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HomeMy WebLinkAboutR-43882300 OO C'7 It O It 0 LU �.. .. �............. .. - .............................•.•...•.•.• :.. . P a 6' CLF ........... ".' .PRLVAT.E'.LNGRESS/EGRESS".EASEME.NT.......... �..,......................................f"......... ^ .. �� T................./................... ........................................................... •.•.•.•(:..•... _ 4 ;., ::':' V:.:.P.ER.'�As�M.�1Vf'AGREM.�iVTWZTH R.IGH a FBiL TI IES VERTICAL DATUM -........................................ G......... �` 41k�..-.-. ............................. ............ �.. ...::.;.:,!.., �. 6'CLFANGLEPOINT :.�........'AF....................?•.'.......... �;::' '.' 2.........'....�... r' •p,:' '....... 1 ° EXIST. CB2' ::::..... '..... 4:..:: fi 6' C !�.....f..I........................... .............0 1 •''' `......': ..: D6 BEARS S84 11 E, 0.6\........:....:.:.:.:.........:...............'..,..• .:. .. �, Ln � NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL ,f .,''Ru yr FROM CALCULATED .• I T M BENCHMARK NETWORK) (NGS2018 GEOID -USED) .O' '` LOTCORNER �'. �' +' c o . ........ ... ... A ,4 .. ....... \Y 6� �' i :. % ...' 6' CLF G v �' �. UNKNOWN USE 0 N r �•%W;�7 PROJECT PRIMARY BENCHMARK: 1 LEA 2 1 MAPLE ' 1 RIM-21.9fi' 1 P NOT PART OF SURVEY •:.y �• N W W G CITY OF RENTON CONTROL ID. 1895 �-� `it'' T r , . .. (TAX PARCEL NO. 334040415 M (T D) v .elMAPLE °•°�•' ' PUBLISHED ELEVATION: 25.702' NAVD 88 ........... ... .. N ..... .4: �. E' �.............. I N �::%: %/ D.5' DESCRIPTION: PSE. EtEtT.f24ItAt.. '/: 1LE ...................... .. ° H P ::!::::::] "" """""" O "' � • � • • • • "' " ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF OHv -.-.-EASE.. �d I Pf AFN... .NKNOM Z ...n. .. .:: . ..'.'D.ECiouou.s.'. .. �'.'... . 2 12 259d .'}.. ... ' 0 ... 'P 00 80 E/c LIND AVE. SW AND SW 16TH ST. .y' RAMP ................. ti I \ ... �J ........... y! ...... ...... .. .. , . . �.. ... .... C Q I:. ....... •'a . C%. •. •.'. .... .. .. ............................. ... .. . . C .G: P..... " "' PROJECT SECONDARY BENCHMARK: J ..... .. EXIST B4• r:c... S C 6' CLF0 1' M , ...... 1 �a o 0 .I. • CITY OF RENTON CONTROL ID. 1891 G ... u o a ........ STOP / ..... ............ 'a .. :,..',.. Q IDuous.'. ................. �......... ............................................'..'................... ..................... ... ............„.<',.::; PUBLISHED ELEVATION: 24.1568' NAVD 88 I ................ . ,� .. . G. p .................-%%%%%..............................................`%%%% ........ sn...:•:•:''::..... .C/..... ... ....................... .............................. ................. ..... ................ ..... ::::::: ... / PE ERFNZ ©303270U,0924;OtJ5;E - , 51:�- OBSERVED ELEVATION: 24.06' NAVD 88 . •.1.