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HomeMy WebLinkAbout287704-S OISi. CODYTT _ROUTE POST Milt-TOTAL PROJECT 1 I INDEX OF SHEETS os BdSTATE OF CALIFORNIA ,Riv 66,74,Inyar i9_ 142 215 .n1 Sheet No. I Tdie and Location Mop 2e x 2 Typical Cross Sections, Construction Details DEPHTME11T OF TRANSPORTATAOM LOCATION MAP - - - - - and Cold Prone Asphalt Concrete Ouan!dics /,.. - Construclion Area Sign Plan 4 Summary of Ouan6ties one Pavement Oelinealion Details - 1­0 um���,n 5 -14 Striping Plans 5-17 Reused Standard Plans - 1 7•--. 18- 9 New Standard Plans APPLICABLE STANDARD PLANS PROJECT PLANS FOR 1CONSTRUC r ION Od 'r° -��•,�, .� �� . T-!0 T-I3 S41-3 T-I T-4 A2C-A ki VAY A20-B STATE ■�1A ",` ,•�? -' i\ \'v`•' 4j1 IN SAN BERNARDINO AND RIVERSIDE COUNTIES AT VARIOUS LOCATIONS - x 8. e To be supplemented by Standard Plans dated July 1984 NORK LOCATIONS �0. .ouup °OST MILES QSad 66 + Baker to Haven No I one EB and AB includes 4.617.3 ! t. Med on 'urn Lone _ 513,1-6in 6 eviler to Veyard N8 No 2 Lane, —, �a.615 1 Q,. �• 0 2 ! SBd E6 Lytle Creek Bridge to ,t Vernon Avenue 21.5122.4 L, 3,! SBIIAI Fa ay Or a (Nester II, Goif c se) to 0 3 \4tF� R M le sterly of Feld par ur�v 1.612.6 7 f �n LEGEND Sonderson to E of K rby Street '8.1135.0 q ,° R­74 1 E of Mtn flooer Street to 500• E of rale Street 41 7141.9 \.\ evmo tl r � .___.__. � '�h 16 o WORK LOCATION NUMBER .5 R iI3 u E of xr Rte a ro .1ct Rt la ��L_96 R ,I SCI RIC 74 to PIOZU oy 39.6139.7 SAN BERNARDINO`.'::r`',,,•,,� y ONTAN — TZS-ti,• f/ .. :.__... ._...'�..�._ __.__eo Roo 39.714^.0 To Los Angeles s R IIII Plato Noy t0 EI os g Ill CI Pasea Rood to Foy vol c el _ ( 40.Of4C.2 AN BERNARDINO !I 38 6� P + ?t5 A Eni of Bo oars 011 u or „o ers�ty� 38.61'il.l 0.... OhTAR10 R�OUtP.� COLTON/GRED 4LA 0 r �fk a .: UC 6,�dgo SB Lanes �/ �2 OCH M „R�eRSID Q \� RIVERSIDE r 6z o Iv, Route 60 0 t �� xj NORCO 001 ECg�-m?+ 3 OJT \% O RO l e.c SEAUMONT -_ (g P rI� (�/. / Roue 10 o m ( G1\ ^arts $ CORONA�V /`�Nuthruz - rcrep !Sc, -s �.` i, r ---._-- cam, PALM SPR',GS.. 4 x S \ O( PER"...'StiIdurCuii (� S,.N 7 T v tp elanC I' O yl eo ^---� ute _ hP ��� C nm ': a C Hd!-T'. ` �Sf •ter• PA ES= _-►- ._. e Res n i P OES_R7 o Indio 6 ���em:: A nc es et \\ T AS BUILT PLANS 1 "s F LA E , L,.e.•� � ELStNORE I� 79 0 \O (Q SAsi Contract No.08-21`t 101-1 �. - �� 5 i� Date Comp!etedI- -47 r. Document No. LOCATION M P oAs 2 ikpury 0,ttid D=.. e1 Tq.'soorb0on SCALE.v ML S ` RtgiStere4 Civil Engxer Na.1389 f A,_m April 21, 1986 o Ude�Difks of Ot'- EngNr� The Contractor shell possess the Class (or Classes) of license Rr�•nAa. EagmetrNaE;E54 as specified in the 'Notice to Contractors' on page I of the ' re Special Provi>ions. Contract No. 08-287704 l _ FOR REDUCED PANS 0 1 2 3 ORGINAL SCALE IS IN INCHES L ' ' 0820.3 287701 .[ vi111L. ... C ., Tat Ec .0 .x sepr cF Zi L Z £ b •Ot g 7 �% 1 G'N L,( /�, u: . I I I I I I I I I I I I I i I l l 08 SRd,RL i1 142, 3J5 Var 2 19 C."t ENGINEER RRC JECE ENGINEER NO 18903 JAiE APPROVED..Arl _21,_19SG rONFORM " '•C SURFACING `FXISNNG PA-vIEME`J' 0.04'OPEN GRADED AS-HALT CONCRETE PAVING WIDTH AG TABULATED LONGITUDINAL PAVING CONFORMI DETAIL NJOTE A: TAPER To A MIufMLIM .?�E NOTE'A' PRACTICAL -fHKKNE55 EXISTING SURFACE TYPICAL CROSS SECTION CONCRETE DECI< i vOiF &'0^JO' SUR'ArE RETF ',FCKED STRUT T•JRFS NOTE: TAPER SURF'ACIN6 TO A MINIMUM PRACTICAL SURFACiMG Lf MIT5 DETAIL 4 THICKNE5G AT SURFAGIN(, Lijo(Te, ----' COLD PLANE EXISTING --——— `-- ------_-_------- I--1 SHOULDER(OJ5' OF PTH) / `- I REPLACE NiTH ai,5'AC(TYPE 6) OLD PLANE EXISTINN G 3HOULDER(O.i9'DEPFH) P.SI.21. 