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294504-T
01ST. COUNT/ RDOIF Po5T a41E-TOTAL PROIFCT i•:'n :°• "�� INDEX OF SHEETS STATE OF CALIFORNIA O8 Sea 30,6 83 VDr 1 4 Sheet No. I Title and Location Map F 2 Signal Modification Plan 3-4 Revised Standard Plans x DEPARTMENT OF TRANSPORTATION f , f».;.. <— LOCATION MAP I>r i vH raANClsca APPLICABLE STANDARD PLANS i zu.na T-ll ES-I8 ES-8 ES-IA ES-48 ES-13 ES-4C PROJECT PLANS FOR CONSTRUCTION ON STATE H!G H WAY IN SAN 13ER1NARbi_N0- COUNTY - 9 L AT VARIOUS LOCATI0X_S . - los AHuus AHD vqum _ -- _ J` x ws calcars �. To be supplemented by Standard Plans dated JULY 1984 V (� 1 / p AVICTORVI r Apple ' Llano W IB Valley <T7 J Pinon Hills 18 x LOCATIONS 33 iDesert SP-9s) W Big OHesperio S A N Va!eye 0 SBd.-33 0-21. —MG) acy St. C4 B E R N A R D 1 N O O IS 2 SBd.-30-21.5—State St. Q ;wr ignlrood 138 T 7 8 Bi Bea Cajon Got. ® g SEM.-30-21.8—Califomia St. I 2 3 4 5 6 IS Arg "`° 'Lake Fowlskin 38 City Crestline Bp Btor Gak Oerore O rrowhead ® SBd.-30-223—Musci tt St. In 8 Big Bear 9 ® 18 Lake 18 Lake 38 g Q5 0 IS Running !.oke SBd.-30-225—Western Ave. J /ROUTE 30 zos TE saings cLAREMONT f0 I i Camp Angelus s © SBd.-30-226—Mt. Vemon Ave. 13 e� PL NO RIA To SBE:, 30-25.7—Del Rosa E.B. ramp U RNE�m fONTANA SAN BERNA::t38 M men FORD. NTAR 0 10 COLTON REDLANDentone vluoge ® SBd.-30-25.8-Del Rosa W.B. ramp I �� o—.1 so Z— 10 —-�- g �i"eoi" HIVtt(blut x g Q SBd.-66-9.9-Freeway 15 N.B. ramp 4 1 1 1 IS so \ WNW 71 NORCO Edge.-t O Coba�on TORBA% Sunnymtad BEAUHON 10 SBd.-66-18 9—Lilac Ave. LINDA 91 T9 10 Pears 11 SBd.-66-221—Cabrera Ave. 91 `CORONAMannrA r)Gat. tot Spring: �/ a R I V E R SI DE � PERRIS SAN© SBd.-83-10.2—'I' St. 3Ar.INTO TUSTIN 74 Homeland i4 ' 1© SBd.-83-11.5-Eighth St. t a irooe vol 3 ` O Co Romoland HENET Vista g 0 Alberhill R.+ un City Winchester X r O R A N G LAKE, IS © Q 0 EI Toro 74 ELSINORE T9 Dep ry m-tor Weetx of-,N.1 1 RepistaM aw Fnaixer N.12189 I AS BUILT PLANS LOCATION 141 012 n aaae October 6 1986 ; 0 2 4 6 8 10 i,2 r Contract No./19-29`1 SDI rSCALE IN MILES' ` xLIILT k Date Completed o3 0 7 �� S 9� Drmnby Date The Contractor shall possess the Class (or Classes) of license Document No. d as specified in the 'Notice to Contractors' on page I of the I I r 5 E„«T e"f I ' Cbecktd by Date Special Provisions. Contrail No. �8-294504 ` FOR REDUCED PUNS 0 1 2 3 ORIGINAL SCALE IS IN D.C'+ES I_I I I I C8 3 5 2-294501 '°�" ••• ++ I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER AIY OI RECTION AND CONTROL ON THIS DATE IN SACRAU.ENTO CALL FORNIA PURWANT 10 AUTHOR ZATION BY THE DIRECTOR OF TRANSPORTATION, lid I — w. _— _ - __� �_�)�.e � r a` -;SUPERVISOR OF - �� a21.