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R&D 18 L.F. <br /> HAMILTON PK Nail W Exist. Conc. Driveway ° <br /> MIDDLE Assumed Elevation Collet. Place Concrete Driveay � (A SCHOOL 100.00 for details See Sheet 4 °- L4 N <br /> Place a 14 L.F. N N z + <br /> CD 00 <br /> ° rn P ExistingChain Link ° Driveway P P O <br /> * w or Wod Fence for details <br /> _ i < 0 o Joint Pole to remain in place � See Sheet 4 N Existing Signs W <br /> + 6 + for details (Typ.) + + to be adjusted + � <br /> 23 EVE ENr �!i!�_ o N N � See Sheet 4 0 0 by others. 0 N I <br /> H _ \ 0 0 (Typ') FE I o <br /> (\� <br /> -- -- ---- <br /> I <br /> bhiEb <br /> 0 4' 4,� i rn <br /> 28 29 N 30 MH 31 32 4' 33 4 34 <br /> !!_ <br /> I <br /> - ----------------- --- _- ---- <br /> MONROE — <br /> ELEMENTARY Clean Existing 0 <br /> co <br /> SCHOOL Existing Concrete Drainage Facilities (Typ.) 19 R&D 24 L.F. R/W A.C. Transition <br /> for details <br /> rte, C.G.&SW. to remain N N ° Exist. Conc. Driveway 30' (Typ.) See Sheet 4 <br /> < in place (Typ.) r+ fi z Place Concrete Drivewa <br /> LEGEND R&D 6 L.F. P ° C ° for details See Sheet <br /> n Existing C.G.&SW. (,, L,, <br /> ® A.C. Misc Areas Place 6 L.F. o <br /> ® New C.G.&SW. + + + <br /> r° Water/Gas Valve Frame and Cover to be °' O W <br /> t o0 o f� � <br /> adjusted by others. B N FF <br /> L4 <br /> 6 Exist. Storm Drain Inlet to remain in place. <br /> Cn <br /> a Joint/Power Pole to remain in place GRADES LEGEND <br /> Sign to be adjusted by others. <br /> EXIST. � GRADE <br /> j -------- EXISTING RIGHT FL (to remain) m <br /> Q Maintenance Hole Frame and Cover ------- EXISTING LEFT FL (to remain) <br /> s (To be adjusted to grade) — — — NEW PROPOSED RIGHT FL <br /> � ---- NEW PROPOSED LEFT FL <br /> m <br /> M <br /> i o <br /> 101 < �, /�/ <br /> m 69% 101 0 <br /> �OFESS <br /> o. <br /> CIO 100 co .. 100 =SIo e +0 25%_: <br /> x `O sloe +0.62q _ _ _ - = c �o,S�o 100 W No. 38465n <br /> LL=J=J --------------- <br /> u x-156 =SIo e +0.25% Exp. 3-31-07 <br /> ,. <br /> f -- --- --=- <br /> 140 <br /> _~ --- __ <br /> y „� ` _ e 0.50% r r �Q <br /> W - --- - <br /> - ---- <br /> Io <br /> O O 99 77'=SIo e 0.20% r C/vC� <br /> s CID <br /> - <br /> .... .... ...... ...... p <br /> tl <br /> HorizontalSSCca a 1" _ 40' <br /> Vertical Scale 1" = 2 <br /> „C�"" �✓ <br /> N N N L4 W (d .(A w'.1 (A � w W IL4 (A W (d (A W W W W - <br /> + + + + + + + +i l + + + + + + + + + + + + + w <br /> � 0) W O N ? O dD i 1 O N + + 1p O N + + + O N + + + <br /> o 0 0 0 0 0 0 of o 0 0 0 0 0 0 0 0 0 0 0 0 0 o PETER D. MARTIN <br /> Proposed Beg. Conc. Left (Sta:30+07t) Proposed Beg. Conc. Right Sta:31+34f R.C.E. 38465 <br /> O Match FL Elev. 99.15 w Match FL Elev. 99.28 <br /> Z Storm Drains (Sta: 30+84t) <br /> (Lt: Elev. 99.01) (Rt: Elev. 99.11) <br /> COUNTY OF SAN JOAQUIN NO SCALE PLAN SAFE ROUTES TO SCHOOL—ELEVENTH STREET Sheet No. <br /> (West of Pock Lane) 3 of 4 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Sdva 06/05 �aJ4 to o 1G1 4/7� <br />