3322 BROADWAY 2022 COMPASS HEALTH Plans 2025-09-26

ii: o Q SECTION 29, TOWNSHIP 29 NORTH, RANGE 5 EAST, W.M. N \ RECONSTRUCT ALLEY TO NEW GRADES - 17 --_ _ !� IOOO MOVE EXISTING ASPHALT AND - ___ ss ----� _ - - -- as '; IJrLF ' RE ---- OS -- --- -sg----- TRANSITION TO- I_ --- - MATCH TO NEWL'O OS - APRON A-------� ____ i ��E `° o V d > M \ PER C.O.E.STD DTL 3 � h _ 01.52 101.12 a \ D INVERTED' ss N C.04 - I __ n` _ _ T i- CROWN SECTION - E - - - i _ ex� C O N W �949 _ \ 100.32 10.52 � ®- - - a c c cc c \ \ oy Il T y o 33 1� S S3 = �' Ss ,ssss s s9 3s o, ss ss- ass s -- s se ss NT 101.27 9.30 STA WIDE 18,25.5PAT 'RT o '4- Q PARKIOR 24'WIDE PE 1 U r ALLEY a PnaKiNG 101.14 DRIVE WA RAMP .b �' / 99 27 Ili • 99.32 -- w e �3 E, PER-- _ z STD DTL 5 98 ��1J30 \.\-___ 101 0 101 99.32 - 98.59 -- - " a zo a6 1 98 b1.b 1or.00 w' .0 .00 i 101.23E 101.00 101.00 w ss \ a � � I Feel A CONNECT TO EXISTING a 88 's \Q9', SHEET FLOW 1 0 3p"9 • PAVEMENT.SEAL JOINT y -"92� ---- - 94 SECTION c - N O 1 92 ,_-_-_ 86 \ �_\`\ 1 ___ _ 97AVI SUITE 300 -- -- "v i 4"WHITE STRIPE, 70 LF PROPOSED 38 NORTHWEST DAVIS, VALLEY° LOW POINT TYPICAL TRENCH DRAIN .96.68 PORTLAND,OR 0 9 � 209 101.00 1.23% � 100.63 1 503.245.7100 �4 FFEVARIES 4.0 s .9 88 \ \P �I <<FY ASPHALT PAVING a , O\ D 0� SEE ARCHITECTURAL PLANS 95.71 1505 STH AVE,SUITE 300 I1 WALLS PER STRUCTURAL \�\ r 8� PER DETAIL a.o VERTICAL DATUM SEATTLE,WA 98101 REPLACE EXISTING 86 1M 9 a r 95.11 ENGINEER,TYPICAL �!\ \ �� 101.00- NAVD 88 DRIVEWAY APRON WITH c2\ \ � i � 206.576.1600 LOW POINT 94.40 ESTABLISHED BY GPS NEW FULL HEIGHT CURB, \ 0 6 100 8g DRAIN PLANTER o C� 100.80 PLANTER&SIDEWALK ONTO PAVEMENT 1014 HOWARD STREET PER C-O.E.STD DTL 307 I ""88} 1FQi<VA LEY 93.73 U1 HORIZONTAL DATUM: SAN FRANCISCO,CA 94103 r >I 3.41) NAD 83/91 415.252.7063 101.00 i -92 -o __------ -- -`-----_ CENTERLINE OF TAND3DAVE ®ANKROM MOISAN ARCHITECTS,INC. TOE BETWEEN 33RD ST AND 34TH ST 8p \ 101.00 V��H (S00°39'30"E). ""85-i 83.67 \ Jp N y LOW POINT 0.95% 83.33 \ o w 0\\6 83.39 _ 89.56IM LEGEND as N __84-1 83.50` -/� l __------ CONNECT TO I o ASPHALT PAVING FY-- - �se89.26 RECONS RUCTAD m PROTECT EXISTING ADA „---___ \ to EXISTING CURB -- --- RECEIVING RAMP WILL NEED Z RAMP FROM DAMAGE ___ LOW POINT \++� 83.54 RAMP& ALK PER TO BE REPLACED PER C.O.E. 83.33 \ �. ._ REPLACE ANY ROUND SIGN POSTS _ C.O.E.S DTL 319� STD DTL 319 CEMENT CONCRETE PAVING PROTECT EXISTING --_- J 83.56 WITH SQUARE SIGN POSTS PER CO.E. RELOCATE OR REPLACE MAILBOX SEE DET IL NO TOPO AVAILABLE.FIELD -82-1- _ / ` STD DTL 716&717.INSTALL NEW PER USPS REQUIREMENTS. see FIT TO MEET ADA STANDARDS y WAY/BUS STOP �/ \ n S3 ss S3� -------------- _ 2_ _ - PIASS s 8q yp WALKWAY/BUS o -ss s 83.07 -- --- a �• PARKING RESTRICTION SIGNS AND MAINTAIN DURING Z - . . ' LOADING ZONE SIGNS AS NECESSARY 8 ..'..° CONCRETE AS REQUIRED Health oa of oa oa oai' oa oa oa o3_ =oa oa- o� oa y -oa oa of o� of g4 -"00 oj oa oa oa of oa o9 ° PROTECT EXISTING ADA _ 62 L(JT U S D G G G G G G - G G G G G G - G G�G G G -"G' G G- c c G G G G G G G - G G GI-E G G- RAMP FROM DAMAGE // Zg F �1 � DURING CONSTRUCTION w w wy N.