89 TO PA22.42 t NEARFST TRAL� REPLACE WITH 0.15'AC(7/pe 6) R1166 2' 2' 4••-� t « I t I ' .:�" �� '"• r 15 aq v>* OF S.I�+:A'IN.'.. �/ \. COLD PLANE EXISTING c -- •�—+ �- COLD PLANE EXISTING �, SHOULCER(0.15'DEPTH) SNOutDER;OJS'DEPTH) I REPLACE WITH 0.J5'AC(TYP� m) r REPLACE WITH 0.i5'AC CTYPE Bi '.M.21.55 TO P.M.21.89 Rfe 66 t. YPICAL CROSS SECTIONS I�) R.R. OVERHEAD REMOVE ANO REPLACE ASPHALT CONCRETE QUANTITIES COLA PLANE CO- RI. J P,M. NAVE RR - ASPHALT 38.67 a gOX SPR^JOS<-H LocaITloN ! CANCRE�PAVEMENT TYPE B(TONT LPAtNT BEN Pew .�'__,y AT 8 SF RR 1 ASPHALT CONC S HAL EMULSJON I�I RTE 66-P.M.21.55 TO P.M.22.42 c05 440 1., TYPICAL CROSS SECTIONS, TOTA_ 205 440 25 SURFACING LIMITS DETAIL S BUILT PLANS `_:ONSTRUCTION DETAILS Contract No.0S, � a 4 AND I �_ .. li Date Completed)-x$77._ COLD PLANE ASPHALT `� --- CONCRETE QUANTITIES}I Document No. _-_ X-1 f f `� -- F"A REDUCED Far., 0 1 2 3 — 08203-287701 l;t VAIIAi SCALE IJ.l lq l L--_.i f I Z £ b OL s � CFZ • � I I I � I � I I l � l � l � l � i Os SBd,Riv 66,74,111, Varma 3 �.I q� 142,215 TRA TRnFFIC DEEER� ME E D C+."l E :EE: D„i2111 DATE AF=covED Af:ril 21, 1986 I I C0I,S U�TIQN AREA SIGN PLACEME�'7 SUMMARY —_x r-- - — 51G ivaE ESfi^1RTEDQUANTITY REQUIRED REMARKS v v .— --► y v x x x x v, r-os Ay > 1 jt �? C-18 48'x48” 12 C-13 Y;a 60'•x24 1 C-13 48"x18" 12 C TYPICA!. 2-LANE CONVENTIONAL D TYPICAL SIGNED SIDE ROAD AND C-23 IS 48".18' 91 STATE HIGHWAY INSTALLATION MAJOR COMMERCIAL DRIVEWAY INSTALLATION c-23 48"x48" i ON CONVENTIONAL HIGHWAY Soec.ol 72"x36" i 6oec.ol 48"x24" t 72"x36' R63 i 2 Lt I'( R64 2 t ) .e ;,4 30".3C'. _ - --'- ---.•� 7 Y., rn 4 48 48. -- :.0. u t ' Ac­a' 1.:_ ._C 0 AHE_- ' C-19 48"X 48" S-'a See Su- -y 4 < v B TYPICAL MULTI-LANE CONVENTIONAL ' ' STATE HIGHWAY INSTALLATION *T ' I E TYPICAL FREEWAY RAMP INSTALLATION i AZTuo numnte.r re,z-rec „,It oeDeno on Controctor's are- 'o,r $ Y ' A 2 0 I A TYPICAL FREEWAY AND EXPPESS:JAY INSTALLATION 2 � A S B U I L T { 3 AS BUILT PLANS CONSTRUCTION AREA SIGN PLAN Contract No.&K-2i'll" Date Completedl-3_$7 Document No.-- Cs-1 08203-287701 D C B A 3 C D Z !. 01 S /oZ /7'.$r/ cTC�i'�AL AC. .. C•- Z L • • • • • I I I I � l l ! I I I I I f � 1 ! i •- (�" I • 08 �66, vGr �,fiFq�cGoJ�v^//Gnr>> O1ECi fNG,NEER //77 [EG,$iE REO C�vn fNO.NEFR 18903 SUMMARY OF PAVEMENT DELINEATION QUANTITIES DATE APPROVED April 21, 1986 I THER14CPLASTIC PAVEMENT MARKINGS 1 PAINT TRAIFIC STRIPE (2-COAT) (LFT PAVENE?:i MARKERS �r R 1 I C LEC I _ ftEFLE t,, PLiDE AIL EA)�(EA) _ + S8: P.f, 1 �r L. :F 4: t �:, L.:,> G: n6 a 6 ` _ _ ., y _ T E 82C I +1.290 25.005 7.730 2.770 �.. I.C60 680 �� 1365 1105 6 6 36 a Y rr < :.�.. <.B! nd '1 5 22 •i ( 2 P5C 1 1 510 8.7-10 455 210_ 1885 4 4 4 4 I I _._.j 3x + G A : G r g •br 10 320 220 I 1.40 15 6 2 ; 3.790 10,620 1 1170 _f. ; j 530 280 1470 SJ 4 4 I 22 5 , ,,. n,^ + :, r. 2 =.p i 773 -14,470 100 4a5 9(.0 220 25 1 >E. s I 12 350 3 430 16 40O 2 200 560 280 +2 56Z 1. 2_0 17 !60 I 8 74'} S0 035 3G.400 7 590 1 2 240��� 2,985 2 19U 2d0 4620 3,5 14 14 4 a -x100 i 1_. ... 1 _ . . 39 965 I 2.2a0 1 5,455 To101 SOFT 7 281 *".< "•r ..• *For Inlormolion Only S'J14V=r OF OPEN GRAOEO SIJRF1CJNC AGrNat.t ASPHALTIC EMULSION 101H LENGT.t (OPEN GRADEC, (PAINT E (IT) N+LES) I704j !TON) r - �.. "i - --Y• i SBU 66 8aae o'ia _T No 1 '_Onc EB—1ng ,nc rude, 4 6 7 S 36 2 7 1967 12 00 a Se,, 66 Bike to v neyord W8 No 2 Lone 4 6 1 12- 0 5 0 80 2 58J 66 L,tt erk Br oge to MI V non A�enun 21 5 22 4 Vo48 60 0 9 1238 7 50 3~; S8a 142 Fo,. Dy :)—e (Acs ern x 11 o!I Cour,e) to 0 3 ;... 