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HomeMy WebLinkAboutApr-73 - El Camino Real - D-0005 DIST. C E SHEET' TOTAL U IRQJ �T No. SHEETS INDEX OF SHEETSSTATE OF CALIFORNIA 05 S L 0 Topics SHEET No. I TITLE PLANSSTANDARD _LI SHEET _ TRANSPORTATION AGENCY w" SHEET No. 3 INTERSECTION IL OF `0� Ir T SHEETS No.4&5 ELECTRICAL PLANSD'hw FU IU PAVEMENTSHEET No. 6 MARKERS DIVISION OF HIGHWAYS PLANS FOR UONSTRUCTION ONw p SHASTA AX LLii... TXkMiTY : w TLpAMX THE COUNTY OF SAN LUIS OBISPO ti.VMA$ '4w ," tot TOPICS PROJ'IECT iM/TT5 rpBK e i) i >3 V r. t a s t t K! '1 _gip 9v IM k L rRM tMIMC1$fi8.. TR 1e A RA 4 3Ap4A. i C6AilA ix y� O_ rANYA SRUr T 3004 ( 2 ) : f CHANNELIZATION AND INSTALLATION OF : f T4bALL :: Ri pSr { b .. TRAFFIC K HNApipip YlpYUW.. Lamm" i ? Q K .i .. rlR. E.....,. w plate SAFETY LIGHTING AT THE INTERSECTION OF TRAFFIC WAY ir pCPE i i { ;Mit:LlCLV2 M AND EL CAMINO REAL IN THE TOWN OF ATASCADERO Y A 1 T rr? G SAN MIGUEL HOLAME S A ' ON V H N® wIs A N PASO IROBLES SAN S1ME Q TEMPLTON PRO r.� L q- CAMBRIA ATASCAt?ER t'. r E11 1 tj A , . C Yt3c0S 4 B MO RRO AY SANTA MARGARITA . M _C RITA 1 Pv AVE. 0 PALA `o _s Ani Luis oBisPo ti - .EON 5 ' 4 o I A sn�o� SHELL BE, H PIBEACH GRANDE A ROY' ARROYO PRWECT LIMITS PRojEcr LIMITS RA P A .4 , Va w EL CAMW RE o . 0 r PROuIECT LIMITS s58 COUNTY OF SAN LUIS OBISPO US o1 To Q Luis �s COUNTYCOUNTYENGINEEF2 _ CHAIRMAN, BOARD OF SUPERVISORS STATE OF CALIFORNIA N7 -if E2D5i ,- DISTRICT ENGINEERCONVENTIONAL SIGNS '411-5 e Z;M re 7Z County Line Traveled d Va Y - LOCATION MAP W/V/ &jV_ ,0j?41 CITY AND COUNTY P' Ec ENGINEER REGISTEREDIAI CIVIL ENGINEER No, - City or Town Limits Ra�Ir ad TCG cks Township Line °re Levee_ 19St1oa Cane Culverts ®o 2 0 - - 600 { Gant Line Drop Scale ine efi Fence Power Pole w oe v. Guard Rail Power Towere STATE HIGHWAY EI G EE R ERE CIVIL IIVEE No.- Unfenced Poet _... '® �.—�.:.._ Telegraph cre` h n Tel o Pole 13 Right o a Line 9 Y r tt a BY ! ., Base or Survey Line 3�0rah B b e lRte ��p�Tr STATE H IGHYAY ENGINEER 't � ENGINEER REGISTERED�VI o. FORM - R -6�a . Q ffi ✓'� t ST.Td63. 788-546 2-66 20 s : fix. gz o"P, a 41"`�',"'�S 2N 0, -,1 0 I� 'n, ov NKI .......... ......... Q," �7 -K" 'a ......... �7 ........ -o- '"M pi 00; so 0_4*"4,000 4 �,-t .0040-or-M—", 60*0040 1 I",_ ­ 4,,; o, n", 7"1", .... . .......... % ... ...... A 2", .. . . ..... ap MEN ,PP ........� *0 *000 W "PRI U'a "n CM T1 Rt SEWR ' 777 "'M 'AL R a L t N =` -E st"d 4 "'I"l,3,17" ............ F ,IR f�fic "is, 0"" WU Z A Pav A00,, ' O'ch ""s 700)"i U�n R�U- I -T'_,` is,341t" A331", S 'P- E 2 i"Ot War xt 'a, W', MIA 4 C�3 of** `0 S T�, k �A tto 4#00n- � - , , �*0,1-� �'� r T of,_a, 4/,, L ,S_ f E,S Tv Of W'' id" 0"ls W" C3 9' S2 ost TY , es'" thru VI-S. Oftks,. ZT 1, x,covation md ftckfill-Limft of Mont C3 go-5 arid" Detaits. M A62 .2 t D* T*o, POO Typo,.,P El at, 004ift-Sttuttuft 0 f8ridges aiulftlls- ) C3 810 -13, grid" DoWls.