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Home My WebLink AboutR-397411EXISTING CURB RAMP TO BE MADE ADAD COMPLIANT (INCLUDING DETECTABLE E LE WARNING) IF NOT ALREADY ADA COMPLIANT. I NOT REQUIRED I co 0 W P- a J n I- rr O Cf) W 0 oC rr a 0 w U T T W W r= VJ _ 5' CONCRETE SIDEWALK PER STD PLAN 102 o � n o w 8' LANDSCAPE n; PLANTER 0. 5' 11 I 13 SAWCUT LINE 1.5% (MAX) NEW VERTICAL "�EX. PAVEMENT CURB & GUTTER PER COR STD PLAN 101 REMOVE 2' (MIN.) EX. PAVEMENT AND REPLACE WITH 4" OF HMA OVER 6" OF CRUSHED ROCK PER COR STD PLAN 103 S.E. 2ND PLACE (A -A) SCALE: 1'-10' STA 10+00 (S.E. 2ND PLACE) STA 20+00 (156TH AVENUE S.E.) 156TH AVENUE S.E. (MIN)R ARTERIAL) PT 10+00 I STA 9+79.13, 43.08' R 467.07 FL W 467.23 FL RAMP U STA 20+37.79 < 156TH AVE SE 467.29 FL a-QI 3/4 A - -- STA 9+75.89, 30.57' IR - F Z , N 1 /2 0 ' • STA 9+68.56, 18.93' R W �I 468.16 . ! . 3.6 0 467.55 470 r - SEE TABLE 1 N r .51 470.43 TIC BELOW FOR / 1.50 0 4 x4' MIN. A46 BC CURVE DATA // �. ,LANDING 93' 467.67 1 /4 0 +57.3 11.58'R �467.62 REL ATE C 467.74 + - POI A CE 3% 13 / STOP BAR/ (RA5% 1. % / 9.77 T 1.25 469. 9.77 B i L=3,8.6' AMP I __ A=�8.5° TA 9+48.46 R=25 2ND PL. I --- 469. I -- 46 .71NEG i ----- -------- 4'x4'--M LANDING 3'' I 9.04 46 .22 469.31 469.85 I P 469.79 EG STA 9+4 9.00 R 4, co STOP SIGN SEE TABLE ABOVE FOR 2 I I REQUIRED CURVE DATA I 68.90 PRC STA 9+28.95, 11.00' R 467.92 FL SEE TABLE ABOVE �OR 3 CURVE DATA I PC STA 9+19.55, 13.00' R 467.22 FIL I I I I I I I I I I / I I I I / I I I 0 I + / I � I I J I i STOP BAR TO BE LOCATED 9 FEET EST OF THE CENTERL E OF THE CURB RAMP (I.E 9 FEET WEST OF DINT A) =ter S.E. 2ND PLACE CURB RETURN AND CURB RAMP DETAIL SCALE:1'-V Pacific Z-rj.; 1ril;t-i Ir-i-elri i Desiti-ri } f _r; Civil J5nolneeting, Planning Cad] .�1 !rri :� CURVE DATA CURVE NO. R L 0 1 35' 54.1' 88.50 2 25' 10.1' 23.10 3 25' 10.1' 23.10 PORTION OF THE SW 1/4, SECTION 14, T. 23 N., R. 5 E., W.M. PROPOSED PARALLEL CL " RAMP SEE DETAIL THIS REMOVE EXISTING PAVEMENT (TYP.) PROVIDE 2" GRIND AND ~ SAWCUT PAVEMENT (TYP.) OVERLAY IN SE 2ND PLACE w FOR THE EXTENT OF v=i I PROJECT - � 1 �' WIDE DRIVEWAY PER COR STD i i SD - W So w / + I I PLAN 1 4.3 (TYP. FOR ALL 7 I I SEE CURB DRIVEWAYS ALONG SE 2ND P) i i RETURN DETAIL I I _ 8+00 _ _ I I .2ND PLA E s+loo THIS SH_ T "' "SIDENML Acolt w l i i -I SEE SECT ON i i" 1r- z '/ I I �� I THIS SHEET I J I -------- --� LJ L----- ---1- ---J LJ L--------- /-----------------j I RIB ;HEET 13' - W I � � 10+00 _ 20+00 PROPOSED PE PENDICULAR I `� CURB RAMP S E DETAIL THIS SHEET :. 7 .0' JA _ 70'.0' r 55.7' 468 ` �1 ROPOSED MAIL R OVE EX. AC. PAVEMENT I BOX LOCATION TYP.) I L=38.6 IV I a (6-UNIT) I SEE CHANNELIZATION PLAN A=88.5, SEE DETAIL N SHEET C21 !� PROPOSED PERP ULAIR SHEET C16 0 CURB RAMP SEE DETAIL 46 8 1.5% MAX THIS SHEET D SIDEWALK (TYP.) 1.5% (MAX) i C LOT 4 ' LOT 5 I LOT 6 SIDEWALK (TYP.) i I Z I I I I C I SEE CHANNELIZATION PLAN I m I I I SHEET C21cj) 490 STA 10+00 (SE 2ND PLACE) = STA 20+00 (156TH AVE. SE) 20 0 10 20 40 I �I GRAPHIC SCALE II+ : SCALE: 1'-20' . . . . . . .............................................................................................................................................................................................................................................. . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . ................... ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . . . ................ . . . . . . . . . . . . . . . . . . . . ................... . . ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SITE ................ ... . . . . . . . . . . . . . . . . . . . FRONTAGE ................... . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX. R.O.W............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7...... .................. ................... ....................................... ................... ................... ................... . ...... .. : . ..... ................... ...... ......156TH--AVE..SE......... .. ........... ........ 485................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. .......................................................................... ............... ..... ........ ................. ................. ..... ......... ....... ................................................................................................................. ........................................................................... :.................... ................. ................. ...............�� ROW ...... ................ . 