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HomeMy WebLinkAboutDec 13 2001 10 Entrance DetailLLJ C.) a. co lf� 04 O 0 t i Z W CO) Lf) 2' IL U. 1% ...... ..... ............. ...... .. . . . .......... . .................. . ....... 411 . . . . . . ......... . . . . ............. 3' STONE SHOULDER--// 100' TAPER \—EXISTING TELEPHONE POLE TO BE RELOCATED NOTE: DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, LIGHT POLES, OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. *FIELD TO VERIFY EXISTING PAVEMENT GRADE PRIOR TO GRADING AUXILIARY LANE AND TAPERS. ALL PAVEMENT MARKINGS ALONG 131ST STREET SHALL BE RESTRIPED. ALL EXISTING PAVEMENTS IN AREA SHALL BE SAW CUT. ........... ............................. . .............. TLC ..... . . . ................. 4 ..... ....... 17— "e" 150' AUXUARY LAND„ :9 uj uj PROPOSED 50' 1/2 R/W_ 3' STONE IA- 24'-0" !/-SHOULDER 4c) rl 6 - STONE #53 ��tv + EXIST. GRADE EX. PVMT 1- - SURFACE #11 • 4- - BINDER #9 12- - #53 STONE PREPARED SUBGRADE PER IND. DEPT. OF TRANSPORTATION SECTION "A " — $$A" N.-T.-S. J.— 3 1�7 SLOPE �-V P . a ------------ 640-FU Vrj �o c 0 > o 00 0 a e- 4� SUBC-RADE AiscFlr�14TZ N0 7E dints a-i repi-ec „-j SUrn de's. 'evir-ce-k-1 kints shed", be ht'idivil of 'c; spcch?!s Sfcchq sial ba 6 cr ant rcdi. cmlm�ficn j:wq st'll De kned -'x sawi in conthucusy pamd mrt's ,:I a depl$ co '12' Mir.. TYPICAL COMBINED CURB & GUTTER WITH REVERSED SLOPE GUTTER HAMILTON COUNTY HIGHWAY DEPARTMENT STANDAA- RAN -- - ------ ---------------------- C5 q'PROvE0, - NOTE: is v Q ...... . . .......... ........... . ........ . ..... . ..... . . . . ........ . . ......... -1k, YID �J 'N K`- A ..... . ............ . ..... . ................ . . ........... . . . ........... ......... .. . . . ....................... ... . . . ........ 9k. o' 11J 0\ N r, - --- -- . .... .. . ............. . ........ .. . ................ M --- --- ------------------- ............ . . .. ............... .. . ........ EXISTING TELEPHONE P'.. 49 PALE TO BE RELOCATED NE SHOULDER see N 4 16' B-B 10' 24' B-B z- N# c ol 01 -'o 0) C) 0) M w rn l 0) FRI, CA I y \1 C LO'S > 0- 7- o ;do o ."A 110 1 ) THE MAX. SLOPE (—) OF RAMPS IS 1:12 2) ALL RAMP SURFACES TO HAVE DETECTIBLE WARNING SURFACE THAT COMPLIES WITH A.D.A. REQUIREMENTS. 3) HOME BUILDER'S CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE A.D.A. RAMP WITH TACTILE SURFACE. (NO RAISED DOMES NOR PAINT) TYPICAL HANDI—CAPPED RAMP AT CORNER NOT-TO-SCALE a �N V�v' o' "ool� of °' tK c' g A rill O 109 ,Q) 0117 0-� 108 1$. 25 HAXDICAP RAMP TO BE INSTALLED CA- "oe 0000, 1000e leol 04000, see ----------- +606 ---------- 4000 0,9.89 on 009,5 — .58 - 0 4p 9 909.35 f .09. — 25 0'9 0 0.35 909.0 4t25 ca 0 - I - 09.72 lm� clo 4+50 R ACK NO CURB ,q. 35 909-40 909. glm o 13 Does cn z 0 w ffi X LLJ s 04 (L) LLI STOEPp No. STATE OF L LL- lilt F- w uj U 0 C14 Lo < z Z LJJ > 00 0 x z < < LL. —j LLI 00 C14 r- LLI I Z — U-) 0 C.D 00 Z Ld Lo ro Z (m F- Lo -J 00 cn 0 a. 0 Z < Q z Z z —j 0 F- 0 L.Li 0 V) Ld 04 Z Z D < Qf LL Z Z W W 0 -j LAJ m SHEET NO. 1 0 OF . 21 sHEm JW N0' 40605