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SUM 1 80' <br />NOTE: <br />ALL GRADES SHOWN ARE TO BASED ON EDGE OF PAVEMENT <br />7% <br />C, <br />ojcw �j <br />ca k § <br />00 <br />CL ): * g <br />Lo <br />to 0� to oac <br />CR oc * c1*0 LX01*0 LXU(*O <br />64 Dill 040 <br />000 PROPOSED EDGE OF EVA <br />62 — — — — --------f <br />— — — — — — — 40 1 .002 <br />60 HISTOW HIGH. WATER 57. <br />ELEVATION 60.0 12 SO <br />�,---(2) 77 LF 12" STORM S=.07260� Exv <br />STING GROUND AT CENTERLINE <br />58 — — — — — — — <br />58. K56. 00 <br />56 <br />56. 58.00 <br />12 SO 12 PROPOSED DITCH BOTTOM PROFILE Bw mw <br />54 <br />KI N <br />Ln <br />t <br />All 1 1 +� <br />52 (2) 77 LF 12 SrOW 5=A0026, <br />+ <br />50 <br />48 <br />rr-j <br />IPROFLE <br />SCALE <br />1"mW HOROCIPUAL <br />IN -C VERTIGAL <br />71 1 <br />N <br />`1 <br />1A <br />r <br />q <br />aq <br />Iq <br />'i <br />q <br />q <br />0! <br />0! <br />OR <br />Iq <br />It <br />n <br />n <br />n <br />17 <br />04 <br />11 <br />7 <br />C-4 Q <br />0! <br />a! <br />OR <br />Iq <br />v-, <br />HP ELEV = 64.50 <br />ID <br />n <br />0! <br />It <br />to <br />(D <br />kn <br />HP STA = 33+32.27 <br />to <br />1 <br />CD <br />04 <br />w <br />1 <br />W <br />+ <br />1 <br />w <br />+ <br />PW ELEV = 65.00 <br />+ <br />+ <br />+ <br />+ <br />0 <br />(o <br />a <br />w <br />0 <br />w <br />PVI STA M+.32.27 <br />0 <br />(D <br />0 <br />to <br />0 <br />to <br />0 <br />w <br />0 <br />to <br />0) <br />L0 <br />0) <br />W) <br />A = -2.00 <br />aj <br />W) <br />0) <br />to <br />0 <br />(D <br />0 <br />w <br />0 <br />(D <br />00 <br />(D <br />Ico <br />K = 100.00 <br />PROPOSED CONC CULVERT BY OTHERS <br />66 <br />7% <br />C, <br />ojcw �j <br />ca k § <br />00 <br />CL ): * g <br />Lo <br />to 0� to oac <br />CR oc * c1*0 LX01*0 LXU(*O <br />64 Dill 040 <br />000 PROPOSED EDGE OF EVA <br />62 — — — — --------f <br />— — — — — — — 40 1 .002 <br />60 HISTOW HIGH. WATER 57. <br />ELEVATION 60.0 12 SO <br />�,---(2) 77 LF 12" STORM S=.07260� Exv <br />STING GROUND AT CENTERLINE <br />58 — — — — — — — <br />58. K56. 00 <br />56 <br />56. 58.00 <br />12 SO 12 PROPOSED DITCH BOTTOM PROFILE Bw mw <br />54 <br />KI N <br />Ln <br />t <br />All 1 1 +� <br />52 (2) 77 LF 12 SrOW 5=A0026, <br />+ <br />50 <br />48 <br />rr-j <br />IPROFLE <br />SCALE <br />1"mW HOROCIPUAL <br />IN -C VERTIGAL <br />71 1 <br />N <br />`1 <br />1A <br />r <br />q <br />aq <br />Iq <br />'i <br />q <br />q <br />0! <br />0! <br />OR <br />Iq <br />It <br />n <br />n <br />n <br />17 <br />11 <br />7 <br />q <br />0! <br />a! <br />OR <br />Iq <br />n <br />ID <br />n <br />0! <br />It <br />to <br />(D <br />I <br />CD <br />1 <br />rD <br />(a <br />1 <br />CD <br />04 <br />w <br />1 <br />W <br />W <br />1 <br />w <br />1 <br />(D <br />1 <br />(D <br />0 <br />w <br />0 <br />W <br />0 <br />(o <br />a <br />co <br />0 <br />(o <br />a <br />w <br />0 <br />w <br />0 <br />w <br />0 <br />(D <br />0 <br />to <br />0 <br />to <br />0 <br />w <br />0 <br />to <br />0) <br />L0 <br />0) <br />W) <br />aj <br />0 <br />aj <br />W) <br />0) <br />to <br />0 <br />(D <br />0 <br />w <br />0 <br />(D <br />00 <br />(D <br />Ico <br />66 <br />64 <br />62 <br />60 <br />58 <br />56 <br />54 <br />52 <br />50 <br />48 <br />46 <br />30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 <br />WILDWOOD ROAD <br />(EXISTING STREET) <br />401 <br />TEMPLE CREEK 20t. 201 <br />PRE CAST CONCRETE CULVERT SY OTHERS. <br />SEE "TEMPLE CREEK CULVERT AT EVA" <br />PLANS PREPARED BY BRIDGETEK CALIFORNIA. <br />113 LF METAL BEAM GUARD <br />CALTRANS SID A77A (TERWh <br />WITH Y END OFFSET, EACH <br />CALTRANS SID A77L) BOTH <br />DETAILS (THIS SHEET) <br />fr 11. ro <br />ELM <br />5cll <br />NOTES <br />M <br />-1 "n,•1 r - <br />177k <br />-1 1.1 11 IT :1 2 <br />SECT04 A -A <br />1, "l, —.1 —.1. :1. —J 1— -1 1 <br />-YPCAL WOOD LINE 2 <br />POST NSTALLATION <br />u <br />MrTAL SIAM 0110) nQLING MT11 WOOD POST ANC 8LODS <br />i- F -r, -t FTb] u., <br />K - <br />11t. <br />V Al <br />A_c Jul". m— A I <br />M (1 1 <br />ri <br />I f W, <br />r. 1, a trutl c <br />4 <br />I it -j,. f 1-4. <br />RAL ELEMIaT SPLICE DETA L <br />2.5 11 wIn" <br />METAL BEAM GUARD RAILING <br />n 1,� "'. T 11 0 WU SECTION TIRIJ <br />... . . RAI! F! FMFNT TYPICAL WOOD POST <br />- �r�, WITH WOOD BLOCK <br />"'fl-� -"-� � <br />-it- 1 � -h, -�-- &l -'k,4 r, , Ldt. <br />r -r i <br />FA77A <br />(STA 30+00.00 -END) <br />IML A <br />'A <br />K� . . . . . . <br />®r <br />J -t <br />u <br />T <br />-1111, 'IrTM n -n W <br />4 . ... <br />1-4al fur h Lr� <br />3 1 m.1 1� n�- z-1 N <br />Yr - <br />P nTM 1 SFrMON R UrTRN r-- 5- W -k 11 c <br />L 0I t 1 1. <br />L t. <br />c <br />-7: <br />z <br />-Q <br />fA <br />V1 I <br />A 9. T I- T:Rf: 1.- 4n <br />k !ng ar <br />T� A 04 1-. Sl1- -1f n1 <br />F1 %I a, r <br />'rrfNrc I S.. St�.rc N- .'�E t­� ­ I <br />2 <br />LAN r. <br />-9 <br />r <br />V7 <br />r <br />1,11C <br />iL <br />Llr <br />METAL BEAM GUARD RAILING <br />L AND SINGLE FACED BARRIER <br />Lh 1 -al LJ <br />RAILING TERMINAL SYSTEM <br />END TREATMENT <br />ELEPATIOK <br />T-T%MNAL "STEM (TYPE SRT) <br />I I - <br />2VM <br />401 <br />WILDWOOD ROAD <br />(Exls-w STREET) <br />m <br />EASEMENT <br />101 101 101 101 <br />71 <br />71 1 <br />2% <br />87 qj <br />METAL BEAM GUARD RAIL 7ERMIA64L <br />SYSTEM W17H Y OFFSET PER <br />C4L7R4AfS SID A77L <br />SEC77ON B -B <br />NOT 70 SrALE <br />COPYRIGHTO 2006 MCR ENGINEERING <br />SHEET <br />10 <br />OF 21 SHEETS <br />iliiililil <br />SHEET <br />10 <br />OF 21 SHEETS <br />