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Home My WebLink AboutR-38012""°� "'" SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. G � E a € SE KTROMMY ROgp CHEN DENTISTRY w w w a w FRONTAGE IMPROVEMENT PLANS u a u a sr_ t]91N R� 0 0 0 € « SPOT ELEVATIONS ARE SHOWN FOR CONTRACTOR GUIDANCE ONLY. CONTRACTOR SHOULD CONSTRUCT 7+00 .. ►� - • V .. .. B:\Washington\RENTON\Chen Den tistry\2Drowings\RECH_11OS. dwg Dec 29, 2014 - 4 LEGEND: PROPERTY LINE ROAD CENTERLINE - OA PROPOSED CURB AND GUTTER 7 OB PROPOSED EXTRUDED CURB 7 c-t.t OSAWCUT LINE. SEAL JOINT . . . . . . .� WITH AR4000. 0 L, OD PROPOSED SIDEWALK 6 OE PROPOSED ASPHALT PAVEMENT ❑ �e OF BEGIN/END NEW CURB, GUTTER, AND SIDEWALK AND TIE TO EXISTING CURB AND SIDEWALK. _I GRAPHIC SCALE MATCH EXISTING PAVEMENT ELEVATION. VICINITY MAP PROPOSED CURB TO MATCH THE a ° Y° O CONSTRUCT PROPOSED SIDEWALK RAMP (TYPE PARALLEL A, N.T.S. ELEVATIONS OF THE EXISTING PAVEMENT. BYR5' WIDE WITH 12AN MAX 4 SLOPE. 2RAMP STATI) RAMP IS ONS A E TO D-'' ( IN FEET ) CENTER OF RAMP AT FLOW LINE. DETECTABLE WARNING 1 inch = 10 ft. PATTERN PER CITY OF RENTON F-45.10-01- 10+00 (PETROVITSKY) -45.10-01.10+00.(PETROVITSKY) ... 20+00 0 n Mi 110 AVE mow H TERMINATE CURB WITH V BULL NOSE CURB TRANSITION. F MIC - - 9+00 - SE PE "ROAD' w/BRAON PIN - DETECTABLE WARNING PATTERN mog) I c -1a CCNC MON 6+94.18 FD MIC - - .. TOP OF CURB (T.C.) W/BRASS DISC CONI MON - --- BASIS OF BEARING' � I � �' - � - - ON 0.5' w/BRASS PIN HELD CITY .OF RENTON HORIZONTAL CONTROL KEY NOTE • C -Y OF RENTON PT #1866 ON o.s' - MONUMENT 1866 FOR POSITION - - S N: 50416.732M .(6682 ROS 72/66) K .. .. S (N: 165408.895') W E 397160.915 M - --- -- - -"- -' --- (n -- '" --- 1303018.769') CENTERLINE OF ROAD 1. PROPOSED CURB TO FOLLOW THE SLOPE AND MATCH ELEVATION (E: - ASP; -A, OF ADJACENT EXISTING PAVEMENT. ROADWAY RIGHT OF WAY (TYP) W - 2. CONTRACTOR TO ENSURE THAT NO LOW SPOTS ARE CREATED F 20+38; 25.6±' RT z - - - - - ALONG NEW CURB SO THAT POSITIVE DRAINAGE IS MAINTAINED. OR AT-NEARESTPANEI y Z - - 3. ALL SIDEWALKS TO HAVE A MAXIMUM 2% CROSS SLOPE AND JOINT TO INCLUDE ';-;J - - - - SHALL COMPLY WITH ALL DEPARTMENT OF JUSTICE A.D.A. - REPLACEMENT OF BOTH ACCESSIBILITY DESIGN GUIDELINES. EXISTING RAMPS. - - - Q - - - - - 4. REMOVE SIDEWALK TO NEAREST PANEL JOINT AND MATCH - T.C. 423.0± EXISTING SIDEWALK AS SHOWN ON PLANS. EXISTING SIDEWALK "CONNECT TO EX. SIDEWALK - (MATCH EX.) i -' "�\ - _ F. 20+39, 25:9'± LT MAY NEED TO BE REPLACED BEYOND CONSTRUCTION LIMITS \ \ (MATCH ,EXISTING ELEVATION) / - \ - LC. 425,05± OR AT NEAREST / .. T.C. 423.6±\ .. O PANEL JOINT. SHOWN IN ORDER TO MEET ADA MAXIMUM SLOPE REQUIREMENTS. (MATCH EX.) 5. