|
:
<br /> LEGEND
<br /> 0. O A•c. over 0 60A G Bose V (rye') _
<br /> 0 `` ,
<br /> v Z \ �� \ t/ox A.C. O✓P//a y (/a.C .Lille Arras_ 7Y10 d. - a .
<br /> \ � \ \
<br /> ��
<br /> ZIP DETA/L
<br /> Amort ex/stii�y ,q-C. 9/•odP �' compocf e,xisfirry � �
<br /> m l feri a/ &' ,o ldce 0-50 '1-7- e- &,r. Al%re'l ,/9r•L-4ts 7 t-- 2
<br /> Grade <:f' Consl/'uct o 4 ;q.C idPwo%E sv.'f<i �/ y2 eCurb
<br /> i 9iale
<br /> \ o \ 0./7't�/,icknPSS . IA.C. /Elise. A"Cef TyoP -2). S/o e
<br /> ,p l/.73 '� \�7� \ f ,PE'D YO'E,nsfirn9 IrlZeS.Al E` C6 sfructl .Z/ar7c/icoP PamP, /� D w• ,P
<br /> P�. , h u•3 flandcoa Romp w%/I 'oe mead rod 0,#0' paidfpr ps Class o —
<br /> Co y /��� C0ntrete (0116. Gaffer a/,W SAswa/*)
<br /> Y C, x.xx /¢ of Curb d Gute
<br /> Sb Co { xx xX-1 G/�C7c/C 1E/P!/a t/qrl. {
<br /> f Com-f r. C(/RhE DATA / \ yd pyo of c�c.. . PL A N
<br /> A 54 ' 58' 19" �fi� lo" v I
<br /> Ch • 92.3/" � ♦ � p ee Li L�tai/e \ /Pd!D EXirfir�g CG f l/✓o fh� R !/or. /o
<br /> L = 95.94' T tB ��es
<br /> /
<br /> p T = S2. 03 (, za tse b \ , } �/urns �` eons/reef lo��refe /r/a/kway / e " er ' N
<br /> �j o
<br /> Ir. SAO. B/ 77 *7s
<br /> Q - \ a
<br /> a .e eO Ex/sfii79 ?,45'' C;G�'S A/ \s o N
<br /> o - CONSTPUCT 228'' C,GC'S.W See 6� N,
<br /> o R ,. \ 5ECT/ON A -A
<br /> Shf 3 fur d�fo//• � \
<br /> a A l.7
<br /> k, . _
<br /> i ✓ ii ii /,l/✓/111111111 , ii„iiiiiiiiii i %riii,iiiiii,iiiiii i•ri " 9 „9 /P/� / /Qa/Ylsd sha// be co/�Structed w/th a heavy broom fin/sh W/J`/J
<br /> 1s1 111 111111111 1111111111111 rF l � '' -
<br /> the /ape of theramp.
<br /> — _ — — — — — 2. For non- Standard s/o //catic
<br /> maximum, s/ov)•s , maintain h`ie fo//owii�
<br /> —— — — — — es : Maximum Side 6S/ode -
<br /> A. C. Dike /o remain /i7 face /.30 /z i 9 Y . P
<br /> __ /Y/aximum Ramp S/off - /0:/
<br /> Coat/r» /1.66 ii.ab /z.i¢ a
<br /> 50,CDN P7' I92 r C ds k/ P/ace G.SO AC. ` os Conform TYP/GAL
<br /> t Tyke A. Behiix s� ,�,,,i,F HAND/CAP RAMP
<br /> -rev
<br /> ;
<br /> on/y . ea
<br /> - ns to CoAform�(TyP/Co/ each ens "� '
<br /> r
<br /> '- _ . . � COiI3L` T.yG.�PiV• '4�W .�"D. � - _• S cSurrey
<br /> / —
<br /> 20 26 22
<br /> ,III , .
<br /> 1` 3
<br /> . 1,77oce Verf/ca/ CUr6 0// o'Psiynofrc/ lo, of C-e
<br /> t"
<br /> <5fo. 7t 8/4- ,el 'S/a. 9t?5 ,5 t 60Zt.
<br /> s _ Al� shall he BeyP/ .TyP& as shown below-
<br /> - — — — — — — — —
<br /> -" 6'©reform
<br /> Const A N 8 p g � Aefurn
<br /> Earthwork (/Neer.Arcs J
<br /> j �'//I /(}\ � '��y/^T - , --' } - S.W.��`S ,Pefarn - Broom Finish
<br /> Yor. iz:fo 24 for. R 6rocrn Finish j' See vale
<br /> Heil a i9CO/t: / f y- A6ovL-
<br /> / /6
<br /> + per/ r / Leve/Line
<br /> VClr. COgJOr/►) a' ♦ -d
<br /> .I .
<br /> L iin/ts of C/eori � 6radd►f� y�` �", �•
<br /> i'Yo�►, G ♦. . iR
<br /> EXISf//l9 �— • - 4 ° /L? -♦', 'e' : ti�.0 :"' � \N `t�
<br /> ,
<br /> ,
<br /> 6w /�„ •
<br /> B.jvA•C. set/OiO' •C. Bost A e p ' rtenaKn in a �' ' a Dowel soaca�
<br /> /�"o. c. reared and w/-a ed
<br /> 9 PP Z Sand Cushion after
<br /> OOB"4.0. yar. , one side thrauyh every fu// compact/o/7.Section C-- G O. eri/izEn'So!/ ' pa o ✓ /ret
<br /> N.rs. j ex nsi n "a '
<br /> e _n i
<br /> Sed' 17 j') A Grade urea fron7 A . S Ivl fo existing
<br /> Cons/- rs _ Fence /line ! � 16 r, z/o,Sls Vol 00 l/. .
<br /> Limits v e G C• tf'or/hwvrk(I.Wrc. Areds) Limifa_ of Cleorin� Grubb 9 fire iva►k (Miac• Art ' - - � MONOL/TH/C BEVEL TYPE
<br /> ' ' �' sQOBX�lx16©A•G rte/oy CURB , MUTTER F S/DEWAL K
<br /> o/' A.G Orer/oy t1' I � o- �I, , .
<br /> -_ _.., ar.--,► Conf rm �
<br /> a"
<br /> w 3
<br /> 0.9ogc.
<br /> o W /ace 0.S'AjV.Qike Type -A z
<br /> . /On D - 7 SeiDn B f' Z
<br /> er-r 1• .u.r. - -
<br /> W I W
<br /> z o DRAWN BY DATE J
<br /> PROJECT ENGINEER DATE sMEET TOTAL w
<br /> CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE , __ o. SH T _r o
<br /> `� *444 C TY OF, SAN JOAQUI �I ", � C' CW C.r,149A1 LIU 7��fi�LS PROJECT PERSHING AVE.AYE. $ THORNTON RD. w
<br /> s dao �, SC'ALE : 3 ✓`'
<br /> INTERSECTION IAAPRftifE1 NTS
<br /> \� ROAD FILE INDEX No.
<br /> "
<br /> iRi6"L
<br /> r
<br /> i
<br />
|