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Home My WebLink AboutR-369016s a m C RIM 507.29 lE 505.02 - 75 +00 I INTERCEP70R TRENCH TO CONNECTED TO CB 705 NTH 12' CPEP 2 -8' 45' ELBOWS AS SHOWN :dlxnbi9Li /Yh: / -7�ZI% 520 500 180 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.. S1A-dlDDLEBR00K DI V. H CB 704. -TYPE 1 I -.� lN7ERCEP7OR TRENCH TO 74 +47.17, 14.J8 R . CONNECTED TO CB 705 WTH RIM :507.29 I 12' CPEP IE 505.02 0704-- "TYPET -- t I. TRENCH WTH 74+3244, 7305 R T -8' 45' ELBOWS AS SHOINV RIM 506.61 CLEANOUT AT EACH BEND IE 503J8 h m 0 NORTH n BY: GRAPHICSCALE o 0 15 30 60 Date: ^ 1 INCH = 30 FT. M a z ; U _ 0 0 a Y ' O CB TYPE 1 73+36.64 1 %1 R- 156TH AVE SE m w 15561 J 17499.63 73 +00 74 +00 4-P704 U] RIM 507.29 lE 505.02 - 75 +00 I INTERCEP70R TRENCH TO CONNECTED TO CB 705 NTH 12' CPEP 2 -8' 45' ELBOWS AS SHOWN :dlxnbi9Li /Yh: / -7�ZI% 520 500 180 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M.. S1A-dlDDLEBR00K DI V. H CB 704. -TYPE 1 I -.� lN7ERCEP7OR TRENCH TO 74 +47.17, 14.J8 R . CONNECTED TO CB 705 WTH RIM :507.29 I 12' CPEP IE 505.02 0704-- "TYPET -- t I. TRENCH WTH 74+3244, 7305 R T -8' 45' ELBOWS AS SHOINV RIM 506.61 CLEANOUT AT EACH BEND IE 503J8 R g R 1 �I ��pbh L mwfiu i f: it 1 2 6'0 LOPE LOT O-'2.00X MIN. 2 3 SLOPE (TIP:) lE 50380 14' PRIVATE /£ 505.15 :_g EASEMENT 26.35' PRIVA - - - - - - - - -{ I£ 506.80 SO. EASEMENT 12 +00 TRAT " 16~ ~ _0 2+ 523 P7 11 +00S° DRIVEWAY (TYP.) TRACT "B" CB.7 TYPE 1 ' 10+96.82 RIM 507.61 IE 502.61 520 n rya �h� i - 7 1 500 O PRA CB 70 TYPE 1 RIM 502.63 IE 499.65 PW STA - 11 +01.71 PV1 ELEV - 50%48 A.D. - -500 K- 500 250000' VC n p •F n h eh O b N N g ,N+• h pN h �d a2ge d 7101 /AL-, I& NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. 1. ALL BUILDING DOWNSPOUTS FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PAROS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED W17H THE APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2 CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE NTH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDEN77AL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORA 77ON SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA BON AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS VWTHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. ter, SuitwE wFre1t sh'ANbh" 1wri¢ ARG aftxc* *Li' at/ 7w pRaT6cT- PRIVATELY MAINTAINED STORM ELEMENTS: PRIVATE 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. RIM 507.61 2. ALL PRIVATE STORM CONNEC77ONS TO BE PERFORATED STUB -OUTS IE 502.61 VERTICAL DATUM: 72 +90 73+50 74+10 74 +70 75 +JO GRAPHIC SCALE `1.5 3.0 1 INCH= 30 FT. HORIZONTAL `5 10 20 1 INCH= 10 FT. VERTICAL Cal 2 Workng Days Before You Dig Millen Undergr and Location Center 0D,MT,ND,OR,WA) D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207THAVENUE KIRKLAND, WA 98033 04258273063 F4258272423 Kill REVISION 10+20 10+80 11 +40 FLOW CONTROL BMP NOTES: 12 +00 12+60 NAVD 88 PER CITY OF RENTON VER77CAL CONTROL 1. TWO SPLASH BLOCKS M 177GA77NG A TOTAL OF 1,400 S.F. OF IMPERVIOUS AREA, WILL BE INSTALLED WITH EACH RESIDENCE. THIS SHALL MITIGATE FOR 12.75X TO 13.77X OF IMPERVIOUS AREA FOR EACH LOT. ALSO, EACH LOT WILL BE RESTRICTED TO AN AREA LESS THAN 4,000 S.F. (SEE TABLE BELOW). ADDITIONALLY, USE OF BASIC DISPERSION ALLOWS FOR A 50% FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS. 2 BASIC DISPERSION, AND PERFORATED PIPE CONNECTON BMP HAS BEEN U77LIZED FOR THIS PLAT. J FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. FLOW