�'$ d-.�(.:... GS.�L( I _.. 411CRWFiIl7 SERVICES ...'.-. ,-,SCALE' 1-,50',, . Y - - - ... • ._, - O.gDFrLa+-BTA7E�OE`dALFpRA1A :rRvARraff NT�DF�'-WSMJI'MiTATW�-YICROFILN' .. ..• •.•..•.'--_•^. -` � t t' 100 50 200 ,,, ..4 6 Ar 1 :- p.•+. _ � 300 600 '700 � 20+" - 100��F ARTJ(F�+r of rF.usP•dRTAs =MICROFiLx.... GALE I"a + f l,l.t 1. .1 ).I.i. ;I,I,.a.I: ... _!.,a ,r,s._.T ,l..i �.I so. 50 Io 20 sc30 ao so 60 7o Efl so 1 RmA�o?_ '200 50 S 300.7 • 60 �~ i..i. I. .i. .I I.t,l .1.7.1 i. I.i ,I I. :.f O I....,.,.I , x.,190 SCALE 1,10� Or I�-100 YICPOFILY-87ATE OF a.ALIFORNIA-0.PARTKEf/TOF TfGNS'O�ATq:e-ananOFiLY SCALE I`a 40� or 1=100 •�•'. I 20 a0 aAL�O �� ro � 1 p f C ) 20 30 90 d0 TO 00 80 I IO 20 .30 40 Rn Tn an .... 100 ISn n ALE {'�60• ABGROFILY'STATE OF CALIFORNIA-DEPARrUCUT OF TRANSPoRTATro 18I,_na u __- _ t Y SUMMARY OF SIGNAL CONTROLLERS os 1 sea 130,66 83 t//ia� 12 4 b TRAFFIC DESIDM ENGINEER RED GMl ENGINEER EIGHTH STREET w No 121x7 �aZ1a DATE APPROVED --- > v �o LOCATION m N.W, 01, `g - 1t CC T^ .W.r 7 SBd.-30-21.3—Mocy St. X 1"C,1#14,1#12 •IXI i —� 2 Sed.-30-21.5—State St. X j 3 SBd.-30-21.8-California St. X 2-3"C:18 14,1 10,2 ,4DLC �- 1 1/2"C,11C 1 0 # # #4 �. I A 3-C,30#1 4,1#12,3#10,3DLC- 3 z 4 SBd.-30-22.3-Nestern St. I x I 5 566.-3C-22.5—Y.estern Ave. X i UI 16 SBd.-30-22.6—h1 t. Vernon Ave. X 2 t I 1LOCATION 4 13 7 Sad.-30-25.7—Del Rosa E.B. ramp x I i P.M. 11.5 8SBd.-30-25.8—Del Rosa W.B. ramp x 1 II 9 SBd.-66-9.9—Freeway 15 N.B. ramp X 10 SBd.-66-18.9—L;lac Ave. X 1 1 it S9d.—E6-22.1—Cabrera ME, X I Z12 SM-33-10.2--I" FE. X ' ¢ 13 SBd.-83-11.5—Eighth St. X I 1 1 00 TOTALS 6 7 I 1 o ROUTE 66 (FOOTHILL) 1r^ ELECTRICAL NOTES: !'1 3J'`7 i_J i I 1❑ Install Type 170 Cont;oiler Assembly and foundation. ¢ I a Remove and salvage existing electrical equipment. Signal t 2-3"C,32#14,1#10,2#8,2DLC,11C ¢ I controller cabinet is to remain in place. m I ❑3 Remove and salvage existing electrical equipment. Abondcn existing 1 1 foundation. Intercept existing conduit and install pull box. i I i II LOCATION 11 P.M. 22.1 1 z ~ a�-3"C,1DLC,11C o Q 3"C,21#14,1#10,2#4,3DLC IC of Date St. 0 1 ff]s 1"C,11Cj i� 0 — IOR, sly i �h 14 cc 00 `� 1 M 0 f i `'-2-3"C,10#14,1#12,1#10 ----------- To ca----- Service -4 2#6 4DLC i i LOCATION 7 AND 8 --- -----' — �i P.M. 25.7 AND 25.8 sc 3"c,21#14,11#12,1#10,8DLC ROUTE 66 (FOOTHILL) "I" STREETI 3 � 1 sc SIGNAL MODIFICATION PLAN x LOCATION 9 3-C,16#14,5#12,2#8 P.M. 9.9 SCALE: 1"= 2 GJ, , LOCATION 12 dna S BU ILTP.M. 10.2 BY NO CCS?.ECT:,,NS THIS SHEET REDExED PLANS 10 1 2 3 08352-294501 _ ORICiLNAL SCALE IS IN INCHES i 1 I i +7 AS BUILT PLANS i Contract No.