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HomeMy WebLinkAboutR-384904T N N T 0 O LO T AR 4000 REQUIRED AT SAWCUT LINES BETWEEN NEW AND EXISTING JOINTS. CIN OF RENTON STANDARD LATERAL AND PARALLEL TRENCHING DETAIL REQUIREMENTS ARE APPLICABLE. LOT DRAINAGE NOTES: A PORTION OF THE SE 1/4, SECTION 5, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON FTHE UTILITIES SERVICING SITE SHALL BE ERGOUND z L1 2.50' OF NEW R W TO BE DEEDED TO THE CITY OF RENTON z SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE w 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 MUST BE ADDRESSED IN THE SINGLE FAMILY RESIDENCE BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FORA BUILDING PERMIT FOR THE LOT. SEE SHEET 6 FOR MORE DETAILS. LOT NUMBER BMP TYPE PER LOT IE=292.0, 6 PRIVATE ACCESS ROAD - STA. 0 +00.00 R — ELEV. 298.23 170LF., 6 SIDE SEWER "GREEN" PVC ®S=2 009 MIN. I , EASEMENT PRIVATE ROAD ZI \ J W ?a 0 i 1-1 D PERF. PIPE CONNECTION W,W ' I 2 UO , 3 90 CU. FT. OF DRY WELL 4 PER 1,000 SQ. FT. OF IMPERVIOUS FULL INFILTRATION) IE=292.0, 6 _.'oil I ' 10' I 10' 11, 44 b. COMPLIANCE WITH THE BMP MUST BE REQUIREMENT ' Q ''` ' TRAFFIC r - (TYPICAL) f k ' ADDRESSED IN THE SINGLE FAMILY RESIDENTIAL BUILDING PERMIT LOT 4 , I,r R A SINGLE DRAINAGE REVIEW WHEN AN APPLICATION IS MADE FOR _ FAMILY RESIDENTIAL BUILDING PERMIT FOR THE LOT. j (FULL INFILTRATION) F I c. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM r 2LOT SHALL BE VIA A PERFORATED PIPE CONNECTION. SID S1-1 N ' d. ALL INDIVIDUAL FLOW CONTROL BMP's SHALL BE PRIVATELY "GREEN" PVC ®S=2.,00io MIN. N OWNED MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT J W OWNER. =` L4"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 PRIVATE ROAD OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. Le ivy•'0 "*'c'`,°�� • ° e e • . eve ' 27460 ° � • o• FsS�OWAI• ��G 11/18/2015 NO. .. v 20.50' ACCESS & UTILITY _ I w EASEMENT I w ZI \ J W ?a 0 Z _I^ ww 05 W,W IWC uj UO � 0 a I co O 10' I 10' 11, 44 29 � 6 Q)0) O • 6 --7. co L4"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 PRIVATE ROAD OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. Le ivy•'0 "*'c'`,°�� • ° e e • . eve ' 27460 ° � • o• FsS�OWAI• ��G 11/18/2015 NO. .. v ►� N B _.. :. i t .. .. J'. N 89'53'55" W 2524' �� ll (PRIVATE) STA. 0+75.0, 9.42' RT. CB 1, TYPE 1—L I W THRU CURB INLET W/VANED GRATE 68LF., 12" N-12@S=1.009(PRIVATE)/ GRATE=295.78 - IE=292.78, 12"(E) (PRIVATE) ) STAT 1+43.831, 9.42 RT. PERF. PIPE CONNECTION CB _2, TYPE 1—L GR TE=296.66 IE= 2 92.10, 12" IE=292.50, 4" PRIVATE ROAD NOTEi 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, 811 FFIXEID