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HomeMy WebLinkAboutR-371012N N co LO O O C+') T H g a. F- CC O 2 O z t .r t` W z FIXED OBJECTS SITUATED IN THE LOCATION OF THE PROPOSED ACCESS MUST BE RELOCATED AFTER OBTAINING OWNER APPROVAL NO INDIVIDUAL DRIVEWAYS WILL BE ALLOWED OFF OF NE 7TH STREET ALL UTILITIES SERVICING THE SITE SHALL BE UNDERGOUND NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL LOT DRAINAGE NOTES: SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS 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 WITH THUS STIPUTAION MUEST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENCE BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT 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 PRIVATE ROAD INT'X 3 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH STA. 17+24.98, NE 7th St. 4 PERF. PIPE CONNECTION & 75' GRAVEL FILLED TRENCH STA. 20+00, OLYMPIC AVE. NE CENTER 20' DRIVEWAY APRON. 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 VERT. CURB & GUTTER ACCESS & UTILITY EASEMENT �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. ADA COMPLIANT ASPHALT RAMP WEST END OF SIDEWALK 1ineNOPODPN"' Z y W Q0 n 0a w z_ N N O n x A .x 4 0a N ca O a a N O O O ?� O O N (V N M M4 4 u) 41 a M M O 0 Om M M M M M M M M M M M M M 611 ......400 .............. x.1....16 ......113.5'........................................................................... ......................................................................................................400 , _ J O 00 3 STA. 22+47.0 END PRIVATE SECTION ......395.(-......._..Ni...._........I.._.� ......... .._....... ..._...._ ._._..... ........... ........... ._.. -- _395, ------------- ----------- i---'�I ...... ......390 .:......2. ......... ..:............_.i........... ___ ---__ _ =.-.-. ........ .......390, 2- 12/19/2013 1 NO. CB 4 EFS--------"---- F90.b0-- . . . ..........i...... ..... ..........:..... IE=385.60; 12" ............ .............................. 385 : IE=386.10; 6" OL+MIMIMQ AVENUE: NE REVISION 21+00 C PIVAT�) 22+00 V) SRE SURVEY&MAPPING ri SCALE xwmaxru: Sri CITY OF i9 o OFFE, P.E. RENTON D.L OFFE, P.E. uwuc Planning/Building/Public Works Dept. .wrorEw. BY DATE APPR Gce : r f71 0 l 2 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 TO 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 YOU DIG, 1-800-424-5555 ADA COMPLIANT ASPHALT RAMP EAST END OF SIDEWALK R-311012 GRAPHIC SCALE I inch = 20 feet NE 7TH NORTH SHORT PLAT 09/25/2013 KRRV DEVELOPMENT, LLC ROAD/STORM PLAN/PROFILE 3506 NE 7th STREET 4 n:11 CD,R___2.7 -off 1 1 IR1111AID 1 y z n � w z_ n x A .x O �0 as , W D a N O