1 6'2 6 24 1 0� � 486 3 00 of 1':saa 1), C t 4 R, 74 0 3 a A o' Sa de son to of X.ray S+ eet 38 1 39 0 Vor 67.64 0 9 j 1104 t 6 75 i I R— 74 E o_Koyf c er Street t0 500' E of roll. St j�41 7 41 9 73 0 2 29— 6 1 80 3 I R,v 1,t ; 1 M, or JcI R c 74 .o Jct Ete 74 �.�...__I 39 5 39 b I 58 0 I 138 0 90 EGENO R, 111 Ic+ R,c 74 to P10zo Aoy 39 6,39 7 80 0 1 162 100 11 1 "ozu y roc .sea noon __.�. 07 r.•.0 u ioo u u i 33•: E_. w e.fien pl Tralfic R�1u� E: Poeo Rcaa to P01m volley CHonnei 40 0,40 2 966 0.2 388 I 1.40 6 R-215 A Eno of Box Sornngs CH to E Eno of Un,verslty 38 6ral I 36 1 2.4 1819 11 0 i J.8r,,,e SB Lnnes TOTALS 9.3 6254 50.40 2 I. t 1 T9 :.a.EME. .�E-,.,nQ EA TIN - RPI 19 F T,a1_A_ A':'EMENT GE_)iJEAT10.`� - 9BG - SUMMARY OF QUANTITIES AND AS BUILT PLAN �' � ` { ( PAVEMENT DELINEATION DETAILS Contract No.�-� Date Completedl�--l-T-L Document No. (�-1 •1t i.. .9 '- t I 1 1 1 i 1 i + I 1 ' /a:-J'1-8 os • grr wl•;S J' "AQRK s-,R 7II, /RVor14 2,215 RRC1I EN 5• 4 ' GIStf aRE D w5 19y CI+n ENGwEfk rM w 0 i No i8045 DATE aRRovfD .April 21, 1986 _ IP r, 1.._ "'y lrtr r ,n _ -_ - - -' - — - - - - - 0 toI139 "-- Cans s ,...�.... _ w G U T t7 r w K I v. i{ m • J I I`{ J IU End oI 39 50' e' soi.d .- ( wh,to striae-, Oeto I 2^ "2 loll - 2";.hl to II •,J�'� 66 60 0-,f 38 �,. 1'.')�:�:I 32 __ - _ __---_-- - stn e •.2t10...Da:o,I 39 - 1-50. .4 $01.,1 I. Jrt a,l 39 0 0c:o�l 39 w • w K j� • . X = XING -z n: z ] P PED > SIG SIGNAL 1 A - AHEAD S = STOP {? C-C = CENTER TO CENTER = EXISTING OVERHEAD LEFT TURN SIGNAL = DIRECTIONAL AS B U I LT PLANS j ARROW (TYPE IV) STRIPING PLAN Contract No.01-21 1`r1" LocarloN I Date Completed_1w -47 R l Document No. PD-1 .:.,.1, .., .,.. l Z b •ot 9 la, 17-8i `.�L{ct (fit � IIIIIIIIItI � Ilil � ` Z ` OS Bd,k1 66,74,III,1L_ Vpr M 6 " 19 - i 42,215 RROI Gi ENGI ER REGISTERED Civil ENJYNEfR Np !FOYS x DATE ARPROVED.. April 21, 1986 I ! I O -100' Detcil 38 _—J [80' 1 33 \_ .... � Dp o 50' _4" solid 1"r:"rte .1 03 S ...., , _,_ _._ _..__ ,.. _ � G w i s tp e UT h tc �� i 0X110 De"' 38 - n 3,001 Detail 22 0. r Pe 150' DetaYI __ �z ( Dr _ ►F" i T o wav lett Turn Lcnc (Detoll 32) � � � � r Two-way Left Turn Lane(Detoll 32-) --r ,�' •-}.--� I .. .._ _ .._ DO o, "- - ._- 200' Dew". -- �_... �.-� ` 16C' 3eu 22 12' - 7�—1�60 OetotI 22 50 a sol" _ — __ _.- _..._ _- _ _..__ —. -- — — _..._ — -- If-501 -4 solid ` � «h re t,tr"pe - - h,te stripe M _. ._1 �_ ... ....... ... _.._..._.,._..._.-�_ l 100' De+a! 38- '�I See Note � -- Aaaro. EF s 1•p i{ I I t s PCC r 70' 4" solid CutbF.. I PCC (100' Detoll .i8 r ( Curb white sinpe� c > white stripe solid1 Aop,o. EP rip —" ____..._.._...... 1. _.._.. _._.. „ ,,;,I 12. _.1._ R07iE 66 _ _ _,— -- etc,l 22-) r / �soN Not.. - _ De to 1 12 ---- � _ - _ _ - _ — _ f _ a — _ _ = 12' -4 yelio«of 10' OC 0� ����_ z i.._...v ,..� __..._ .. :...... .,.,a -«......- -_. _ _ _,_ - �C'.. 7�_D �1. �..G oY Turn «n.aay E:f:.Jurn.-Lune CAe.t .37.1�+�., _. �..,.:.,,.,.� _.... ._._..- - _ _.._ _ _..._ ---5 � 1 ! - _ D.,a " '^ \. I_ _ .._ .._ .._._ petal1 12' 70 Detoi1 3A- a I I�.,i ^Wh1r �...12 38a yellow of 10, 00 32)_ �_ v _ H e _ .- -- — - ., 2 /iti _ ,/f w(De tafl SFr tpe- mane ".P o _. _. ..__..._._.______^.. IOJ' OctP 1 38...:x . _ N �, 76 Deto 1 22 -, i p "11 _.. Y 1 «h.te stripe, �_--7--- / 70h.to strr c PCOP Curb' PCC Curb ! i M Q t { E J � F. r Ft, h •nen ,., . :r..e 7-n 1 _ r , C . h y the .ed R crir .mac ost one ne .bcur STRIPING PLAN A5 BUILT PLANS Sale 1"=50' LOCATION I y Contract No.0g-2�`�'�ay f/ Date Completed MOTE: See Sheet PD-1 for Legend. Document No. PD-2 I 'ut 11EG CEG .'t A! 0 1 2 3 1 r;m(.:•.AE ,fntF t ry YrtCit£'., T-- C C $_'? E� tEd �`bk u'c_. oa Bd.Riv 66,74,111, Varma 7 19� dd 142,215 PR 1EC1 ENGINEER REGISTERED CIVIL ENGINEER No 18045 April 21, 1986 x DATE APPROVED...