•....... .......... ............... PSEM EM1IT� ; '' ...... . .......... .. ................ ...... I' ti' .......... .:.. .............. ....., r n �'. :9 ' DESCRIPTION: ':':':': A; 3: \ ******************* * * *.... .. ... s0'. P T R .................... M ... ................. ..:.:..... :... MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT J ..................... .'.. �/ . Z , ,....... P BA ....' T. RM... ...................... ............................... N ............... ................ A BRIDGE CROSSING OF SPRINGBROOK CREEK. ... ..o....... . O ff..................... . '.' '..' .. .'.'.'.'.'..'.'.'.'.'.'.'.W . '..'. .... '.. .'.'.'..'.'. .......... , . � .'.' �'.' .... .. �. C.... SU R Y uNkadWN usE......... � ..... ............ - . . .. P 1 ......... 10.00.:: l.. ....................... I.. s �l�i ... r�.. .. •- .... X PAR L. N. IM 2 -206'. ............. .. 7 .�r�. ....... . . . \. . . . . . . . ...�..... �§e'iUkfh ktR..SI0........................................ / � 3�4o i o........................ .............. ........... SITE BENCHMARK �CL........... Bz'........L.............. ... - * - ---ENT.�ER.AF.N........... o. .....:::..........'::::................ o......... �..:...:.;..................... ... OBSERVED ELEVATION: 27.41' NAVD 88 .a •! .................. I i.....30 0' 2003'012'8002'59.1 ................. E/C.. . / . ... ...I:':•:•:•:•:•: .. DRIVEWAY' I . I ti .. ` \\ .: s+ 5.5�................. DESCRIPTION: ....... o.....'....1....... � I .....'.'.'.'.'......... ..AV ....................'.'.'.'.'...... .. ....... . o . s y ............... EXIST::.. 3..:.:.:.:................................�' �..... 5.(F.''. . . ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW O 6..CLF . I• SERV�CE.CENT�.R GRADY WAY AND SENECA AVE. SW DIRECT'IO'S S.I. I... �. I`ie.. �. G .. .. - 4 : _ RE i ..../ ...... . . I 5BASIS OF BEARING o .•:•:•:•:•:•: ''''''II'''' E1�.. I Gam.:: I�', i.A. 6'CLF S _�. UTILITIESEASEMENTTOTHECITYOFRENTON • • i' f• .. . . " '? SS�RECi 03 2 / 09 PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 •' ;: ' HELD COMPUTED NAD 83/91 WASHINGTON STATE PLANE NORTH ZONE ,. GE. .. o. ......... . ,,. ..... T�j� .... :.'',::: �� RECi 6' CLF Q IC F A ......... (ENCOMPASSES WHOLE VACATED ALLEY).�. ........ .........OPY......,.:. •:._ ..:�:. ss� /I' ''''E/cGRID BEARING OF .... •�.,....... .C/G MAPLE'. .. .... ...h. ............. .' ._ (.: YWI :. "•"'''• °'.. '..• :: ;.., C�� 7°2g'1O' E (f� 6 LF ° p •.•M.f • • • • .. """' . �. y. t ` "'., RE N7 I . c NORTH 89 43 16" WEST BETWEEN A MONUMENT FOUND AT THE I I BUILDING FINISH FLOOR A SS� 119.92' :.:..�.:.:.:.:... �........ INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF �................ .. 1 ....... ........ .... I . `c:b C: C� I...... .. PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES ,•,•,.b..,,,,,,�,,...o... II:, ? t.A RRI\/}p' �'.....' +SS�R •'•' '''� / " 20020612000622 NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF •''". ''••••••••• f' G. C _.:L : ry REC "G .' L \ SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, �,.....I... ;� •.:...':C �.: S I... \: RESPECTIVELY. w..:.: c,: �` �....... ....... _ ., V) . E/;�' ; f SS REC /'.. �`1. I::: I D' " ' . '. ' P ...I. E ' FND1/2"REBAR AND CAP STAMPED I,', "L81%35"I �. E/C REBAR BEAR5588"24'33"E,023' T,,,,I n,_^0. `� �.�HORIZONTAL DATUM :::::::::::' 'r ........ I• C/•G• . FROM THE CALCULATED LOT CORNER BU.I I F i........ A.. 4 VISITED 11/18/2024 •'•'•'I'•'•'•'.'.'.'.'.'. $ W, ,,' , ...... NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY .r:..•': • .......'FkQ. :E I' F....... d ... UTILITIES EASEMENT TO THE CITY OF RENTON �j� gAY I •'•' I •''' Y THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK • ... i PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 ...... I 8...... . EC>.... "` �.i' (ENCOMPASSES WHOLE VACATED ALLEY I I UNIT OF MEASUREMENT IS U.S. SURVEY FEET ...:....... o ) > :YA '.� I .......... ALL DISTANCES SHOWN ARE GROUND :...:.:. ' T Cod N : '". CONNECT EXISTING BUILDING �.. . G. �`...:. .....� ...I I o',', , , , , I A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) q ' ....: ROOF DRAINS, CONTRACTOR TO pNv....... ......... / 'E/C- I 09 WAS HELD AT CITY OF RENTON CONTROL ID. 1895 .............�......... v1' :.. .:a;, / POTHOLE AND VERIFY DEPTH I .. .....C./.G... ``CLF: a..jo •;.'q ;�y, ... 130 LF 6" PVC SDR 5:@: }�0::25, yo %,' Rfk/IN PRIOR TO CONSTRUCTION. "� I 6' CLF PSE.IELECTRICAL.... LF .... . 1. � EXISTING STORM j./ 6..... I __] , ... En NT PE$�AFN..... ' .: .: oN : • PIPE TO REMAIN o1zsaz591: EXISTING 13 LF 6" PVC SDR-35 @ 0.50% I ,' OL. N:. .:.� / I I o'''''''' I :......� ...'....:': BUILDING I I� {LF UTILITIES EASEMENT TO THE CITY OF RENTON W....'.'.'.'.'�'.'.'.'.'.'.'... LF B L D G aFN 20020207002539, CITY OF RENTON ORDINANCE 4942 L'.'.'.'.'.'.'.'.' .MAeW ,: A,• '1 :a' (ENCOMPASSES WHOLE VACATED STREET) QF > ::............ FF. _ 6' CLF ANGLE POINT 1 "" 1 G6 :.:: • ADDITION I BEARS N53°23'W, 1.3' FR ULATED LOT CORNER P.......... 21 1. `" �' CO #7 �- I '';'CJC, 8' CLF END BEA��s° R'iN, 1.0' FROM CALCULATED LOT .. . ... .' ..''''.''.. 0 .. RA/tN .M ........'.•. ATE I I ................ p:,•',.,„ - EXIST. CB1 ... ♦♦ ♦♦ ..... .. c J.... A n ATE 6'.GL•F•'.'u :.:•.'•'•'•'•'.r.... t' <�' 21 LF 6" PVC SDR-35 0.25% h..�/ .... ..<.. � ':..p a @ BUILDING FINISH FLOOR AT �2 1 ��` : o', t` CENTER OF PED. DOOR \ I EXISTING STORM ' :........ �... _ \ ° -;\j�J ^BELED "SPRINKLER ROOM" 1 PIPE TO REMAIN ..:`U :::::•:•:::::::::: R ' ^ CONNECT EXISTING BUILDING ELEV=21.95' NAVD 88 �, ' / _ _ 1 CB #1 _ - I o .. ROOF DRAINS, CONTRACTOR TO , _ CUT AND CAP SEWER , . 0::::::::•::•:•:•:•:•:•:•:• ' s� ••••• !