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF RENTON FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION MAINTAIN ALL TRAFFIC CONTROL SIGNAGE IN CCNC SIDEWALK CONSTRUCTION AREAS. SIDEWALK ELEVATION / '� - \ I R=35± C, �/ - - \, 6. ADJUST EXISTING UTILITIES TO FINISH GRADE PER THE TO MATCH ADJACENT - -- - -6c 4 _PAVEMENT � - � T.C. 424.50± /' REQUIREMENTS OF THE CITY OF RENTON AND THE OWNER OF THE ---- - 4� w __ .-. / o: AFFECTED UTILITY. D. \ \ LC.=423.5± +4 ;.� . 1 / 7. SEAL JOINTS PER WSDOT STD. SPEC. 9-04.2(l) X ` ` �� 20+46, �20 8. INSTALL TEMPORARY INLET PROTECTION ON LDOWNSTREAM 6, -H Q' 1 6±' Lr`, / INLETS PER C.O.R. STD. PLAN 216.30. No P� 18.62' RT �.. IT '�� ` Z �, T.C:=423.6± T/C. 424,45± / AM, 9. PAVING AND TRENCH RESTORATION SHALL COMPLY WITH THE CITY / OF RENTON'S TRENCH RESTORATION AND OVERLAY REQUIREMENTS. REMOVE EXIS'[ING EXTRUDED % `-� oq 'r o../ 10. SPOT ELEVATIONS SHOWN ARE PROVIDED FOR GUIDANCE ONLY �� S�8'04"E 145.82' p oo C G s R, s!FN i \ WITH FLUSH CURB. o - oo / AND ARE ESTIMATED BASED ON EXISTING CONDITIONS. Scu B \�� /� f R=32± �I. °p �R S?, M N! AND 8.3% MAX. CONTRACTOR SHALL ENSURE THAT SLOPES DO NOT EXCEEDCITY I i - r- - �. AG',GONSTRUCT AT 2% -; T,C_-4214.1±1 -oF i n�( Y� �/ OF RENTON AND ADA REQUIREMENTS LAND S THAT TPOSITIVE /- _ _ �' / �\ 22 H \ MAX SLOP PER -` CONSTRUCT T 2% DRAINAGE MI MAINTAINED. i / _. - // SAWCUT LIMITS AND PAVEMENT AREA SHOWN ARE MINIMUM / / �^ / - - WSD,OT STANDARDS. I f 3AR. / MAX. SLOPE" PER NECESSARY. ADDITIONAL PAVEMENTAREA MAY BE NECESSARY TO nix i13: T f �� I 0 T.C. 424.5± 1 , p DOT STANDARD SATISFY GRADING REQUIREMENTS. i cu.. :I 1 20+65 __ WS DOT SLOPE PER r. B� �D��s'�EX.)," SITE DATA c c„uoc A / / ��' -�W R "N No o I MATCH T SITE AREA: 13,124 SF (0.30 ACRES) CONSTRUCT AT 2% I /- // - - - ARDS. R L....XDEN_ _•�" I RIGHT WAY '.i I .5 ,I ^II F 204-54, 15.5±1 "LT f WSDO XST STING CURB / / ( / I I :5'� '13' TYP) ORIAT NEAREST 0.r PARCEL NUMBER: 322305-9205 & 322305-9048 YY _ _ PANEL JOIN ZONING CA 1� t-1- �/ C.�q g�'�^�. .' YP w EXISTING USE: COMMERCIAL/RETAIL I I+..1 E 1 i L,J �.JII._G..,JI1 V+,,,;t TO REMAIN. ff - --'-j DEDICATION, ( (�' T.C. 424.8± r 1 ADJUST JOINT. BAST T' PROPOSED USE: COMMERCIAL/RETAIL N ICU �9 RAVP - -: _. µ i - - - - l �' f _ P C STALE TO REMAIDN. 