-._.. a L 41 I Aoorox EP Approx EP o Ceto,l 12 ROUTE 66 Delo,1 12'1 91 ' «ay Left Turn Lone (De+a.. 52) �-Tr+a-way Left Turn Lone (Oeto,l 32) J z _. a Det„I-Iz "i- - - - - - - - - - - - — — — — — - - — - — — - — — — — — — - - - — - - - - -- - — - - � — - - - — - — — - - — - -- - - ---- _ efa, � 100 ata , 38 , -- -- - - - - 100' Deto, EU- ---- E w Approx EP— zno o x } Q 2 C E ✓ 1 C� I � S n PCC Curb .'PCC -50' -n^ sold _ a rb wh,te stupe 1�... _.. 'Gp•�. 4P.. 1. n E R J._. sol�d ^' Approx P= _ -rU'f-.i _ _ .hte :.ne`.. �_- - �.-IOD_Deta.138- -- - --- - Deto,112 f-L - - - _ - _ - - - - _ - aL 2 _,�oy Left Tum Lone (Detail 32) -- - - _ _Exist PCC -_-- _ - ._ - _ _ - _ -- Oeta1112 ^� - _ --- - -- - - - - - - -- - - - _ -- _- --- i l :.e•+c., - - - - - 50 n.� so �� +ted,on Detu+1 39 Qz y - hat. sir,p� ^' r Approx EP ~ o .._. ..... .... Be9,n beta,1 39 c ;r 50 a so,,d PCC --,-- p�G _ Curb C bf a o 3 i I > � o J T •p m T Z � 1 � ! D; 6 4 u r..._ 70 38 ,. Approx EP^Y '2 Deto-I 12 +: - -- -- - - - - - - - - - ROUTE 66CD =tSu Cbt.,, 2� l -w _ Two 3E oy Le°t Turn Lane (Detail 32)� Delu,, r U 1 w App.CA EP Begin Exist... �Ex i s t. 250' Special E s a r) } AS BUILT PLANS STRIPING l Contract No.sig,�y l" STRIPING PLAN Date Completed 1• 71-477 Sale 1-«50' LOCATION I Document No. � NOTE: See Sheet PD-1 for Legend. L PD-3 Erin RE&UCED %,ANS 0 + 2 J 6RiGu:AL ',CALF t iN li&I'ES D C B A 3 C D T>C .`,II!'L-L+t ..+�Tc [e .. t c��rrr t x,•rA.�an t 1 1 1 1 1 1 1 III 1 1 1 1 , 1 1 a- L+'c.� _5 SMw 08 Bd,Riv�OF4 III Vor 14 '21 19 pp PA.OI WEER REGMERED CML ENGINEER NO 18045 DATE APPROVED.......—.,......April 21, 1986 AD,),Ox EP Approx EP Detail 12, ..0' 22 In. n.".1 !.8 Ir -J,!?._�!ay Left 'u- Lane (D 1 32) E-st 250' 80' Atu�1 38 16 1 2Y'- --------- Det-0i Detail 12�� M -let j i 22 t z —Detail 39 'Ie tail Taper End Exist (-7 To B"', C_ 69 ADPro. EP 42 'EER CREEK BRIDGE END OF WORK kl--GE 54-646 P.M 7.3 2 RJUTIF 66 Oeto.1 12 TAc, -Jy Le f! T-- Lane (t)e: 1 32) 320, Detail 22�� to. ---- 12 hl to Cel-I 12 sl,.pe 3001 Data.1 38 T L Exist. 1501 Approx EP Moll 39 , -4- "iA z z > ILI �5 id AS BUILT PLANS Contract No.69-22171"'I'll STRIPING PLAN Date CompletedI- LOCATION I scaleDocument No. NOTE: See Sheet PD-1 for Legend. PD-4 PEOUCED,PLANS 0 1 2 3 ,CALF CALFIS IN iNCIIES N10 N OL 9 I z C- , (- _q cc /7-S7 -•-, �-, j /—ut dV., —'.�-, ILES �' _ DIST. COUNTY ROUTE TpT�S PROJECTfH,509TSHEETS F ``,, To Accompany Plans Dated�April 21,_1986 142,21 111, A CRSP concreted rock slope protection IV 08 SBd,%%Riv//142215 Var 19 AB aggregate base CSP corrugated steel pipe Ga gage NB northbound � �i2 — ?OfEssto ABBC asbestos bonded CSPA corrugated steel pipe arch GAL gallon No number CHIEF,OFF E OF PROJECT PZAwNING AND DESIGN REGISTE D OF ENGINEER �. 1'^� bituminous coated CTB cement treated base GM guide marker QJ PMILLIPS T ABM air-blown mortar CTPB cement treated permeable base GR guard railing 0 N" Q 3-18-86 • EzP. '3I 89 Abn abandon CTPM cement treated permeable material GSP galvanized steel pipe Oblr obliterate PLANS APPROVAL DATE �r9 CfVIL Q�p Abut aLutment Culv culvert OC overcrossing AC asphalt concrete CY cubic yard H OD outside diameter RSP rock slope protection Temp temporary AFES alternative flared end section H height OG original ground Rt right TG top of grate Ahd ahead D HD horizontal drain OGAC open graded asphalt concrete Rte route TP telephone pole Adj adjust Dbl double Horiz horizontal OH overhead RW retaining wall TPS treated Alt alternate DD downdrain HP hinge point or horse power R/W right of way permeable