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281804
A CNH 1 - 015 - 5 ( 137 ) 112N DIST COUNTY ROUTE POST MILE TOTAL PROJECT NO 'NO. 1,5 1 STATE OF CALIFORNIA _ 08 SBd 15 , 66 5. 0/5. 5, 9. 6/ 10. 0 1 92 I NMEX 0P SHEETS ACSTP S066 ( 002 ) N Sheet No. I Tit ! e and Locctlon Map DEPARTMENT 01 TRANSPORTATION DEL NORTESISKIYDG MDDDG ! 2 - 3 Typ ! ca I Cross Sections 4 - 5 Standard P I ans L ! 5t - - - - - i � d . PROJECT PLANS FOR CONSTRUCTION ON 6 K�G:y Map and I__- 1 ne �'�^': 'TRINITY ,/ SHASTA LASSEH HUMBOLDT ' - 7 - 9 Layouts TEHAMA 10- II Profiles +- .-1 � � PLUMAS 1 1 2 - 1 6 Construction Deta l I s S T A T E HIGHWAYBUTTE M NDOCINO . GLENNyIE\RA 1 7 - 1 8 Contour Grading and Ut 1 l 1 ty Plans i cDI:UsA- -,4;,( ° LAKES \�) '_ -/'PLACER 19 - 24 Drainage i nage P I ans , Prof 1 I es , Details `ple 'E DORADO �/ �YOLO and Quantities IN SAN BERNARDINO COUNTY' AJ > Pa 50 OMA NAP � Q'ti g IN RANCHO CUCAMONGA _'` saANoW? hw �p 25 - 36 Stage Construction Plans P 37 - 38 Detour Layouts MAN CONT S'� �� iTDDLUMNEMOND ON ROUTE 15 FROM 0 . 3 MILE SOUTH TO 0 . 2 MILE NORTH `°�T' �, SAN FRANCISC LAMEdA PJS\ ARIPOSA / ) O ESANTA 1rMERCED 39 Construction Area Signs SAN MA 40- 43 Pavement Del lneatPon Pians OF ROUTE 15 / 66 SEPARATION AND ON ROUTE 66 FROM `,J�CLARA SANTA CRUZ �,y and Quantities 0 . 2 MILE WEST TO 0 . 2 MILE EAST OF ROUTE 15 / 66 SEPARATION .SAN` FRES" -\ NYO �BENITO h 44 Summary of Quantities MONTEREY / TULARE r 1 45 - 49 Sign Plans , Deta ! ls and Quantities To be supplemented by Standard Plans dated Jul y , 1992 /KINGS , 50- 57 Electrical Plans SAN x KERN 58 - 616 Revised Standard Plans LUIS - I' 67 - 10 New Standard Plans SAN BERNARDINO SANTA 'I` / BARBARA / LOS ANGELES VENTURA\ STRUCTURE PLANS 6� RIVERSIDE " 71 - 83 Route 15/66 Separation (Widen) , ,� LOCATION IAP -_ - ORANGE Br, No. 54 - 9228 J` SAN DIEGO 1 IMPERIAL 84 -92 Route 15/66 Separation ( Retaining Walls ) � BEGIN CONSTRUCTION I ( ROUTE 6 6 ) The State of Collfornla or Its officers or agents shall not be responsible STA 307 + 00 PM 9 . 6 for the accuracy or completeness, of electronlc coples of this plan sheet u Begin Work ( Route 66 ) RANCHO CUCAMONGA Sto 306 + 70 RPUTE 1 5, 304 + 15. 36 = o RQU Til 661 7.* 90 86 m r LD � O Cl- I its \ kLt 3 cps ...- o . .. 300 – __U v -- ... ....... ` s N w� N 285 — T.O... ONTARIO 290.... 295 3:0:0. .. 310 RdUTE .. 1 5 3 � 5 : 320 L.CI V I CTORV I LLE © o .................. .. . .. a r . C C 295 _ . . . moo ° J, RAMP B o r- k, s C o RAMP .. _- .. ..... ... End Work ( Route 1 5 ) Begin World k ( Route 1 5 ) . Sto 320 + 00 ROUTE 15/66 SEPARATION c Sto 28500 CONSTRUCTION 3oD BR. �NN. = i i 54 - 922R END NSTRUCTI I / o 'a ® 3° ( ROUTE 15 ) L cc BEGIN CONSTRUCTION fly ( ROUTE 15 ) s STA 315 + 20 PM 5 . 