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Home My WebLink AboutR-438819LL z Q J U > w U ~ of � �� 00 O 00 N N N N � CD N d 0 Wz J __ _ I I o FOUND ENCASED IN LEAD 1 7/8" BRASS DISK o ... �:t::::...• I 1 z v, 1 1 W/PUNCH 0.9' BELOW CASE RIM HELD FOR THE 1 CENTERLINE ALIGNMENT OF LIND AVENUE SW ONLY 1 VISITED 1 1/ 4/2024 1 I 1 y . :: .... .... ; .... W .. .•.................. ./.. I .. r ... .. ' 4 : y +. . .: o I _ .. ... ..... ........................... N.......... �'�......................... ..... ... .. .......... '.'........................ .......... .. .. �. .. i ; �►. O 80' i I r . g88 I ....................... 6' 37 3 .. .. ' ........................ 4. r r F 1 ...........f....: !. 1i ........� • ...................... '........ s P .. I • ... o .... W r� ..............�. GP '. ... ..... 7; I y �.. qa n 6 1 I ♦ l- r• I 7' 4 4 7 2 o I I C .•I•. . J. w y 9 8' 9. 2 I y. W. . y R2:: GP 'F'' •••••• ••• QWE.ST.TEtECQN?Ml1 -1C TI. S EASE ENT I 0 /....... •, .. a �I ...... ............ ........................................................................ .. GP .... ..PER ESN 2 • f?3Q32700n9 GP ....... .................................... G P .. ..... .... . . ..........:... .:.. . : R45:00 I R45 OO PRIVATE IN R'ES5 EGRESS E NFE _ 1 _- ..... .. :. _ ......................................... , .. :.. ,.., �j� F ............. ............................. .. ... .. ... � ?/....PE.R.EFtSE'M'�N'T.�XG•R.E... I SAND RESPONSIBILITI S r i' �610 AFNQ00 2• I ,� i R25.0 4 0 4 �.� o I 0 7 � �7 2 �a I FOUND TACK IN LEAD SET CONCRETE BASE 4, .......... W - L CO C Al - I I �i •� . M 1.0' BELOW ROAD GRADE. ELD FOR THE � ..;�.• O G r•. F. i N t0 .• I PSE ELE TRI AL.... ..`.' : ,. r.. ......'.'. CENTERLINE OF SW 12TH ,} o �� ASEMENT .ER .FN o �- STREET AND RAYMOND AVENUE. .. .................. .. ....... ,.: „ r :;':,:;.::,' ,'• • 200301z. OOZ91. . �.. ......... ..... ............. EMERGENCY EHICLE ACCESS co ��.......:.:.:.:.:....... �..: •; ., „ ...';::.�•:;:'; :..: VISITED 11/04/2024 .•I•. 1. 'BLS I I I I I I SEE NOTE 8 .... N k ..... . ..... - .. NT ......................... .................: ........... ..............: �i ....................... I i�E - ........ :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.::.:..: M ::........::::..::'...:... ..,..,. Q .....:. l :...:. FOUND 1/2" REBAR AND CAP STAMPED f :::::: ......::::::::.. I I ..............::::::::::::::.... "LS19635". REBAR BEARS S88 24 33"E, 0.23' ........... I.... "ill. ................ .. .. ............ FROM THE CALCULATED LOT CORNER.............8g1 EASE ENT PER AFN 1 (q a •,•,•,•,•„•,•,•,�,•,• ti� .... �. VISITED 11/18/2024 i 2003 1280 259T t �I I I N O •�' ' " I� UTILITIES EASEMENT TO TH CITY OF RENTON U'>; PER AFN 2 010906002177, C TY OF RENTON 0 DINANCE 4914 M / NN.......::..�I�j.�.::.�.:.• .:..:...' � �; a,•;'„' ::�: ,':; �. , y �: L N1� ' ,.E •� e I(i (ENCOMPASSES WHOLE VAC TED ALLEY)N77026'10IN RESS/EGRESS EFTH I S 80 EMENT 80, PRIVATE AFN 20020 12000622:PER EASEMNTAGREEMENT RIGHTS AND RESPONSIBILITI I , I PS °''` • �� I I I I I t/1.... .. I I N �, .. ;:. UTILITIES EASEMENT TO THI CITY OF RENTOf� I I o CIA I I 1 I. o I PER AFN 2U010906002177, ITY OF RENTON ORDINANCE 4914 11 PSE EL CTAL.. "'..:" .:. I (ENCOMP SSES WHOLE VA ATED ALLEY) I. cn I I EASEMfN P N 200301 8 91. 