The URL can be used to link to this page

Home My WebLink AboutR-43882100 00 It i C) W I- �.. .. �............. .. .. ............................................................... 6' CLF �' �• ... •.. . 2.T" '' . PRLVAT.E.LNGRES EGRESS .EASEME.NT.......... .... �..... ..........�.. 4 <., .; .......... ......./.:.:.:.:.:.:.:.............. ..................�..T........�...�IfV TIES 1/ :. P F...EN..•AGR�F ..EN ZTH RI.GH ..................................... •.. .A.; ..'.. . �........................................'..G......... _..,.. N. - ........,..... AFN'2il'02i61�GJOi62?'..'.'........ D' 1- - 6' CLF ANGLE POINT 2 .........1. ...... .....................�`r i... 6 '.. ............. o BEARS S84 11'E, 0.6' �.' - .................... C 1 In �r �:% =` ` FROM CALCULATED G o r. 4. rn . ............ f � MUi �0 LOT CORNER ,,yy.0.. ; ;' ° o . ........ Y .e ... .. ... v . i �... 6' CLF 49 0 v C� UNKNOWN USE H r �. aEANDUT 1 2 1 MAPLE 1 RIM-21.9fi' 1 NOT PART OF SURVEY •:.y WLn G W `it. T r TAX PARCEL N0. 3340404150 M .• MAPLE •�C�'•• ( ) V / M ........... ... .. N .............. N PSE. EtEtT.f24ItAt.. / H P 0 HU 0 M PLE 8, o ... EM Ids Pf AFId :EAS. llN KNOWN' .�... H U ........... Z A � bE Y' u5' .. .. 200 OT28 259d / c Puo . . 'P 0 O ECco I f2AM P �% : I': C G. .P..... EXIST. CB2 }:':: J o I:. ' E:C... RIM: 21.46 0 a 0 G I �....'.... XI.........: •••'�• 0U V. f 4. De muous .. ::... •W EST TEIEOM7•UN{YTIOtS4SEMEM1T ' \ .•.. ... f/0.. ................. dB4..n.....E..... sl... . .o .. O2J •.G.'..'...'...'...'...S..'7..'..'`.'.P.'..'.B.'..'A..'..'.��.... "„/ •I ... ...•�WEA•.RL. 1K.;4.E�...R.. '.. S."..... . ...f. .. ........:��...... ... ............................i..y. �............. ....M 3F • � •••••.... .•.. : ` ........•................ .. 1.r....................te ._''''. .. .... . • 3 : 0. .•••� C �.:................ ... TfE'L.POS.T. 2 9.... ' NOT P RE.NTON: a ... ........ : •::..:::SUR '.:::::...:::aWNS' •••• .'•••.••�••....:.•....... (TAX PAR L.N.ANDUT4......... ........... .�, W. 3?40..am.............. ......:...••••••.15L.......... ................ ... ..... 8.2'.. SEMENT.ifR.AFN........... o...:::::::: .... ...o......EA 300' 200301280025q1.....E/�....... ' .. . . ...............................DRIVEWAv EXIST B.......... ........ ... s ... RIM: 21:, �. \ ' . o 1 $ERVKRE ENTER 6 CLF :193- I ... TIO DIRECNS SI . G E 0 l JCS: '.?; .. 6' CLF 1 o I. ::::""" G ': 09 UTILITIES EASEMENT TO THE CITY OF RENTON ...... . ............ r I E.G:•. 3.1' 2 PER AFN 20010906002177, CITY OF RENTON ORDINANCE 4914 ,,. .'.'.'.'. ......... \ .. MC / ENCOMPASSES WHOLE VACATED ALLEY y'I ,: 6' CLF ^ ) Q' jC F ./ � N.O'PY'.'.'.'.'. -'ram': � � �.;. .;.;E/C... ::: \ Y .,..�I�•••,,�� :...h..... .... �E-cN77°' '�•''•'• ,, c� 6' CLF..f..............y.`SS 2g P M I .