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Home My WebLink AboutR-369020°a °n ro n 0 m m II_ 499.48 IF 4901 /B AS I 3.S F - -' (PRIVATE) IE 505.02 9.aly7,A15 RIM 696.BLS'06.67 4.8 CB 7� IYPf 1 i lE �5B3.�d• PRIVATE /Bi/Z4('V)- so y. 32 AB RIM I71 581.43,4.8 8• / IZ"(s)= Soz7 48 �i°)aSOL•3's AS /E -. -._ . -. _.. La l7G W) = soz.43 AS ( -_- r j NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.. SADDLEBROOK DI V. ll CB ° CB 705 TYPE 1 E ... `I I INTERCEPTOR TRENCH 70 ,ZIM= SoT4S A3 7447"1714.38 R CONNECTED 70 CB 705 WfiH /B ly`CN) :5 °5 ?3 AB R 385.68 12' CPEP I6 Iy(s): 5°9.78 AB 1e jz`Ce)= 5a1,8.3A8 TYPE -, - TRENCH {NTH 74 +32.44, 13.05 R I 2 -8' 45' ELBOWS AS SHONN „ RIM 696.81 S II CLEANOUT AT EACH BEND IE 1 13 L "C) �SAA °S it 'yv �I Q. 08 704, TYPE 1 174+32.44, iJ05' R RIM 696:64• So /Zi C AS 3Z AS 1E.5B'38 1N5 o3. Q ar 16 /Z °Cs) = 5°3.Z7 A8 % 2 ' r C9 7 74+47.17, 14.38 R lq 1 RIM S& Sol. 49 6'0 LCPE LOT 1E 5656Y' I E AS `(M) ° 505 .° 3 45 I 2 , Id L` C!J' se4.7e 4.a 1 =- 0 -9.00X MIN. 3 1E /L'(3) = 584.83 AS I '� SLOPE (TIP.) IE SE8�g4 S: F-9• z 14' PRIVATE IE QB .: _SD EASEMENT , - - - - _ - -I- 75 +00 I •U, ' 1 26.35'Pi I J - - - -- - -- -I if 068-900 AS ..I _ SD. EASEMENT TRAQT" 12 +01613 M HHARED- _ 12+ 523 .` e - 1O DRIVEWAY (TW.) T" TRENCH TO RACT "B f7ED7tA[T- I .. Y TO CS 705 WITH , I BOWS AS SHOWN CB 70 TYPE 1 ' a a 101.96. 7�Pf 1 -. - 71iRCEPTOR 8z T EACH BEND 7J +J6.64, 16.17 R� 10 +19.95, 1.00' R i g 0 NORTH PVT ELEV - 508.48 RIM 6BF.3i• So7.43 AS 1£ 502.61 A.D. - -5.00 RIM 682.635oL5�"� I. N GRAPHIC SCALE :IE /L`(AI)'sOZ•Bb AS Ey O F n ;N,• I'.. ro y wmm 30 60 A8 1 �•' 1 INCH = 30 FT. IE IZ`(s)- 499.47 AS �' "4 ¢ (L1A1sSoS.59 AS Z IBIZ` ff)a499.49AS Q IB ' 999 .47 AS I w _ a Q a o- _� CB 73+36.64, �11 R- 156TH AVE S- m 10+/9.95, 10.00' R Ld M J /RE &7J +00 74 +00 , D U) f 12'1 t � 2 -8- CLEAN ,:;: II_ 499.48 IF 4901 /B AS I 3.S F - -' (PRIVATE) IE 505.02 9.aly7,A15 RIM 696.BLS'06.67 4.8 CB 7� IYPf 1 i lE �5B3.�d• PRIVATE /Bi/Z4('V)- so y. 32 AB RIM I71 581.43,4.8 8• / IZ"(s)= Soz7 48 �i°)aSOL•3's AS /E -. -._ . -. _.. La l7G W) = soz.43 AS ( -_- r j NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M.. SADDLEBROOK DI V. ll CB ° CB 705 TYPE 1 E ... `I I INTERCEPTOR TRENCH 70 ,ZIM= SoT4S A3 7447"1714.38 R CONNECTED 70 CB 705 WfiH /B ly`CN) :5 °5 ?3 AB R 385.68 12' CPEP I6 Iy(s): 5°9.78 AB 1e jz`Ce)= 5a1,8.3A8 TYPE -, - TRENCH {NTH 74 +32.44, 13.05 R I 2 -8' 45' ELBOWS AS SHONN „ RIM 696.81 S II CLEANOUT AT EACH BEND IE 1 13 L "C) �SAA °S it 'yv �I Q. 08 704, TYPE 1 174+32.44, iJ05' R RIM 696:64• So /Zi C AS 3Z AS 1E.5B'38 1N5 o3. Q ar 16 /Z °Cs) = 5°3.Z7 A8 % 2 ' r C9 7 74+47.17, 14.38 R lq 1 RIM S& Sol. 49 6'0 LCPE LOT 1E 5656Y' I E AS `(M) ° 505 .° 3 45 I 2 , Id L` C!J' se4.7e 4.a 1 =- 0 -9.00X MIN. 3 1E /L'(3) = 584.83 AS I '� SLOPE (TIP.) IE SE8�g4 S: F-9• z 14' PRIVATE IE QB .: _SD EASEMENT , - - - - _ - -I- 75 +00 I •U, ' 1 26.35'Pi I J - - - -- - -- -I if 068-900 AS ..I _ SD. EASEMENT TRAQT" 12 +01613 M HHARED- _ 12+ 523 .` e - 1O DRIVEWAY (TW.) T" TRENCH TO RACT "B f7ED7tA[T- I .. Y TO CS 705 WITH , I BOWS AS SHOWN CB 70 TYPE 1 ' a a 101.96. 7�Pf 1 -. - 71iRCEPTOR 8z T EACH BEND 7J +J6.64, 16.17 R� 10 +19.95, 1.00' R i g PVT ELEV - 508.48 RIM 6BF.3i• So7.43 AS 1£ 502.61 A.D. - -5.00 RIM 682.635oL5�"� I. N 250000' VC :IE /L`(AI)'sOZ•Bb AS Ey O F n ;N,• I'.. ro y !e =So L.45 AS A8 1 �•' O IE IZ`(s)- 499.47 AS �' "4 PRIVATE 520- ` 7 5 '4g 00 IZ "�N)= s03 43AS LP704) IXIL``(6)= bo4.7a AB 6A9 . /E i i ..480. zj 2 520 8 7 KIM �SOZS9 AS IE 499.43• /E /2°(E) =499 -49 AB /E /z•(s)= 999.47 AS RIM 501 507.43 AS 1E Si le As /E IZ''.(w) s 50Z. 43. AS PW STA - 11 +01.71 PVT ELEV - 508.48 9 A.D. - -5.00 K- 5.00 N 250000' VC > Ey O F n ;N,• p z ro y f fin E 1 M O I PRIVATE KIM �SOZS9 AS IE 499.43• /E /2°(E) =499 -49 AB /E /z•(s)= 999.47 AS RIM 501 507.43 AS 1E Si le As /E IZ''.