AP alternative pipe Del delineators HW headwall P base APC alternative pipe culvert Det detour or detail Hwy highway PAP perforated aluminum pipe S TPM treated AS aggregate subbase DI drainage inlet PB pull box SAE structure approach embankment permeable Assy assembly Dia diameter PCC point of compound curve or Salv salvage material ATPB asphalt treated permeable base Dist distance iB imported borrow Portland cement concrete SAPP structural aluminum plate pipe Trans transition ATPM asphalt treated permeable material DMBB double metal beam barrier ID inside diameter PCP perforated concrete pipe SB southbound TS traffic signal Ave avenue Or drive Inv invert PCVC point of cornpeund vertical curve SC sand cushion Typ typical B Dwy driveway Irr irrigation Ped pedestrian $_ station line Typ Sec typical section E Ped OC pedestrian overcrossing SCSP slotted corrugated steel pipe or U BB beginning of bridge Ped UC pedestrian undercrossing sacked concrete slope protection BC begin horizontal curve EA each JP joint pole Perm Mtl permeable material SD storm drain UC undercrossing BCR begin curb return Ease easement PG profile grade structural section drain UD underdrain Beg begin EB end of bridge or eastbound JS junction structure PI point of intersection subgrade drain UP underpass Bit Ctd bituminous coated EC end horizontal curve it joint PL, P/L property line Sec section Bk back ECR end curb return L PL plate Sep separation V Bkf backfill ED edge drain PM post mile SG subgrade V design speed, Bldg building EDC edge drain cleanout L length PN paving notch Shld shoulder valve Blvd boulevard EDO edge drain outlet LB pound POC point on horizontal curve Sht sheet Var variable BM bench mark EDV edge drain vent LCB lean concrete base POT point on tangent SM selected material VC vertical curve Br bridge Elev elevation LF linear foot POVC point on vertical curve Spec special VCP vitrified clay BVC begin vertical curve Emb embankment Loc location PP power pole SPP slotted plastic pipe pipe _ BW barbed wire EP edge of pavement LOL layout line PPP perforated plastic pipe SQFT square foot Vert vertical (c Eq equation Ln lane PPL preformed permeable liner SQYD square yard Via viaduct C ES edge of shoulder LS lump surn PRC point of reverse curve SS slope Stake W CAA cable anchor assembly ENV edge of traveled way Lt left PRF pavement reinforcing fabric SSPA structural steel plate arch CAP corrugated aluminum pipe EVC end vertical curve PRVC point of reverse vertical curve SSPP structural stee! plate pipe WB westbound CAPA corrugated aluminum pipe arch EW endwall M PSP perforated steel pipe SSPPA structural steel plate pipe arch WH weep hole CAS construction area sign Exc excavation r"r,B maximum PVC polyvinyl chloride S street WM wire mesh GZ to —C center to center Exist existing r.1r3 metal neam Pvmt pavement STA, Sta station Aor- WrItucu JteG CF cubic foot Exp expressway MBB metal beam barrier Std standard pipe Q = Chnl channel Exp it expansion joint MBGR metal beam guard railing R Str structure WV water valve I RteA ,,� WW wing wali L32 -=} CIDH cast-In-driiied-hole IrIeu meuian R radius Surf surfacing CIP cast iron pipe F M,H manhole RCA reinforced concrete arch SW sidewalk or sound wall X F— � o CIPCP cast-in-place concrete pipe F & C frame and cover MI mile(s)—� h kr marker RCB reinforced concrete box Swr sewer _ o 0- center line Fdn foundation RCP reinforced concrete pipe Xing crossing �z E c CL chain link FES flared end section hfiFBh� thousand foot board measure RCPT reinforced concrete pipe arch T X Sec cross section 0 °' Clclass Min minimum R & I remove and