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ON 133HS I 83M"O Sri" 311-1 <br /> LEGEND <br /> Existing Curb, Gutter and Sidewalk to remain ' <br /> - ('�=X Radius at Flowline <br /> BEGIN RECONSTRUCTION o Storm Drain Maintenance Hole to be adjusted to grade per SJCO Std, Dwg. CW-R36 Roadside Sign to be relocated to New BOW <br /> lacement of ExistingCb <br /> MENDOCINO1�1 LAVENUE <br /> ur , Gutter and Sidewalk t� Sanitary Sewer Maintenance Hole to be adjusted to grade per SJCO Std. Dwg. CW-R36 <br /> �1 Li 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 /> SC SU Existing Storm Drain Pipe wM <br /> iEff- Water Meter Frame and Cover to remain in place or to be relocated by others <br /> ss ss Ss Existing Sanitary Sewer Pipe C-G) Utility Pole to be relocated (by others) or to remain in place <br /> W W W Existing Water Line ® R&D exist'in SDI and Frame and Grate and Place New SDI (Type 1) and New Frame <br /> Existing Gas Line <br /> and Grate (gType 1) per SJCO Std. Dwg. CW-M9 & D-13 <br /> ® R&D existing 18" SDI, Salvage and Adjust 18" Frame and Grote and Place New 18" SDI <br /> Existing Fence (R&0 fence posts within limits of per 18" Storm Drain Inlet Modification Detail on Sheet No. 2 /y <br /> 0 BCR FL Conform Clearing and Grubbing) <br /> St 17+97 <br /> H 95.49 0 0 o Dwy Conform Mrodifi dick laby othersnters to e Dwy Conform <br /> .. .. ' 29.5' to CE <br /> _ , IIn 24.5Ito � Construction <br /> Dwy Conform <br /> I m co `O�'� Dwy Conform <br /> + + W DwyI rn r 24.5 to y , <br /> N pis. ��p. tNi� ni 0 - �M 255>_Ctofftl I I �I to IQ <br /> I I 24.5 to I I I - --- <br /> DwyI - -- (l? <br /> --- - - 24.5 nform I - I II �1° I I _ - - <br /> � (D <br /> -- - 24.5 to CL o (D <br /> 7 W <br /> u 18a EP w m <br /> " moo \V <br /> W + (D <br /> +20 <br /> c - < tv c =-Q 19 EP <br /> "�23 r+ <br /> _ 20 22 �, z <br /> C7 21 � . <br /> G e a -G MENDOCINO AVENUE ° <br /> J z c c <br /> Z I a r%� 0 36 <br /> - YIA4- <br /> + / + � _ <br /> D + / N I - I - - �� - - - ----- I Dwy Conform <br /> 24.5' to <br /> + Grind 5 Stwnp shall <br /> 11- 0 -- o `-D�Con�m - <br /> (Tl I o Semon ° I Dwy Conform i I I I I moa I I 24.5' to CL I I I - <br /> I�4'(Typ) I I" in place 25.5' to Dwy Conform I D Conform I D Conform 14 n I I I I I I I Dwy Conform be paid under the Clearing <br /> Dwy Dwy y Dwy Conform y and Grubbing item of work. <br /> II I 24.5 to 24.5 to 24.5 to CL a Walkway Conform 24.5' to 24.5' to CL <br /> o°c 24.5' to CL Dwy Conform <br /> Place Truncated Domes 31.5' to <br /> at Accessibility Ramp per T.C.E. o <br /> LAN SCALE RSP ^88^ (TYP) <br /> Required <br /> 0 20 40 <br /> SCALE IN FEET <br /> ASSUMED DATUM: <br /> ToFH Northeast Corner :......... ......... ......... .........'......... ......... ......... ....... <br /> Top e ;. ..Wader.and..gas..fines...depths'.and..locations.,are.'not..sFi <br /> own. .;...... <br /> Of Wisconsinon :profile: It sholl b ' the <br /> Avenue and � � ntr rs Ieresponsibility ..... .. <br /> :.........:.........:..... : : : P protect all ezistin eutili • C <br /> ..................... <br /> 0 oetoso <br /> Mendocino Avenue =97.84 : ..... <br /> to p g <br /> ....... <br /> ties• <br /> 98 <br /> ...................:.........:. :.........:.........:.........:. Sia 0+ St <br /> ...............Stu...19+00.... .......................................'.........'..... <br /> 2 0 00 ..... ..... ..... EIbv0--96.72 <br /> Sta 18100 = ; Elev .96.51 : '.. t.... ..... Eley. 6 67 : Sia 22+00 <br /> Sta 17+91 Cb Elev 96.23 . Existing CL Grade . .... ;... . l98 <br /> Elev=95.92 EIev=95.95 : E ev=.96.50. ......... ......... ....... .. ..... .. Sta..234.0.0.....:.........:.........:....... <br /> ......:...... ..:............ ......:.........:.........:.........:.........:......... ... . :New Grad$.. Elev=96.32 <br /> 96 C - - <br /> l <br /> Lt & Rt FL -- _ Lt &' Rt. Ft . .... <br /> T11 <br /> _ -- -- <br /> FL (Rt) - <br /> � .� _ �---� :0.32%: ........ - - - - <br /> 0.329: -0r18>Z ..... - - - <br /> -0.3�% �o� ..... .... -... ..... ._. �. _-.. (n ..... 96 <br /> J..I............. .... ............. _ rn <br /> �; <br /> ade Break <br /> :.........:.........: <br /> Stu 18+32 (Lt) <br /> 94 Elev 95.61 .... ..... w <br /> s <br /> ' � Grade Break <br /> St <br /> (D <br /> .... ....... .........................:.........:......... .........:.........:................. Elev=96.39 <br /> E n I' ..... �: <br /> .... .......:.........I......... ......... ......... ......... ......... <br /> - - - Reconstruct SDI T ei <br /> �r. . . <br /> Sta..1$+22 - .14...Lt ..:.........:.........:........ : <br /> ( ) (p <br /> Grote Elev = 95.34 r+ <br /> (� o <br /> HH 4 <br /> q �� Inv Elev = 92.89 <br /> 92 ..... ..... <br /> �..�I.... ;. ..... Of <br /> ..... ..... 0 <br /> - - . <br /> 92 <br /> - - - .- ......... ......... ......... ......... ......... ......... ......... .........'......... ....o <br /> ..... ..... ..... <br /> 0 2 4 <br /> .......:....... <br /> VERTICAL :.. . . � o <br /> ..... ................ <br /> 90 ..... ..... .......:... ..... ..... ..... ..... ... m <br /> :. <br /> SCALE IN FEET <br /> ...................:.........:.........:...................:.........:.........:....... J <br /> 0 20 40 <br /> ..... ..... <br /> .........:.........:.........:.........:......... ......... HORIZONTAL -� <br /> . <br /> SCALE• E IN F <br /> z <br /> w <br /> 3 <br /> STA. 18 19 20 w <br /> DRAWN BY DATE 21 22 23 a <br /> PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE z <br /> r � '' "/06 COUNTY OF SAN JOAQUIN sca�E WEST COUNTRY CLUB RECONSTRUCTION, SWOT SHEETS W <br /> Shiro Osoms 3/07 �,� 4/x/07 y/�i/v7 ��i !,, SAS y/.�� PLAN AND P R O PROFILE E TOTAL <br /> As SHOWN <br /> PHASE 3 3 12 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> \PrOtCI\lOD7\M.Cpnty CYO R,.]lplar\ <br /> ��nelr�Ww\roe r na nm <br />