�C3 -29yS/�0 _. �� Date Completed Q 7— IHEREDY CERTIFY THAT THIS ISA TRUE AIDACCURATE COPY OF THE Ae,,VE OOCU%1ENT TAKEN (� r� UNDERMY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO CALIFORNIA PURSUANT TO Document NO.._ AVTEgRIZATION OY THE DIRECTOR OF TRANSPORTATION. _ .._ j�///-� i _'_— �eUPER1n't19 OF i.!=ti i UICRJFIIt•1_SE4YICE5 SCALL .90 ICAO.Lt/..8 T-OF=CAEiFO1ENTr='hE►HET�gi'OfikIwBPORTJ1iYN/='VICPOFILN-•_,_. ._ ._._�_� .... .. -. .•r-z_ _•-.. ®.„•.-..;. _ .,_, .r..+ _ __ _ _ 100 200 .:4`OQ _ 600 E -` •" YiY,P.p}}L.M.<TATE'OEnCAUfO?Hu7G.oEhoRTHEfW F.i!WaroaTATIOH=kNCROFlLM .300 ii Sp0 80 50 80 (MI 60 300 80 .f '.:,(� E-..Y,1: .i I..:I. +,i. ...i.I+f. .I.I 1.' .. ..,Y.A. ..[..1..1. .1.I.I.I. I.I I .i. ,I 0 SCAtL I f s - 700 - 10 20 30 40 60 60 10 810't 0 90-' 100 D 20 SO 40 rA TO 40 50 10 20 30 4050 80 IC fW 94 ... .. I ;.. , 00 •LOO +++.i+.. i.,. .++.1. +. 1 ..f. •..i. SCALE 1"0 10• OI' 1"=10p MICPOFILM-STATE OF CALIFORNIA-OEPANTMFJET OF TRAHS20NTAtt0.1�RCgOrIt.M SCALE 1"-10' O 1"a 100 SCALE 1"a 40� MICPOFILM- TATE OF CALIFORNIA-DEPARMENT 01 4RANSPORTATNNN-MICROFILM $GALE I 40 O1 10 20 3n en cn Tn e.. .... 100 ._ __ _ _ 150 6 DIST..COUNTY ROUTE TOPTOAL PROJECT SNO SHEETS A CRSP concreted rock slope protection G N To accompany plans dated Og SBd 3o,GG Xg V, 3 4t AB aggregate base CSP corrugated steel pipe Ga gage NB northbound QR°IESSTo„k ABBC asbestos bonded CSPA corrugated steel pipe arch GAL gallon No number CHIEF,OFF E OF PROJECT ANNINQ l.ND DESIGN REGISTE D CIVIL ENGINEER ae Fb bituminous coated CTB cement treated base GM guide marker A.J.PHILLIPS n ABM air-blown mortar CTPB cement treated permeable base GR guard railing O ..J".4E Abn abandon CTPM cement treated permeable material GSP 3PROVAL E® L p galvanized steel pipe Obfr obliterate PLANS APPROVAL DATE f\CML Abut abutment 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 TPB treated Alt alternate DO 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 permeah!o Assy assembly Dia diameter I PCC point of compound curve or Saly salvage material ATPB asphalt treated permeable base Dist distance IB imported borrow Portland cement concrete SAPP structural aluminum plate pipe Trans transition ATPM asp�ialt treated permeable material DMBPJ double metal beam barrier ID inside diameter PCP perforated concrete pipe SB southbound TS traffic signal Ave avenue Dr drive Inv invert PCVC point of compound vertical curve SC sand cushion Typ typical R Dwy driveway• Irr irrigation Ped pedestrian I station line Typ Sec typical section E Ped OC pedestrian overcrossing SCSP slotted corrugated steel pipe or BB beginning of bridge Ped UC pedestrian undercrossing sacked concrete slope protection D BC begin