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'ON 133HS 83MV6a 3WVN 3113 <br /> LEGEND <br /> r Existing Curb, Gutter and Sidewalk to remain R=X' Radius at Flowline <br /> BEGINRECONSTRUCTION QD Storm Drain Maintenance Hole to be adjusted to grade per SJCO Std. Dwg. CW-R36 Roadside Sign to be relocated to New BOW <br /> Replacement of Existing Curb, Gutter and Sidewalk 0Sanitary Sewer Maintenance Hole to be adjusted to grade per SJCO Std. Dwg, CW-R36 <br /> MENDOCINOAVENUE Install Curb Ramp Type 1 within curb return per Sheet 2 <br /> - — — Existing Driveway � Water Valve Frame and Cover to remain in place or to be relocated by others <br /> R/W Line Fire Hydrant to remain in place Install Curb Ramp Type 3 within curb return per Sheet 2 <br /> So SU S° Existing Storm Drain Pipe � Water Meter Frame and Cover to remain in place or to be relocated by others <br /> SS SS SS Existing Sanitary Sewer Pipe (D ) Utility Pole to be relocated (by others) or to remain in place <br /> W w Existing Water Line ® R&D existin SDI and Frame and Grate and Place New SDI (Type 1) and New Frame <br /> and Grate (gType 1) per SJCO Std. Dwg. CW-M9 & D-13 <br /> Existing Gas Line <br /> ® R&D existing 18" SDI, Salvage and Adjust 18" Frame and Grate and Place New 18" SDI N <br /> Existing Fence (R&D fence posts within limits of per 18" Storm Drain Inlet Modification Detail on Sheet No. 2 <br /> Clearing and Grubbing) <br /> N BCR FL Conform Brick Planters to be <br /> St 17+97 Modified by others Dwy Conform <br /> 95.49 rt o Dwy Conform 29.5' to CE <br /> 24,5'I to Construction .. Dwy Conform i DwyConform <br /> rn o� 24.5' to . <br /> + + m I Dwy Conform I I I 0NOC I I 24.5 to CLI I — — <br /> ('' 10 25.5' to CLI I _ <br /> N mss' O• Cn N F M I DWy Conform I I I � I I — <br /> N <br /> -- - - -4 24.5 to CLwNM <br /> p -_ <br /> fie° "' SO D --_ _-_._ - -..... _ _..._ -------- ---- __. -__ _ __.__. -- --- �_ <br /> CD' cn w w (D <br /> (D <br /> .06 r+ <br /> C 18 EP 23 <br /> n+i w19 EP 22 w z <br /> pNC --__._c 20 21 c —c <br /> ° ° G O <br /> c <br /> MENDOCINO AVENUE c ° ° <br /> Oc °O c c c ° c ° c <br /> c c c c Y <br /> Z 3 -- wM <br /> .+ �0 0 A <br /> U <br /> - wJA - <br /> z /QCT/ — — I Dwy Conform <br /> v / / ao �o cn_n — 24.5' to CL <br /> W / N I — — — O10 Dww Conform — — <br /> I I I I I to o I I 24.5' to I I I I I I CL Grind <br /> d under Stump <br /> pthe shall <br /> Clearing <br /> SDI to Dwy Conform I I I I I 1J0 I I I I Dwy Conform and Grubbing item of work. <br /> N remain 25.5' to � Dwy Conform <br /> ' in place Dwy Conform Dwy Conform Dwy Conform m Y , 24.5 to <br /> 4 (TYP) 3 Walkway Conform 24.5 to <br /> 24.5 to Cti 24.5 to Cr 24.5 to CL 0 245 to CL Dwy Conform <br /> �I I 31.5 to CL <br /> Place Truncated Domes T.C.E. Required <br /> at Accessibility Ramp per <br /> PLAN SCALE RSP A88A (Typ) <br /> 0 20 40 <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> ......... ......... ......... ......... ......... ......... ......... .........;....... ..... .. .. <br /> :.. .......;. ..Watier..and.. as..lines...de the .ond..locotioris..ore..not..shown. .;.........'