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HomeMy WebLinkAboutPFM01406Penny Rappca Allen K. Settle CO u C I I men Paul --- - ----- --- -------- Icetz Pamela Voges city cLcizk Roger Picquet city Xttowlcy d112CCtO12 Of PUB 1C 2.C.C.:1 0 7 0) W--ayne A. Peterzs%on i index tO PtAnS sheet 110. desoziption �• 1. Title Sheet, Index, Project Location 2. General Notes, Legend, Abbreviations. Detour Plan 3. Key Sheet Layout 4.°Key Sheet Layout 5. Typical Moss -Sections, Sta. 39 + 75 to Sta. 50 + 50 a. 6. Typical Cross -Sections, Sta. 16 + 46 to Sta. 39 + 38 ?. Plan and Profile, Zozobra Lane to Sta. 50 + 50 3 8. Plan and Profile. E1 Mercado to Zozobra:Lane v 9. Plan and Profile, Sta. 33 + 80 to E1 Mercado 0 ® 10.�Plan and Profile, Sta. 27 + 65 to'Sta. 33 + 80 11. Plan and Profile, Sta. 21 4-80 to Sta. .27 + 65 12. Plan and Profile, San Luis Obispo Creek Bridge to Sta. 21 + 80 13. Construction Details, Grading and Drainagge Plan 14. Plan and Profile, Sta. 200 + 00 to Sta.,213 + a 15. Plan and Profile, Sta. 213 + 00 to Sta: 258 + 35 16. Miscellaneous Cross -Sections, Sta. 40 { 50 to Sta. 50 + 50 17. Miscellaneous Cross -Sections, Sta. 200 + 00 to Sta. 217 + 1W 18. Miscellaneous Cross -Sections, Sta: 250-+ 00 to Sta. 258 + 15 19. Miscellaneous Profiles and Sections 20. Miscellaneous Cross -Sections and Details 21. Signing and Striping Plan, El Mercado to Sta. 5 + 50 22. Signing and Striping Plan, San Luis Obispo Creek Bridge to El Mercado 25. Roadwork Details 24. Roadwork Details 25. Roadwork Details 26. General Plan (D eT 27. Foundation Plan "t3 28. Abutment Details 's= 29. Bents 2 and 4 Details m 30. Bent 3 Details 31. Typical Section 32. Girder Layout 33. Earthquake Restrainers 34. Prestressed I Girder 35. Log of Test Borings 36. Traffic Signal Plan, Zozobra Ln. 37. Traffic Signal Plan, El Mercado ® 38. Traffic Signal Schedules, El Mercado 39. Traffic Signal Plan, 101 Ramps - 4. 5 }- 40. Traffic Signal Schedules, 101 Rampps - 4, 5 41. 42. Traffic Signal Plan, 101 Ramps - 3, 6 Traffic Signal Schedules.`101 Ramps - 3. 6 43. Traffic Signal Details 44. Street Trees, -El Mercado to Sta. 50 + 50 CL 45. Median Islands Planting, E1 Mercado to Sta. 50 + 50 v 46. Median Islands Planting, 101 Ramps - 4, 5.to E1 Mercado 47. Median Islands Iirc°igation,*El Mercadoto Sta. 50 + 50 48. - Median Islands Irrigation, 101 Ramps 4, 5 to El Mercado 0 49. Planting Details .J 50. Irrigation Details 51. Electrical Details and Notes •i 52.