dispose T semi-tangent m FF filter fabric REv:3ED STANDARD PLAN � Clr clear, clra,a c F & G frame and grate I"Ise miscellaneous iron and steel Rd road TAB tablet RSP A-10A and RSP A-106 supersede C v o Co county FG finished grade I& S Reinf reinforced or reinforcing TBB thrie beam barrier Standard Plan A-10 dated July 1, 1984, Qv o o Col column FH fire hydrant Iklisc miscellaneous Rel relocate Tbr timber on page 1 of the Standard Plans book Cone concrete i lod modilled or modify Ret retainin TC top of curb dated July 1984. FL flour I' ,e g Cond conduit Fr Rd frontage road h°on monument RM road-mixed TCB traffic control box Conn connector g MP metal plate RP reference point STATE OF CALIFORNIA Ft foot or fejt P DEPARTMENT OF TRANSPORTATION Const construct(ion) Ftg footing I PGR metal plate guard railing RR railroad Coord coordinate Fey freet,'ay Ir1R movement rating R &S remove and salvage f ; o� Cr creek I"Itl material ' � ION RSP A—!OA ?:a X:ED aIs 0 1 2 3 $ RLE 1$ 14 4`Yt. $ E I 1 D C B A • 3 C l Z £ b OL 9 97 L*e/� jet !,P �: Z • Illtlf ! IIIIIII111 - DIST. COUNTY ROUTE POST MILES SHEET TOTAL TO Acce:.lpany Plans Dated April 21, 1986 66,74,111, TOTAL PROJECT NO. SHEETS TOPOGRAPHIC SYMBOLS OB SBd,Riv 142215 16 {9 Existing Features l ' ' pp.Wtss,9, CONSTRUCTION CHIEF,FRED CICF PROJECT CANNING AND DESIGN �p REGISTERED CIVIL ENGINEER PHI'.,.LIP$ A, Manhole, 3-18-86 13046 Building 0 Well or Tank AND CADASTRAL SYMBOLS Ep,3'31 89 wJ? PLANS APPROVAL DATE CML / Spot Elevations �E or �O Foundation or Ruin 123.4 (Taken at Decimal ---- -- Point) Surfaced Street, -- . . , -- ��. or LOL Channel Centerline - Highway or Road — # Station Line Structure (Bridge) Curb — Stream or River 9 260 1 Layout Line ice:. R/W Face of Wall - LOL -- == Gravel or Dirt Roao /j� i� Body of Water — Right of Way Line �,� Wall Drive or Walk - - Flow Trail Depression ------- CIF n A Concrete Barrier Slope Lines Railroad ''•• . Top of Cut Toe of Fill AC Dike Marsh or Tidal Area Dike and Overside Drain Bridge OG -�-- Flood Channel ---- or Wash BOG Original Ground Line AC Overside Drain Downdrain Culvert and Headwalls Spring - Curb without Gutter Curb with Gutter Fence and Gate {�� Timber or Brush Area _ State or County Chain Link Fence -- — Guard Railing Tree City Limits Guard Railing — - �—© Chain Link Fence _. National or State Forest or Park Boundary Lines ' O® O ci Povier Poles O®• v � Orchard Township, Range, Grant— Other Fence p O Other Poles Section or Fraction Subdivision = � � Z � ^ — -- Culvert (36" or less Vineyard Pipe Inlet in diameter) ` Roadside Signs 3+21 Drainage Inlet Flared End Section _ Hedge Section Corner Culvert (greater than 36" Overhead Transmission Line in diameter) ' f. ( (Tourer Base to Scale) Headwall Endwall I Ditch Flow Line (Z I HORIZONTAL AND VERTICAL CONTROL MONUMENTS r UNDERGROUND UTILITIES (V O yy W N/ Water REVISED STANDARD PLAN aZ Horizontal Control t'onu,M--nt — - --_ RSP A-10A and RSP A-10B supersede �Z (2nd Order or Better'/ G - --G -G -G Gas Standard Plan A-10 dated July 1, 1984, Q O S___ _____S_ -- --S Sewer on page 1 of the Standard Plans book m O U Horizontal Control M,: �.=:nt and Bench Mark E _ --E Electric dated July 1984. Ca) :3 (2nd Order or B,:;tt,_ E-- ------ p p p T- -__ —__T- ---- ---- T Telephone 0 0 0 0 HDrizontai Control or, r nt (Third Order) STATE OF CALIFORNIA GS- ----- --- GS- ---------GS Gasoline DEPARTMENT OF TRANSPORTATION . H,ri ontal Control it and --ench Mark O__ —--0——-- O—----0 Oil (Third Order) TV-- ----TV-------TV-- ----TV Television 3VMB0LS CSD A-10Q 3�I � � ,.r rel_/�-,f.