horizontal curve EA each Perm Mtl permeable material SD storm drain UC undercrossing BCR begin curb return Ease easement JP joint pole PG profile grade structural section drain UD underdrain Beg begin EB end of bridge or eastbound JS junction structure PI Bit Ctd bituminous coated EC end horizontal curve it joint point of intersection subgrade drain UP underpass Pl, Pf L property line Sec section Bk back ECR end curb return Bkf backfill ED edge drain L PM plate Sep separation V Bldg building EDC edge drain cleanout L length PN post mile SG .shoulder V design speed, Blvd boulevard EDO edge drain outlet LB pound paving notch Sht shoulder valve LCB lean concrete base POC point on horizontal curve �ht sheet Var variable BM bench mark EDV edge drain vent POT point on tangent SM selected material VC vertical curve Br bridge Elev elevation LF linear foot POVC EVC begin vertical curve Emb embankment Loc location point on vertical curve Spec special VCP vitrified clay g PP power pole SPP slotted plastic pipe pipe 1 BW barbed wire EP edge of pavement LOL layout line PPP perforated plastic pipe SOFT square foot Vert vertical , Eq equation Ln lane PPL preformed permeable liner SOYD square yard Viz viaduct t.. C ES edge of shoulder LS lump sum PRC point of reverse curve SS slope stake CAA cable anchor assembly ETW edge of traveled way Lt left PRF pavement reinforcing fabric SSPA structural steel plate arch W CAP corrugated aluminum pipe EVC end vertical curve M PRVC point of reverse vertical curve SSFP structural steel plate pipe WB westbound CAPA corrugated aluminum pipe arch EW endwall PSP perforated steel pipe SSPPA structural steel plate pipe arch WH weep hole CAS construction area sign Exc excavation Max maximum PVCWM wire mesh polyvinyl chloride St street C—C center to center Exist existing MB metal beam Pvmt WSP welded steel CF cubic foot Fyn aynrPccway MBB metal beam barrier pavement STA, bta station pipe MBGR metal beam guard railing 8tr structure a WV water valve Chnl channel Exp it expansion joint R Str structure CIDH cast-m-drilled-hole Med median R radius Surf surfacing WW wing wall CIP cast iron pipe F MH manhole RCA reinforced concrete arch SW sidewalk or sound wall X CIPCP cast-in-place concrete pipe F& C frame and cover MI mile(s) RCB reinforced concrete box Swr sewer Xing CL center line Fdn foundation Mkr marker RCP reinforced concrete pipe g crossing CL chain link FES flared end section MFBM thousand foot board measure RCPA reinforced concrete pipe arch Ti X Sec cross section Cl class FF filter fabric Min minimum R& 0 remove and dispose T semi-tangent Cir clear, clearance F& G frame andrate Misc. miscellaneous iron