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%�_6) ON 133HS 0 83MV80 , 35 30 25 STA. DRAWN BY 0q. ��t nceat Wit' FILE NAME Maintenance Hole and Storm Drain Inlet Catch Basin Details Offset from C. L. No. Station of Construction Construction Notes Left Right CB301 17+01 21. 0' *R & D Exist. S. D. I. Reset Exist. Frame & Grate CB302 17+01 29. 0' *R & D Exist. S. D. I. Reset Exist. Frame & Grate SS301 14+99 1.7' Reset Sanitary Sewer Manhole Frame and Cover * Reset location to be determined by the Engineer. RE IAA INN Corrections By No Changes By Date a-- 4 A 0- --- - Sta. 12+41 to Sta. 13+04 Lt, ny rson Using This Drawing Should Verify R & D 63 L.F. P.C.C. Curb Sta. 13+41 to Sta. 13+52 Lt. All information By inspecting Thp Site Of Work Construct 66 L.F. P.C.C. R & D 11 L.F. P.C.C. Sidewalk Relocate Exist Fire Hydrant b h' d B 1,4 W It, Construct 11 L.F. 6" P.C.C. to Sto. 12+48 R' Lt, Curb e m ac o a See Sheet 26 for Details Curb behind Back of Walk Exist. Right -of -Way Relocate Exist. Fire Hydrant Sprinklers to be relocated I I to Sta, 15+44Alimill by others � Fps W C—Sta, 15+79 to Sta. 15+88 Lt. Right —of —Way I I •S�(blyl . �.. —_ Const. 9 L.F. P.C.C. Curb I I I ,T See Sheet 25 for Details I I Center Line Back of Walk _ *CB302 46 1' ifo "uuia f- .. w�,uu.u:,uaa Y ■liii I ' � � 1 'Y1,'Sh.'Sh.YS.'Y>.'Sh.'SS.Y>.'YS.Sh.Sh.'Yl, _ •• ,,.,K1h.Y>,1h.Y` CB -- ' 301 i .. �n O u� O ri JJ lT + —_ d 6 __ -- -- .� ._ — —. — — — — — — — — — — — — — — — — — — -- — — — N 00 CARDINAL Gutter Lip — — _ N I o 0 ' O N _ r _ i _ _ - AVENUE ZLn 4- - +I 13+00 14+0 S301 N �� I N _. _ 15+00 cN Gutter Lip ---------------------------------- ---------- ------- ---- J Q) J Q N N 90' Taper _ __------------------- I _ u U) _ _ _ - x xx '. xk x-'x�x-x -x x- Exist. � Back of Walk Driveway(If CL Construction Sta. 12+00 to 12+07 (RQ ` a F°- `� o R & D 7 L.F. Sidewalk N Sta. 12+90 to 13+10 (Rt.) `r Center Line Place 6 S.Y. Sidewalk N m R & D 20 L.F, C. G. & S. . i w Existing C.G. & S. Construct Commercial Driveway per to remain in place City of Stockton Standard Plan 27 To be Paid as Type F Driveway O O -- + - - - -- N 00 6 z — -0.32% — a) � W u/ U) C _J N C- V) U .4.J 0 IZ- Construction - 12+65 C.L. 31.17' - - - 13+00 C.L. 30,93' - - C.L. 30.76' - - 53 - C.L50 +030.63' - C.L. 30.49' - - -- ----------- - 15+00 C.L. 30,37' - 15+52 15+88 C.L. 30.24 C.L. 30.15 - __ -0.63�% -0.34% _ - - - _ -0.26% ---- r — — — — — — — — — — — �0_5%- — — — — —---------� ,. J � — \ J 0 J (D LZ r) Li_ M _jCD _j of (V Ja' O _j of 0 1Jaf Do _j I O� LL,_ r7 LJ� - - - - LJ� �1 N LJi ai N U_ � 12 13 DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED 8105 8 os al� - tr-ta-�S �t-tg-aS l�'�►',�1 DRAWER SHEET NO. AZAAD REVISIONS �-A j � E:\Projects\2006\Cordinol\Plans\Final Plan\Street Improvement Plan & Profile i 14 15 DATE SCALE: 1 "=20' Horizontal •�$ COUNTY OF SAN JOAQUIN �1.01 = vertical s DATE - Exist. Center Line I —Original Ground (Rt,) O in —Original Ground (Lt.) � o _ - 16+48 _ _ _ _ _ _ O O C.L. 30.00 - - 17+00 Z -- C.L. 29.87' ----� - - -- - - I N ----- a) — — — - a� J N^` U � Flow Line _j it _j it � o (Lt. & Rt.) -d N 16 STREET IMPROVEMENTS PLAN AND PROFILE 1 17 CARDINAL AVENUE IMPROVEMENTS (Main Street to Weber Avenue) .sQ k 3 a 1nb 35 30 25 18 STA, SHEET TOTAL NO. SHEETS 9 31