1................... ....... ................................... ....................................... ....................................... ....................................... ....................................... ....................................... ....................................... ........................... r-,...... co ................... ................. ................. ................. ................. .................................... ............. ...................... o ................... ................. ..... ........ ................. ................. ..... ......... ....... ................... ................... ....... ........... ................... ................... ....... ........... ........ A, CENTERLINE OF CURB ................. ................. .. .:. .. ................. ................. ................. .. .. ................. .. ................. .............. C� .. ................................ m .�.............. �. .................. ................. ................. ................. ................. ................. ....... RAMP 475 .......................................................................................................................................................................................................................................... II . I I } _..................................................................................................................................... LO ............ .. C7) ................ Ln . .................. ................. ... ................. ....... .... o ............. .................. ................. ........... > p ......... ................. ................. ..... ........ ................. ................. ..... ......... ....... RAMPTO .................. ............ .. ................... ................... ................... :................... ................... ................... ............. ....... .. ..... ..... ................... ................... ................... ................... ........... .............. ...p...................... .I. A...4 ................... ................... ....... ........... ................... ................... ....... ........... ........ :?LINE OF O II � E -� ...w.. +.. w .......� ......................... ...t..' _....................:m........................................................_..o.. > - p EXISTING GRADE. 00 W p ........................... I........ .......................................... �.............�.. ........................................................... :....................... M.�..II...�...............S=t. ............... .0700............................ ..........................................................................................I............................................. ............ .............. I... .......................................... 465 ....................... +� >_ = I- p .................................................'... � N > w................................................................................................. > �-� ...............................................................................................................................................................................................:............................................................................................ I 1 l 1 +.. mw w- W ..� .... p ................... ... ........................................................................................................... I....1........................................... l l ...�..I .. o........ OSED''GRADE.................. ................... ................... ................ ................... ................... ................... ................... ................... ..........1................... I- I.................. ........PRO . I...Q O-CJRB.-FL--- ...... . ................... ................... ................... ................... ...........3 I....�.: _.......... ................. ....... ...........� ........ _ 0070E .......................... .... PROPOSED'' WATER .... ................. ................. ............... . I..- .............. .................. ................... ........ 460I- ........................+... _................ �p . ..w...................................................................€............................. ................... ........................................ ............................. ................... ............ tINE tOT5 ......... ................... ........................................................................................................ ................... .................. ....................................................................... ............................. .........:.............................................................................................SERVICE ................ ................. ....... ................. ............... ............... . .............P .................................... .OPOSE...WATER............... .............................................................. ................... ................... ................... ................... ................... ................... ................................... ................... ............. ..... ............... . ............... ................. ............ .. ................ ............................................. ................. ....... SRVICE LINE (LOT.44) I............................................PROPO ED'SIDE''SE ER.................................. 455j- ............................................................................................................................................................................................................................................................................:....................................................... SERVICELINE (LOT ) ........................................................................................................................... ................... _....................................................................................................................................................`. ................... ...................I.......... ....... ................... ......... .................................................................................................................................................... u XISTIIVC 10 SS............... EX: SSMH # fTYPE 4 = 48' DIA:)...................................................... .................................................................................................................OPOSED.. SI ................. MAIN ............................................... ST :=�9+94:84;- 4:1... R.......... _ .................. . ................. ................ ................ ................. ................. .................( EWER SERVI .OT .5)........... E LINE ..................................................................................R.I M...= ...7.0.26.......... ............................................ . 450 ............................................................................................................................................................................................................................................................................................................................................................................................................................................... INV = 461. 0 10" EX (.........................................)................................................................................................................. . VC E ........................................................................................................................... PROPOSED SIDE SE R EX: 'SS� H' #3. (TYP.E... _48"� D1A.)... .: . ............................................ ................... - LINE(LOT ................. ................... ................... ...................................... ................... . STA. =10+01 32; 2.9LL................... ................... ........SERVICE .................. ................... . .................:................... ................... ................... ................... ................... ................... ................... ................... ..............RI.M -470:84...................... ................... ........ .................. ................... ................... ................... ................... ................... ................... ................... ................... ................... ........ IN.V..=.. 61._6.2..(10'.'.. X..PV.C.E)... ................... ................... ........ 44511 v1v1w n, 0c4 N� CO Ln LO In O 0 O M LO w LO0 0 O � 00 a0 rn ai oO N1-)(0 co ^I� 00 00 of of LO Lo U) Ln (o ( to to (0 (0 to c0 co co co c0 I� 8+00 9+00 10+00 LEXISTING GRADE ELEVATION ®R.O.W. SCALE 1'-20' H 1'-5' V PROPOSED GRADE ELEVATION ® CURB 3 3RD ROUND REVISIONS PER CITY COMMENTS 2 2ND ROUND REVISIONS PER CITY COMMENTS 1 1ST ROUND REVISIONS PER CITY COMMENTS NO. REVISION SURVEYED° DRYCO oEs�N L LARSEN AJL 5/8/18 JF AJL 3/9/18 JF DRAW E. MARSHALL AJL 1 /10/17 JF CHECKM. J. FENG BY DATE APPR N"wv .J. FENG 1 "=20' ONE INCH AT FULL SCALE IF Nar ONE INCH SCALE ACCORDINGLY VERTICAU NOD HORIZONTAL*NAD 1 1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. O O O O O T A u N O O T a J H H R-39741 1 1¢ IN COMPLIANCE WITH CITY OF RENTON STANDARDS J DEVELOPMENT ENGINEERING rnair 07/30/2018 O 2 C� W CD DAM 0 CEDAR RIDGE SHORT PLAT 8-8-2017 FIELDWOK- PAGE, DRM ING 0. a SE 2ND PLACE FRONTAGE PLAN 0 LLI SHEU` C11 c22 CU