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ON i33HS 83MVH(l <br /> 0.25' A.C. Overlay <br /> Sta. 55+40 (Lt.) <br /> Sta. 52+081 Place W-L.E 14, I f Relocate Exist. R & D Exist. <br /> Place Monument Frame <br /> 12" C.S.P. (0.079" Thick) Mail Box X-Drain Pipe Sta. 56+20 to Exist. Fence _ <br /> _- - .,-- and Cover Y Sta. 59+23 Lt. <br /> CURVE DATA Match Exist. Flow Line b Others to remain <br /> Exist. Yellow Line = i vm Remove 22 ( ) -- -- -- <br /> cn - • Rad = 1 ,741 Ft. m m --'- 1 <br /> •------ Center Line of Survey .3. N Shade Trees _ ro o <br /> - - An = 13'09 49" + --- _- <br /> - 9 - Sta. 55+15 (Lt.) \ o o m N __ o <br /> ------- — -- <br /> - -- _ Ton = 200.88 Ft. Pole -k�--- _�. N _._ - _ <br /> -- ---• - Relocate o e - - 3 <br /> — — _ 1 -- - - <br /> Z �� N - - t. _ __ ,__ - <br /> _ _ _ .---J CoI- -_.•__ .- <br /> o - .-i.-._- Ch 399 11 F •-- --- - -- -- - --- _ <br /> __ _ <br /> 51 ^� — --- • Len 400 Ft. - •-- •-- -- •-- - - __ '- - - _ - -- = _- - -------'-- ,� <br /> Exist. o <br /> _ by Others I Dwy. <br /> m <br /> - - • ---- - - T e F <br /> w sz NJ _ <br /> _-- � ,q 58 ni <br /> r - - - - <br /> a. <br /> -k < 52 <br /> -- - ,-� Point of Intersection - <br /> -- <br /> - -- _ _ J7 _- - - _,- <br /> 53 56 - - - <br /> tJ - - - -_ I J -_ N <br /> CD <br /> R & D Exist. Remove Exist. - <br /> .l s�_--- - - - - - - -_- Exist. Fence + <br /> .� - _.._ _ - ----- - --- - — - - se 11 II _ -- ' Right of Wa <br /> Chain Link Fence Trees + .� -- __ - ;, --- _ - — - � ,� ,--- to remain N g Y <br /> OD -k � ons ruc ion <br /> rn + Sta. 56+21 (Lt.) <br /> �m + 3 a m ` +, See C.S.P. <br /> m � w o m Sta. 55+96 (Rt.) <br /> 3 a + N o Sta. 55+07 Exist. Drainage �' Connection Detail <br /> 60' ° _n o -rn Place Monument Structure to remainrsjz i* 1 60' <br /> Crown Runoff o Frame and Cover Gf', a >� Crown Runoff <br /> 150' Refer S.J. Co. Std. 150, <br /> Supereleva{ion Runoff Dwg. CW-M1 Superelevation Runoff <br /> SuperelevationTransition Su erelevation Transition <br /> I 300' <br /> 2% Full Superelevation <br /> A.C. Overlay A.C. Leveling <br /> 2' 2' <br /> A.C. Windening <br /> Shoulder Shoulder <br /> Backing Backing <br /> Exist. Fence X 8% 69d X <br /> to remainy{ -- —� <br /> X X <br /> Imported Borrow Impoted <br /> Borrow <br /> / X 0 C.S.P Tee 36"0 C.S.P Elbow <br /> (0.109"' Thick) (0.109"' Thick) <br /> SECTION B— B <br /> NO SCALE <br /> •'y <br /> Exist. Fence #lace 10 L.F. :A <br /> / to remain „A�4 it 110 C.S.P -35"0 C.S.P Tee (0.109"P Thick) <br /> (0.109" Thick) <br /> / Match Exist. Flow Line <br /> j Slope <br /> and <br /> ' � Y Y <br /> AC Trans. 