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Last modified
3/8/2016 3:38:57 PM
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1/22/2016 10:45:35 PM
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Improvement Plans
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0.25' A.C. Overlay <br /> San <br /> ~i � 4 <br /> y � COIIStI'UCtlOtl 0000, <br /> 0 <br /> - - Sta. 70+30 (50' Rt.) <br /> Remove Tree Stump y <br /> to 1 ' below Ditch Grade per - Exist. Dike o w E.P. <br /> Special Provision 10-1 .15 lr to remain (Typ.) 0 <br /> c <br /> - - - - - - - - - - - 1 - W <br /> .� _ r_1 00 <br /> _. <br /> MM -- �._...._................ _....__..-._.._.__ <br /> Painirl I acid M LO <br /> __...._.,_.-........ ___._.___ ..._. . 74.___._..._..__._...__ <br /> T 75 sta. 75+17 5s' �Rt. 76 ��_.m.�. ���,E... .W__.__.....�......._ _7$.. <br /> a� Place 4 L.F. _72 74 --..._ ._._..__ _..m. __.._.__ <br /> (n ao._. _ ___, 18"0 R.C.P. ) �� _. ._._ .., ._... <br /> -~--- Relocate-Exist. Sin � �� � <br /> Sta. 74+98 (58 Rt.) -�- N <br /> �- Sta. 77+70 (54' Rt.) <br /> .. <br /> ____ __.__e _.__ L �_.... .__ _ __ _ __ W ...____... _. _ R & <br /> D Exist. Tree - M <br /> _ Relocated Entry Sign <br /> (A) �w. ���� v CiI/E LA�JE a F;iI°:E LAN' r N t__ - .� _ F:11, L l AHI- �._.... Fm- , , � _ � <br /> N Sta. 77+86 (56' Rt.) <br /> 7_71, <br /> C'4 <br /> _ - - - - - - - - - - - - - - - - - - - - - - + - - - - - + Relocate Exist. Sign <br /> I — <br /> ✓` 1 :41, <br /> � y y, <br /> - y <br /> T l <br /> —I > <br /> n I <br /> 0 LE /1 Y /. <br /> l <br /> I <br /> 4 � V 4 <br /> 4 ) b. ''> lid <br /> > > <br /> t — — — — — — city; � �,✓- � _ <br /> u — — — _ — — _ _ — — — _ _ — — — — — — _ — — _ — — _ — <br /> LO — — — <br /> Exist. Concrete �� X <br /> �, a c + ma + - - u rl �i a II Exist. Sign h . <br /> Overside Drain / a ° c Place 409 L.F. n u �, g 1 / \ <br /> o ° Sta 74+65 J <br /> r to remain J X <br /> EO a o f o P.C.C. Curb u n a it a Exist. Fence Place 183 L.F. X <br /> ��� v (57 Rt.) - r I <br /> - Exist. Facilities + C C o + C (Type B3) - Exist. Fence to Place 534 L.F. ° ( YP•) <br /> S N <br /> to remain v - c Relocated o to remain T P.C.C. Curb <br /> Place A.C. Outfall - m 3 remain (Typ.) 18"0 R.C.P. (CL. V) + + v� y +I �� + Ems_ 7 ' c <br /> U-) cn u Entry Sign - o c v (Type B3) 11-o c <br /> - Sta. 72+00 - Exist. Trees to ---- Sta. 73+40 (54' Rt.) ° ° ( ) U� '_ Exist. P.C.C. Curb <br /> Ld0CL N ccs �, - Sta. 76+29 53' Rt. L- Remove Concrete :2 <br /> � Q Place 18" S.D.I. 48 Rt. remain T Exist. Pole Curb (237 L.F.) to remain <br /> + v c 3 <br /> o n ' ( yp.) Exist. Pole ^� 6 c v <br /> + c +' Place 12" Dia. Stub Sta. 75+22 (62' Rt.) o ° o E m E <br /> (R.C.P. CL. III) Construct Chain Link Fence + + c a + a <br /> v c� <br /> m ( ) O P E N I R M A L L 3 Locations and Gate System Refer °'U w-2 i, � <br /> Conform ' c <br /> to Sheet 6 for Details) / m� A v + w <br /> - <br /> Remove 147 L.F. A.C. Dike Remove Concrete Curb (303 L.F.) <br /> - --- -- -- _ - ------ - ------ --- __- --- _ - - --- --�TExist. Island to remain Conform ~ unless otherwise noted <br /> ^� R & D Exist. Gate, Fence, Concrete Islands <br /> 1.5 1 .5 and modify Sprinkler System. Removal of <br /> concrete curb shall be done in such a <br /> - 0.30' A.C. manner as not to damage surface beneath. <br /> (Payment for this Item shall be paid by <br /> SECTION 2-2 Clearing and Grubbing) <br /> A.G. OUTFALL DETAILS <br /> NO SCALE <br /> o LO coo Co to <br /> L6 111? 6 <br /> rnO1 00) <br /> II II II 11 <br /> � v <br /> v <br /> c C� C (� <br /> to a . co, a ,R Exist. E.P. - Proposed E.P. <br /> + ao + ao <br /> ' co <br /> `' <br /> _ � � aO1 oirn °' N <br /> 102 o ` ' o a' °' ao corn is <br /> • II II H <br /> C9 <br /> _ + IIIY II � w rn rn i <br /> y <br /> Lr) <br /> o °' E °' Proposed Earth w Proposed <br /> 100 + 0 II i:2 ii Swale Grade a� w > ° p o <br /> v <br /> C 0 Ditch Grade <br /> _ <br /> Proposed CU.) — <br /> X Ditch Grade + °+° a o .Y -- Sta. 77+87t <br /> 98 S=Level (Elevation - 98.20) + o Conform <br /> ------------ <br /> A.C. Outfall - - - - - - - - - - - <br /> _1 <br /> 96 - - - - — - - - - _ --0,77% - - - - <br /> 0.095% ' 534 L.F. x 18" Dio. R.C.P. (CL V) 0.114% - _ - _ - - <br /> 94 _ ..... / . .. . . . ..... <br /> l <br /> _ ......... ..... .... _........ <br /> L S-Level _ _..... ...... ..__ a "l' <br /> 4 L.F. x 18" Dia. <br /> 92 R.C.P. (CL. V) !L No. C26994 <br /> Assumed Datum: * Exp. 3-31-05 <br /> El.= 100.54' 0 70+00 71 +00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 clvl� <br /> Sta. 74+00 � pF CP��E <br /> (Nail & Shiner) <br /> c� 7'yl <br /> PROFILE , sac <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE �� SHEET TOTAL <br /> %*Waw COUNTY OF SAN JOAQUIN SCALE: 1 lip=30 (HORIZ.) PLAN AND PROFILE WILSON WAY IMPROVEMENTS NO. SHEETS <br /> '�56Lk t� i � 1zs� 1 =3 (VERT.) (Alpine Avenue to 600 't North of McAllen/Newton Roads) 4 6 <br /> FILE NAME DRAWER SHEET NO. I A REVISIONS DATE <br /> IAcc tem r0 ects wilson wa wilson big lan.dW Driveway, Fence & cote Quantities 9/3/2002 <br /> n � . P�P 1 � Y� 9 P 9 <br />
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