- Aftcal lon#ous. S4-5 Single Post Ty, ,Structural Frm# ES11_7A_? 4-10111 , pe t _P�_36P-2,Toi �4, (2-11:10,21. =1 A62-C.4 Excavationond Bacm ill-Limits of poymont all-III C losure Wol I Detoi I s-Box Girdtr. CO S5- ' 5 Two Post Type Structural From/ e membew,s. ............. (C U I Vert Pi p/e and A r ch,) C:3 82-1, Concrete Pit* Detolls, -CIm 45-1 8k Closs, 45-2 =3 S6- 6 Structurof Frome Deftds. C= ES-78-4 E, tfitat Detaiis-sttuctuft S CD A73-7 Timber Borricade Raised Trof fic Bars Dikes C3 82-3 16"Cost-In- Drilled-Hole Cancreto Pile. E:3 S7- 6 Fromt Juncture Detoits Brid Shett 2 . -nd Road Intersections. �a .... ....' ', ID-K-1- 1 on =3 82-5 Concrete Pil le Detoil s - C loss 70 . C:3 S8- 7 ftmovobie Pign Panel Fromov. 1=1 ES- 9-4 Canti4over Adv*ntt Flashing ftoc -1,1'41410/ 1 V of 2,11/11. E:3 A74-A.2 Reflector Assombly and Markers, C3 82-6 Concrete Pile Details-Ctoss 45-IC 8k Class 45­2C.C3, S9-10 Walkwoy Dttol ts No.I Installotions Types 9 & 9A . CO IDK-4-2 T� 1, (22',,Of 2 )� I ''ting ED A 74-8.1 Monuments. 8,2-8 Concrete Pile Detolls - Closs 70C C= ES-11- 7 ' Troff ic Signal orad Hignm y, U9411 M I DK-Z-1, Too,2 f t of 2 1 ED S10 -7 Wolkwoy Deftits No42 . ion M A76-A.5 Cable Sorrier. M 02-9 Lood Iest Anchor Pile Dttoils . -0 Foundat' Location Do S1,11 -8 Walkwoy Safety Roiling Details. Inst,01111 M I DK-2-2 ty", 942 of 2 1. _5 =1 A 76-8.3 Coble Barrier. =3 83- 1 Retairt Wal I Type 1 , H,)= 4'-30' . EM ES-12-2 Ped ion Undercrossing, Ftuoftscent, CM t DX-3-1 T 0 of 2/ 1. .............. M S13-6 Pile Foundation . Y" =1 A77-A.6 Metal Beom Borrier, I= 83 -2 Retaining Wall Type I H 3,21 M, 1. Lighti Fixture. M I,DK-3-2 Typ*3 2 ). -8.4 Metal Boom Sorrier. -3 OVERHEAD SIGIMS - LIGHI 1=3 A 77 M 83 Retaining Wolf Typt I-A. 1=1 ES-15-6 Peftstrion Overcrossing Flwtwescent EM A 77-C.4 Ref l*ctor Assembly,, Metal Beom Guard RaOing =3 83-4 Retoining Woll Typo 2 . ED S14A-2 Bolancod Sir4e Steel Post-Post Foundat'i Lig-thting, Fixture. 81,11P - 11 Precast C PId"t*r Bomb and Cable Erid Anchors. CD 83-5 CouriterfortRetoin' Well - Typ# 3 . and Mount' Details . =3 ES-16-3 Fluorescent Sign Lighting tquipment(36itich).00 B/P-2 Ptooter and Elofth TyO 2. Ing Ing -3 M, A78 Fences. CO 83-6 Couniorfort fttvinling Wall - Type 4. EM S148-2 Balanced Single Post L,I*d Fixture Mounting M ES-24-3 Pul I Box Ty pe 9- A M B P - 3 Pretost Concrete PWW stmb C:3 A79-A-4 Guard Roil Flares. =1 B3-7 Retaining Wall Type 5 . Dotoils. ES-27-1 E x t ing W e Me S* 1011 Letters. EM A 79-&3 Guord Roil Flares and M'scellon#ous Guard 8, Retaining W*110vtaits NO_I . =1 S15-6 