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HomeMy WebLinkAboutR-423605CM It 0 w n N N C Q N N I O Io I O N N w / zui q J N 11 LL MAPLE AVE SIDEWALK IMPROVEMENT PLAN AND PROFILE OF ram-A0 10' 20' 40' BLUEORIGIN RENTON ROAD IMPROVEMENTSz SCALE: 1 "=20' A PORTION OF SECTION 1/4, OF THE NW 1/4 OF SEC. 19 TOWNSHIP 23 N., RANGE 5 E., W.M. "_+ L I N CITY OF RENTON, KING COUNTY, WASHINGTON STA: 9+79.45 I �°° OFF 60.9TLT ; CB STD RT END CURB, GUTTER, z a RIM=20.5 I AND SIDEWALK N w I I 12" CNC IE=18.49' 1 I I I I APN 3340403645 NEW CONC. CURB AND GUTTER I I I I 234 SW 16TH ST PER CITY OF RENTON STD. I I I I DETAIL 101 & 103 so I ps as GAS NEW 6' WDE CM. SIDEWALK I I PER CITY OF RENTON APN 3340403635 I METER STD. DETAIL 102 APN 3340403605 I APN 3340403615 I APN 3340403625 I XXXX MAPLE AVE SW I POWER METER PROPOSED ADA WITH I I I 1402 MAPLE AVE SW I 1420 MAPLE AVE SW I 1420 MAPLE AVE SW I 1 POWER DETECTABLE WARNING SURFACE CB STD GIRT WSDOT STD. DETAIL RIM=18.95' CABINET / III 1 I a I I I ° I I I I 1I I I I 8" PVC W IE=17.41' I F-40.12-03 & F-45.10-03 / N I ; z SSMH, 48" STRUCTURE I I (PIPES UNDER WATER) II SEE SHEET C8 FOR DETAILS CB SOLID LID, TYPE 1 RIM=20.91' RIM=20.76' CENTER 8" PVC CHANNEL NE=15.37' CB SOLID LID, TYPE 1 I CB SOLID LID, TYPE 1 POWER I CABINET Q` STA:9+42-67 OFF 17.91'LT � I w ' 12" CNC N IE=17.38' CENTER 8" PVC CHANNEL S=15.36' RIM=20.16' $" CNC N E=17.64' I CB STD GRT RIM=19.65' I / �, zo _BEGIN ADA RAMP, CURB, GUTTER, 20 TEL. RISER o i r n //)i -�-� (en)1 �}-IT( ) I T(UG) ° 12" DI S IE=17.33 CENTER 8" PVC CHANNEL W=15.37' 8" DI E IE=17.74' 8" CNC N IE=17.44' RIM=19.46' �I 12" DI W IE=17.33' (12" PLUG N) 8" CNC S IE=17.69' 8" PVC E IE=17.43' 8" DI W IE=17.79' AND SIDEWALK- 1 3 �`' / STA: 9+63.09 , 3 6" DI W IE=17.92' I I 8" PVC W IE=17.37' (PIPES UNDER WATER) 1, I r�nli (eNl n 1 �I l TC EXISTING SIDEWALK (an)i (an)1 ) , `i Y 25.04'LT E ADA RAMP ND N I 1 - ° a) (an)1 T(4G) �l (UAl)1 - 1 ------- ---------------------------- --------------- ` �. MAPLE --------------------------- _ ------------ AVENUE S. W. ------------------------------------- --- d------------ STA: 8+05.95---------------- o OFF: 21.20'RT MAPLE STA: 8+5975 � - 19 N --- -�-� --1 ------ - ------ - ---- ' (Dn)i (�N1---(�nsi �)1 STA: 9+21.51 I T(UG �T(UG) I I N r I N I I II SDMH, 48" STRUCTURE RIM=21.09' 12" CNC N IE=18.17' 18" CNC