and steel Rd road TAB tablet REVISED STANDARD PLAN g RSP A-10A and RSP A-106 supersede Co county FG finished grade I& S Reinf reinforced or reinforcing TBB thrie beam barrier Standard Plan A-10 dated July 1, 1984, Co! column FH fire hydrant Misc miscellaneous Rel relocate Tbr timber on page 1 of the Standard Plans book Conc concrete FL flow line Mod modified or modify Ret retaining TC top of curb dated July 1984. Cond conduit Fr Rd frontage road Mon monument RM road-mixed TCB traffic control box Conn connector Ft foot or feet MP metal plate RP reference point STATE OF CALIFORNIA Const construct(ion) Ftg footing MPGR metal plate guard railing RR railroad A S B U I L T DEPARTMENT OF TRANSPORTATION �oord coordinate Fwy freeway MR materialnt rating R&S remove and salvage N ABBREVIATIONS 2 CORTECTIONS THIS SHEET RSP A-10A FOR REDUCED PLANS 0 1 2 3 _ pr.Hinl ORIGINAL SCALE 6 a wmiis 1I- '' AS BUILT PLANS Contract No. - I _, 1 Date Completed-"3 0 I HEREBY0RO DIRECTION THAT THIS IIA TRUE AND ACLU RITE COPY OF THE CALIFORNIAOOCUUCUA TAKEN Document No. ' UNDE0.IZATIOCTIONANDCONTROL ONTHIS DATE INON.RVIElTTO L FORPURSUANT iO • AUTHORIZATION DV TMC DIRECTOR OF TRANSPCflTAT10N ' 1 �, ..�.iSUPER9I5TiS CF _R ,MICRO ILV ,ERVIC_ _. J_ . _ E5__ �s" --i0' •...Y{CRJGIfS1'L9tATE;OF'.GR1:104R7AA PEFtR'fYfEHT.OF=T'kAi9PORrA. -:UIGP.4FII.M - __ ��. _.. ..._ _ _..-... -` '- ....:SCALE ]' SO -.. _ ..-- �...,,.,- .,, _.-.�<� "--�.�_ 4Q0' 0caLlvaHcr.L.:-oCPfr"rMCHT^nor w w w eo 34.1 1 i.l3.ao IO 20 . C0 TO 60 v40a 1 ,,..20 30 5rv0it e0 ° I ZGG" Y 300 CO 111 ' SO SCALE1SCALE O Ia100 T00 ,B SCALE Ie IUB I"g 10$ OOILI[ kICOPILN-91ATE OF GLPORNIA-OEPARTyEi IY� " NMENT Of RNSOTATvJ-YICROFLY SCALE 4050 150 0 ' -__ OST DIST. COUNTY ROUTE TOTAL PRC JFCT SNOT S!ETETSi�= TOPOGRAPHIC SYMBOLS To accompany plans dated o8 SBd 3066,$•$ 4 ¢ Existing Features 7. . CHIEF,�OF PROJECT ANNING AND DESIGN—CONSTRUCTIOAREGISTERED ¢poF oN CIVIL ENGINEER `� rbc Manhole, 4.J.P-RLLIpS_ Building O Well or Tank AND CADASTRAL SYMBOLS „,_13046 �4 Spot ElevationsPLANS APPROVAL DAs-18-86 TE — * Ely,3.31.89 L----------- Foundation or Ruin 123.4 (Taken at Decimal Point) Surfaced Street, _ Channel or LOL Centerline Highway or Road i H I Station Line Structure (Bridge) Curb = Stream or River 9 260 1 Layout Line F-- Grave! or Dirt Road R/W t o ------------ Body of Water �`+ Right Way Line Face of Wall - LOL ����� ------------ Drive or Walk -P Wall �---- Flow Trail Depression C,F _—f' Concrete Barrier Railroad L.� _-- (rte Slope Lines a-`• Top of Cut Toe of Fill -- _�— Marsh or Tidal Area AC Dike Bridge OG Dike and Overside Drain Flood Channel - - ------ - — - or Wash ---_.