- Electrical -Plan, El Mercado to Sta. 50 + 50 v 53. Electrical Plan. Sta. 33 + 80 to E1 Mercado 54. Electrical Plan, Sta. 27 + 65 to Sta. 33 + 80 W 55. Electrical Plan, Sta. 21 + 80 to Sta. 27 + 65 56. Electrical Plan, San Luis Obispo Creek Bridge to Sta. 21 + 80 57. Electrical Details t/ DQ N i I E I �E LEGEND AND ABBREVIATIONS CURB CUTTER AND SIDEWALK CUR REMOVE CURB & MEDIAN, SEE TYPICAL SECTION NEW •C• PAVEMENT, SEE TYPICAL SECTION A.C. REMOVAL, SEE SPECIFICATIONS SALVAGE & RELOCATE PER CITY OR STATE STANDARD I CE Y THE ENGINEER SALVAGE & RELOCATE, SEE SIGNAL PLAN FOR NEW LOCATION REMOVE, AND AS DIRECTED BY THE ENGINEER, SEE SPECIFICATIONS ADJUST COVER TGRAD TO E ABANDONED, SEE SPECIFICATIONS G TO REMAIN 1'R L, OFFSET DISTANCE FROM LEFT/RIGHT CONTROL LINE TRADIUS POINT C C.R.CURB `` is RETURN TW TOP ORETAINING ALL C TOP OF CUR , T WATER VALVE FH, FIRE HYDRANT D.I. DRAINAGE INLET SECTION/DETAIL O, g - SHEET NO INSTALL SEE PG&E SSTREETLlOtHT, DRAWING TREE SPECIES AEUCALYPTUS FICIFOLIA 16 1� lal Tree s PINUS CANARIENSIS 1- IS al Trees) C CUPRESSUS MACROCARPA a UD L I QU I DAMDAR STYRAC I FLUA { 9 - 1 ` eec 20- ES- M A7 -C ES - 3E D97F S~ 6A ES GJ A20-B E -'LA D74 ES -16 F - bS - 7 C-1 ES -U D - ES- 40 - ES-R ES- 6L A 7C- 1S-2D D78 ES-5A N- - es- IV E - gm 77-E ES - 3A D89 ES- 93 T_11 E - 9 ES A79-B 3$ D97D T-12 ES - 11 E A73D87 - B ES-5 T-13 ES -1 S - E ES - IA ES - ID D94 ES-5F T 1 _114 E - ros ES -roR SCALE TRAFFICDETOLIR 000 1500 FEET SOUTP50UND LANE CLOSURE REFER 7-0 4/0TF 9. t sJ, d YFTE � , � �DAL CITY ENGINEER CITY OF SAN LUIS OBISPO 4 ,F t �zaf8& mm VICINITY MAP S CALE miltokfil ALL WORK WITHIN STATE JULY 1984 STATE STANDARD • !. PLANS I AND THE JULY 1984 STATE STANDARD ALL WORK WITHIN CITY RIGHT-OF-WAY MUST CONFORM H! CITY OF SAN LUIS OBISPO STANDARD PLANS AND SPECTOFITCA TIONS. THE ABOVE STANDARD SPECIFICATIONS ARE AMENDED AND AMPLIFIED BY THESE PLANS AND THE PROJECT SPECIFIC TIONS PREPARED BY CH2M. HILL INC. THE OFFICIAL THESE PLANS AND PROJECT SPECIFICATIONS, ANY NECESSARY REVISIONS t KEPT ON FILE ENGINEER.,IN THE OFFICE OF THE CITY • amolmommint ♦ , • • { • DISTANCESDIMENSIONS AND OFFSET PLA * HORIZIONTALCONTROLARE FROM OTHERWISE THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS WERE PREPARED BY PHOTOGRAMMETRIC METHOD RECORD DRAWINGS AND FIELD RECONNAISSANCE. THIS IS THE AVAILABLEBEST INFORMATION,• •CONDITIONS BE DIFFERENT. *•CTOR WILL ENCOUNTER VARIATIONS BETWEEN ACTUAL. ANDTHOSE.