� ev w w w w w w �n.' w w w- w w w w w w w w w w-�w-- O j o INSTALL NEW PARKING LINE WHERE REMOVE AND REPLACE REFRESH ANY DAMAGED PLASTIC O INSTALL CROSSWALK I REPLACE DRIVEWAY APRON REPLACE DRIVEWAY APRON NEW 6'PLANTER AND 8'SIDEWALK o STOP BARS OR CROSSWALK BARS. o AND STOP LINE PER MATCH EXISTING ALONG BROADWAY PER C.O.E.STD DTL DEMOLISHED.NEW PARKING LINE SHALL BE MMA EXISTING CONFORMING ADA o O WITH FULL HEIGHT TYPEI WITH FULL HEIGHT TYPEI REPLACEMENT SHALL BE development partners WSDOT STD PLAN °+ SIDEWALK ELEVATIONS 312.PROVIDE FOR ACCESS PATHS TO OR THERMOPLASTIC.INSTALL CURB PAINT FOR RAMP AND REP CE IN KIND o 0 CURB AND GUTTER PER CURB AND GUTTER PER o RESTORED WITH THERMOPLASTIC O M-15.10-01 I CURB PER LANDSCAPE PLANS BUS STOPS,OR YELLOW FOR LOADING ZONES PER CO.E.STD DTL 319 CO.E.STD DTL 307 D C.O.E.STD DTL 307 PAVEMENT MARKINGS PER C.O.E. o N00'39'1"W _ _ E - - 29�pp STD DTL 721 ss!ol 27+00 BROADWAY AVE. zs+oo 0 0 REPLACE DRIVEWAY APRON REPLACE DRIVEWAY APRON WITH FULL HEIGHT TYPE 1 0 0 WITH FULL HEIGHT TYPE 1 CURB AND GUTTER PER o0 0 CURB AND GUTTER PER CO.E.STD DTL 307 o - o - _ - C.O.E.STD DTL 307 - - - - - � - - L 0 0 o0 00 00 00 00 00 00 00 BUILDING�� 40'PARTIAL R.O.W. - 0.5'CURB ¢w > 3C a 9.5'PARALLEL PARKING 16'DRIVING LANE O w w3 -w NEW6'-0" FH O x w NEW 6'-0" SAWCUT 1.0'MIN.INTO 0, w< SIDEWALK LA AREA PE EXISTING PAVEMENT C=_'!U R.O.W. w= x> x C C7 N K 2% NEW E NEW8' - CO 1.5%TO ------------ BROADWAY AVE TYP. _- -- 0) ---- / i PLANTER SIDEWALK -III _-,.,-��.,=m�rlr-irrm71�IT1`T�`III ______ _ cn � Tfli7l IfiTLI Iliiillli llliii l III III III-111 III-III III III,=„III III III III III III III III III III III III III III III IIIE EXISTING CURB 3 a FRONTAGE ZONE J CEMENT CONCRETE ADJUST PLANTER SLOPE AS SAWCUT FOR CLEAN EDGE PER COE STD 3"MIN COMPACTED DEPTH &GUTTER 1.5% 1 (WIDTH VARIES) SIDEWALK PER COE CLASS 1/2"HMA f-- a ~ NEEDED TO MAKE WALK DWG 326.SEAL JOINT W/RS4000 OR EQUAL W STD DWG 312 GRADE AT BUILDING ACCESS. 6"MIN DEPTH CSBC,COMPACTED /\ �� ----_-_- O\///\�\// ///\��\/ \//\ 1 Li Y W TYPICAL ARTERIAL ROADWAY TO 95%MODIFIED PROCTOR \ \ \ \ \ �f --,/j\,�\may � �� ,y'�}, 3 (� TYPE A-1 CEMENT CONCRETE CURB SECTION PER COE STD DWG 301 �'�1 �� &GUTTER PER COE STD DWG 307. SUBGRADE,COMPACTED TO 0 W = ESTABLISH GUTTER ELEVATION 95%MODIFIED PROCTOR m J BASED ON SAWCUT ELEVATION `Q 33RD STREET IMPROVEMENT SECTION ASPHALT PAVING SECTION q BROADWAY AVE FRONTAGE SECTION Q a = 1 SCALE NONE SCALE:NONE SCALE:NONE Q O (Al Q m n O N 2 04 M O w F_ o K __-_86_____ N - Q REVISION DATE REASON FOR ISSUE 1 12/15/21 50%CD'S 100 100 85.77 M 2 7/12/22 GMP SET M 85.31 3 12/12/22 REVISE PER COMMENTS PROTECT XISTING ALLEY W LL 85.84 N 95 95 ro A 85.75 85.34 _ APPRO IMATE 3' Q•4� F' EXISTIN GROUND 90 5' � 90 h� x o 9 337e5 „1i r 85.36 No., FOINI DE Li 85 85 85.39 2%GRADE 85.53 PAVING PLAN 80 80 S-PROFILE BROADWAY AVENUE CONSTRUCTION SCALE:H:1"=20' "=51 DOCUMENTS 4 ADA RAMP DETAIL SCALE 1"=5' DATE OROJECT NUNBEE 12.12.2022 21-056 NUMBER C4.01 P:\WORK\PROJECTS\2021Q1-056 ANKROM COMPASS HEALTH\CE10WG\SHEETS\C4.0 GRADING.DWG 12/1212022 uxaieuaxa°w°szcmnisxr®mzz av xu<xaw snss°auas wc.