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§ y <br /> FOR GRADING -- STA 33+50.617, 6.60 m RT g <br /> SEE DETAIL 1 SHT 6 <br /> STA 32+55.81 , 10.52 m LT STA 33+45.272, 9.91 m RT <br /> INSTALL STREET LIGHT FOUNDATION STA 33+22.91 , 10.52 m -RT FL ELEV=2.710 <br /> SEE THORNTON ROAD REALIGNMENT PLAN INSTALL STREET LIGHT FOUNDATION <br /> STA 33+45.272, 9.91 m RT <br /> (V SJCQ ST0 DWG R-32 LOW POINT — FL ELEV=2.697 <br /> W <br /> � STA 31 +62.39, 9.91 m RT n STA 33+40.780, 12.80 m RT <br /> BEGIN CURVE 11 STA 31 +88.72, 10.52 m RT <br /> INSTALL STREET LIGHT FOUNDATION <br /> 0 w STA 33+38,461 , 12.80 m RT <br /> STA 31 +46. 11 , 9.91 m RT + SJCO STD DWG R-32 <br /> ANGLE POINT °' <br /> ,Q w 1GNM R/W STA 33+30.6641 9.91 m RT <br /> OJECT� <br /> 00 REA END NEW CURB, GUTTER <br /> TON ROPD 15 pR & SIDEWALK — FL ELEV=2.721 <br /> THOR PART OF �H <br /> EDGE OF .TRAVEL WAY — SEE _ 2 �N CONSTRUCT TEMPORARY <br /> STATE ROUTE 12 IMPROVEMENTS DRAINAGE DITCH <br /> CU 06241 - EA 456001 THORNTON OAD STA 32+62.37 <br /> CENTERLINE 9.36 m WIDE DRIVEWAY <br /> SJCO STD DWG CW—Cl 1 <br /> FOR CONTINUATION SEE <br /> � R=375.910 STA 32+50.0. 9.91 m RT <br /> STATE ROUTE 12 :IMPROVEMENTS R/W ❑i STA 31 +60.0, 1 1 .77 m RT <br /> L= 172.832 HIGH POINT FL ELEV=2.922 m <br /> CU 06241 — EA 456001 �' T=87 971 CONSTRUCT TYPE 2 CURB INLET CONNECT TO EXISTING LATERAL <br /> 1 A=26'20'34" HIGH POINT TEMPORARY DRAINAGE <br /> FL ELEV=2.698 INV- 1 .248± SJCO STD DWG D- 14 <br /> DITCH — FL=2.40 m <br /> STA 31 +76.55 STA 31 +79.29, 14.48 m RT <br /> CENTERLINE 9.36 m WIDE DRIVEWAY INSTALL RELOCATED OMPI WITH STEEL COVER AND <br /> SJCO STD DWG CW—C11 TRASH RACK OPENING=2. 17 m CONNECT TO EXISTING STUB <br /> STA 31 +44. 17, 9.91 m RT <br /> SIDEWALK - SEE STATE GRADE BREAKi, — FL; ELEV=2.935 ® NEW ASPHALT PAVEMENT <br /> ROUTE 12 IMPROVEMENTS STA 31 + 19.67, 14. 14 m RT <br /> CU 06241 EA 456001 BEGIN NEW CURB, GUTTER NEW CONCRETE <br /> & SIDEWALK — FL ELEV=3. 108± m <br /> SJCO STD DWG CW—C7 <br /> MATCH STATE ROUTE 12 SIDEWALK <br /> 00 <br /> O rCr <br /> � o � 00 <br /> + N' 00 0 <br /> O > W' W - <br /> tL <br /> . . _. �..�Ji,. Lam.-w . ._ ._.._ ._.... O' .... .. ... _.... .. _. . _. _...... . _._. OO <br /> o I _ <br /> q_ ' ' N Un <br /> 00 <br /> EXISTING CENTERLINE > w N <br /> _ �1 .50�% 2.4'55,5>, __ J _ __ <br /> `1 X03% I. CL:a <br /> PROFILE o �; _ <br /> X503___ PROPOSED GUTTER FLOVVLINE <br /> PROFILE <br /> 0.250% ; 250 <br /> =0i" 071 _ _ _ 0.250� <br /> / t <br /> SAO.X15 S=0.0025 S-0.002 <br /> 5 <br /> UTILITIES SHOWN ARE PER <br /> THORNTON ROAD REALIGNMENT <br /> (NOT PART OF THIS PROJECT) 0 LO <br /> - <br /> °�' � °�' rn o)00 0) 0 ;o °'o �'Oio o rn rn �� rn <br /> rn 0 rn rn 0 0 <br /> r1i M 4 M M f� N N N p,i � M M N N N N N � Ih <br /> 30+40 30+80 31 +20 31 +60 32+00 32+40 32+80 33+20 33+60 34+00 <br /> '- M'_ZB°° �oPN KSs � SAN JOAQUIN COUNTY Revisions Design MRC Scale Job No. <br /> K KJELDSEN <br /> No. Date B Description 1 :500 1548-0020 <br /> etric 2°Z S S I N N OC K Post Office Bax 844 IMPROVEMENTS FOR Y P Drawn <br /> �N �m 711 N. Pershing Avenue AMC Sheet Number <br /> XP. <br /> NO. <br /> 12/31/2004 N N E U D EC K Stockton, CA 95201 -0844 THORNTON ROAD REALIGNMENT Check SKS 3 Of 7 <br /> Office: (209) 946-0268 <br /> �P INC. Consulting Engineers Date ers Faxes: (209) 946-0296 LAYOUT PLAN <br /> and Land Surveyors E-mail: KSN®ksninc.com 01 /18/01 File Number <br /> Z 9 C.o <br />