�.'BUILDING FINISH FLOOR .... ..119.92..'...'.. \ aj CENTER OF DOUBLE PED. D � 6' CLF cn.�,s...... .-, PRIVATE INGRESS/EGRESS EASEMENT �s� ELEV=22.03' NAVD 8 .... .... PER EASEMENT AGREEMENT WITH RIGHTS AND RESPONSIBILITIES �. r FA Q 1 R:AT41P, ",•; (R .....� / AFN 20020612000622 ........ II.. G L I Cam N +. EG: 2 EG •• G F,,........ TEJc. a �......... D P....... E € 1 FND 1/2" REBAR AND CAP STAMPED I ..•� /^ /r REBAR BE .......... .,......... I. s 1 J ARS S8B-24'33"E, 023' I 0 ....I .............. .... FRO M THE CALCULATED LOT CORNER •B•I •l1 t r AITC• , , , , • I • VISITED II/18/2024 .•.•F.�� `",F', BAY I ;'.',I,','.';;;:'.'.' UTILITIES EASEMENT TO THE CITY OF RENTON 1 j '• PER AFN 20010906002177, CITY OF RENTO"-RDINANCE 4914 .'•EtE �. j 8..... . o. i (ENCOMPASSES WHOLE VACATED ALLEYS rA Yo . .G. fT g �...� n........ ONE ..... / ED EA 'C3.2 I ........ I........ I , Ra/w " PSf.Iff ELECTRiCAL .. LF:..:. ..E./.0 . . ;.. I.:� EA IVT P,EAFN, I EXISTING ST I N G I... �N 21.75 EG:I... 01Z80 2591 ?' / / GRADING LIMITS ...... I A... ..'.. . CLF BUILDING UTILITIES EASEMENT I, E CITY OF RENTON \FN 20020207002539, CITY OF RENTO ORDINANCE 4942 �........I I EXIST. CB1 W....'.'.'.'.'�'.•.•.'...... LF .. • I RIM: 21.31 .M�C¢ .;''�a (ENCOMPASSES WHOL VACATED STREET) >::::::::::::►::::::::::::::::: FF: 21.95 _ 6' CLF ANGLE POINT DGf; ;,: _ --AREA DRAIN I BEARS N53°23'W, 1.3' FR ULATED LOT CORNER P .�Py8'CLFEND BEAV,91125°48W,1.0'FROM CALCULATED LOT u......TE . 64 B L D G 8' C� ♦♦ FG: 21.80 (SATE 6' OL•F.'.' i.+. ':':'.'.'.'..r......... ,�� <� •'' 1 h BUILDING FINISH FLOOR AT1,�� ADDITION CENTER OF PED. DOOR \ FG: 21.95 I EG: 20.67 I .. 1 ......'.'.'.'.......:. _:.�V LABELED "SPRINKLER ROOM" \ ' 4 /o I 6'' R ' ELEV=21.95' NAVD 88 ..= NRIM:I - :�::::::::. M .o / 2159 0 _4 S[� .f: 1 LO J D S ......I. u.C. iz FG:21.95 .. ' L _ _ �N 1 1 08 WAPL FG: 21.55 `,,:. W EG: 21.50 8' CLF _20 P ... to . : _ FG: 21.95 8/6' CLF INTERSECTION 1 Q 6' CL .. ......,.. :` G: 21.90 B L D AD N 5.46 ) ��6' CLF l FG: 21.2 BEARS S79°15'W, 2.9' FROM THE 1- - R 1 O f CALCULAT ER i -- Rp/Nj .r 1 ��7 8'/6' CLF I.:.::.... FG: 21 0 C.B.#7......?• = 1 1 SS I P BEARS S v C' �' ' 1 8' CLF 8' C F \ 6' CLF CALCULF F.M';2;1;'�1'7';';';';';' I F f y�� • G 1 % SS fG: 80 s cG� .73 I I \ E TRANSITION _-7 i' CLF/6' TEEL 2f. 1 \ �2 �� SS FG: 21. 5 dot G: 21i:46::..:. N(_ A 1 _22S j' /��- •:............ i 2 . .. ..... .... ........ :.. ..:.:..�:......\ `.MAPLE 2� 5� / 1 so 1 S CB #6 1 : 2 6 1 I / for �` 115 �,.... - - 1 S \ 1 r- /....... c _ S -� /J FG:23.04 / G.::2:0 92 �. °� - RIM: 21.40 / 1 / p G: 21. 0 1 I I I 1 ... 33 /° I W - �� 1 \ D 1.390 I RIDGE SS �- 1 1.8 % o - s 1 / 39 1 zt-I I I I� . ...: LINE S 1 \I S 1 D I 6' CLF _� �.45% _ 21.1 �� FG: 21.9 -� HP: 21.67 FG: 21.65 ............. :;.........'