•• • • • • • •' * c, MAP . • POTHOLE AND VERIFY DEPTH W AT PROPERTY LINE ........ N .4'.. . ;'a PRIOR TO CONSTRUCTION. I \ oI J - SG ..:. ...... 108 LF 6 PVC SDR-35 @NI.S�Oo DB' ... &11 APL% 1 _ 8' CLF -20 p I ... .... D B' �'. _ ' - I GATE 8'/6' CLF INTERSECTION 1 Q 6' CL ........... ................. ` � W STORM RUN 3 k 1 _ _ ......... c� :.`.� BEARS S79°15'W, 2.9' FROM THE 8' CLF "'.'.'...'.'.E/G. �' o' R s� W (- SH T C3.4 5 h6' CLF CALCULATED LOT CORNER - - _ 1 � +. ivv 1 L........:; �. w _ _ - 1 , w ss a \ I �P ls' CLF I4 p \ .....::.::.:::....I........ _- , - j1AB,LD ADDIT SS __-- 1 � 1 8'CLF - 6' CLF E TRANS TI0N�_ Ux..:::I..............:*.............. .. , ( - i _ �_ . _ -?_ \ 1.0' - V. G i' CLF/6' TEEL f .. b., I A _ ' 'j 1 22 ��'� SS \ 6�F-8- _fP 46% 1 \ 8' CLF aqL _ , - �� \ "72.00 Q �- L •:•:•:I:•:.:::... .: - - " DI CL52 @\0.25% INSTALL �T 1=0AM OR EQUIVALENT 1 .*.,I,*,*,*,** /*` * * * * * , 0+ y/ // �-� �O1 \ MAPLE \ \ - a ° I WHERE 12-INCH OF VERTICA\ - o �I / ho kXISTING �\ :':::: !':'::..: W. / _ 91 LF 6" PVC SDR-35 0.50 /o /� `h' i ' I f \ \ I I DETENTIO\ .� _ - - 1 I @ SEPA ATIOICANNOT BE ME \ I I I ` r 111 / :: ::::. �6 ; W � - _ , - \ o � /so � 1 N I I I I POND TO I II I I M 1. CB #7 _ of s �r Xo / 1 0 Q ` � ::::: _ -- - - - _ - O ( c, I a \ N I I I REMAIN _ I I '.' %/. :W ....::...::::: . �'I.. ' � - - / a SS _1� 1 `L c\ CO #6 a 1 """"" % \ cv 103 LF 6" PVC SDR-35 @ 0.25% W .. :I .,, >': _ - - �� I CB #6 \ D I I i IE: 17.00 6" (W) I I II '16 LF ..:PVC:SDR�35.@.0,25%..:.:DR��E9�,A v,° SS \ Sp 1 � FI I I 6' CLF OUTLET I 2 STORMV .... �..... GATE SS 1 / `rp 9 LF 6" PVC SDR-35 @ 0.50% STORM RUN 2 - �� ..._1, : .�::.......... . �., .' `: P \ SHEET C3.4 \ o i C3.5 STA:12+ 3, 0.00 \ S� CO #5 \ I0 1 1 cam, I i PROT + / POND T. .................:.•.•.•.•.'.:... � � 28 LF 8" DI CL52 @ 0.25% \ I �6+1 y \ \ a 128 LF 6" PVC SDR-35 @ 1.13% \ 1 Fi+ 0 -i 7 :::::;; f:.. r§:�r \ 7:6I I , I I I 17.55 8" W o I �' j/j/ `1 \ x0. .,. .:, - " �: ... . : .:.... 1 ., � .. .... :-- � j.. ... : *. . .- � CO #4 p . - CBI # ( ) I N :.„� v Oo \ I I i i I I I cv _ 1 1 D �j, - - \ M CB #8 I APPROX. I 0' I r I I CB #5 1 4 \ +p0 _ - _\ I I I ", n �' AM %: .. 14 _ - _ - _ / i I I I POND BOTTOM I I N -Its \ p _ CB - _ 69 8" Ef� eL? 0.26 /o / ( o _EG: 16.50 I I 7 � 1 -- _ P Im I I ' 1 0 _ p - / I 1I8I F 8" CEP @ 1.48°o I I \ -p - - I II _/ 01// -20 _ - � / � / .. ^6' CLF _ D 89 LF " @ 0.25% _ _ _ _ _ _ -21 0l ` ` � 6' CLF / / \ \ � _ - STORM RUN 1 _ - - - - P / - 7 6�L5$/o 19 ` �r8 , rye. I I I Tom \ ` _ _ ' o� �_ \ E SHEET C3.4 p 22.00 - _ - -_- - - �--�o W . . `� 1,, ,,,�\ 57 LF 8" DI CL 0.25% 1� CB _��� -- - P I \ - - _ �,- - _ "- 6' CLF 1.2' _ -- -� I I -- '_1 - -- .. _- _ I I L h' ( I-+ / `'' . 