Type A Connottion D Is . =3 ES-28-1 Exii iW# M Sign naghiN RailDetoils, M 83`9 ROtain ting WOO Waits No.2 . S16- 5 Type ID Coonoction Do" 8"c" InsW101i" Mow"ing, DeWs. A EZ3 A 79-C-2 Guof d Roil, Connettions to Bridge Roils,,Retaining [Z) 83-11 Retaining Wal I Typo 6 - 6'-0" Max . CD S17- 5 Typo C Connection Details, t for, Typ gh WaIlt,Abut,ments and other Flat Con crete M 86- 1 T- Beam Details IM S 18 -5 Sign Po m� i Mounting Det s. S, tondolds, Surfaces. C:3 86-2 Coacrete Girder Somin". C3 S20-5 Foundotion. 1=3 ES-30-2 LiViting Standards Types ond MM . IZI A79-D.3 Guard Rail Connections to Bridge Sidewalks am Hinge Detrail- Elest"om, vic . EZ3 ES-31-3 FtuorosceM Sign Ligtiting Equipmont 4 ' ' and Curbs. OVERHEAD SIGNS - BOX BEAM .. ...... C:3 S6-20 T-80orn HingeDotall - S 1. Integral Sailast. CM A80-2 Emergoncy Passsa"woys. 1=3 86-21 Joint Seal Details. 1=3 S 21-1 Instructions and Exe"Ies. ES-32-1 Fluorescent Sign Lighting Equipment Integral ED A81- 5 Obstruction Deflettors and Metal Be-am Borrier C:3 87 Box Girder Dote-its . quipmen C3 S,22-1 Two Post Type Frame Morn, bers . 801 IW 'Sign Control, E t Installations. Transitions. IM B7-3 Box Girder K Detai I- ElasOomor i1c 1= ES-33-1 Left Turn Signal and Sign Standard . C3 S23-1 Two Post Type Frome, Details. ED A82 Cattle Guards (Meatal). C:3 87-5 Drain Details . I........... 'levef Frame DeWitt EM A83 Loodometer Scale Pit. C::3 87-6 Droin Typos D- I a D-2 . =1 S25-2 Two Post Type Frame Juncture Detolls. -2 Reinforced Concrete Crib Wall . ED 87-11 Ufiffities Detialls . CD S26-3 Two Post TypieRost and Anchorage Dietalls. M C7 -3 C8-A-2 Metol Crib Wal I (Design Dato). [::1 87-20 Box Girder Hinge Detail- Stool . M S27- 2 Single Post Type Frome Members. ............. =3 C8 -8.1 Metal Crib Wall (Construction Details). M 88-5 Cost-In-Ploce Prestressed Girder Details. M S28-2 Single Post Cantilever Frorne Details. St" Girder Detoils . ED C9 Timber Crib Woll. 89- 1 C3 S29-2 Single Post Cantilevor Frame' Juncture Details. SAFETY ROADSIDE REST M D72-6 Droinoge Inlets- 0S,0L,G0L . M 89-7 Gi rder We I d I ng Dotoi I s. CD S30-2 Single Post Contilever Post Details. 1=3 D73-7 Drainage Inlets - G1,G?,,,G3,,G4,G5,,G6. EM 89-9 BeortIng Details (170 K ) . PICNIC TABLE ED S 31 - 1 Single Post Butterfly Frame Details. 4 -8 - GTI GT2,GT3,GT4,GO,GDO. ED 89-10 Beoring Details (320K ). M D 74 Drainage Inlets E:3 S32-2 PT - I Type 1 � Single Post Butterfly,Frame Juncture Details. EM D75-7 Pipe ini,ets- GMPOMPorOMPI,OCPorOCPI,,GCP 89-11 Bearing Detotts (455 K ) CM S33-2 Single Post Butterfly Post Details. E:3 PT - 2 Type 2 . Grate Details C3 811-4 Pipe Rai [=3 D77-11 I iling . -2 Single Two Post Types Sign Panel Mounting - 3 1=1 S34 CZ3 PT Type 3 . M D78 Gutter Depressions 1=3 Ell 1-5 Picket Ralling. Details. EZ3 PT-4 Type 4 . EM D80-1 Single Box Culverts. M 811-7 Chain Link Raiting. X� C:1 S35-2 Walkway D*to*ls No. 1 . ED D81- 1 Double Box Culverts. EM 811-8 Chain Link Rai g Type 3 . PICNIC TABLE SHEJER C3 S36-2 Walkway Details No.2 CM D82 Triple Box Culverts. 