* ,TIONS WII,T NOT BE THE BASIS FOR • CLAIM - COM- PENSATION. CONTRACTOR •* SHALL SATISFY TO THE CON- DITIONS ♦ • TO CONSTRUCTION. SATIS- FACTION OF THE CITY AND ENGINEER. THE CITY �, REGULARLY APPOINTED AT ALL TIMES DURING THE PROGRESS ACCESS THERETO AND SHALL BE ALLOWED+►EXAMINE SAME AN* . ALL MATERIALS TO BE USED THEREIN. COMPANIES7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT (USA) 1-800-642-2444 AND AF- 1 FORTY-EIGHT. PRIOR TO WORK. VERIFY8. THE CONTRACTOR SHALL •N THE HORIZONTAL AND VERTICAL • PRIOR • :• NOTIFYTHE INSTALLATION OF PROPOSED UTILITIES. THE CONTRACTOR SHALL ENGINEER IMMEDIATELY IN TEE EVENT THAT TRAFFICTHE PROPOSED UTILITIES WILL NOT HAVE ADEQUATE COVER AND 9. FREEWAY DETOUR PLAN SHALL APPLY HOURS OF 01 AM. AND * If A.M. MONDAY 2" At OVER " RASE L_ PARK ENTRY TA 2.02+ 00 TO STA 29+ Sr. "':lot AC OVERLAY ail A 0/, 10 ' K16iAT OF WAY 40` 0,17 TYPE" 13" AG OLANKI:T (VARIES 11' — 20' M MR .15' DEEP LIFT 15` At j ' TYP9 "IS' AG DEEP LIFT 5LANKET !�Y OTHERS REF TQ SPIcCS, DEDUCTIVE ALTEMM A ) t AND AND 0,1S' # D CONTRACT 2' MIDI, A VARIES COLORED CONCRETE DAVIC COLOR "16 — BRICK RED) PAITE ' HEX CTAMPED TILE PATTERA i i s 3/4" , TYPICAL C N K TE rAVEP SCALE I" ; I' sm EYIST. 3 - 10" 4 5ARS EXIST. A AT EXPANSIDN DINTS VIM f VARVEfTH AC 13LANKET NJ Typical Sections • a PLAN; EXIST. PAVE ENT `TAPER AC .I ' J7' m u 13 I a- - MEMENT 0.17' 'TY!°E UK AC BLANKET . la' a WIDTH VANES - COLORED COGI�F?E * I AVI CDLDR I6 - BRICK RFV) ATIIrR 7UAM110 �AIVpSCAPEp AREA 7TE?,NVANES To " MAX, VARIES L%I al® 40 STAMFEQ"� I TJLE.WIWI- a 41'lj R. 24� " Iq" #43pi$S EIT. AC A0 OVERLAY 2" D.C. E AT EXP. UIT (TYP. — -u 0.; . TA =� GiRAY CoNtRETE X1ST, M. £BRAY SASE CD BETE MOKPILL WITH SELECTED tlA# L, M UE EXIST. 13A ES TC M&RADE �uI ACE TYNCAL LAND�NrED MEPIAN I S L A N SC,ALE "pI ' ATE DRAWN E A` DAi AAY 1 DESIGNED 9Y ', l�nille OWN CNED ;13►Yf I APPROVED. NGINEER NO. , � �>i �' #1►i i i'` i wo M. 5,0 R. END 5TA. 3 -t 00 - AI®% CURB O STA. I °t 70� m s r INTEGRAL SIDEWALK I TY EXiSTR 5T 0 j e PROFILE GRADE EVEL I vf� 0. 3 0 t dt c 1. IP ., . ' "Cl. " ,1 C' VARIES 891,100'a VARIES „ X T P TILE 00 G E7" 21A VARIES ?' COLORED TO DAVIS COLOR 0*1. 'PLANE XIS`Tm TACK COT DR ICK RED q LT " 85 CURB I PAVEMENT 1. ' DEEP LIFT A , ., 0.31A.,bTYPE u . / .17' LA& A.C. LA K T NOTE* As NECE5SARY, USE MAXIMUM THICKNESS OF OVERLAY TO MADONNA ROAD REDUCE CR055-SLOPS 5T/\, 28 T ETA. 3 3S '7 I P A tlARIES LTRAN AZ-AZ-6 CURB `CARIES CITT j DA RD i : 70 STA. 37#38: A,C BLAAIXET TACK COAT FOR A.C. BLANKET 11 TREAT WIT-9 CEMENT AND RFPI-.4 ('.F /Z5 = DEEP LIFT A.C. (1 1 *a/7'8 LA Nl',F-T) SEE SPECIF/CATIONS VARIES 120 VARIES r � L . L7 L D - - - REMOVE E.X'IST. C R3 ourree ENS S TA. t 70 0. 