No preview available
HomeMy WebLinkAboutR-339109► -i Z) J W J Y O Ir m W z O 6" DRAIN CROSSING AVENUE NE" PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M. *3 — CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION, SEE DETAIL SHEET 6, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR THE RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT NOTE: D.S. - IS THE DOWNSPOUT CONNECTION POINT FOR THE BASEMENT HOUSES j 10' PRIVATE 'RT. 11 U p per. �r 111 7 I m n I Nl l m m III om DRAINAGE EASEMENT IE= 45b.8 ?, 1Y4 �sl I ROCKERY DRAIN I ii LI I I mm ,I'II A I,r446.� I AVENUE NE" PORTION OF THE NW 1/4, SW 1/4 OF SECTION 11, TOWNSHIP 23 N, RANGE 5 EAST, W.M. *3 — CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION, SEE DETAIL SHEET 6, COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR THE RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT NOTE: D.S. - IS THE DOWNSPOUT CONNECTION POINT FOR THE BASEMENT HOUSES j 10' PRIVATE 'RT. 11 U p per. �r 111 7 I m n I Nl l m m III om DRAINAGE EASEMENT IE= 45b.8 ?, 1Y4 3 -a ROCKERY DRAIN air I4f_�}2 -o SLEEVE TYP. CONNECTION I mm ,I'II A I,r446.� I I II yol �pS t f 4f r 432.93 III z� l l I p/2 III I( - L= 39.93' IE =4330 p IE 4360 m IE 4400 I 437.65 F woox¢ F 0 PFO�3 (NE 6th) 441,82 {S O Q/2 439.67 L= 38.61' w�a 30 +34.01, 13' gOP 06Z�G (FILEDS) - 3.1 +50a 40 +36.18, 20 ' CB#5 E- IE= 424.50 R= 25.00' ) ( ) RIM =449:'1+4 ( I © 454.97 IB-- 403:64, 1 I n_. :� P 31+o) ( wSLF 112:,% �12 P, T OS =I.00R MIN --V (PRIVATE) I IE=431 I I' STA 31 +50.0. R M' 4H-14 4 a IE=404at4, 121 i_vRv IE =4*"*, 6L V O� I;0] "$ 6" DOWNSPOUT LINE PVC 3032 ®5 =2.00% MIN PRIVATE IE-4430 IE=446.5 m m o Pa, _69C.5 - °o �O n O•( N 41 < V0l '71 a6 BOA it V m II mil S.) 442.02 _V I �a3•� � � O m O� 25LF. 0.12" N -12 33 +00 1Tro m5 =1.00R I I Ve `IE= 451.0.' STA 32 +95.0 12.4 'RT. 11 U p per. �r 111 7 I m n I Nl l m m III om CB #B, TYPE -1 RIM - 458:97 4S7)} IE= 45b.8 ?, 1Y4 3 -a 0 O air IE= 46417, 6° 4 .2) V I mm ,I'II A DATA I II yol �pS t (NE 6th) 432.93 III z� l l I p/2 III I( - L= 39.93' U) III ! Id IE= 162.2 , 1 IE= 46277Y, 1 14 \l SHEET 6 L IT Dt� NE C: y LEFT 'z f %4 i[iji:11 (1) THE RESTRICTED FOOTPRINT FLOW CONTROL BMP HAS BEEN UTIUZED FOR THIS PLAT AND FUTURE SHORT PLAT. ALL LOTS SHALL BE RESTRICTED TO 2,600 SO. FEET OF IMPERVIOUS AREA. ALL LOTS ARE SUBJECT TO THE CONDITIONS SPECIFIED IN THE RECORDED DECLARATION OF COVENANT FOR IMPERVIOUS SURFACE LIMIT FLOW CONTROL BMP. (2) SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMP'S, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPUANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPUCATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. (3) FLOW CONTROL BMP'S CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. SOLID CEDAR FENCE NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TD COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YDU DIG, 1- 800 - 424 -5555 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) J. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2" OVERLAY. I 459 .7101. 1,460.14 - .- O I N 5 Ii mm l INSTALL SIGN Y ,2 N 'V t ti O O VOA VOA II tim i NO PARKING PER I! Ai DETAIL SHEET 6 fir L'e6' STA. 43 +36 CENTER 20 DRIVEWAY APRON WNSPOUT UNE ��I PRIVATE) CAP E _ + 457.00 {' INSTALL SIGN ... 