5 c,r' " rl,fs T v + JL — Ln - o C STA 288 + 70 PM 5 . 0 CO,�:I�LLT-D_� � - y D � --- co - o L o lam END 'CONSTRUCTION Esc- ( ROUTE 56 ) --� Q� � _ 9— � e� �q� �/ �j OFESSIO - --- -- /L, fiG d roc - } i O,k SFO \ STA 327 00 PM 0 0 W! a o m o 1 1 -01 -94 2 SAM S. OYAMA Z o � � Project Manager NO.�_.>.2&1 1 Go y am' o Registered Civil Engineer ExP - 1-5� End Work ( Route 66 ) c � J ' z Cos� CIVIL L Sto 328 + 00 '�` OF CAS\F��� v y August 26 , 1996 a SCALE IN FEET Plan Approval Date CIO U M ' 0 200 400 6CC' u: PARSONS BRWCKERHOFF OUADE & DOUGLAS, INC. I � � , G ! Tne Cod troL.toir siiaH possess the Class uor Classes) of license � UNION LABEL 505 S. MAIN S REST, SUITE 900 m Is specified ir, the "Notice to Con-tr©CT0l`-s". ORANGE, CA 92668 :� I 1 =� , `tial I �� I ILon08 81804 tract No. �+ OIZIGiu dLv SCALE PLANS � 2 FOR REDUCED I I r1EA2818 ' E IS IN 'NCHES CU 08206 .—� i I 1 3 I DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS NOTES: 08 SBd 15 , 66 5 . 0/5. 5 , 2 92 I I . DIMENSIONS OF THE STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES 9 . 6/ 10. 0 SPECIFIED IN THE STANDARD SPECIFICATIONS, 2 . SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. 3. SUPERELEVAT I ON AT SUBGRADE IS THE SAME AS THE FINISH GRADE SUPERELEVAT I ON. QROFEssioNq� REGISTERED CIVIL ENGI X R/W RTE 66 R/W 60 ' I 60 ' so 8 - 26- 96 w SAM S. OYAMA m VAR I VAR PLANS APPROVAL DATE * NO. 25266 Exp.l2-31-97 WB RTE 66 EB RTE 66 PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC, r� CIVIL P 1 505 S. MAIN STREET, SUITE 900 qTF OF CALF��C 4 ' & j 4 ' & ORANGE, CA 92668 4 ' VAR 32 ' 19 ' - 42 ' VAR 4 ' 3 ' 10 ' DC The State of Callfornla or Its officers or agents shall not be responsible Z//_Zxx s/7D 1 for the accuracy or completeness of electron/c copies of this plan sleet. LIN\1 T VI'- lIiw'TJuzLvLP ((AN� Up1=1 es I ViMi�S VAR 10 3 r 2/, _ �_V�_-=_ —_ —_ —_ —_ —_ —_ —_ —_ — — —_ __ _ 2—► 5! - - - - - - - - - - - - - - - - - - - - - m > 0. 5 ' (TYPE B) AC o w ( EXIST ) w 0. 8 ' CL. 2 AB w �¢ TYPEQ ( EX I ST ) —TYPEQ TYPEQ TYPE QI a ROUTE 66 ( FOOTHILL BLVD ) o WB STA 307 + 50 TO STA 312 + 70 EB STA 308 +00 TO STA 312 + 42 Z 7� TYPE < E01 ' TO 0. 4 ' AC ( TYPE B ) ti o >- r RTE 66 m sra 80. 8 - 88. 0 76. 5 ' az 70. 63 ' & VAR 68. 63 ' & VAR 0. 50 ' AC ( TYPE B ) L) CD w TYPE Q < w a: 6 ' 8 ' 12 ' 44 . 5 ' VAR 42. 5 ' 12 ' 8 ' 6 ' 0. 80 ' CL 2 AB SHLD WB RTE 66 j EB RTE 66 SHLD1 _ - - - 4 , j 4 ' i - - - I • 0. 60 ' AC ( TYPE B ) REMOVE RET - - - _ � REMOVE RET WALL I13 WALL - - - � TYPE O3 0. 60 ' CL 2 AB I I TIE-BACK WALL 1 . 