1. - - - - - P p :: ____ S86°2o'10" D4' I I 1 . . . � - - _ o R:.1ro - I CLF 391.52' D,] 6' F _ - - 6' C F 6' CLF INTERSTATE 405 Know what's below. Call before you dig. � T . , �VO� OY WA Sg 0� 11r_" ��.� ��GISTEg�9 �SSIONAL ��G 05/15/2026 T A C O M A • S E A T T L E S P O K A N E • T R I- C I T I E S 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB `6' CLF EXISTING POND TO BE REFRESHED. REMOVE ALL DEBRIS AND SEDIMENT BUILD-UP. REMOVE ALL NOXIOUS WEEDS. POND OUTLET TO BE CLEARED AND CLEANED. N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET STORM NOTES 1. PROVIDE 4" PERFORATED FOUNDATION DRAINS AROUND BUILDING FOUNDATION. CONNECT TO STORM SYSTEM. 2. PROVIDE 6" PVC SDR-35 ROOF DRAIN LINES AT 0.5% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 3. PROVIDE HERRINGBONE GRATE INLETS FOR ALL CATCH BASINS PER WSDOT STANDARD PLAN B30.50.03 UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL COORDINATE AND CONFIRM DOWNSPOUT ROOF DRAIN LOCATIONS WITH BUILDING PLANS PRIOR TO CONSTRUCTION. DOWNSPOUTS SHALL BE COORDINATED WITH FOOTING CONSTRUCTION TO ENSURE ADEQUATE COVER. STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB #1 RIM = 21.59 TYPE 1 IE = 18.90 (8" S) N 173874.77 IE = 18.90 (8" NE) E 1296386.65 CB #2 RIM = 21.60 TYPE 1 IE = 18.50 (8" W) N 173790.74 IE = 18.50 (8" N) E 1296405.48 IE = 18.50 (8" E) CB #3 RIM = 21.60 TYPE IE = 18.64 (8" W) N 173778.29 IE = 18.64 (8" E) E 1296350.24 CB #4 RIM = 21.60 TYPE 1 IE = 18.86 (8" NW) N 173758.79 IE = 18.86 (8" E) E 1296263.78 CB #5 RIM = 21.66 TYPE 1 IE = 19.00 (8" NW) N 173795.86 IE = 19.00 (8" SE) E 1296220.61 IE = 19.00 (8" NE) CB #6 TYPE 1 RIM = 21.40 N 173815.39 IE = 19.07 (8" SW) E 1296240.61 CB #7 RIM = 21.17 48" TYPE 2 IE = 19.15 (8" SE) W/ SUMP PUMP IE = 19.32 (6" NE) 0.4CFS @ 5' TDH IE = 19.32 (6" NW) N 173835.29 IE = 18.50 (8" N) E 1296174.69 1 CB #8 C3.6 6x12 BIOPOD RIM = 22.93 UNDERGROUND VAULT IE = 18.32 (8" W) N 173792.17 IE = 17.82 (8" E) E 1296477.46 CO #1 CO RIM = 21.37 N 173976.94 IE = 19.68 (6" S) E 1296166.26 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CO #2 RIM = 21.38 CO IE = 19.36 (6" N) N 173847.01 IE = 19.36 (6" SE) E 1296163.19 CO #3 CO RIM = 21.95 N 173855.79 IE = 19.22 (6" S) E 1296253.46 CO #4 RIM = 21.85 CO IE = 18.76 (6" E) N 173766.96 IE = 18.76 (6" N) E 1296273.50 CO #5 RIM = 21.85 CO IE = 17.31 (6" N) N 173795.13 it: = 17.31 (6" W) E 1296398.36 CO #6 RIM = 21.90 CO IE = 17.26 (6" E) N 173804.01 IE = 17.26 (6" S) E 1296396.36 IE = 17.26 (6" N) CO #7 RIM = 21.75 CO IE = 18.90 (6" S) N 173909.80 IE = 18.90 (6" E) E 1296372.49 EXIST. CB1 RIM = 21.31 EXISTING TYPE 1 IE = 19.00 (8" SW) N 173898.95 IE = 19.00 (8" N) E 1296401.89 EXIST. CB2 EXISTING TYPE 1 RIM = 21.46 N 174067.99 IE = 19.69 (8" S) E 1296401.66 EXIST. CB3 RIM = 21.20 EXISTING TYPE 1 IE = 18.75 (8" S) N 173985.44 IE = 18.88 (12" NE) E 1296176.98 IE = 18.77 (6" E) A, U T T (D C) N a J N Ir 0- R-438823