E IE=17.67' I12" CNC S IE=18.08' 18" CNC W IE=17.73' Ll I CB STD GIRT IRIM=20.50' 12" CNC N IE=18.62' I I GUY ANCHORS \ I I N I I AVENUE SW OFF:18.72 RT o I , I BEGIN NEW CONC. OFF 19.02'RT 3 / L -/�M-M-M--M-MtM M��Ak� M20 M�M M-M-M- DRIVEWAY DROP M- CENTERLINE END NEWCONC. M-M M-� M-M- M -M -M- -END NEW CONC. 3 I ./ I I N , +00� 7+00 I II I �, a 8+00 DRIVEWAY DROP N 9+00 DRIVEWAY DROP M - MM - M - M - M } 110 0� N01'21 26 E Q I I v \ - as - as - as %� s- as - as - as as as - as - as - as - as - as - as - as - as - as -a-es-qas - as -a as STA:7+95.94 as -as as-gTA;8+fl.00 as-asas-a -as STA 8+87.00 STA 9+42.54 OFF: 23.89'RT ¢ OFF 19.12'RT - ss - ss - s ss �2 ss I OFF 17.97'RT - ss - ss - ss ss - ss ss - s - F 18.85RT - ss cn ss - ss - ss - ss - ss - ss - ss - ss s - ss ss -IRT ss - ss - ss - Ls - s BEGIN NEW CONC. - ss - s - BEGIN NEW cn b BEGIN NEW CONC. BEGIN NEW A` '� GAS MARKER I - - - - - - - - � - � - � a - � _ � � � a - zo, " SIDEWALK CONNECTING 0 - 0 - 0 aCURB AND GUTTER - - - a - � - a ADA RAMP -END NEW RAMP, I �I POST Q POWER POLE I - v o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D --a-s-D-a-D_--�_-_�-�_-a_ > TOEXISTWGSIDEWALK DRI�VEWAYDROP---s-Ds-s- 3 I --- ------ -- -- --- ------ - ---r-1 --- -���a" a a aa0 G c( p d -- (an1) (DNd Nd (on)d (HO)d (HS)d ° (HO)d (HO�f (HO)d (yf�)d (HO)d (HO)d (HO)d (HO)d - � ° a .. (Op)d p .. .. 9n d n3d (©n)d ° i(Jdl d • (on t �Jdl'n�) Nd . " .(9fl�d ° (aa• (JO)d` - - \ \y Qn)d �j �, > ° y a / •�0)d: v )d a H®)d .. 0� (H d (HO)d d n p . HO ° HO) . ' 0) �"' )T g 0 0 d I O)d 0 y\T^�q\+ . (HO) A HO)d -�- 0 drn EXISTING SIDEWALK °v a ° ���� ( i s 1 ° v ¢ (�N1 (�N1 �n 1 - a v - ��)1 (oNl (allo (,oNi - n1s I _ - ---- ---- --o x - x - x x x _ x - x x 4 1 �j a. kl a X I STA: 9+751/ I' SSMH, 48" STRUCTURE RIM=20.80' CENTER 12" PVC CHANNEL N=14.03' r`p-NITFP 1 9" P\/r rWANIKIFI CF-1 d in' SSMH, RIM=21.06' CENTER 12" PVC CHAN. CENTER 12" PVC CHANNLL -)=I'+.- I FOUND 1 1/2" FLAT BRASS DISK W/PUNCH IN CONC., IN CASE, 0.4' BELOW GRADE, INTERSECTION OF SW 16TH ST & MAPLE AVE SW (APRIL 2022) STA:10+25.41 -OFF 31.96'RT START NEW ADA RAMP POWER POLE W/3 - GUY ANCHORS S. &2E. TC2 POWER VAULT 1 1 Of wTEL. VAULT PROPOSED ADA RAMPS WITH GA E o,, START NEW RAMP o�' zi- d PROPOSED 35 BOLLARD GATE � and � kullm CB STD GRT � d Dn � d �2o m � . \ FF: 33.94'RT � ' r SDMH, CONTROL STRUCTURE