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HomeMy WebLinkAboutR-37580500 ,t It qql' O O d- T H a 0 z z w 0 J W 2 (n 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 KENNEWICK AVE NE EX. COLLECTOR BOX TRUNCATED DOMES PER STD. DWG F010.2 w Z r„LLJCL ENLARGEMENT OF END RAMP FALL UTILITIES SERVICING SITE SHALL BE DERGOUND 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 THIS STIPULATION MUST 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 6 FOR DETAILS. LOT NUMBER BMP TYPE MAXIMUM IMPERVIOUS (SQ. FT.) 1 PERF. PIPE CONNECTION 3,000 SQ. FEET 2 PERF. PIPE CONNECTION 39000 SQ. FEET 3 PERF. PIPE CONNECTION 3,000 SQ. FEET 4 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 3 EACH 3,000 SQ. FEET 5 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 3 EACH 39000 SQ. FEET 6 FULL INFILTRATION - 90 CU. FT. DRY WELLS - 3 EACH 3,000 SQ. FEET NE 14th STREET STA. 0+00 REPLACE EXISTING COLLECTOR INTERSECTION BOX WITH NEW 16 -SLOT NE 14TH STREET & KENNEWICK AVE. NE NDCBU BOX, SEE DETAIL SHEET 7 EX. COLLECTOR BOX - SL PE AT 4:1 STA. 1+46:'O, 8' RT. I i NOTE: SEE SHEET 7 FOR DETAIL BEGIN SIDEWALK° OF ROADWAY IMPROVEMENTS OF z 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 STA. 11+44.01 9.08' LT. CB 7, TYPE 1 (PUBLIC) RIM=245.30 IE=242.809 12" O Q O KENNEWICK AVENUE NE. c �� Z , : o Ln .... . rw:r (PRIVATE) Q !.. ... ..... .....STA. 10+38.7211-28 5'..LT. C9, JYPE 1 �. RIM=236.8700 STA. 2+18.0 w ._ I E=234.16, 12 x"O BEGIN VERT. CURB & Z z IE_234.66, 6" NOTES: GUTTER y w N; 42' DRIVEWAY CUT Y D :. �:: 20;,LF. .12 D.I. �p CB#2, TYPE 1- o m /@S'� 1.00% (PRIVATE) INTERSECTION ` ` B RIM=235.93 + �' ROOF' 'DRAIN SYSTEM .-_- STA. 10+00.0, NE 13TH STREET N IE=233.80, 12" r W PER CITY STAN DA D DETAI L R/ . • 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: 811 INSTALL ONE EACH DRY WELL 5' DIAMETER x 4.6' DEEP FOR EACH 1,000 SQUARE FEET OF IMPERVIOUS SURFACE (TYP.) 514i 10 0 Ln 0I -- ---' NOTE: DO NOT DISTURB GROUND IN LOCATIONS OF PROPOSED DRY WELLS DURING CONSTRUCTION (TYPICAL) - NO STOCKPILING :r ZONING CODE -BUILDING SETBACK LINE TYP. STA. 2+54.47, KENNEWICK AVE. NE W SOLID LOCKING LID / #225.00 (PUBLIC) .' t,.. ............ ..... , . ..... ... INSTALL SURVEY 1 � • C , O F P R IVATE EASM T ..: .r-• ;;', ,< O CITY F RENTON STANDARDS ��••}3 4rr�~^ • PER 0 E -- ;�. A .f ,. STA. 2+69.47 :;- - - - -'"' - - -�' - - _ - - - - Y`~ ►�`'� �� 30' ACCESS & UTI`LITY CB 1 TYPE 1-L �. :�- O PAVE. N OF KENNEWICK AVE. NE-r•r..�...................., :, r ,, . f T, 20 :: .. .•. ,.. 's..••r•!' .�.. •.. . :• .r ••:M ..'f - ..a,r l.. 4. ;: ,•: :•� r, :rn l . t •,1 �. N� ; i 1 W THRU CURB INLET O R E 32LF.2 12 D.I. @S=0.50% VANED GRATE B.,ti �- r ,. •. ��'-------------------- W/BI-DIRECTIONAL- -- M w Y S. 1.00% RIM=235.35rp ' E ©11BL4G F INSTALL PUBLIC STREET SIGN IE=233.64, 12 1 1 +Q 12+00 QAC 0 13-0 (PUBLIC)g__. __.,_ __... Nb 9LF., 12" D.I.®S=0.50%` 7"4LF., 12 =1-12�=9.59 11 OLF., 12"-12C�S'Y-8.17 0 1 „ y y - . . . . . . . . . . . . , ° NE 13th STREET IE=233.60, 12" (N) 6LF. 12 D.I.®S=2.00 STA. 10+7.4 9.08' LT. STA. 12+55.0 9.08 RT. 15' PUBLIC STORM DRAINAGE(PUBLIC ) CB 4, TYPE 1 (PUBLIC) CB 8, TYPE 1 EASEMENT PER REC. #9407131357 CB 2A TYPE 1-L FILTER VAULT RIM=237.49 �� RIM=253.69 W THRU CURB INLET RIM=237.45 IE=234.25, 12 IE -250.54, 12" W BI-DIRECTIONAL VANED GRATE IE=234.1 1, 12" IN (PRIVATE) END OF PAVEMENT / _ ) 20LF., 12 N-12 ®S=1.00% STA. 13+ 18.30 RIM=235.78 IE -234.00, 12 (OUT) STA. 11+44.01 9.08 RT. ELEV-251.00 " 15.5' LT. CB 6, TYPE 1 (PUBLIC) STA. 11+98.211 10.0' RT. IE=234.50, 4 CB 3 TYPE 1-L STA. 10+51.77, , WALL DRAIN -�� IE -233 93 12" RIM -236 01 STA. 10+70.0 9.08 RT. RIM -245 30 CENTER OF 45 PAVED SAC CURB RETURNS SEE SHEET 3 (PUBLIC) ' STA. 10+35.91,, 9.59' LT. CB 5, TYPE 1 (PUBLIC) IE -241.55, 12" ELEV.