1 I. I :x -� ................. ............. EXISTINGI II TRASH ENCLOSURE I I - -:.1 BUILDING I OI:..... �� I �FF:21.95 I I:: 00 'BLDG N f ADDITION 1 FOUND 1/2" REBAR AND CAP, d.3' BELOW 11 _ I C ^ W W Ln ROAD GRADE. HE D FOR THE CENTERLINE N. h .7'..' _ NYC i INTERSECTION OF SENECA AVENUE SW I r .; .. FC �- - W II o AND SW 13TH STREET.::..: .: ; `' • ' X - W _ co 1 00 VISITED 11/04/2024 I 0 BLDG ADD�TGON 5' 0 24'38"E - X N77� _FF-2-t95 _ Q 3.2 ..:.. ::..�, ... 16' (TYP) VC �f, 1 3 2 d 1 1 Vc .0 ii VC 9 (T�) v o r ...... W9'(TYP) A- M M -�- 9 (TYP) 18 (TYP) r r0ou / R45.00' I-- 8' (TYP) �. I ... R25.00' 5 0 o ........................ WHEEL STOP (TYP) + 18' (TYP) •.. ,:.. C2.2 W 13TN .!r...... 18' TYP o E-' "' � � ( � R S I l o �1 R25/DO' 18' TYP) NC ~ C ( PROVIDE NEW FENCE UI I 18' (TYP) 1 8' (TYP) r 0 SECThON TO ENCLOSE POND. 9' TYP EC MATCH EXISTING FENCE R25.00' CURBING INSTALLED MINIMUM 2.0' FROM 30' EDGE OF POLE. SEE R45.?0' FRONTAGE PLANS. Know what's below. Call before you dig. �SSIONAL ��G 05/15/2026 BICYCLE PARKING. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL DETAILS. EMERGENCY VEHICLE ACCESS SEE NOTE 8 T A C O M A S E A T T L E S P O K A N E TRI - 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 X IT" TOP NC d I I = 7 391.52' J � I I INTERSTATE 405 TYPE, MATERIAL AND HEIGHT. I GRAPHIC SCALE 0 15 30 60 = BASIS OF BEARING 1" 30 FEET 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) SURFACING LEGEND ASPHALT SURFACING 4 (STANDARD DUTY) C2.2 g. CONCRETE SURFACING C2 2 ° ° 3 VC VERTICAL CURB C2 2 EC EXTRUDED CURB 1 c2.2 X GENERAL NOTES NO CURB CHANGE CURB TYPE / END CURB 1. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL SITE DETAILS INCLUDING STRIPING, CONCRETE SCORING, AND TRASH ENCLOSURE DETAILS. 2. REFER TO ARCHITECTURAL PLANS FOR DISPLAY PARKING VS STRIPED CUSTOMER PARKING 3. CAD FILE IS AVAILABLE TO ASSIST WITH HORIZONTAL SITE LAYOUT 4. REFER TO LANDSCAPE PLANS FOR TOPSOIL, SEEDING, AND PLANTING REQUIREMENTS. 5. PROVIDE EXTRUDED CURB AT ALL PARKING LOT ISLANDS 6. ALL DIMENSIONS ARE TO FACE OF CURB 7. CONTRACTOR TO COORDINATE FIRE ACCESS REQUIREMENTS, SEQUENCING, HYDRANT SHUT OFFS DURING WATER MAIN CONSTRUCTION WITH RRFA AND COR WATER UTILITY DURING DEMOLITIONS AND VERTICAL CONSTRUCTION. 8. LIMITS OF EMERGENCY VEHICLE ACCESS TO BE STRIPED WITH HIGH -VISIBILITY RED OR YELLOW PAINT. "NO PARKING - FIRE LANE" TO BE PAINTED ON ASPHALT AT 50' INTERVALS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' IL msippo 06/05/2026 ' SURVEYED: SCALE: DATE: HORIZONTAL: NAD VERTICAL: AD 1983/183/1991 • CITY OF WALKER SUBARU SERVICE CENTER 5/13/2026 DESIGNED: QF PERMIT SET FIELDBOOK: DRAWN: RENTON PAGE: QrC ONE INCH DATUM i43111• AHBL JOB #2240819.10 DRAWING NO: 1 CHECKED: CI! AT FULL SCALE Planning/Building/Public Works Dept. SITE PLAN AND HORIZONTAL C2.1 SK IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY CONTROL SHEET: 19 OF: 55 W O N U1 T T C) O I N a J N R-4388019