...... 1 1� FLOWLINE i HP:21.76 "� y FG: 21.91 1 1 14 /O ° .. .. E 21.2 .6 '. 1 FG: 21.95 - B #5 HP: 21.81 „.. RIM: 1.66 o' CB G3:2 FG: -74 1 : 21.60 _fir.• �� FG: 21.80 FG: 21.81 1 Its ....: • 1 FG: 21.92 , 1 _ . 00 FG: 22.12 \ CB #3 2100 R�M-21-6F - - -- FG: 21.90- 1 J R 1 w' °° P i I 2�� CI IPOPI I T' I I / - P.. s- r 860 110" 6' CLF I FG: 21.81 - - - f P:1D' CLF 3 EG:21.57 09* CB #4 6' F EG:22.06 ( I 'I/ D,]' ...' _ _ - - RIM:21.60 EG: 21.95 `6' CCF EG: 22.00 EG: 21.99 6' CLF FG: 21.69 INTERSTATE 405 O �� pF WASgI��Ol Q Q�� TACOMA SEATTLE �, SPOKANE TRI-CITIES O•s�,S 10ISTERE ' 2215 North 30th Street, Suite 300 Tacoma, WA 98403 Know what's b@IOW. SjNAL E� 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Call before you dig. 05/15/2026 STORMWATER 30% I I I I I / DETENTION POND 1 D __ / III I r �I 0 28 `tip 1 n I o I I� I CI B #8 I I I I 1 'r 1 RIM: 22.93 i° 8 I I IN I gll, I � l0 I j � �7 21- J / I / / �� I J 6' CLF 9 / \ \� 4' r8 0 o q / _ 22.25--• �__ " 6' CLF 1.2 -- - FG: 23.04 FG: 23.21 FG: 22.08 EG: 21.66 EG: 21.75 N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET BASIS OF BEARING HELD COMPUTED NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, GRID BEARING OF NORTH 89°43'16" WEST BETWEEN A MONUMENT FOUND AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST., BEING CITY OF RENTON CONTROL ID. 1895, TO A MONUMENT FOUND ON ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK, BEING CITY OF RENTON CONTROL ID. 1891, RESPECTIVELY. HORIZONTAL DATUM NAD 83/91, WASHINGTON STATE PLANE, NORTH ZONE, AS DEFINED BY THE CITY OF RENTON PUBLISHED HORIZONTAL CONTROL NETWORK UNIT OF MEASUREMENT IS U.S. SURVEY FEET ALL DISTANCES SHOWN ARE GROUND A COMBINED GRID SCALE FACTOR OF 0.999987504615 (GRID TO GROUND) WAS HELD AT CITY OF RENTON CONTROL ID. 1895 VERTICAL DATUM NAVD 88 (AS DEFINED BY THE PUBLISHED CITY OF RENTON VERTICAL BENCHMARK NETWORK) (NGS2018 GEOID - USED) PROJECT PRIMARY BENCHMARK: CITY OF RENTON CONTROL ID. 1895 PUBLISHED ELEVATION: 25.702' NAVD 88 DESCRIPTION: ENCASED 3" BRASS DISK W/PUNCH LOCATED AT THE INTERSECTION OF LIND AVE. SW AND SW 16TH ST. PROJECT SECONDARY BENCHMARK: CITY OF RENTON CONTROL ID. 1891 PUBLISHED ELEVATION: 24.1568' NAVD 88 OBSERVED ELEVATION: 24.06' NAVD 88 DESCRIPTION: MONUMENT FOUND ALONG THE NORTHERLY MARGIN OF SW 16TH ST. AT A BRIDGE CROSSING OF SPRINGBROOK CREEK. SITE BENCHMARK OBSERVED ELEVATION: 27.41' NAVD 88 DESCRIPTION: ENCASED 1 7/8" BRASS DISK W/PUNCH AT THE INTERSECTION OF SW GRADY WAY AND SENECA AVE. SW EARTHWORK SITE AREA: 92,783 SF PROPOSED CUT: 22 CU YD PROPOSED FILL: 722 CU YD (IMPORT) EARTHWORK QUANTITIES PROVIDED ARE FOR PERMITTING PURPOSES ONLY, CONTRACTOR SHALL DETERMINE EARTHWORK QUANTITIES FOR CONSTRUCTION 00 co C) C) O N LJ 1 T T C) O N a J N R-438821