1=3 Ell 1-9 Chain Link Roiling Typo 4 . C=3 S37-2 Wolkway Safety R 'ling Details. M PTS- 1 - I Type I .Architectural Do-tail 011 ED D83-3 Box Culvert, Miscel loneous Details. E:3 811-28 Chain UnIk Roiling Type 3L ED S39-2 Foundation. =3 PTS- 1 -2 Type I Architectural Do/toil . EM D84-2 Box Culvert Wingwall Types "Al"'B"S "C". C:3 BII -30 Temporary Railings . C:D PTS- 1 -3 Type 1 ,Architecturot Detail . ........ RQADSIDE SIGNS -2-1 Type 2,Architecttwol DetdlW ling CD PTS M D85 -2 Box Culvert Wingwo I I Types "l)"ond 11E 11 =3 811-36 Bridge Approach Guord Rai" Type a (Layout) 1=1 PTS-2-2 Type 2, Structural Details. [=3 D86-A Box Culvert Warped Wingwalls. CO 811-37 864goApproach Guord Roiling Type 8(Detolls). C3 S41 -3 Typico-1 Installation Details No. I . 1=1 PTS-3 Type 3 1=3 D86-B Pipe Culvert Heodwolls,Endwolls and Worped EM 8,11-38 Sorrior Roiling Type 8 . ...... ... "o ED S 42-11 Wood Posts Typical Instollation Details No.2 . C= PTS-4 Type 4 . Wingwalls. I = B11 -39 Sorrier Roiling Type 9 . M S43-10 Steel Posts and Timber Poles-installation EZ3 PTS-4A Type 4A . M D86- C Arch Culvert Head wol ts,,Endwalls and Warped M 811 -41, Barrier Raiilltnq Type If . -5-1 Type 5 (1 of 2) ED PTS Details No.3 . . ..... . wing"walls. I= 811-42 Barrier Roiling Type12 . =3 PTS-5-2 Type 5 (2 of 2 ). a C:3 S44-6 Ty ical Installation Datolls No. 4. A.3 Overs*de Droins. -43 M PTS-6-1 Type 6 ( 1 of 2 ). C:3 D87 =3 Bit Metol Roiling Details Types 9 8111 . C:3 S45-3 Mmior-Typicol Locotion Details. C7_3 PTS-6-2 Type 6 (2 of 2). -8.1 Underdrains. ng Type 13 . C:3 D 87 il PTS-7 Type 7 STATE OF CALIFORNIA A =1 D88-3 Construction Loads on Culverts. 1=3 811-45 Barrier Roiling Type 9-11 . 3,3,333,333`341'1,11`�,�,',' 10 ES- 1 -3 Trof f Ic Sigpol and Highway Lighting C:3 PTS-7A Type 7A . -2 Pipe Heodwalls and Strut Details. -47 Coble Roiling . BU4NESS AND TRANSPORTATION AGeNCY,, D89 M 811 Installations Details No. I M PTS -8 Type 8 . 1=1 D90-2 Pipe Culvert Heodwolls,Endwolls, 8i Wirqwoll 811-48 -Metal Tube Bridge Roiling Type 15. EM PTS-8A Type 8A . DEPARTMENT OF PUBLIC WORKS W ES-2A-7 Trof f ic Signal and Highwoy Lighting 0 41 tiBna;C " "M Types A ED 811 -49 Metot Tube Bridge Roiling Type- 16. CM PTS-9 Type 9 . Instollotions,, Details No. 2A. DIVISION OF HIGHWAYS It =3 PTS-10 Type 10 IM D91-1 Speciol Single Box CuNerts 8i Equipment Posses. 