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HomeMy WebLinkAboutR-419923390 T C) 380 0 I LI I— V J Z W 0 OC Q G W Z Cn Z 0 Z W k.l 350 340 330 390 380 a Li 0 a- 370 U Q a I I co C/-j� z I I J J00 mQ X 360 � J m U] � Q I N U oN ::Dm 350 a co Q J 1 X I / X c N � N 340 Q� UIU) CD J Cn 0 1 X 330 Z N.......................I...................................... O r7 I I N O .......L, I ......................................................© _- Q O:f O N I _ SAME STRUCTURE 1 1 1 i�10M NCIO i L7 S[ � I- nCfl co: oo Y M n � U-) M M Ln LOI W -� r� r� ^ mo C732 -.) .^WO i^il Z v N Ln N.� (n. Z N cfl co . Cat � �...,� .+.. N Z ..... Z Z s .... , ,... ,. �..... p , �, ......... �"� ` CU Q • I Q? M O N P`i� 0 N O 0c: N CD �? II I IUJI elJ i € O rOn O rOn II I o0 ° I I I e I 00 II a0 -4 II 1>N00 € 00 N II L, I E— Ob II II 54 LF 8"1 DI SD @ 1.1 v� BUILDING WALL rn rn 1 PER ARCHC.0 1 Q O II to II .......................................................................... .............. p N': ni H ZD Z O _ co; U r7€ II` O W O W p Q EXISTING — — GRADE — — .................. .......................... 6:25"....WIDE.....T-R....0...0%...................... ... ... ............ BUILT—IN SLOPE ° O 6" SD .........................SEE....PROFILE.....4.C71..1 ....................... ....... ................ .................. f 6.25" WIDE TR @ 0% BUILT-IN SLOPE 4" FOOTING DRAIN u 49 LF 8" DI SO @1.00% 2, ........................ 6 SD.."..................................................................... 6..0...%. SEE PROFILE 1 /C71 53 LF 8" SD: @ 1.00-%. 0.98% STORM DRAINAGE PROFILE 390 390 380 380 370 370 360 360 350 350 340 340 330 SCALE: 1" = 20', H 1" = 10' V ° I C700 I SAME STRUCTURE ' r————————— — — — — — I I 15 330 Nw cn I co � I STORM DRAINAGE PROFILE 2 STORM DRAINAGE PROFILE Ln J C, m co SCALE: 1 " = 20', H 1 " = 10' V C700 SCALE: 1 " = 20', H 1 " = 10' V O �Q O I O X O �o Q) J CD OI o I O U N CO I � o O J O m O CO O Q N 1 / X U � E> N NOTES: I aN �X 1. ALL STORM DRAINAGE PIPE TO BE PVC UNLESS NOTED OTHERWISE. i c.� z w co x m� CONSTRUCTION RECORD DRAWINGS I m THESE RECORD DOCUMENTS HAVE BEEN I Michael Ruether (THE I Dakota Simurdak (THE Cn 00 PREPARED FROM THE CONTRACTOR'S CONTRACTOR OF RECORD) HEREBY CERTIFY SURVEYOR OF RECORD) HEREBY CERTIFY REDLINED MARK-UPS OF THE CONSTRUCTION J a m DOCUMENTS. THE ENGINEER REVIEWING THESE THAT THE FIELD MEASUREMENT INFORMATION THAT THE SURVEY INFORMATION SHOWN ON 1 CIVIL CONSTRUCTION PERMIT rn RECORD DRAWINGS HAS NOT WITNESSED ALL SHOWN ON THESE RECORD DRAWINGS THESE RECORD DRAWINGS ACCURATELY x ACCURATELY REFLECTS THE FIELD CONDITIONS REFLECTS THE FIELD CONDITIONS AS OF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL THE ELEMENTS OF CONSTRUCTION AND IS 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NOT RESPONSIBLE FOR ERRORS OR AS OF 10/29/2024. 10/29/2024. 