o SENSOR L� �� C Q q RIM=19.92' POWER d ( m ° zz- -� -z2- CONC. DRIVEWAY ° „BD" TYP.) o"TV" (TYP.) I NSOR RIM=22.99' _i \ 6" DI E IE=17.92' CABINET _ _ �_ I AT EX. ENTRANCE w a o DETECTABLE WARNING SURFACE I \ . I PROPOSED ADA RAMPS WITH 12" DI E IE=17.40' 21 -� 1 O N WSDOT STD. DETAILS y 1 DErECTABLEWARNING SURFACE o �, CITY OF RENTON X I SIGN ` I SDMH, 48" STRUCTURE 33" CMP W IE=17.31' N Y w F-40.12-03 & F-45.10-03 o I WSDOT STD. DETAILS I STD. DETAIL 104 CB STD GIRT PROPOSED .5' ° 12" CMP S IE=17.31' -zo ; 1 a ' U w I °° 5 °s 6 RIM=21.35' o POWER ° \ \ I RIM=19.08' a SEE SHEET C8 FOR DETAILS ` Q p F-40.12-03 & F-45.10-03 AY S. PIPE GATE VALVE=17.42' LOT LIGHT ° m o T EX. DNTRANC I N 5 0 0 o T 18" CNC NW IE=18.24' SEE SHEET C8 FOR DETAILS y / ` CABINET 8" PVC E IE=17.48' m w AT EX. ENTRANCE STA:9+8320 I ° I s\ a I I 18 CNC E IE=18.00' S. PIPE ELBOW=19.84' ON 24" BASE UNKNOWN VAULT POWER c� � S. PIPE ORIFICE=19.74' I N I WITH DIAMOND PLATE CABINET � a CITY OF RENTON OFF 5480'� °s ' 18" CNC SW IE=18.51' CULVERT, CULVERT, NEW 6' WDE CONC. SIDEWALK w ``' STD. DETAIL 104 I o ' TOP CONTROL=20.51' I POWER o END NEW ADA RAMP, a d I 12" CMP NW IE=19.74' 9" DI W IE=19.93' MANHOLE CONC. MASONRY WALL PER CITY OF RENTON BOTTOM CONTROL=16.45' ~ ROCKERY , CURBGUTTER, x ROCKERY TEL. MANHOLE STD. DETAIL 102TMII o I I STA:10+26.05 „„ POWER CABINET AND SIDEWALK SDMH, 54" STRUCTURE GATE CONTROL (n,P ) NEW CONC. CURB AND GUTTER SDMH, / I v F: 51.94'RT UNKNOWN VAULT / a END NEW ADA RAMP RIM=22.71' PANEL PER CITY OF RENTON RIM=22.02' WITH DIAMOND PLATE , 12" CMP N IE=17.34' STD. DETAIL 101 & 103 18" CNC SE IE-19.20' / I I i_ I W I I 12" CMP SE IE=17.26' 8" CNC S IE=19.64' / ' 0'• UJ CB i Y APN 3340403805 33" CMP W IE=17.26' 16" PVC W IE=19.20' a `s I d I a^ 1415 MAPLE AVE SW � I � I � o IM SHOD 9RT APN 3340403890 (PLUG NORTH) I w ``' d I N I I 18" CNC NE IE=18.93 316 SW 16TH ST CB STD GIRT () N RIM=20.93' ' w ; M �/� z I 8" CNC N IE=19.19' Cn I Z I V) WATER METER J z 1 o = I I "WM" (TYP.) I U)' I + ; I o cn \ x I I a I•r) W PROPOSED S IONAL QED \ w I I CDQ I ' C[) I � PEDESTRIAN cRosslNG ' \i/ � v ° a. O Q (SEE PEDESTRIAN CROSSING t1l i I ti PLANS BY TENW) z o xl 0-(CD .0 II / N Q MAPLE AVENUE IMPROVEMENT PLAN SCALE: H: 1 "=20' V: N/A STA 5+68.00 - 10+68.00 NOTE: MAPLE AVENUE IMPROVEMENT PLAN USES STATIONING FROM THE MAPLE AVENUE RIGHT