35-TYPE .4. C> LANKET- A.C. W1 PRIME —TACK COAT COA T .MCAT S,tCuTj jC' teri h'EMlJi/� EAST I e ' "C1® " . d. :Ail PRIIV Cr,4T O. " y r a VARIES TYPE A A.C. DIKE STA. I I, 95 7D STA . Gt05 PROFILE OPADE ® g0P "Cl. 1. . -REMOVE EXIST SIDEWALK, CURB GUTTER A2-6 CURB 5TA /6 A 46 TO 5TA 2 5 + 71-71 CALTRANS STAV04RD tP TA. 16-14G TO S7A. /. + 77 : 0.17' 1N. 4 TYP .C. ! 2 MAX. 4(x1?PCT TE- STA. 21 t 44 7D STA. 28 t 08_ O. 3 S' ,STY ..A Cl CTS, SEE SPECIFICATIONS CONCRETE i, =AGGREGATE • CEMENT ` ., Cl. CLASS f1waUm - •.. — nF t • m ' I.5% 4 VARIES SAWCUF .3 r "TYP .C. J 1 PRIME CAT c -7111C1. 2 100RR4if w ANAC DITC4 FLOWLiNE 6 so MOAT 4 �9- 48- �-7 Ila 0 NOTES 10 25 CPAISTO&T INUALL TRAFFIC UANALS 411 BAPRI AVE CD cc% CUTRUff FCC URA (V)t OlUTTER (19"), AND SIDEWALK 6"At DEW V 0 INSTALL V, CONUMT H l G RAMP UIMT- TTERrib a (ALSO mrs. To Cli. 61) MOWY IRRt4ATMA By ON F (M INS5T 4 9A 19+70 to ICE W/ To�� r -1 Q REMOVE AC, ZIA SO WNSTRUaT 151KR PATR mobify IRrIlGrATIOA Mat 6) M 'LACE 9 VEEP LIFT AO AC OVERLAY (cet CRUT 44')1— EXIZT IRRICTATION M CDNDTRV6110N CONSTRUCT CROSS OVTTER y OU 19 PATA su P; CUB DATA CVRB VATA INSTALL CATCH BA91N, JUNCTION DUX, AXD A" cmp N 50 �7 �11 II 4G Y�' b' CATCH WIN S�AU RAVE 3.5' MNIN4 f �s L L FY OVERS L ?LAOE 5' DE P LIFT AC, M?m + 41-� too t 10 II F-LACE V 0 OVERLAY RAISE UTIL11Y aVERS 12 I MNUALL EXIU rARK SItrlq FROM UA 94400± ?0 Ag NUILT 0017 °� �11;�1���1ii�l�;j1� j�l' I��I;��r,°iuJl,�'1�° �,�i+ 61 city of san l.uis oBispo Plan & Profile Z z 0 o obra Ln. to Sta'. -50 + 5 DRAWN BY MDN ELK DATE, 1VJrxN5D BY SCALE-` GH�OKP.P -Awfi APPROVED I ENGINEER NO. - MADONNA ROAD WIDENING 7 OF57 CITY PLAN NO. K52B 11 m_ ,.�®.y....-}_ e--'®.-_.-•.- _ -s-.® e..._-w'.__ _ .--•...._.-s_-- .-._.v-- _«_- -r_ _- ,. _ .. _ _. < .-._ _-.. _• --- _- . s-. - > _- _ _ - _... .- _ .. .. _. .... - _ _ - , _ _...--«-_ .. , - s ... _ . _.. , s t � a � 1 { i i AL I-H toI F I 1440. _ -7- -7773 } i � � EFFORT HAS BEEN , FXN THE , A ZON OF UN �,.I-t- . . . . . . , . , . . . , --- - , _� - Fx� A E UTILITY FACILITIES ITHIN JOB -S -CW MISTING V` � } � L'C)C TZflN� WHE SH I8 �tP �XI TT --*- -- • I ? r j ;}fig •` �ji } /Hy�Usli (� CALIF. r_/OgF' ; Si}°%it` T' e � i�t.� N A UNNDERGR yG; PRIOR SERy�s �+E# �ALEH ` i _ "A„ < - ` , , _ , - , liC Lls-Ll1IrIFe* V V �rt G"',G *i SY 1C5'J i -® � e_- 3J Li7I it T[1G 7T1!2.'L OF i - }t 1 �%' Q tayw-, \ y+ p �s - ' E1 Fuld°t Pik i L9 .. CO ION STSTA - - ! / .D ~ _ . ; _ , '#iE - L; F4VIDE_ SURVEY. L THIS. r -+-- — fit' r C3 9 > , , R,A - . S F -BUILT R 'SI THE CITY 1rJITH!A f6 TG 5CAP got I LS OF THE COMPLETED . RO78CT P I .R S 4 � Z 4. THE _ _c2ct side o1'Irrt t�tt > w ACC E- THE `T _-CITY. - — �$Ep L tJ � tV � � ® FINAL sr t , SHA 1.35 ; -- t�rP�i] f /� rT 7� ry t n �y �g T 7� T � , i� 1 Sill i�€a VY t 1.11i ...rAi+.CYT --`c. � • iJIX\ i •t1LrLr 4T - - a, A -_ SHALL } Y; C. � ,�` i3 � N � � , _ LOW APPLICABLE Ni3iJ L SAFETY - - - ;s; 4 `9 �, ': KEG CATIONS Chi . A S S CT _ API OF rE ? -LLTJS AL SP S- K tP y. „7 + , 4� �y O iJFF CIAi.S °`iiiE ENGINEER OF i3 . THE Ett i,BE- RESPONSIBLE- - '- - +--- 4i ``• . _ S ®�TOi' ©, FOR-ENFORCING,F -. _ .-..........__.. _ _ . , a , TZ£�NS•a 7. CONTRACTOR SHALL B _ _RES_ NSIBLE FOR; AIN NCI _D_' P_ `YI . __CFO _ __" I !U ALL NECESSARY PERMITS, _FEES BO _ CHARGES NCO CT O tIT HE _{ _ _. t } -- t -SHALL LL. C-AN!),-�-� -- t , _Z S`L 'iIZ S ESr i b ' + m �, N1 PASSED N TRENCH 13A K ZL .. 9, I _ S 11 T RTAC IN ACE �5 IVE_a PAC` - _ At C��hsPi.LTi i -I�H� PA E3 _. - �.i V;IF t'N a ®_ _ _ - _. --.-.---•— _ - ._...+.. _ -. _ -. + - � G� , ACI - v - i L&T AT N.E. .0 R, INTERS C Z MAIJqD } 1 I t E �r I T'B NORTH- - 4 } --TO-BACK--S --CITY _$ ;M . I No. —j - - __ -_ _._ s -�- f t OF HE SAN LU S,- -•IS _ #C?UNTY HP' TH .A }R'I�� TiE_S AT . ,1 . CAL FORNIA S LL HE C P�� 'U B. TiE CO C?'O PI� ACCEPTZF ...E � t I TO _ F , > 14 ,,� WATERVIC3 € NEW i.AWNA LAM THE CITY ENGINEER. z MIN. AND VARIES ��RK �� � CoLpR,;g CONCRETE (DAVis coLo xi S'~ SFI. 14 15 ,, � e p _ 1 5. ` CONTRAC�.O t $3�. IIAINTAIN F' LAii u Jf t (a� �7p y��qN 7 Y T,qy [ ( J ORICK FLED) �+ T.�%' Ol 'a_�l, dil..CL.�7 t7 S.d rlS ADON1V iY}: Ll�1.d ��` 1�T FiLiS 1 Ill%..9J ® irP �'"a L.fil/:.✓ SSc Z ALL T �. 5" HEX 5TAMPEp TILE PATTERN _ '""®�— to iG. Co�ITRk6T' TO SUPPLY TRAFF IC FONT L FLAI~I ®— FOR COUR5F— OF GOIa.IS`l 'RucTt01,,,I TO kppKoL OF IT Y E14 C-r I N K 'A9iE3 4 P } ♦. �. A CoP NTI — - � �✓ZO. S' gyp° rAtacee--- _ To s" rnAx. ;� . - 3 -F 41 T 1 � , K1 C) PR PQ FIFES e_NTEK T AKI 5" III pifk T-EK J R,�IgED t�1 to �- ARE ALLOWEp I OU,--rEt RE55, °® 4 �� ' 'a.'e J@ - -- �s >� 18. AWC Tla SAT Ica t`^� �O r,dl/. C.+M Zr.(�Pv,3 is4d. �fKr ,^9 6 '�`! l.fi.. i-1 Oyu i�A1�T. F-e.L. [.« %�.�r. VY�tl l,. i'o9 - SAUT 37 FOR W14i- �c A r �1� rr�� c ,ems A a� le'LONC7 "4 I5AR5 AT ,�,----�� "�` ®sue �L t9. '�'EF 'ra PLant� F�A� � fE° sracy�c. CABLE �: Af6,ee-A� , €XI'ANsll�*� JOINTS AT 24'o-C.. 4T - ___, _ � � _ --- 7, F,/ �S1Ewr+f%44 PrJ4. Face MOP66 ° -7AIL of -rub' FZE'a cr1Ve' urILIT'l' h-rALLA- ONO. A -A TYPICAL ONCRET PAVED MEDIAN DETAIL _ _ s F�. u� � SAEET 2I FOR 1� PER To ��Y F�� F tJ OF 7�3' ® $ � R Mf�L Nta)� - I r / NO 5C E ` L"f-�At�1/V�`L./�t�,T'1c��1' �'+�'.,A ��c rlir_�r ,�r- A� _r., . _.._ wi TN ARIES - - c ,Lolz cRETI; (OAV15 CCLO 14-0 BRICK RED) LAND5C PE AREA 8" HEX STAMPED VARIE5 TO TILE PATTERN ,8„ MAX C i 3 12e 55ACnF LL +V1Th+ SEC- TG �� MAT IF+1� lZa 17 aL®� A S 16v"Al - - '� v Etl,sll€?Si�1ly�t ritc i1t Ce MIN,__ ly ► I; GSTK JO 8 IT ► i► _ sry�4 AR 5TD GREY C0NC. N I * 1 EXIST QiiEFLAY 2 - I S" LONG -4f HAR5 AT RPM VE EXt5•r. A O AND EXPAN51ON JOI S !A5 0-- nl�� Ili�1 it=,,u= "« pt�Eln=,It`=ul=ul=lit ltia 0T_ -NISE IikiDM B3-TYPICAL L.AND5CAPED MEDIA DETAIL NO SCALE PA✓ibis j Ac,- cot -ro ov6- uZ_A t d FAi ` c Ica 41rrr�rs oe S.' C-L /�'z : A %)L? nVL Y 7-0 04,45Q4AY � a 3 VARIES 71i IES BAS- AII,10) PAID iV7- E4 14r -- `� s Ld A.C. PAVMT (JAtcc.t,lDL-S Z"0\1 LA.Y\, LirED NATiVC IMAT'r. - S E AS A F3ov-,op- - EL McZCA 4 ZIE!,- 3,3A,C YAV t�a�I 312� � ��L ��TtoN� TYPICAL ROADWAY SECT N NiA _ !®^ rr�,,z, I /- IMP YAFIEci 0 -97 II 6P LIFT _Ll c?11P F1ATt £;d/ WDOM R CAD NOTE' 5EE PLANS FRETIPIZE Y I.ANRENCE MOLINE, T`Y P IL SECTION A5LA , SANTA MOINI, FOR L_AN APE AMID IRFLIGATION FL F9 AISEV MEDiA`L Z5 0 Z5 5O 140' I ®/ r 6D , 0 N g� K. � OF \° NOTICE `1; osa1 b1 Iho Clly 40e1 net V xWoaler' occwoc+ nar ea.*plile.m of lkaia ►I*.c to dr.• CaIhzdia 1p a goner to W14 Im p(s)"t Mrro& It 1 h0<1 5e 1he tlipan 3t> P; at It* rrn.r and Englao.t 11A"; l la �iicl ong dilicl.ncloe that oppov ijwin; of otter cantlrvctlors Cit, "cifkollo.w and "I"; 5w4wde LW bo fall*-" ml.is ttaol us welr.d ce vodifl.d by xotaeol{do.& Tire £.grtxiet of 31eea.d "A prooid. r.prrdaelblo 'A5 €'.atl , pleas t. trr Ch't prier to pro).el bataf occeptid 1:7 the City! lrrca/arar FAa z E < ,�5L, "e,,F� 4 Do ENGINEERING BY CONTRACT SURVEY AND DESIGN INC. SAN t!,..UIS OBISPO, CALIFORNIA (805) 544-7407 +1 CITY UTILITIES ENGR. 0 I V s III�II��I(t�tl(t{�ll�,a'��a�ll��l,�ljl�m'1aa m; ;hill Ir,� I�91;II i ;li ll�ild�c tv of SAn tuls OBISPO 'LAN 111= 201 MADONNA ROAD EL i AVENUE TO SAN LUIS OBISPO CREEK BRIDGE PLAN AND PROFILE :0 TO EL MERICADO DRAWN 8Y 1�C DATE R1BI�S , DES I GNED BY ANC Els �dr CHECKED 8Y APPROVEDTom; ��° I �a I W • CX 8 a9 ENGINEER NO. _ . - LOA HILL f I Kc I T 7WYm—A jNw. � 27B * . : . . . . . . I . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . .. � . . . . . . . . . . . . . . : . . . . . . . . . : . . . . . : , , * : : I I * . . . * I * : * I I * * * - : * * I I * * I I * : I * I I I I . : ... : . . . . . . . . . :1 I * , * , * * , , : * * . . . . . . . : : : :,: : : : : . : . . . . . . . . . : . . . . . . . . . : . . . . . � . . . : . . . . . . . . . : . . . 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