811 -50 Bridgo Approach Guard Roiling Type 15 . W ES-28-5 Trof f 1c Signot ond Highway Lighting 1=1 813- 1 Slope Protection Detail No. I . E:3 D 9,2-1 Special, Double Box Culverts. "'A 'TIO I DI'S N Al taltollotion's, D00its No 264� MFORMA N "'iPLAY, 'PANEL, ST.1i %1DARD P' L NS L D"I Z -SA-STrof f Ic S 0 =1093-4 St" Ditin Riser Conetti"s, C:3 IS 13-2 SloPe Pr�t ON ES 'nd, Wowoy L 6" ................."Il""Ill""IllIll""I'll"",,,,,,,""","",",�""","",",,,,,,�ll,�� J 19, 71 last lotiojj*�J, 0 -3 #t ED 0 94-2 f1for" fhO C3 OP i S CM 8,13 Expansion Joint Armor Detail . gg,,goi 1=3 Ty pe OF F j A c 'Of )"'I"',......... .............. ....... W Mt 0" 2"W 4", 4 th -7, ...... -3 CO �io Y _d b, ko®, '-,-,P- �­,'�21 7-01 1', 00`41'21 C= B-14 It V10hic U4 rl t 011 ip ;,;_R "', , -4 r C =1 D 95�Z tontrOWArch E:::), Br 13 Timbe oo n C-01, D 9" , P 01-11"ism-0-1111,11, bl"0901is St ES 30"16 TrOf f, d d'' 0" "OWOY L�� -2-,`,,,,A, Ty 2"A ts lil""' 11-1111"t .1 , S' ' e vi Wit _k, Ca" In lot 0 "h-`,-­",'r he 4.111,_ _ s-1, M, D S t :Ptoo' 0. 1 4 M, ......... .......... 2, MW SHEET TOT A DIST. COUNTY TOPICS SECTION NO. SHEETS 05 - e S L O T-3004 (21 3 } J \JV C J/-\DPJ-FF R.C.E 10197 COUNTY T Y ENGINE ER , SRL J� I r r� ) OCK F_j1 { l 1 t 7 /f�GT 11 Sf ,per o // / o P ` T G � sem. rc '-2 d T / , i B Gam/ h .dt `x- `01 G� , w l Q Aze Y yy r i h .S CEJ h..t t c� s y : 9 X r/ e r G' C� �f s h .6 roc• Q r ry r hh� c� s a ' r• GGA° sai/ •2 4 re �- �f" .h f s h .`rte G"�rb rcJ`� �xs z S` c ce 91 New a / ,-'"crty�lsfprp �d U ,J 9 moves ,6 4 a o rale cu a.. b w z . ,.. elu n � 20 7" ' X14/ Cl/ /• - yib The rl ty curb rcfur-rrs mho// ——-- 6e /arch ov1` _ ro� f n 11$'e �xi�fii7 9 r . t�- 4 lo ol lo .;Vz , v nv 00 * OA F -w .. On- 1777 77777 7 l� E / d r 9 , o = _ - UYoler �l nAL1 = _ !iY alar /L!c>`�r Y po% cr � > r r2/io% J�r J' r f r O ([�J 1 ar _ �--�J.Pj -:rJ 11M rERSECTION DETAIL Scale-l"=20' Project Designer Date Drawn n Dt e fi Engineer' me n r Da e t - e WA LL D11-711 R. _ J, HUNT ER /! 7 / J. AL LO / 7 / / Design Engineer Date` Approval 9 9 PP Recommended By Date r 4 � � I � I I ___ll F I 1, , r--,—,-- t ,,, ,,,,,,,, , ,, ��,"':�,�, "', ,,, � I I I i �7 ",�,, ,,, �,Al,, � I I � 1 �7 ,,,,,,,,", ,,,�......�,,,, I ,I I I I "-1 I,' , I i �­� I,,,�,,�.........� " , . I � I I I I I I I I 1, "�,,I K i � �,, k......:��,� ,:,�,`,�,, I I I I :,,,,�,,�, . �,,�," �,,, I � IM .....�" ", � I I I I,- � 1 - I �,_ i - """ _� I , '­ " . I 1 _-i I�,I"I I I''�,� I I LLU � , I", I � < :�,,,,, � , , I 11 �I I I I I I 1 ,�) I � Go ,4,,'' I I I � 11, �, I I - I — � � 1 ;� i __ - 1 5 z -,1, � I ''' � � - I - I 5 � I, ,11"I I- � -1 - -, , I I " I 11 I i, �, ,- '' ` I � — � - -, '' ,,,,,,,, �,�,,, I I � � I __1 -, ' ' I I I I I . I I 11 I � z - ,__l, ,:,' ' I I,1,, - - I I I I_____ . 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