4 CIVIL CONSTRUCTION PERMIT REVISION N OMISSIONS IN DATA OR CERTIFY THE 5 GRADING, STORM, AND PSE UPDATE ACCURACY OF THE INFORMATION PROVIDED x ��fiad leaedew x Dalota ��ra hl X BY THE CONTRACTORS AS -BUILT REDLINES. NO. REVISION o 390 370 360 350 340 330 3 coo 18" SD I I\ :SEE PROFILEI 12 LF 8" SD 1 /C711 I : @ �% 0.96% 30LF8"SD@�/I: 12LF8"SD@ :.......................1 0 9 %... t........ 1 13.15% i 390 370 360 350 340 330 ro Im 44 rU') rU') iM00 W Z W (n N cG •�• N i ........... LL i......1 LU Z ! )..�. i.................. Oo W M Q M Oo X M ILIS II II II 00 O Z O N Z Km O tri..... r....L•,J....W..... ....... p p............. t...'....... ..s...Z...W...W ............. co co QO N W Z I W p C) X X (n U 0o W W — PRIMARY & TELECOMM DB (2)=4" PVC, (2)=6" PVC (2):: 4" PVC L.F....8"....Sp.....@...}.................................. 0.52% 390 370 360 350 340 330 o 6 N Ln LO � Ln Ln CO ti:iLf? LO^ r� ro Lri Lri L(� o C732 n 3 M 3 p O o w � z w w 'L EX X °O (n — al .................................................I.................... I.............................................................................................................................:...............................................I...........................:.............................................. z O Q cck:Cl- o D QQ06 r W U WPM W� WM 17 � N00 O Q p II II 1 II 0 I— nj I I O r7 N Q c I I I'~ � II CJ U I X oMo O OWO — oSTINGEXI ..............................................:................................... ..... I --............. IO a�t� GRADE cCD �WII Iw (n0- 00:N cnm�� NCD ��w I I FINISH GRADE M — — 0 CD x X C M K 10/ 19/21 TJE SURVEYED: C M K 12 20 21 TJE DESIGNED: CMK CMK 02 18 22 TJE CB 06 17 22 TJE DRAW". DC, JYL CB 12 20 23 TJE CHECKED: CB BY DATE AP P R APPROVED: TJE 10 LF 6" DI SD @ i-:96sy. 16 LF 8" SD @ �-00 1.................................................................................................................................................. b 0.58% 4" FOOTING DRAIN 13 LF 2" GIP FM @ 0.00% BIORETENTION PLANTER 01 BIORETENTION PLANTER 02 MIN BTM AREA=1150 SF MIN BTM AREA=282 SF TOP OF MULCH LL=559.50-359.20 TOP OFI MULCH EL=3158.75 359.17 VOLUME=7.04 CY VOLUML=10.65 CY � I I 6 LF 6" DI 1 @................................. 25.09% 36 LF 8" SD @n1 13.35% STORM DRAINAGE PROFILE SCALE: 1" = 20', H 1" = 10' V S J.WA 3 A 4276 Jul.al 1811 �'oc4" ISTEg�'�y� 1601 5th Avenue, Suite 1600 SIONAL two business days E� Seattle, WA 98101 before you dig 10/14/2024 206.622.5822 www. kpff. co m SCALE. VEgn_ HORIZONTAL NAD 1983/1991 " AS SHOWN CITY OF � RENTON ONE INCH DATUM " AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. SCALE ACCORDINGLY ®........................................................................................ J 2" EX GAS 6" EX W :. PSE PRIMARY DB (2)-4" PVC, (2)-6" PVC TELECOMM DB (21)4' PVC 4 C700 390 370 360 350 340 330 0 10' 20' 40' 1 inch = 20 ft. HORZ 0 5' 10' 20' 1 LJ ON H • H T N a J IN H H T N R-419923 `� 1 inch = 10 ft. VERT z W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 a w U) Z RENTON SUNSET GARDENS 10/14/2024 2900 NE 10TH ST, RENTON, WA 98056 z FlELDBOOK: PAGE OI­_ DRAWING NO: C710 W S" STORM DRAINAGE PROFILES 23 �`44