OBJECTS SITUATED IN THE LOCATION HE PROPOSED ACCESS MUST BE CATED AFTER OBTAINING OWNER APPROVAL EXISTING SEWER STUB FOR 1409 ABERDEEN NO INDIVIDUAL DRIVEWAYS WILL BE PER CIN SIDESEWER AS—BUILT SS14002756 ALLOWED OFF OF ABERDEEN AVE. (PRIVATE) STA. 1+35.83, 13.0' LT. CB 3, TYPE 1 GRATE=296.20 METER TO BE INSTALLED IE=293.20, 12" UNDER SEPERATE PERMIT INSTALL 2 EAC H— 3/4" WATER METER W/1" SERVICE LINE INSIDE A 2 PVC SLEEVE WHERE LOCATED UNDER PAVED SECTION qEE.9A"r10 24LF., 12" N -120S=4.589 (PRIVATE) INT'X STA. 5+60.95 ABERDEEN AVEUNE NE PI STA. 1+80.83, SHARED ACCESS ROAD (PRIVATE INSTALL 2 EACH — 6 SEWER STUB "GREEN PVC EXISTING SEWER STUB PER CITY PLAN S -28250E; 1401 ABERDEEN TO PROVIDE NEW SIDE SEWER TO EXISTING HOUSE UNDER SEPERATE SIDE SEWER PERMIT e - � 16LF.9 12" N -12®S=2.509 �7 t., 37 i . F E -. j vA - NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL AND SUBJECT TO FIELD SPECIFICATION BY INSPECTOR F WATER SERVICES SHALL BE 1" SERVICE LINE F WATER METERS SHALL BE 3/4" IN SIZE NO SITE RUNOFF SHOULD GO TO ADJACENT PROPERTIES DURING CONSTRUCTION AND AFTER CONSTRUCTION GRAPHIC SCALE CHROETER LAND SURVEY SCALE we I=/lp, �► CITY OF DESIGND: D.L. OFFE, P.E. RENTON DRAIk � D.L. OFFE, P.E. ONE ROCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. F NOT ONE NCM REVISION BY DATE AP P R _ SCALE ACCOROMMY 0 10 20 40 6_m� � I 1 inch = 20 feet R-384904 RECOMMEND ►� N B r7 c0 O Dates Z tet- Datei By1 00 C 0 c0 Ln N 00 ; w co O 0� 6 Q)0) O • 6 o co co _ z N N N N N N N N J W 3 00 EXISTING RADE z 0 Z 300 - _ 4:1 d FINAL GRADE °• � � +1.299 w z z i .w ,, N � � w , 295 q m 2J5 68LF.9 1.2 N -12®S=1.009 : (PRIVATE) 290 Q - 24LF., 12"- N -12®S=4:589 (PRIVATE) :....... , 290 ©�- 16LF., 12" N -12®S=2:50% . (PRIVATE) w °0C)`7 CB#39 TYPE 1 I N s ; : GRATE* co w•w Cl- CC) IE=293.20 12" w rn00 _ . - 285 Imo �LO 285 .... .. ... .. -w , d N N w 0) 0) � cn 04 er- (PUBLIC) ; 0+00 0+40 0+80 1+20 1+60 SURVEYED:: vQncK: wwo t F WATER SERVICES SHALL BE 1" SERVICE LINE F WATER METERS SHALL BE 3/4" IN SIZE NO SITE RUNOFF SHOULD GO TO ADJACENT PROPERTIES DURING CONSTRUCTION AND AFTER CONSTRUCTION GRAPHIC SCALE CHROETER LAND SURVEY SCALE we I=/lp, �► CITY OF DESIGND: D.L. OFFE, P.E. RENTON DRAIk � D.L. OFFE, P.E. ONE ROCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. F NOT ONE NCM REVISION BY DATE AP P R _ SCALE ACCOROMMY 0 10 20 40 6_m� � I 1 inch = 20 feet R-384904 RECOMMEND D FOR APPROVAL B Date, Ith I /T' Byl Dates Z Byl Datei By1 Date, �Z KLINE/STROMBERG SHORT PLAT DOUGLAS L. KLINE ROAD /STORM PLAN &PROFILE 1401 & 1409 ABERDEEN AVENUE NE (ID r? 7� "_ 44 cry 11/18/2015 nEUMMM- PAGE: DW MNG W. STET: 4 CF 10