-250.75 IE=T 33.92, 12 RIM=237.49 IE=242.40, 12"(N) STA. 2+19.31, EX. W/ HRU CURB INLET(PUBLIC) IE -234.45, 12" PC=236.94 IE KENNEWICK AVE. NE A =25.00 L=39.38 DELTA 2=236.51 .......... N o z_ o o > � Z O + N . ... l -) cfl N (D . Q 00 .. I� IV) W t\ w z � O O .- o wlri °t\°. UO 250 z - + o v~i 00 o DELTA=90° 15'12" PT=236.05 NE 13th STREET N Q��� r- I I `T co n N W Co � N - - (6 - -� :+ ----- - Z N co � N I J o C r7 CB 5 TYPE 1 ��Ino STA. 10+38.89, 10 LT. co n 0- c6 n co n co n `n �v N m I� n !PUBLIC) r; I� o; n 230 RI -M=2,35.35 IE=233.64, 12" � � y (PUBLIC) dr 12" „ 0) 0 U-) In ton In if) r� u') ,� U-) YR WATER SURFACE co U-) r` I U-) N NN N N N N NN N N N N N N N N N NI NOTE: ALL PAVEMENT RESTORATION SHALL BE PER CITY OF RENTON TRENCH RESTORATION & STREET OVERLAY REQUIREMENTS & SUBJECT TO FIELD CONDITIONS AS PER CITY INSPECTOR. NOTE: DRIVEWAY APPROACH TO BE PER CIN STD. PLAN #104.3, SEE SHEET 6 CALL 81 1 BEFORE YOU DIG! OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. .f C:) .w o o o z_ Q 00 _1 > � Z z _ + �•I1 =Z 7 �449 O 0 cfl LL - Q 0) �- X r -- IV) W + w z � O O .- ® wlri © UO 250 z - + o v~i w o o � Q � > � Z z _ �•I1 =Z 7 �449 �pn, p w Y w Z PVI STA. 11+97.08 c� ELEV.=252.00 ® wlri © UO L , IE=234.14, 8 10+00 uppAxmv C -a *4 S7 fey �q. z' • ,p 27460 • a. o • SFS c/ STERE: ��,� S 1 ?,0! 5 'AL ` 05/18/2015 NO. REVISION V.C. =100.00' V.C.=90.0' O o o ►� o b� z > � _j z _ �•I1 =Z 7 �449 �pn, p w Y w Z PVI STA. 11+97.08 c� ELEV.=252.00 ® © I + 00 o N Q��� V I I `T co W nJ r-- N - - - -� :+ ----- - Z N _W1 � N I J o C r7 CB 5 TYPE 1 ��Ino ��00v JE=233.6G 12" 0- RIM =237.49�� 0 `n �v N m CB 1 "TYPE 1-L !PUBLIC) I E=234.45, 12 C° 230 RI -M=2,35.35 IE=233.64, 12" CB.#2 TYPE 1-L FILTER y (PUBLIC) RIM=235.33 IE=233.80, 12" „ L , IE=234.14, 8 10+00 uppAxmv C -a *4 S7 fey �q. z' • ,p 27460 • a. o • SFS c/ STERE: ��,� S 1 ?,0! 5 'AL ` 05/18/2015 NO. REVISION V.C. =100.00' V.C.=90.0' O N .; ; ��II ►� o z _ �•I1 =Z 7 �449 '-o0 ±CoCoo PVI STA. 11+97.08 c� ELEV.=252.00 In + 00 Q N Q��� V I I `T co W Q N - - - -� :+ ----- - Z N > J o I 20' SHARED DRIVEWAY CO 260 (PRIVATE) 010 PVT STA. 12+42.09 -j I -J FLOW LINE +2.22% EXISTING GRADE Lw PROPOSED GRADE �1° 00 2�c'� 0 o N� 1 0 0 0 io 11 © (n @ N .; ; ��II ►� o z _ �•I1 =Z 7 �449 n�0 Z Q��� w - - - -� :+ ----- - Z N . PUBLIC) _ o CB 5 TYPE 1 ��Ino ��00v RIM =237.49�� `n �v N m I E=234.45, 12 C° II N II FILTER VAULT PUBLIC m II ±NNmv-w II II ............:.......... CB 3, TYPE 1-L(PUBLIC) . RIM=236.012 YR WATER SURFACE 117=933=233 92 12" W IN FILTER VAULT w0) mco� �7_ w 06 CN II N- m� II of R-315805 11+00 12+00 SURVEYED• SCALE: vattIcx: MVD »ee SITE SURVEY&MAPPING SCALE HORIZONTAL: NAD 1983/1991 DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH DATUM CHECKED: AT FULL SC&E IF NOT ONE INCH BY DATE AP P R SCAE ACCORDINGLY 13+00 - CITY RENTON Planning/Building/Public Works Dept. 250 240 230 ' GRAPHIC SCALE 0 15 30 60 1 inch = 30 feet RECOMMENDED FOR APPROVAL By; D a t e 1 ,.5p-- 24.20, - B 06 Date= S ! By. Date; By: Date, SHELDEN SHORT PLAT 05/18/2015 SCOTT DO N OG H HOMES, INC. FIELDBOOK: PAGE: ROAD/STORM PLAN&PROFILE DRAWING NO: 1318 KENNEWICK AVENUE NE SHEET: 5 OF- 18 Rill A r �E r t