PRACTICE (BMP) FACILITIES IN I ACCORDANCE WITH RSWDM 1.2.9 TO MITIGATE FOR THE TREATMENT AREA SHOWN IN THE BMP TABLE. S CI'I 2. THOSE LOTS PROPOSING IMPERVIOUS COVERAGE LESS pF WASJZrr THAN THE ALLOWABLE MAXIMUM PER RMC 4-2-110A �� �w I SHALL RECEIVE BMP CREDIT FOR RESTRICTED�� FOOTPRINT PER RSWDM C.2.9.2 FOR THE AMOUNT CIO SHOWN IN THE BMP TABLE. J. BMP MEASURES IN ADDITION TO THE RESTRICTED P 37610 O �v FOOTPRINT BMP SHALL BE IMPLEMENTED AS REQUIRED TO MITIGATE THE FULL TREATMENT AREA �ssIONAL� SHOWN IN THE BMP TABLE THE TYPE AND LOCATION OF THOSE ADDITIONAL BMPS SHALL BE PROVIDED AT THE TIME OF THE INDIVIDUAL BUILDING PERMIT. A DECLARATION OF COVENANT AND GRANTS OF CONSTRUCTION RECORD DRAWING �I4. EASEMENT FOR ALL BMP FACILITIES SHALL BE THE AS —BUILT INFORMATION SHOWN L PROVIDED WITH THE FINAL PLAT OF THE PROJECT, ON THIS PLAN IS PER A FIELD SURVEY AND COMPLIANCE WITH THOSE COVENANT AND PERFORMED AND DATA PROVIDED BY EASEMENT PROVISIONS SHALL BE CONFIRMED AT THE AXIS SURVEY &MAPPING AND OR TIME OF INDIVIDUAL BUILDING PERMIT. I R-396111 RECORD INFORMATIONBY RACTORVIDED N 0 30 60 PLAN IN FEET � C TY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS M EADOWVU E UH t 7/25/ 18 ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS FIELDBOOK: PAGE: DRAWING N0: OVERALL STORM DRAINAGE PLAN C2.00 11 43