---OG '.0 Overside Drain Downdrain — - --— Culvert and Headwalls Original Ground Line o_ Spring — Curb without Gutter —X X—'--X x— Fence and Gate Timber or Brush Area — Curb with Gutter State or County ey —m- �— �— Chain Link Fence � — Guard Railing Tree City Limits _ T T T T T T T _1117 Guard Railil�g — 0 o 0 © National or State Forest or Park Boundary Lines ��— ED ED Chain Link Fence f f f Power Poles o • • p Orchard Township, Range, Grant 000 Q T �E X Other Fence i ♦ Other Poles Section or Fraction Subdivision Vineyard Culvert ter)or less 4 Pi�nlet in diameter) Roadside Signs �.l 1. 1.� Drainage Inlet Wall Hedge 3 2 Section Corner Flared End Section 13+2 0 11 — — —— Overhead Transmission Line Culvert (greater than 36" `-y (Tower Base to Scale) in diameter) Headwall Endwall < ---f----a— Ditch Flow Line c wncwl.c r% nTVU V Qn 1 Iv/1L o.vw 1 Mu MONUMENTS UNDERGROUND tJ I IL I 0 Ir5 e Horizontal Control Monument W W W Water REVISED STANDARD PLAN (2nd Order or Better) G - -G - -G - -G Gas RSP A-10A and RSP A-106 supersede Standard Plan A-10 dated July 1, 1984, ® Horizontal Control Monument and Bench Mark S--- --—'"S ------S Sewer on page 1 of the Standard Plans book (2nd Order or Better) E— -- -E - --E Electric dated July 1934. AHorizontal Control Monument T——------T——------ T Telephone (Third Order) GS----------GS----------GS Gasoline STATE OF CALIFORNIA ® Horizontal Control Monument and Bench Mark 0-----0-----0-----0 Oil DEPARTMENT OF TRANSPORTA-ION (Third Order) TV-- ---_TV------TV------TV Television SYMBOLS r ® Bench Mark A 5 BU ILT N00RRECT10,NS TN:S SHEEP RSP A� 0B 2 FOR REDUCED PIANS 0 1 2 $ ORIGINAL. SCALE IS N NGES 1 I 1 I iii a AS BUILT PLANS - ��' Contract No.6S-29y50�! I � Date Completed 01,00497 _ W I•.3 _ Document NO. I HEREBY CERTIFY THAT THIS ISA TRUE ANOACCUPATE COPY OF THE ADOVE OOCMENT TAKEN LINGER NYORECTIO\AND CONTROL ON IS CATENSCRAKCNTO CAU FORMA PURSUANT TO AVTFiORtZATgN DY itt DIRECTOR OF TRANSFORTAT ON. UPEW."T1 OF lL.O2l sT_d .LQ�,.. LS�L� ! NICRrmk4_ER410E5 e '�"'- s`:; • "`..' .,, Rr,�o+ntr:afire"oF�u.rY,+aau-;.°ae LrdeirarTwmedeTuwL=wcaoFau -,-. .... SckLE 'i a�� 0 100 200 -=500' 600 ""4"1CAOTILN='ETATE�Of"C.9Lk'OS, I'=OEPAR7'NENTO[Tg413'011'TAl10q KRROF1Lb .. - -_.` -.. ._. 30 6D 900 700 gD .. 100 COLE I 20 50 300 3O 0 3, +',.r.1. ,I,',I,! i I I o Y.,i ,i,i. 1, RO 30 40 W TO BO~ SO .O 20 30 4J BO 70 )'D W q 20 30 40 SO 30 50 'lav 300 . 1 10 SO SCALE I"-I0` a 1"-[W N,C..JF.L�-_TAT.CY�LIFOPNIA-DEPAP.TPENT Of TRANSPORTATq::-NICROFIt.N ,,•• •• - t "2 . • :.•:•.. •., ... d I Si - 0. 50 ,,,, „_ - _- 100 SCALE I"a t0` a ["-100' IRn n SCALE 1`a 90` V40WIJd-STATE OF CALIFOPN4Y-OEPARI'WEN"OFT WPORTAT"-NICP.OFRN e�.. _...