CONTROL BMP TABLE ROOF AREA ROUTED TO RESTRICTED IMPERVIOUS TOTAL AREA PERCENT IMPERVIOUS LOT NO. LOT AREA (S.F.) SPLASH BLOCK (S.F.) AREA PER LOT MIRGATED A41 TED 1 10169 1400 3505 1895 18.64 2 10983 1400 3485 1915 17.44 3 10877 1400 3885 1515 13.93 WN 0828.13 NA1 5V1'� . WS ..E mm vwx: CWA CHECN MA1 BY DATE APPR •""�IAJ VEflIKIL ruw 998 ^ AS NOTED " °A'� °"'w "° CITY 0 F IBB] /1991 RENTON °�� DATUM .s Planning /Building /Public Works Dept. NCH O 6 NCH ACCOPN INCH $CNE DWGLY R- 369016 BY: h m a n BY: Date: o N Date: ^ o R g R 1 �I ��pbh L mwfiu i f: it 1 2 6'0 LOPE LOT O-'2.00X MIN. 2 3 SLOPE (TIP:) lE 50380 14' PRIVATE /£ 505.15 :_g EASEMENT 26.35' PRIVA - - - - - - - - -{ I£ 506.80 SO. EASEMENT 12 +00 TRAT " 16~ ~ _0 2+ 523 P7 11 +00S° DRIVEWAY (TYP.) TRACT "B" CB.7 TYPE 1 ' 10+96.82 RIM 507.61 IE 502.61 520 n rya �h� i - 7 1 500 O PRA CB 70 TYPE 1 RIM 502.63 IE 499.65 PW STA - 11 +01.71 PV1 ELEV - 50%48 A.D. - -500 K- 500 250000' VC n p •F n h eh O b N N g ,N+• h pN h �d a2ge d 7101 /AL-, I& NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. 1. ALL BUILDING DOWNSPOUTS FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PAROS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED W17H THE APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. 2 CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE NTH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDEN77AL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT. J. ALL TRENCH RESTORA 77ON SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA BON AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS VWTHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. ter, SuitwE wFre1t sh'ANbh" 1wri¢ ARG aftxc* *Li' at/ 7w pRaT6cT- PRIVATELY MAINTAINED STORM ELEMENTS: PRIVATE 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. RIM 507.61 2. ALL PRIVATE STORM CONNEC77ONS TO BE PERFORATED STUB -OUTS IE 502.61 VERTICAL DATUM: 72 +90 73+50 74+10 74 +70 75 +JO GRAPHIC SCALE `1.5 3.0 1 INCH= 30 FT. HORIZONTAL `5 10 20 1 INCH= 10 FT. VERTICAL Cal 2 Workng Days Before You Dig Millen Undergr and Location Center 0D,MT,ND,OR,WA) D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207THAVENUE KIRKLAND, WA 98033 04258273063 F4258272423 Kill REVISION 10+20 10+80 11 +40 FLOW CONTROL BMP NOTES: 12 +00 12+60 NAVD 88 PER CITY OF RENTON VER77CAL CONTROL 1. TWO SPLASH BLOCKS M 177GA77NG A TOTAL OF 1,400 S.F. OF IMPERVIOUS AREA, WILL BE INSTALLED WITH EACH RESIDENCE. THIS SHALL MITIGATE FOR 12.75X TO 13.77X OF IMPERVIOUS AREA FOR EACH LOT. ALSO, EACH LOT WILL BE RESTRICTED TO AN AREA LESS THAN 4,000 S.F. (SEE TABLE BELOW). ADDITIONALLY, USE OF BASIC DISPERSION ALLOWS FOR A 50% FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS. 2 BASIC DISPERSION, AND PERFORATED PIPE CONNECTON BMP HAS BEEN U77LIZED FOR THIS PLAT. J FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. FLOW CONTROL BMP TABLE ROOF AREA ROUTED TO RESTRICTED IMPERVIOUS TOTAL AREA PERCENT IMPERVIOUS LOT NO. LOT AREA (S.F.) SPLASH BLOCK (S.F.) AREA PER LOT MIRGATED A41 TED 1 10169 1400 3505 1895 18.64 2 10983 1400 3485 1915 17.44 3 10877 1400 3885 1515 13.93 WN 0828.13 NA1 5V1'� . WS ..E mm vwx: CWA CHECN MA1 BY DATE APPR •""�IAJ VEflIKIL ruw 998 ^ AS NOTED " °A'� °"'w "° CITY 0 F IBB] /1991 RENTON °�� DATUM .s Planning /Building /Public Works Dept. NCH O 6 NCH ACCOPN INCH $CNE DWGLY R- 369016 BY: /SPL4W Date: tyl W BY: + Date'lA&I BY: Date: BY: Date: SADDLEBROOK DIV. II ROAD AND STORM DRAINAGE PLAN AND PROFILE C i 08.08.13 Lq-'