� u l � OL S£ t' ('7-97 Z_ �, .. � . DIST COUNTY ROUTE POST M!.E 8hent N°total shy"hex head ball with Plot washers,fiber TO ACCOMPANY PLANS DATED April 21, 1986 oe SBdRiv F' var 17 14 washer, nut and dam nut. ' ' I x l x 1/e brace.. Required for unbalanced i<t22is signs greater than 36"width / e4oFcssrO,,., �Woed block - I z4"x0'-6" for 24°-36" width signs , 18" or more 3 0 I t/2'"x4 xo'-6' r J ` • .o: 37 -54 wart signs in deprh. ? �, 5 5/e" No blocks on signs less fhon 18" in depth. C-/� ,� 3 /" 2-4 3/q� 3 til `n W J.E.Robert, ?.., C tet.Othce of Structure sign No. _.-@.._. — -- Bend See Note 2- I� 1u2e Bend ,�. eglstered C-1 Engineer t;� �.12-31-88 / ,�. _� March 7, 1986 s� Clvll y���j -- Date Approved q/� 0! CAl\40RN ^— O O SECTION B -B SECTION C-C SECTION D POST SPACING TABLE SIGN PANEL SIGN PANEL POST LENGTH OVERHANG SPACING 3!'4^X 3/6"Slot 1.3 2�-8" c to c ;n angle only Mox width,rectangular sign•54" \ s Max diamond \ 4'8",5'-0"& 5' 6" 7° 9° & 12" 3' 6" a 6'-0°& 6'-6" �—--------- ---_ -- ---- r------ Attachsrgntopost \ 7'0"& T-6° 15°& IS° 4'-6° 3 holes `! i with bolts of top ` 1/a"hex head bolt v,th flat } E. i center and bottom y� B washers,fiber washer, /l �/� V _ 8'-0" -18" 5'-0" lock washer and nut ` � _8 nI i \ s- °, 8' 6" 20" 5'- I, 2° \�_. - ---- r S -0, 22., 5 4„ _ Noll block to post at ° ° - 1 mid-depth of sign 9'-6° 23" 5'-8° --I --- -- Sign panel �� w 10' -Or. 24, 6, O, I .1 10'-6" 24 6'_6" 14 1 11'-0 I I'-6"& 12'-0" 24 27"& 30" 7'-0" UNBALANCED BALANCED END VIEW BALANCED Post Embedment 12'-6" 30" 7'-6" Post 13' -0" 30" 8._011 Size "E" 2. II^ 13'-6"& 14'-6" 30"& 36" 8'-6" SINGLE POST INSTALLATION, -- �; 4" x4 3s' 14'-0"& 15'-0" W 36" 9'-0" 4'x4 Post /�/�� I-1/2" i j I /8 i-I/2^ �2 y6" a x6 Post`1"f2 l- 2/B-11 0 n 4'x 6 4 5' 15' 6"& 16' 0" 36"& 39° 9'-6" ^fl L �\ i I 6'x 6^ 5 0' 16'-6" 39" Id-O" P rn i,!1 S 6"x $' 6 0' J IT-0°& 17'-6° 39"& 42° 16-6" AS BUILT PLANS PLAN 18'-0"& 18'-6" 42 45" ll'- O" 3/8 0 hole for s/l6" hex. hd. bolt Contract No.�- /wltn flat washers, fiber washer 19,-0 45" II'-6„ Strl x�i6 / nut and lam nut 19' 6"& 20'-0*' 45"& 48" 12'-O" A Length of sign panel Date Completed-L- 71-171.a 171. ° 1 r-- rn Document NO. �— 3/8"x 13/4" slot for 20'-6"& 21'-0" 48"& 51° 12'-6" Post spacing B" �--I x/16 /4" hex hd bolt with 21' 6" 51° I3' 0" �verhonq Overhang ELEVATION flat washers,fiber washers, 2Z-0"& 22'-6" 51°& 54" 13'-6" lock washer and nut De1o,l A'_�✓' 23'-0" 54" 14'-0° ?� BACK BRACE DETAILS 23'-6"& 24'-0" 54"& 57" 14'-6° 1/2" hex hd bolt with flat See Note 2 NOTES: T- -- r-� ih washers.nut and iom nut. �I' "" s "" �; 1 , Place long dimension of post cross section normal to sign axis. Height iF 2. Balanced single post installations of unframed single sheet aluminum panel n 1t_ Jt l 1 _ _ _ 1 Brace each post 2"x 6"for brace g p g Hex head bolt shall hove blocks if 18"or more in depth and a combination of blocks s + /length 8� or less 4«x 6^ for brace signs p 21/2 holes for ! / 3 length over 8' long. and back braces if 18" or more in depth and 34" or more in width. Sign Splice line G Do Pone! bolts -! ponels less than 18" in depth and 34' cr more in width shall hove back 6^x 8"post I I � � Pone! :nnd 2"Holes for braces only. 2 x of post i r'ost ��____ 3. For post size see sign layoul, format or quantity sheets. Same os above bolts 4. Bofonced single post installations of Laminated Panel and Framed single Flat washert- 1 at wosher,nut sheet panel signs re uire back braces when 34"or more in width. am nut q •� 1 0 , Fiber washer _ 1 5. Breakaway feature for single post installation shall be the some as the W, I t�r''''6"x 6" 1 breakaway feature slow. for the