....... <br /> Top FH (Northeast Corner : ..... <br /> ntr t r s le responsibility <br /> 9 P <br /> of Wisconsin Avenue and to proteof all erstingeutilities. <br /> the a@ oso respo sibi ity <br /> P <br /> ................. ... ..... ..... ..... ..... ..... ........ ..... ..... <br /> Mendocino Avenue)=97.84 : <br /> / Sto 20+74: Sto 21 +00 <br /> 98 Sia 20+00 = Sia 22+00 : <br /> ....................................................................................... . <br /> ... ............................................:......... ......... ......... ... ... :. <br /> ..�... ..... ..... <br /> Elev 96,72 Elev 96.67 ' 98 <br /> Sta 19+00 � Elev .9&.51 . �.. lev=:965 Sta..23+.0.0.....:.........:.........:....... <br /> Sta 17+g1 Sta 18+00 Ck Elev=96.23 : Existing 'Grade ' lev 6.3 <br /> Elev 95.95 ; New Grade =g <br /> (i Elev-95.92 OK CK <br /> 0 : <br /> E 2 � <br /> .........:.......................... .......... _ <br /> Lt & Rt FL - - --+- -- - ---- -------- <br /> T <br /> T <br /> — <br /> T <br /> — — — — — _ --------_ — <br /> FL: Lt -- <br /> 96 _ - - --- ------ �--- — -— —- - — - - - ---t - - --- -- <br /> ------- <br /> - <br /> _ <br /> —;- -:— =- -- -:- - 18 - — <br /> 96 <br /> FL (Rt) _.� <br /> -0.35% �0 <br /> 0.32 : <br /> Grade Break <br /> — — T <br /> I Grade <br /> ✓7Sta 18+32 (Lt) E e2939t &� RtElev 95.61 v6 :94 <br /> 94 a <br /> . . : : ..... ..... ..... ..... <br /> Er, r ; <br /> �I Reconstruct SDI (Type1) �- r <br /> : <br /> : <br /> :.........:.........:.........:.........U..` .. .........:. ... ... ............... ..... ..... ..... ..... ..... ..... ..... ..... <br /> Sta .18+22.. .1;...L#. ........................... :.. :.. :.. :.. :.. :.. :.. D <br /> Grate Elev <br /> q I� z .. V) <br /> 92 <br /> Inv Elev , 92,89 O z <br /> p <br /> :.. :.. <br /> ....... ... ..T... <br /> w <br /> 0 2 4 <br /> P: of <br /> VERTICAL kK=3ME=kMMM===J 3 <br /> 90SCALE IN FEET 90 <br /> :.........:.........:.........:................... ................... ......... ......... ......... ......... ......... ....... ..... ........... ..... ................... ............... ..... ..... ..... .. ... ............... ..... ..... <br /> 0 20 40 <br /> ......... ......... ......... ......... ......... HORIZONTAL <br /> ........ ....................................... ......... ..... ..... ..... ..... ..... ..... ..... .. <br /> SCALE IN FEET <br /> : <br /> U <br /> N <br /> W <br /> 3 <br /> w <br /> STA. 18 19 20 21 22 23 z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED qATE SHEET TOTAL <br /> men r 11/06 COUNTY OF SAN JOAQUIN AsSCALE SHOWN <br /> PLAN AND PROFILE WEST COUNTRY CLUB RECONSTRUCTION, NO. SHEETS <br /> �oshira 3/07 �� 4�,r�o7 y/rrfin �rY /'y.45 of <br /> PHASE 3 3 12 QL <br /> FILE NAME DRAWER I SHEET NO. ACAD REVISIONS DATE <br /> •V*&=T\2do7\r.Camy ar ftjw \ <br /> rcc 3 rroi�\"\4W 0 rw nm <br />