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HomeMy WebLinkAboutR-371004N m LO O O @7 T H Q J O 2 Ir2 F- O z t W z FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAI NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF NE 7TH STREET ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON TI CREATED BY THIS SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT. COMPLIANCE WITS STIPUTAION MUEST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILD PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDINC FOR THE LOT. SEE SHEET 5 FOR DETAILS. LOT NUMBER BMP TYPE 1 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 2 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 3 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH 4 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH b. COMPLIANCE WITH THE BMP REQUIREMENT MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA A PERFORATED PIPE CONNECTION. d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY OWNED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT wl ZI J Of W �I �I VERT. CURB & GUTTER IN 26' ACCESS & UTILITY EASEMENT LLJ O I IZ �' �I� IJ Flo C) IH Iw > Uld hl 15.0' 1 1 .0' Icn hl 10' 10' jw I �4 "MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2 -2" LIFTS REQUIRED 6 "MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS OLYMPIC AVENUE NE OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFE, P.E. J O 0 3 STA. 22 +47.0 395: .............:............ o.' ......................................................:..... ..........:...............:.... 395 END PRIVATE SECTION ...........:...............:...... .........:...............:..... a----- - - - - -- N ---- ----- - +2A3% x 390. _ __ -_ -- - - - -- IL. _...... - - - - - 390 ii i II 0 ___'___pR0 ... ..........:...._...IL...;_L_L._ , _.�._ GRgT ------ - P— S— E— Q—SS— _ 385 CB 4 PE- 1------- :=- - -- -- ` - --I-J i 385Ea39G.50 ..... IE= 385.60; 12" II IE= 386.10; 6" OLYMPIC AVENUE :NE I / CRA9 TYPF 1 �STEE E NAL 12/19/2013 N0. REVISION 21 +00 22 +00 �w' CITY OF SITE SURVEY &MAPPING x9�o,.ru: ,�.� ,��w, SCALE yr D.L OFFE, P.E. rl RENTON 9RM D.L OFFE, P.E. uF .,w DATUM Planning /Building /Public Works Dept. F NJF QE 9311 BY DATE APPR � y VS SHOWN HEREON ARE ALL BE THE CONTRACTOR'S 1INE THE EXACT VERTICAL AND 4LL EXISTING UNDERGROUND NCING CONSTRUCTION. NO THAT ALL EXISTING UTILITIES ENGINEER ASSUMES NO TIES NOT SHOWN OR UTILITIES ER LOCATION. 00- 424 -5555 . _= 311004 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet ppppRECO�MMEN, DE{{{}}}DFOR APPROVAL By. Dnte. l LS By. Date. By. Date. Byl Date, NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC ROAD /STORM PLAN /PROFILE 3506 NE 7th STREET Cv;R rC-o4 09/25/2013 — 4 °11 ❑7 1 y z m wz G o O z n tax O m y� W`J a Q I . M I ........ 400 ............ . I ..... ...��. . . I . . ....... . .......... .... . .............M M .. . . ...... 400 Q . . . ii i II 0 ___'___pR0 ... ..........:...._...IL...;_L_L._ , _.�._ GRgT ------ - P— S— E— Q—SS— _ 385 CB 4 PE- 1------- :=- - -- -- ` - --I-J i 385Ea39G.50 ..... IE= 385.60; 12" II IE= 386.10; 6" OLYMPIC AVENUE :NE I / CRA9 TYPF 1 �STEE E NAL 12/19/2013 N0. REVISION 21 +00 22 +00 �w' CITY OF SITE SURVEY &MAPPING x9�o,.ru: ,�.� ,��w, SCALE yr D.L OFFE, P.E. rl RENTON 9RM D.L OFFE, P.E. uF .,w DATUM Planning /Building /Public Works Dept. F NJF QE 9311 BY DATE APPR � y VS SHOWN HEREON ARE ALL BE THE CONTRACTOR'S 1INE THE EXACT VERTICAL AND 4LL EXISTING UNDERGROUND NCING CONSTRUCTION. NO THAT ALL EXISTING UTILITIES ENGINEER ASSUMES NO TIES NOT SHOWN OR UTILITIES ER LOCATION. 00- 424 -5555 . _= 311004 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet ppppRECO�MMEN, DE{{{}}}DFOR APPROVAL By. Dnte. l LS By. Date. By. Date. Byl Date, NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC ROAD /STORM PLAN /PROFILE 3506 NE 7th STREET Cv;R rC-o4 09/25/2013 — 4 °11 ❑7 1 y z m wz G o O z n tax O m y� W`J a VS SHOWN HEREON ARE ALL BE THE CONTRACTOR'S 1INE THE EXACT VERTICAL AND 4LL EXISTING UNDERGROUND NCING CONSTRUCTION. NO THAT ALL EXISTING UTILITIES ENGINEER ASSUMES NO TIES NOT SHOWN OR UTILITIES ER LOCATION. 00- 424 -5555 . _= 311004 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK GRAPHIC SCALE 0 10 20 40 1 inch = 20 feet ppppRECO�MMEN, DE{{{}}}DFOR APPROVAL By. Dnte. l LS By. Date. By. Date. Byl Date, NE 7TH NORTH SHORT PLAT KRRV DEVELOPMENT, LLC ROAD /STORM PLAN /PROFILE 3506 NE 7th STREET Cv;R rC-o4 09/25/2013 — 4 °11 ❑7 1 y z m wz G o O z n tax O m y� W`J a