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SP397 - SP404
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Last modified
7/15/2024 1:56:58 PM
Creation date
1/22/2016 11:33:14 PM
Metadata
Fields
Template:
Small Plans - SP
Project
Plan and Profile of State Highway (El Dorado St)
Limits
In San Joaquin County, between Richards Avenue and Charter Way
Year
1947
Red Lines
Yes
Supplemental fields
Classification
As-Builts
Cross Ref
SP397 - SP404
Type
Plan and Profile
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1 <br /> DESIGN CLASSIFICATION 2�0()„66- - _. <br /> q <br /> T <br /> i,s,o Curti � � &/$f curb <br /> E� r TYPICAL SECTION <br /> " { t, ta,B35m6 tri Sta.S5I53.S3 <br /> /17 r` Uke Notts <br /> -----.___..m._.._ __ ... ......_. <br /> Ile <br /> arm" )TES a <br /> 2Ks. PUS a 017'06._pksa ..a �x+3t,...._ Varraable WP�a'1h.AC Rive rrent - CX d 0 1 Fill iopw i <br /> 1E 6L as r r. <br /> c ,r ✓ .. <br /> " <br /> aw <br /> R tin�muPo dryMaximum <br /> To be '&sed at locations where �i <br /> fill slopexcefd 6s9 Slopes between (30 d 0 9fa�I as foiows- <br /> � <br /> curb ?- 40 aJ /d 'xsdth of R1 hoid Cue <br /> aoalRa �3a TYPICAL Tof oCe @` from fide aP <br /> B35*6Favement.Sta.B2 t 4o S9a. AR C ACTIN <br /> City type Curbf '.. p vYidlh of R1'N, hold tum <br /> tS .a <br /> r. ._ ...._ ._._ _ _ .. _.. <br /> 41nC shoulderrea moot <br /> oe lsJof a <br /> d& from die of <br /> fi' f Algr l Pavement, <br /> ub- <br /> _ ter <br /> 017 9a / frs Pm.$ I Gotl,') osa <br /> ow <br /> < <br /> mevt I <br /> Geo/ , url i 5d V2-width of R/W hot,1 tup of <br /> 4-AIV1rt 6 p - a e z to, I <br /> hist FCX' �, �Nl r� y/a p°I t9� V 7S 9° stat h from edge cP ahoutder. <br /> Wiloy Out <br /> 6fa,835 m 00 to ttaa 65P m 53.63 <br /> CV9V Of MkVi'r) f-ailed areas ore to be excovaated and <br /> .„_. .m._..__ reconstructed prior to placement <br /> of <br /> wi <br /> CContact et <br /> CSIef h�,S. 7 <br /> ever , 4J. thr*K f <br /> 2 s-_ 7 / 46rres—.„.,_, let lra a._ _,._._7rar*! »es._.,„. _..._. �a' cf C' r dear ka✓e �1 1.33” of B G, ” Ls dlrecled by <br /> _ _tea 1 ' 4kar 'dat _ ��"_ the 6ngsmeer <br /> r Ck S 4 <br /> " -. <br /> a <br /> or <br /> t <br /> Ista a" 00 <br /> TYPICAL SECTION • <br /> _.. m. SK 789 too to Vo. BOl roe <br /> kills F <br /> . aff <br /> 24 q0 <br /> W_ _ .'.. <br /> ... _. .n. �s. .... r <br /> teat !Y Gf est <br /> �° arre t for) ` a`^ _. „ . ZIRAf ah �,S. REQUIREMENTS, <br /> As Wt _� �. ._ qtr? <br /> TY AL SECTION ��., 5 Sto, a " <br /> a _ ro 4 Sfa sto l to Sto. 63o � -; <br /> Ste77 to 510<789+ «arW_t �� a.7 3f00 to ,.m. 792 a50 9 1.�..,... ' z� <br /> Sto,792+50 to 91835+60 - 1.33° <br /> Z!t ah <br /> R/W Gy` fie <br /> LEGEW" a , <br /> plant fprx urface <br /> t „ 7 ! Ci4 ,cr �b *U' � 7 erala R a4 <br /> ! Untreated Bost <br /> .., � <br /> g t.So M, � meted <br /> � � 6 R3 S trr;v Sib-base hPe+aN <br /> -t <br /> Trt � � TYPICA CTf N Y� r, BTC). — Dense Grade (PRS) <br /> 6tm 625#0 <br /> to $tag <br /> ears, testa .£,a. Open Grade (Pht.S) <br /> u„ 65e fo Sta <br /> AS BUILT PLANS <br /> Contract �� ,1_7! <br /> ._i �t <br /> ( � o ads Av' .. tat a' <br /> v <br /> Date <br /> e <br /> �°. t _.__ _.__ <br /> r t,� r <br /> � �� °. ' � -� ��. ��. � ale � � � <br />
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