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BEGINNING OF IMPROVEMENTS sa, <br /> 0 <br /> ' <br /> 50 ' ' a? Z ° <br /> I •� u ''� <br /> W R/W line Const EP <br /> =r ► CD <br /> CD <br /> I II � EP <br /> ( � II Y •_ X —%—•—X_ _ _ _ _ X—XXXX—X—X—X <br /> ' X XX % % X�% % %% X % % -% % % % % <br /> -% %-%-Y-% N <br /> CD �1 f <br /> N - ° <br /> fir- 0 <br /> 0 - - - - - - - - - - - - - - - - - - - - - -- - — — — — — — — — — — — — — — — W <br /> cr, <br /> CD C/)/ - - - - - - - - Sp O <br /> - - - - - - - - <br /> I rn <br /> ® CD <br /> Sta Sto 12" RCP to remain I �,, '� o z <br /> SO 0 ° C 10+45 11 11 +60 o 12 13 �, 1 15 in place SD C o <br /> OD Cn _ Street 10 <br /> + - SD - _ SD - SD - - SD SD - <br /> 1 <br /> �� ''�---ter =�=' <br /> - -- T50 \� — � " , <br /> - - - - <br /> r • . <br /> -- -- T ----------- \ 1 -STT" c�� <br /> \ <br /> c <br /> - - - - \� - - - \ .\ \ - - \- - - - - - - - r - - - - < cn rrn cn EP <br /> r , � ° o a � oIR/W <br /> SDI Grate Elev 21 .39 <br /> Line Sta 12+70 to Sta 16+40 Sta 15+50 (21 Rt) <br /> a°' m CON 12' Pump-House 10' a + + 7.5' CG&S <br /> a m o Sto 10+67 Sto 11 +81 � cn Ln v <br /> Existing CG&S and =) R&D n a .o <br /> a o R&D Existing ,� n EP <br /> driveway to remain < <br /> U' ° + metal tube See Sheet No. 8 for R&D driveway pipes (36't of 3" <br /> �Cnn bridge railing (98 LFt) details at Box Culvert �' <br /> .-. Payment for driveway transition (Concrete) Steel Pipe). Payment to be included <br /> CD e� a o U) shall be included in the Minor Concrete in the Remove Drainage Facilities <br /> N�. (CG&S) item of work. item of work. <br /> + Place Commercial Driveway (Type 2) (Typ) <br /> cn See Sheet No. 7 for all Commercial <br /> Driveway (Type 2) locations and details Note: <br /> Place Curb Ramp Type E Conc Curb at fence line to remain <br /> See Sheet No. 6 for details Sto 14+54f to Sto 16+53t <br /> 23 - 23 <br /> Adjust :Existing SDMH EP Rt I i Const CL <br /> Frame ;and Cover to grade <br /> Sta 11 +78: ( ) <br /> Sta 11 +49 (19' Rt) Elev 21 .34 : i - - _ - - T - - _ – - - - - – – - - - - – <br /> _ _- - - - _ <br /> .... .. ............................ ................ .. ..... ..... ...................... ............................................. ............................................. ....................... ..... ..................... ....... ........................................ <br /> Const <br /> CL – — — –0.357a ---0'26% <br /> SDMH — <br /> _— <br /> Existin SDI Rt <br /> _ — <br /> Grate Elev 19.31 — — _— Sta 11 +60 II I _ _ _ I Existing swale FL Existing swale <br /> g grade <br /> Inv Elev 16.48 0 93% Elev 21 .32 I i� �i rade <br /> : I <br /> :........................... ... ... .... .... :. .... ...I ........ ...I .. ......... ..... .:.................................................: :.................................................:........ ................................. ......:................................................ . ............... ............. ... .......... . <br /> FL II II High point <br /> Il Ili II II— — Sta 13+94 FL <br /> �12 RCP to <br /> II FL Elev 21 .93 ' R&D Existing SDI remain in <br /> II <br /> Sta 15+50 21 Rt <br /> place <br /> 19 ( ' II I: II II R&D Existing SDI i Grate Elev 21 .39 19 <br /> Al ( 15" E.S.C.P Il Conform to II II II Sta 1 1 +96 PlaceInv ) SDIev 19T 9e 1 <br /> I <br /> Grate Elev 20.95 (Type ) <br /> ........................ .. ..... . . . .. . <br /> Existing. FL <br /> : Inv E l ev . 1..5.. ............ . ...:...................................... .... ..... ........ ... . .... .... . . ... : Sta 15+50 21 Rt <br /> III I I Sta 10+14 I : Grate Elev 21 .39 Hinge Point <br /> FL Elev 19.95 I I _ J : Inv Elev 19.33 Sta 16+00 <br /> II I Il I Plug Existing 12" RCP:: FL Elev 21 .52 <br /> ......................... .... .. .. I I ... ...................................... .......................... ...................... ........................................... . ............. ...................................... ............................................. .......................... .................. <br /> 17 <br /> IIS-� -- - - - - - JI <br /> I4-I- - - - - - -I-II II <br /> II <br /> Double 8'X3' <br /> box culvert <br /> �15 E.S.C.Pi z <br /> w <br /> ..................... . ............................................................................................................................................. . .. ...................................:.................................................:.................................................:.................................................:.................................................:.................................................:................................................. <br /> 15 :.................................................. 5 w <br /> SDI (Lt) <br /> II <br /> II <br /> ...............................:...................................... ........ .... . <br /> .............................................................................................:.................................................:.................................................:................................................ <br /> .:................................................... <br /> ................................................:......................... .. .................... <br /> SDMH Invert= 12.07 SDMH Invert= 11 .33 : UJ <br /> V) <br /> o <br /> 13 10 11 12 13 14 15 1613LLJ <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE APPROVAL RECOMMENDED DATE SCALE: ~ <br /> Joshua Tu 4/OT ¢/Zo�o� ���%� i� ¢/2e`Q? COUNTY 0 F SAN J OAQ U I N VERTICAL SCALE: 1 "„ 1 ' PLAN & PROFILE D STREET IMPROVEMENTS SHEET N0. o <br /> HORIZONTAL SCALE: 1 2• (THIRTEENTH STREET TO NINTH STREET) 3 OF 9 <br />