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6E/VERA1. NOTES
<br /> /. ,4// existing dra/17o9e foe///f/es 4,/700 curb , Suffer old sioeewalk ore /o relnoin Al Place v4,%ss
<br /> otherwise shown on the p/ans .
<br /> ,Z .off ex/st/nq trees S/to// ,*m471* in P/ace an/sss ohjei`vise s,4owa on fhe ,v/ons .
<br /> 3. The Coo/radar shall notify the Engineer 0,1'4/5 schedv/e to begin excavation S wool days Prior to
<br /> Const comme1?c/17y excavation 011 between Vlal 43+50 ono' .Slot/on 55000,
<br /> 7,ie Contractors o/tea/%r? /s directed Ido the foci that o tro/reed archaeological observes will be an fhe
<br /> wal site alzIr q the il roadway excovof/On oad fhe slat sewer excovofion 6efween S/ofion
<br /> 43„50 and Sfof/on 55+00,
<br /> Io the eveof that cu/tura/ reinoiYl are encountered dv,-1,l excovofion Al the pro,/ecl, /units , fhe
<br /> work w/// be delayed in the area of d/scovery &/wf// the significance con he o
<br /> Iquo//lied orchoeo/oy/st . /Vo compensation w/// 6e awarded /o fhe Coo/rocfor for /hese de%ys.
<br /> Limits of Clearing and Grubbii�9 —
<br /> ,Defer to Refer /o
<br /> Additiorlo/ La17e a/7 /B” '8" ADD/T/O/VAL ZA/VC o4/VD
<br /> Addons/ Loae 4,/700
<br /> Shov/der oetai/s —� Shov/oer oeta/fs SWI'M 404CR DETA/L .SCHEDULE X-SZOPE SCHEDULE
<br /> Shoulder Defa/l X- Slope
<br /> Station to Sfofion 9 Station to Stof/on Left ,e/ ht
<br /> Zell iPi ht 9
<br /> 44# 55 - 400490 / 2 44 o OO - 47000 ,e Y. 2%
<br /> O.2/' 4spho/f Concrete 48+00 - S9+ 74 2 ®2 47,, 50 - 48 t3'O /570 /.5%
<br /> See X-Slope Schedule 0. 90 Aspho/f Concrete Bode
<br /> 59074 - 630 00 / 2 49 t 00 - 58 t SO 2 Y. 2
<br /> 63,000 - 68033 / 3 59000 - 600050 /.5% 2%
<br /> TYPICAL SECTION 68035 - 70020 3 3 69000 - 7/000 .e%
<br /> MOW - NOW 2 3 7/050 - 73050 2%
<br /> TWORNTON ROAD 71 * 60 - 74 • /7 2 / 74.00 - 75,000 / Sy, /sy.
<br /> 74 • /7 - 750 /2 / / 75150 - 79 0 50 /. 5% 2 '.
<br /> 4001 ,5/0 flocieOdo Drive k Boor Cree.�
<br /> Sto. 43,050 f4, Sfo. 99000 7s+ /2 - 771F 23 / 2 8000 - 92*SO /9% /5%
<br /> 77+ 23 - 980/7 2 2 93000 - 97050 /. 5-. 2%
<br /> Re /7 - 99000 / 2 98000 - 99+00 2% 2%
<br /> 90 .000 - /03f 30 t • •
<br /> Nofe Refer f* 5.4ref 07 for Topica/ .Section
<br /> RECORD DRAWING from .f'/4,. 99000 to ,f'fo. /03 t 30 t . m Rifer /n meef 04 for details - x/a. -1-f f4, 9/0. 59>00 c
<br /> eiPefer f4, Shsef 07 /a,-
<br /> Corrections
<br /> orCorrections By— --�-
<br /> NoChanges ByP� `'�" — Reler to X-.S'ecfions fer ��itardcviotio�s •
<br /> 3-25-57_—
<br /> An, Verson sii�. This Drawing Sh.>,to Verify
<br /> All Informati: n By Inspecting The Sita Q#W" DES/O/V 40ES/GNA70101V
<br /> 00wome - 199-5)
<br /> A.D. T = 23, 000 r - 7%
<br /> D.N. l! 2,53/ !/ - 45 M.p//.
<br /> Limits Of e1e01-1i7y and Gru6.651i79, L/mits o! r'leori175? and Gru6b/17g , .Lien/fs of elear1179 oad Grv66iog
<br /> I iL1oi/bar /Pe%cotior7 iLfoi/bar .Pe/arotiorr iL1oi/box .Pe%cation
<br /> 2. �/8' 04 ® e8" 14 4 /8' f /2 6'
<br /> I � � —O.S•./•C.OiEe (Type .I)
<br /> Lbnform Existing C f•G M O./O"A.C. Gutter .Confor/n
<br /> !srode
<br /> 740 ,.0por�o'b
<br /> in place /bm4-
<br /> 8y. Iwar vallvat
<br /> 0f elmemfe Bose90'Asphott Cmiciele Bose 6s'vftei Crode4,40 4spho/f Coocrefe Bose
<br /> 0"Asphoefe Bow O.Z/'gspho// Cbncr+ete 0. 90`Aspho/f Coocirfe Bose
<br /> 0.2/'gspho/f Concrefr A0.2/'gspho/f Coocrefe �
<br /> Slo. 43or30 - Sfo• 47000 ?6' /b /6'
<br /> Slo. 43,,50 -SM. 47,,0'J - 4orA. C. Di• O' to 8- Note Ee shall be reduced
<br /> # .35'a. 43,,50 - stn. 4700 v 6 " .400/T/O/Vi4,G L,4NE ,4N0 t° o. /7' @ driveways.
<br /> ADDMONAA, LANE AND 0 5'/,7 Areas of 0 /7"4.C, 0/ke
<br /> SHOC/L DEiQ DETA/,C / SHOULDER DAM& 2 SHO vc DER DETA& 3
<br /> Scale /"- a' Scale /"-4 ' -
<br /> sC0/e -
<br /> QgOFEss/
<br /> ®.4// unpaved shoulders shall be groveled. Crowe%d shoulders �a M • y�
<br /> shall be conslrvcled by t/njform/y p/Ocii79 "Shov/der BaCkll
<br /> mom- e/ of o rote of Z e.. Y. per slot/on (each side). The w No. 211"
<br /> comp/e/ed 9ror'e%d shoe/der shall he flush wllh edge of povel s s
<br /> civ I\
<br /> EPROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE T/7OIt/ VTO� R& D SHEET o TOTAL
<br /> SHEETS
<br /> �B5 �a D ��//�� 1/gs s S C, f / t 4/g� - 4 a� COUNTY OF SAN JOAQU I N TrPICA,L SECT/ON PROJECT ycc,Ondo ori,-e /0 'l creek z 17
<br /> ,eo4d r- 253
<br /> NG
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