0 0 — / <br /> O - - \ _ _ <br /> 0.25' A.C. Overlay X15 + 3 _ <br /> 0) Exist E.P. <br /> Sta. 63+88 to <br /> Sta <br /> Sta. 60+33 Lt. Sta. 60+68 Lt. Sta. 62+301 (Lt.) Sta. 62+751 (Lt.) Sta. 63+65 (Lt.) i Place 10 L.F. <br /> ( ) CURVE DATA Minor Vineyard o i t� Proposed Ede • " <br /> Place 28 L.F. Place 24 L.F. Relocate Exist. Pole P 9 <br /> Remove Exist. Oak Tree Remove ama a Pipe „ _ Trimming o " <br /> of Pavement <br /> 3& 0 C.S.P <br /> (Triple Trunk Place Z �. 12"0 C. Ft •� 12 0 C.S.P. 12 0 C.S.P. Rad - 605 Ft. 9 0 rt 0.109 Thick <br /> ( P ) �' 1!� '� 0.079" Thick 0.079" Thick An 9'25'23" by Others o / ; ( ) <br /> 3 a + (Thickness = 0.079") ( ) ( ) 9 = �„ + O �} <br /> 3 Ton = 49.86 Ft o) <br /> o w q Construction n cr Exist. 3&'0 C.S.P. <br /> Exist. Fence New E.P. Exist. E.P. Ch = 99.39 Ft. <br /> °m -- to remain m+ Len = 99.50 Ft. -�►�� 65 �G � <br /> rn _ <br /> •-- --•— --" -1 a ¢ -- - -,— �_. Punj 11- � Proposed Edge Removeand p3 L.F. Damaged C.S.P a <br /> N - - -M- + g4 / _ Exist. E.P. I +wo c.S.Pewith(0.1093 Thick) <br /> of Pavement I '+ " <br /> _CD <br /> _ _ ��n ' i Match Exist. Flow Line <br /> o ^' 59 60 61 K E T T L E M A N 62 LANE 63 - - Sta. 64+521 and Slope <br /> „ - - —� - - - - - -- —� - --- - - - - _- —r - - • - - Place Monument <br /> N - s9 - - - - - e� - - - - - - - - - - - - 6 — - - - - - - - — - m Frame and Cover \ — — — — — — — — — — — — — — — — <br /> __ _ o + Refer S.J. Co. Std. <br /> 0, Owg.�W-M1 Y Y — — — — — — <br /> u Exist. 12"0 Sta. 63+14� \ / _ I „ I <br /> Point of Intersection \ H <br /> X-Drain \� Place 10 L.F. %_____-1z� z <br /> Right of Way E. P. Sta. 62+651 '. "� r•S.P * z <br /> Place Monument i <br /> Exist. Yellow Line = LLJ <br /> Frame and Cover (0.109" Thick) x - w <br /> Center Line of SurveyRefer S.J. Co. Std. x `s.� N 0 C.S.P 90' Elbow <br /> (0.109' Thick) > <br /> ( MY Dwg. CW-M1 6B -,,— Exist. Fence O <br /> C.� <br /> to remain of <br /> END OF PROJECT C. S. P. CONNECTION DETAIL <br /> (� NO SCALE LLj <br /> z <br /> NOTE: 5 <br /> Corrugated Steel Coupling not shown for clarity z <br /> Refer to SP D97A thru. D97G for coupling details. � <br /> r a e Miscellaneous hardware needed to connect pipes and _j <br /> fittings shall be considered as included in the unit <br /> price paid for item. Y <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE o 50' 100' SHEET TOTAL <br /> �incerr r �uno3 < �r_f ,� / COUNTY OF SAN JOAQUIN PLAN KETTLEMAN LANE IMPROVEMENTS NO. SHEETS <br /> 1r�t�o 6 0 �bu/ �p/1�3 Scale in Feet (State Highway Route 88 to Jack 'lone Road) 4 6 <br /> FILE NAME 7DRA R SHEET N0. A D REVISIONS DATE <br /> I9bE:\Projects\Kettle ranLane(22611)\Plans\KettlemanAllPlan.dwg <br />