9 12 N -12 �5- ir3576 ,,4, SI 125LF 12"N7f 2 63R_ t 'FUTURE STREET" 41 +00 N00'09'48 "E 42 +00 � 43 +00 _ STA 43 +47.0 11-1 43°` . LJi y " t �I END PAVEMENT yNSTAtL"SIGN- INSTALL SIGNS 4 STA 43 +48.95 INSTALL PUBUC STREET SIGNS NO PARKING PER 4 . _ 0 R(RKING PER o PLAT BOUNDARY "NE 6th STREET" DETAIL SHEET 6 - DF,TAIL EET 6 V JCRAH9M- _AVENUE_NE.. INSTAL FENCE ALONG PROPERLY UNE CBj/10� TYPE � L 6' CEDAR 119.42'LT. GRAPHICSCALE \INT'X E4E 6th 5T. GRAHAM AVE NE RIM=468. 4h7•IQ' STA =23 +35.69 (NE 6th) = d" 7g STA =40 +00 (GRAHAM) E =4bFP , 6 "454 27 0 20 40 80 r DRIVEWAY TYPE btu �L 1b7'sU°;955 ;' 4' SOLID CEDAR FENCE I 1 Inch = 40 teei a6 ;(� -33 'Trod CCU R- 339/05 CURB RETURN DATA wu W Fl- CURB # STATION, OFFSET ELEV. DATA 25 +91.59, 12' RT. (NE 6th) 432.93 R= 25.00' 1O p/2 r 435.27 L= 39.93' U) 30 +37.78, 13' LT. (FIELDS) 437.65 DELTA = 91'30'43" woox¢ 25 +15.51, 10' RT. (NE 6th) 441,82 R= 25.00' O Q/2 439.67 L= 38.61' w�a 30 +34.01, 13' RT. (FILEDS) 437.59 DELTA = 88'29'15" 40 +36.18, 20 ' 456.32 R= 25.00' O3 A/2 454.97 L= 39.92' 23 +81.66, 10 R. 453.62 DELTA= 91'29'25" 40 +35.50, 0' NT. (GRAHAM) 456.72 R= 25.00' ® A/2 457.13 L= 41.48' 23 +07.61, 10 RT. (NE 6th) 457.54 DELTA= 95'04'26" IE= 162.2 , 1 IE= 46277Y, 1 14 \l SHEET 6 L IT Dt� NE C: y LEFT 'z f %4 i[iji:11 (1) THE RESTRICTED FOOTPRINT FLOW CONTROL BMP HAS BEEN UTIUZED FOR THIS PLAT AND FUTURE SHORT PLAT. ALL LOTS SHALL BE RESTRICTED TO 2,600 SO. FEET OF IMPERVIOUS AREA. ALL LOTS ARE SUBJECT TO THE CONDITIONS SPECIFIED IN THE RECORDED DECLARATION OF COVENANT FOR IMPERVIOUS SURFACE LIMIT FLOW CONTROL BMP. (2) SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT FLOW CONTROL BMP'S, UNLESS CONSTRUCTED AS PART OF THIS SUBDIVISION. COMPUANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPUCATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR EACH LOT. (3) FLOW CONTROL BMP'S CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. SOLID CEDAR FENCE NOTE, EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TD COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YDU DIG, 1- 800 - 424 -5555 NOTE: ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, AND TRENCH WIDTHS, 1. TRENCHES (ROAD CROSSINGS) J. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED SHALL BE GROUNDED AND 2" OVERLAY. I 459 .7101. 1,460.14 - .- O I N 5 Ii mm l INSTALL SIGN Y ,2 N 'V t ti O O VOA VOA II tim i NO PARKING PER I! Ai DETAIL SHEET 6 fir L'e6' STA. 43 +36 CENTER 20 DRIVEWAY APRON WNSPOUT UNE ��I PRIVATE) CAP E _ + 457.00 {' INSTALL SIGN ... 9 12 N -12 �5- ir3576 ,,4, SI 125LF 12"N7f 2 63R_ t 'FUTURE STREET" 41 +00 N00'09'48 "E 42 +00 � 43 +00 _ STA 43 +47.0 11-1 43°` . LJi y " t �I END PAVEMENT yNSTAtL"SIGN- INSTALL SIGNS 4 STA 43 +48.95 INSTALL PUBUC STREET SIGNS NO PARKING PER 4 . _ 0 R(RKING PER o PLAT BOUNDARY "NE 6th STREET" DETAIL SHEET 6 - DF,TAIL EET 6 V JCRAH9M- _AVENUE_NE.. INSTAL FENCE ALONG PROPERLY UNE CBj/10� TYPE � L 6' CEDAR 119.42'LT. GRAPHICSCALE \INT'X E4E 6th 5T. GRAHAM AVE NE RIM=468. 4h7•IQ' STA =23 +35.69 (NE 6th) = d" 7g STA =40 +00 (GRAHAM) E =4bFP , 6 "454 27 0 20 40 80 r DRIVEWAY TYPE btu �L 1b7'sU°;955 ;' 4' SOLID CEDAR FENCE I 1 Inch = 40 teei a6 ;(� -33 'Trod CCU R- 339/05 03/12/2012 mnmuc onnwc xa a¢n 5 M 9 R ❑ADS 1 y odm K ro q 0 0 � r m ,w 1�1 wu W WQ� (x��O F- ~ Lin r N N U) 'v W Q x3 j z° woox¢ � F F u w�a O 03/12/2012 mnmuc onnwc xa a¢n 5 M 9 R ❑ADS 1 y odm K ro q 0 0 � r m ,w