t;:a pos; installation. ' - - 1 to BREAKAWAY EATURE _ STATE OF CALIFORNIA Note Bolt nate layout is dependent an type --Drill 2'/2' holes in 6"x 8" �w� Same as above bait DEPARTMENT OF TRANSPORTATION of panel Drill holes in P-st to match post and 2"holes in 6"x 6"post. ELEVATION panel furnished END VIEW orient hole axis parallel to axis REVISED STANDARD PI-AN (See note below) of sign. RSP S42-15 SUPERSEDES STANDARD PLAN S42-15 DATED JUL'f 1, 1984. DETAIL A ON PAGE 191 OF THE STANDARD PLANS BOOK DATED JULY, 1984. Note y p ROADSIDE SIGN TWO POST INSTALLATION Use brace only when specified �• ori sign format sheets 5/16^ Diameter`or single sheet aluminum panel signs WOOD POSTS 3/8 Diameter for laminated panel signs or t framed single sheet aluminum pone!signs TYPICAL INSTALLATION DETAILS NO. 2 RSP S 4.2-15 D C B A 3 C D Y at S :� -r �/� Z Z L • • • • I I I I I I I I I I I I I I I I I ; / .-�7-8 DIST, COUNTY flCV(L POSTlAILES SHEET TOTAL To accompany plans dated A rI1 21, 1986 66,74,111 TOTAL PROJECT NO. SHEETS Var I8 t i i 08 SBd, iv � 1 . I I I i 1 j I I I• .'..,. TRAFFIC DIVISION nEIL ENGINEER NO 995 r—r-r ' REGISTERED CIV c1CCy D B A R9T_E_..L_ L DATE Joncory 6, 1980APPRVED N., 093 s 5 16 •'-.. f � I I .. _ ! 1 y " E:kfi2/31/88 *! I CIVIL 5-611- 0) i -I ` O �D ,- D _ _ ► ;-�- i (N 0 r _ N - _ • 12 INCH GRID00 12" A=33 SQ. FT. I r A=27 SQ. FT. TYPE V ARROW 12 INCH GRID TYPE VII (L) ARROW WRONG WAY ARROW •� 12" fes' (FOR TYPE VII(R) ARROW USE MIRROR IMAGE) 2; A=36 SQ. FT. I �� '6 TYPE VII! ARROW I Q i . +• 1-1,iD„ - i _,VCU f 12 INCH GRID AS BUILT PLANS -� A=70 SO. FT. Contract No.�g-28110 - _� P17, , J>RAILROAD CROSSINGS (MBOL Date Completedl- J-4'7 r Document No. o .. — 3'-6' 12 INCH GRID ' /u I r/ _ 2 —,1200 AA TYPE VI ARROW I RIGHT LANE DROP ARROW �_� (FOR LEFT LANE,USE MIRROR IMAGE) I.IF r I } 12 INCH GRIDI2 INCH GRID 6 INCH GRID 6-INCH GRID 12 INCH GRID 43.5' ____,...,._.�1 �.__ .,._..,_ 44"_� �_.��' —> 12' STATE OF CALIFORNIA _ 33"" 12"" DEPARTMENT OF TRANSPORTATION (tl— A=11 SQ. FT. A=14 SQ, FT. A=4 SQ: FT. A=7 SQ. FT. A=15 SQ. FT. DIAMOND SYMBOL TYPE 1 (10) ARROW HANDICAPPED PARKING SYMBOL BIKE SYMBOL TYPE IV (L) ARROW PAVEMENT MARKINGS, rj (FOR TYPE IV(R)ARROW,USE MIRROR IMAGE) ARROWS AND SYMBOLS �I MINOR VARIATIONS IN DIMENSIONS� p� p(% MAY BE ACCEPTED BY THE ENGINEER IPSP A-24B /// o ! I ronv�e-at a: or rae. ,c-enl v C B A 3 C D Ol S Z t7 l7-,F'7 z � i -� = ' z — =-- ----'-------------- ---- DIST E TO aCCO-pany plans dated__��pj_ 08 SBd,Riv 66,OUT7 142,215 CHIEFDIVISION Or TRAFFIC ENGINEERING REGISTERED CIVIL ENG;NEER NO.10995 DATE APPRCEO Januory 6, 1986 No,--jO995 'ST COUNTY ROI 01 SBdRv 66 142 PL 11 qr11 P(_� iqn An LT 00 8" 8" 8" 2" u - h - - ' (D ---3 '=26 SQ. FT. 4 UM - WORD MARKINGS STATE OF CALIFORNIA I SHOULD ITEM SO. FT, ITEM SO. FT., ITEM SO.FT. IT FT. DEPARTMENT OF TRANSPORTATION (i) IF A S OF T AN ONE .70RD.IT (3) MINOR VARIATIONS IN DI%IENSIONS MAY BE ACCEPTED BY THE ENGINEER. EM SQ R AD (4) ALL LETTERS SHOULD BE IN CONFORMANCE ITH THE '/0, E T FO I ED LA ELA'D 31 SCHOOL. 35 SLOW 23 COMPACT! 10 (2) THE: SPACE RET.,�E- RDS SHOULD DE AT L AS UR TimES ALPHABETS FOR HIGHWAY S GNS AND PAVEmENT MARKINGS PRINT U!L�WAY 43 PAVEMENT MARKINGS THE HEIGHT OF THE CHARACTERS FOR LC�7 SP*-,,-D ROADS.BUT BY U S. DEPARTMENT OF TRANSPORTATION. N 22 SIGNAL 32 STOP 2� N (5) PORTIONS OF A LETTER,NUMBER OR SYMBOL MAY BE SEPARATED BY WORDS iORE THAN TEN TIMES THE HEIGHT (IF TH THE SPACE MAY BE REDUCED APPROPRIATELY %%'HFR THERE IS CONNECTING SEGMENTS NOT TO EXCEED 2" IN WIDTH. LOCAL C0,14DITIONS NSP A-24C � r—.-- � t? � s � r ' ' , .� /'''i ". ' ''' 3 