(w) s 50Z. 43. AS 72 +90 73+50 74+10 74 +70 75 +JO GRAPHIC SCALE `15 30 60 1 INCH = 30 FT. HORIZONTAL 0 5 10 20 1 INCH = 10 FT. VERTICAL Cal 2 Worktg Days Belore You Dig gr and I,�Location Cenler (ID,MT,ND,OR,WA) D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207THAVENUE KIRKLAND, WA 98033 0 425 827 3063 F4258272423 10+20 11440 FLOW CONTROL BMP NOTES' 12+00 12 +60 NOTES' I& NORTH GRAPHIC SCALE 0`MO5 30 60 1 INCH= 30 FT. 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS IfXXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. Z CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION; COMPLIANCE WITH THIS REOUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENRAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENRAL BUILDING PERMIT FOR EACH LOT. 3 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) A lF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. S SuKFRCE Wart -ot S`7Noli Ndr6T AR-6 19ftXc* *LC ON 7W plbi PRIVATELY MAINTAINED STORM ELEMENTS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS VERTICAL DATUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL 1. TWO SPLASH BLOCKS MITIGATING 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 5OX FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS. 2. BASIC DISPERSION, AND PERFORATED PIPE CONNECTION BMP HAS BEEN UTILIZED 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 MITIGATED MITIGATED 1 10169 1400 3505 1895 18.64 2 10983 1 1400 3485 1915 1744 3 10877 1 1400 3885 1515 1,193 1 WARM MM 051 MAJ se".ErEo-S& warcx X�w ,Bea T 0 AS NOTED OPi:eMw IB&/1801 ,� oESkXES: �I RENTON �A IXiE WCX �T�HI CXECXEN ei EVU SLUE �VVII�I Plan ning/Buildin g/Pu bl is Works Dept. NO. REVISION BY DATE APPR s "er oXE iXCH ..BBNWEO: WT W li MN BY: BY: BY: BY: SADDLEBROOK DIV. II ROAD AND STORM DRAINAGE PLAN AND PROFILE CA - Date! Date: Date: 08.08.13 CID t y 9 N h 4 h o n O d � w f fin in 2y 72 +90 73+50 74+10 74 +70 75 +JO GRAPHIC SCALE `15 30 60 1 INCH = 30 FT. HORIZONTAL 0 5 10 20 1 INCH = 10 FT. VERTICAL Cal 2 Worktg Days Belore You Dig gr and I,�Location Cenler (ID,MT,ND,OR,WA) D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 6207THAVENUE KIRKLAND, WA 98033 0 425 827 3063 F4258272423 10+20 11440 FLOW CONTROL BMP NOTES' 12+00 12 +60 NOTES' I& NORTH GRAPHIC SCALE 0`MO5 30 60 1 INCH= 30 FT. 1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS IfXXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. Z CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION; COMPLIANCE WITH THIS REOUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENRAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENRAL BUILDING PERMIT FOR EACH LOT. 3 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET OVERLAY DETAIL. 4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) A lF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. S SuKFRCE Wart -ot S`7Noli Ndr6T AR-6 19ftXc* *LC ON 7W plbi PRIVATELY MAINTAINED STORM ELEMENTS: 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED. 2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS VERTICAL DATUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL 1. TWO SPLASH BLOCKS MITIGATING 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 5OX FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS. 2. BASIC DISPERSION, AND PERFORATED PIPE CONNECTION BMP HAS BEEN UTILIZED 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 MITIGATED MITIGATED 1 10169 1400 3505 1895 18.64 2 10983 1 1400 3485 1915 1744 3 10877 1 1400 3885 1515 1,193 1 WARM MM 051 MAJ se".ErEo-S& warcx X�w ,Bea T 0 AS NOTED OPi:eMw IB&/1801 ,� oESkXES: �I RENTON �A IXiE WCX �T�HI CXECXEN ei EVU SLUE �VVII�I Plan ning/Buildin g/Pu bl is Works Dept. NO. REVISION BY DATE APPR s "er oXE iXCH ..BBNWEO: WT W li MN BY: BY: BY: BY: SADDLEBROOK DIV. II ROAD AND STORM DRAINAGE PLAN AND PROFILE CA - Date! Date: Date: 08.08.13 CID t y 9 v =W m yO O o n O �o w O