OF WAY CENTERLINE FOR ALL CALLOUTS. XX SEE C6 FOR ADA ENLARGEMENTS MAPLE AVENUE IMPROVEMENT PROFILE SCALE: H: 1 "=20' V: 1 "=20' STA 7+60.00 - 10+40.00 NOTE: MAPLE AVENUE IMPROVEMENT PROFILE USES STATIONING FROM THE MAPLE AVENUE RIGHT OF WAY CENTERLINE AND SHOWS THE FLOWLINE OF THE PROPOSED WEST CURBING. BENCHMARK DATUM HORIZONTAL DATUM: N ZONE NAD 83/201 1 VERTICAL DATUM: NAVD88 25 20 17 7+60 STA:8+04.53 ELEV:20.18 BEGIN NEW CONIC DRIVEWAY DROP (NOT ON FLOW STA:7+95.94 ELEV:20.27 STA:8+ 11.00 ELEV:19.20 BEGIN NEW CONIC _ ELEV:19.52 END NEW CONC SIDEWALK CONNECTING BEGIN NEW CONC DRIVEWAY DROP TO EXISTING SIDEWALK - CURB AND GUTTER (NOT ON FLOW LINE) L MATCH PROPOSED CURB AND GUTTER TO EXISTING CURB AND GUTTER EXISTING GRADE AT ROW CENTERLINE PROPOSED GRADE AT FLOWLINE PROPOSED GRADE AT FLOWLINE EXISTING GRADE AT ROW CENTERLINE STA:8+87.00 ELEV:19.12 BEGIN NEW CONC DRIVEWAY DROP STA:9+75.14 ELEV:20.53 BEGIN NEW ADA RAMP STA:9+63.51 ELEV:19.88 END NEW ADA RAMP STA:9+42.51 ELEV:19.61 BEGIN NEW STA:9+21.51 - ADA RAMP ELEV:19.23 END NEW CONIC STA:9+83.64 ELEV:20.95 END NEW ADA RAMP, CURB, GUTTER, AND SIDEWALK DRIVEWAY DROP I I \ I I I I EX. SDMH, STA=9+80.66, 57.81' RT PROPOSED GRADE RIM=22.02' EX. CB STD GIRT AT FLOWLINE 18" CNC SE IE-19.20' STA=8+72. RIM=19.08' 51 16.86' RT 8" CNC S IE=19.64' I I 16" PVC W IE=19.20' I IE=17.48' ( PVC E) I� (PLUG NORTH) I I v / 25 MATCH PROPOSED CURB, GUTTER, AND SIDEWALK TO EXISTING CURB, GUTTER, AND SIDEWALK O 00 N N O 6� 6� aj O� 6� 6� 6� 6� aj O N N 8+00 9+00 10+00 20 17 10+40 K. Bq� pF W A cn z 25672 Ql- G/ � SIONA L ECG 2/22/23 • O YI f�fww YI .� N of Z) m Lu N N M i Q 00 N �dlN C J. V) N � i m O U-) N + N c '-i m V 00 Y R-423605 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` Scott Warlick 4/7/2023 SURVEYED: BCE SCALE: �I »_ 1 I -LO VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 83/1 DATU M C t.R.C T Y 0 I RENTON Planning/Building/Public Works Dept. MAPLE AVE SIDEWALK PLAN AND PROFILE BLUE ORIGIN RENTON ROAD IMPROVEMENTS INTERSECTION OF MAPLE AVENUE S.W AND S.W. 16TH STREET, RENTON, WA, 98057 DATE: 2 22 2023 / / DESIGNED: TDM FIELDBOOK: _ _ _ PAGE: --- DRAWN: TDM ONE INCH DRAWING N0: 22334 1 REVISED PER CITY OF RENTON 1/24/23 REVIEW TDM 2/22/2 CHECKED: DKB AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHE OF OF: ^ T O O N a J N Cfl 0 N u cY) N N z W Ili U