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Last modified
12/11/2023 2:25:05 PM
Creation date
1/22/2016 10:41:31 AM
Metadata
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Template:
Large Plans - LP
Project
Plan and Profile Balboa Avenue
Year
1956
Project Engineer
L.H. Bradley
Roads Worked
Balboa Ave.
Red Lines
No
Supplemental fields
Cross Ref
B123
DocCategory
Improvement Plans
Type
Plan and Profile
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.......... <br /> ............ ...... —..... ....... <br /> BALBOA AVENUE <br /> JR11 I F MIL SHEET TOTAL <br /> 2! INDEX <br /> 0! YEAR WO. SHEETS <br /> 1109 20-W 19 38 I I <br /> qa <br /> Const: <br /> a = 4°- 12' <br /> P = 2049-67"' <br /> o ST= 75,16' Const. <br /> L = 150. 25' <br /> 25' <br /> A/W <br /> LA. 30 Id 6 32 - 0-17 P.M.S. over 32x0.50 U8 6 3 <br /> 7 <br /> 2% 2% <br /> V so coq zit V <br /> or. *40r. <br /> vu '40" <br /> Ditch Grade <br /> N /0 w Ditch �Grade <br /> 01) 13 Mae Avenue Sta. 0*00 to Sta. 1 +00 <br /> IVl 3 4 <br /> 0 2 Sto. 1 +65 to Sta. 3*54 <br /> eRIW <br /> Sto. 1+43 Place 3Ox50'GMP, Sta.3+46 <br /> Platt 12'K100' CMP. <br /> uColl <br /> GV Cofioh 25' 25 <br /> 48 R1W ZS 4*-12' 191W <br /> eg A= 2049.67 <br /> ST z 75. 16' <br /> L L - 150.25' <br /> U 6' 3: <br /> 1llllPlllll1 -_ 32'9 0.17 PMS. over 32 X0.50 U.B. — 3 <br /> Zt <br /> c Zoe <br /> 2% <br /> Nql <br /> Sta. 1*00 to Stu. 1*65 jj <br /> TYPICAL SECT10NS <br /> Scale l" = 50' Scale Ill = 4' <br /> .... ...... ------- ......... <br /> B. M.w3 <br /> Chiseled + in top of Curb 5.dEast I <br /> COUNTY OF SAN JOAQUIN <br /> Sta. 0-32 Elev. 8.85 <br /> Submitted------ 1956 ii <br /> ' 'T <br /> L.H.BRADLEYR.E.7077-County Rood Commissiorw <br /> -------- ...... BY: 4Z <br /> I Deputy Rood Com issic(ner <br /> 11.0 Approved_ _ __ _ _1956 <br /> tF . ...... .. <br /> - - - -- - - <br /> xR- xg-- <br /> 10.0 <br /> 10.0 -- -C. <br /> - -C. B. Bull Chairman -- - - <br /> 0 Board of Supervisors <br /> .3 <br /> Son Joaquin County <br /> 9.0 <br /> .............. --- ---------- <br /> If <br /> f <br /> ao <br /> Ditch Gradli <br /> 7.0 <br /> 7.0 <br /> 1 6.0 <br /> _4 <br /> F <br /> r I i <br /> 5.0 k <br /> 4.0 <br /> 4.0 <br /> 4 <br /> +- <br /> 4 7 <br /> t - t <br /> jf f i if 1 <br /> A-- -------- -------- ........... <br /> T 0 <br /> T A L <br /> L <br /> EXCAVATION 246 1 le 5 3 C. Y. <br /> 119 60 f i <br /> EMBANKMENT 50 193 <br /> 0 1 0 223 C. Y. <br /> . ........... <br /> 0 2 3 4 5 <br /> ....... ....... ...... <br /> If ,:,111 <br />
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