'I I� -� '�I i/ . RE ASPHALMOVE SAS EC SA '. �' wo L; N,. I GUTTER ELEVATION.r CATCH BAS TO OWNER GOVERNING AGENCY FOR DRIVEWAY AND'\ / D �. A C _ MAY NEED TO BE d'`EPLACE,6 DR. ALICE CHEN, DDS. CITY OF RENTON " ov� PH AD i I til SIDEWALK /INSTALLATION. /f 'z : �_: _o PENDING EVALUATION OF ITS 10915 SE PETROVITSKY ROAD 1055 S. GRADY WAY o' - B DI N �" ' n - \ - a �ONDITION BY C.O.R. INSPECTOR. RENTON, WA 98055 RENTON, WA 98057 G o. . ; ._- o �SipN 's:oP"I i I 425 652-7233 425 430-7216 / _ __ = I BE END NEW, EXTRUDED _ _ ,5 �- z - �' LANALICEDDS@GMAIL.COM CONTACT: EXISTING�� - - = -. 1 / _ --- - _ Y_I--1 ,CURBS. MIATCH EXISTING �%!` �/ \ �B - "LC. 425.0± !21+03, X3.0' RT JAN ILLIAN rcANP - ) PAVEMENT ELEVATION. -� /I A H 1 PROPOS !(CENTER CONSULTANTS JILLIAN@RENTONWA.GOV a ,.\ ,., 7/ i0F DRIV WAY) I 4 �7 O r $ i I I �,� T.C. 424.6± D DRI VONAY CIVIL: ARCHITECT S P a .. I :PER C. d. R. STD. PLANS PACLAND ADAMS ARCHITECTURE co. i 104 AND 104.2 (TYPE C2) 11400 SE 8TH ST 4811 NE 42ND STREET o SUITE 345 SEATTLE, WA 98105 Cil.l i t. �t I iBELLEVUE, WA 98004 (206) 669-4852 .. i-li (425) 453-9501 CONTACT: 4% MAINTAIN POSITIVE - Jrt p1 CONTACT: JOHN ADAMS, AIA PARKAG - DRAINAGE TO EXISTING V CX 1 - SCOTT BORGESON, P.E. JOHN@ADAMSARCHITECTURE.NET CI CATCH BASIN. Ll E. I ' T SBORGESON@PACLAND.COM .. s..:8,r i� SURVEYOR: TC -424± ... XT1=:O fl c�aas ' / \� GEODIMENSIONS, INC. 10801 MAIN STREET R 380 I BEGIN/END NEW EXTRUDED ' SUITE 102 --CURB AND TIE TO_EXISTING B �� i' C'/ T - - BELLEVUE, WA 98004 .C,-425.4± - .1- - - CURB. MATCH EXISTING (425) 458-4488 " - - PAVEMENT ELEVATION. / - -- CONTACT: KEN GREEN DIRECTION.,OP - / PLow (TYP); ' LEGAL DESCRIPTION E �: 1�� THE NORTH 140 FEET OF THE EAST QUARTER OF THE WEST HALF OF I _ THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION _- - ---_ - _ - REMOVE EXISTING CURB AND ,� I D -_ A I -- 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; EXCEPT THE NORTH -- ASPHALT AS NECESSARY FOR v - T.C. 425:5± 50 FEET FOR COUNTY ROAD; ---vnu -- �a - I �V AND EXCEPT THE EAST 20 FEET THEREOF_ DRIVEWAY AND SIDEWALK INSTALLATION. - -- -- - <e 0 _ r , S88'18'04"E 145.84 _ BASIS OF BEARING S,C►� TIE TO EXISTING N 2 M _ PER LINE BE G w 1 \, BEARS S88'118V'04"E7BETWEEN MONUMENTS RFOUND,F INCLUDING CITY OF 21+40.15, 14.3±' RT % SEE SHEET C-1.1, PAVEMENT - °' w' ' % \ - � RENTON MONUMENT //1866. 21+0.0.15 FOR SITE NOTES VERTICAL DATUM o t ED MIC CONC MON J" °.R W/TACK&LEAD AND DETAILS Z ' DN 1.25' /J NAVD 88 21+3515, ;3.D' RT SEE ARCHITECTURAL CITY OF RENTON F. EST PANEL JOINT. PLANA FOR ON-SITE APPROVED �- --- DATE1�1� -TAPER CURB FROM 0" TO FULL HEIGHT. APPROVED 6 -__________ ____ DATE________ OR AT NE _ DESIGN. APPROVED BY: __----- _----- _- DATE_______ APPROVED BY: - - _. _...__- _ DATE- - - II !11 J 1.1.. Q Z Cd 0 0 W for ZNe� W< i QW O Z ir O JPEL WS COW W U 0 LL C-1.0