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HomeMy WebLinkAboutR-383809T- c N z - c (D O ( TIED0WN RAMP '- m O EL. 398.82 EL. 398.92 I EL. '398.16 N � I I �' • No°o° o°o° EL. 398.72 . 376.55 . 376.27 I000 o °°°° EL. 397 97 8.5 5 0"'' STA. 52+30.26 .���:�� CR 1 EL. 397.99 ' Et. 398.65 • . 4 3g1..01..��1,0 � E�•� P. 52 p : o) 6 . w W - - E 395.81 "� Q Q W z Q EL. 395.75 Li ° EL. 395.5 rr ^^ `+ J EL. 395.71 � ry LQ °o 00000 0000°00 °00 000°00°0 °000 CR_ K EL. 395.05 EL. 394.99 W SE 6TH S -T LIQ HIGH P•T. EL. 395.06�- �: IN '40: :Q) EL. 395.11 W . . . 0000 o°ooaoao 000000 v Q J:Q EL. 395.72 • L:. 395.77 U-) ' • EL. 395.87 0 EL. 395.82 N 1� -o ,00, �r Xw ►� 9 moo. � •�� . ........................................... EL. 393.16 .. • ...................................................................:. STA. 51+38.24 ADA RAMP DETAILS PER WSDOT STANDARD PLAN F-40.15-02, SEE SHEET C10 SE 1/4 SECTION 14., TOWNSHIP 23 N. RANGE 5 E, W.M. THE ENCLA VE A l BR/DL E RIDGE .. EL.. 401.2 7. .. • STA. 17+14. 66 4QPETA. 17+19.66 EL. 384.48 S ......................................... . .. . 2 STA. 49+47.19 E.. CR -3 � S1P• 12 45 . EL•.. q.9 h S EL. 399.94 N� ............. STA EL. 383.31 "�: EL. 397.99 � EL. 383.25 EL. 397.90000 % 4 S h .0-0 >>x �0 EL. 383.15 EL. 397.84 ag s . EL. 383.21 `� J ^• �,, EL. 397.89 `IJ I�I ' 00000 °0°0°°°°o°0 J °°° V: 00°00000QL Q EL. 382.55 0000° rn: o° o0 EL. 382.49. (0 • EL. 397.23 EL. 397.18 ' v , . CL _ SE 7TH PL Ar - . - SE 7TH PL EL. 382.56 � � O:I� HIGH POINT rn + A�►+ �''.� EL. 382.61. �`�Q' :,� • ao + N + :tn a� �' HIGH POINT :Qio,.o co EL. 397.27 EL. 397.32 0000°o°OO000 �I ~ 000°o°pO CJ1 � 0000 ° o0 0000 000 eo°o° EL. 383.22 EL. 397.93 L..383.27 4' (TYP.) cn ' �.� 00 c,� ^ EL. 397.98..-' EL. 383.37 �, o EL. 383.32- s. - - - -' - L. 398.03. EL. 396.51 / EL. 395.85 o:F^�EL. 398.08 1 p,�. 2.0% . EL.. 396.61 v�--2� - - - - - - E� dip ----'- ��."� 000 EL.. 396.42 2. D,g_ 7.89' 00000 o 000 �. CR EL. 382.03 4 EL. 396 32 ST' .9s ° EL. 395.46 STA. 48+55.17 Sjq: 18 91 • �� � � ... 20.87 I: EL. 394.60 ...................................................................... STA. ,18+25.87. , R - TEMPORARY HAMMERHEAD TURN AROUND SIDEWALK TRANSITION r g A. Jp� �+ pF WAs�I� X Call 2 Working Days Before You Dig D.R. STRONG CONSUL TING ENGINEERS 811 '2 ENGINEERS PLANNERS SURVEYORS Utilities Underground Location Center R 5� •1 t (ID,MT,ND,OR,WA) 10 RAL �% 620 7TH AVENUE, KIRKLAND, WA 98033 '� 0 425.827.3063 F 425.827.2423 6.44 396.54 396.36 1 1 I NORTH GRAPHIC SCALE 0 5 10 20 1 INCH = 10 FT. 17 RAMP .26 374.36 374.22 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: I BY: Date: ! - BY: Date: 1 cmr COMMENTS 11.13.14 02.13.15 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 CrTY COM05.19.15 sis AS NOTED HORI OTHE ENCLAVE AT BRIDLE RIDGE DESIGNED: NTAL: NAD 11983/1991 :, CITY OF 7� 3 CITY COMMENTS MAJ 07.13.15 MAJ YLP MIL RENTON 4 MYLARS MAJ 07.23.15 MAS! DRAWN: YLP ADA RAMP DETAILS ONE INCH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. MAJ IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY U14005368 Mm 0 w � n C m �m>aq 1 Rom o� 1 tz) �m =r >m m a I D DATE: 10.03.14 FIELDBOOK: ' PAGE: DRAWING NO: C9 SHEET: 9 OF: 29 �� "• r=-��`� DRS PROJECT N0. 13117 NINININIAIA c z - c '- m N � I I '6.45 I yi I I . 376.55 . 376.27 17 RAMP .26 374.36 374.22 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: I BY: Date: ! - BY: Date: 1 cmr COMMENTS 11.13.14 02.13.15 SURVEYED: SCALE: VERTICAL: NAVD 1988 2 CrTY COM05.19.15 sis AS NOTED HORI OTHE ENCLAVE AT BRIDLE RIDGE DESIGNED: NTAL: NAD 11983/1991 :, CITY OF 7� 3 CITY COMMENTS MAJ 07.13.15 MAJ YLP MIL RENTON 4 MYLARS MAJ 07.23.15 MAS! DRAWN: YLP ADA RAMP DETAILS ONE INCH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. MAJ IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY U14005368 Mm 0 w � n C m �m>aq 1 Rom o� 1 tz) �m =r >m m a I D DATE: 10.03.14 FIELDBOOK: ' PAGE: DRAWING NO: C9 SHEET: 9 OF: 29 �� "• r=-��`� DRS PROJECT N0. 13117 NINININIAIA