15 ' CL 2 AS �- II REMOVE 11 A2 - 8 x_ - - Fq OVE 6. 5 '' 6. 5 ' tlm Ts ot- cv[� pClyuJ� a` CURB j j CURB (A CL m B 3� % Llnniis of c��l-� l-� �u;n�% I -_ w TIE BACK WALL Q P I tyARi�s I I > YA�i 5 I I I I p 2• 0. 85 ' PCC z �1 I - � 2%-VARIES 2%_VARIE _ S%I I m 0. 25 ' ATPB - -- -- - - - - - - - - - - - --1- f--- -- - - - - a TYPE4Ow - - - - - - - - - -r ` I - - - - - - - - - - - - - 0. 35 ' CL 2 AS 0. 5 ' AC ( TYPE B )( EXIST ) r 4 " THICKSW 0. 8 ' CL . 2 AB - - - - - TYPEQ ( EXIST ) TYPEQ ' _._. 4"- THICK SW TYPEQ TYPEQ] ROUTE 66 ( FOOTHILL BLVD ) Z WB STA 313 + 32 TO STA 321 + 93 C> EB STA 312 +96 TO STA 322 +03 EDGE OF cc R/W RTE 66 R/W EXIST SHLD n 60 ' I 60 ' 65 ' x a 3 z 48 ' - 56. 5 ' I 52 ' - VAR Vim.__':�5 4; r cc VAR 53" - 48 ' Imo ; i I-- LL 2' 8.5' j MIN 0. 1 ' - - - - - - - - - _ - � n - - - �— I - - - — — — — — — — W Z 14 ' I VAR COLD PLANE � AC DIKE 1 AC PVMT TYPE I a~c (TYPE A) 7 ' 7 ' TYPE -� REMOVE 7 AC DIKE" : '� EX i ST COLD PLANE DETAIL CURB EXIST SIDEWALK ' S•y VAR VAR ( TYPICAL ) a _ � - - - - - - -�_-- - } - - - - - - - - - - _ .� - - - _ L'F -ems - - - - - - - - - - - - - - - - - - - t — �-- — J ; 0 Z; 0. 5 AC (TYPE B) (EXIST) EXIST CURB x. LL. � TYPE Q 0. 8 CL.2 _AB ( EXIST) q Wi ROUTE 66 ( FOOTHILL BLVD ) TYPICAL CROSS SECTION o� STA 322 + 30 TO STA 324 + 15 NO SCALE ° u., w Nw o — FOR REDUCED PLANS 0 1 2 3 (REV� 3se8) ORIGINAL SCALE IS IN INCHES CU Q$2Q6 EA 281801 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15 , 66 5 . 0/5 . 5 , 3 92 9 . 6/ 10. 0 r� A Q*VESSIONq� REGISTERED CIVIL ENGI �O F x SAM S. OYAMA 8 - 26- 96 PLANS APPROVAL DATE No. 252 * Exp.l2-31- 1-97 PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC. IL 505 S. MAIN STREET, SUITE 900 �fgTF OFlvC ORANGE, CA 92668 " A " L I NE 41 & The Stote of Collfornlo or Its officers or ogents stall not be responsible 3 ' 4 / VAR ! 2 4 ' VAR 3 ' 1 5 ' M I N V AR R/W for tta occurocy or completeness of electronlc copies of this plan sleet. 10 ' - 12 ' SEE SHEET C= 4- FOR CURB j I & SIDEWALK o SEE SHEET C-4 FOR j PG > w CURB & SIDEWALK I VAR ED j 0 Lil Lu 0 w > 1-- OG Lu a M 0 3" PLASTIC PIPE OG x w ~a (EDGE DRAIN) TYPE 4O 0 O cn =- ` RAMP TERMINI w m I- STA "4' 306 + 00 TO STA °A" 307+ 48 d � J LL1 W Z Y ug U _J In uJ Q W 7- u U 0 U i " A " LINE RAW ' B" LINE = 3 ' 4 VAR VAR 12 ' - 24 ' VAR 3 ` 15 ' MIN VAR 3 ' 4 ' 16 ' 8 ' 3 ' 15 ' MIN 0 - 10 a 81- 4 I w � I 0 PG i z m 1 VAR - AC D I KE (TYPE � E) c� �� r ( SEE LAYOUTS o '� �� -- FOR LOCATIONS ) 1 % 1 VAR AC DIKE (TYPE 'g OR E) PG ( SEE LAYOUTS FOR LOCATIONS ) OG OG Z OG ��Tl o FR F= a cc TYPEO3 x a RAMP ' A " 10 ' 10s z STA °A" 292 + 70. 98 TO STA 'X 306"+;00 ILI- RAMP ' B ' S W STA °B° 295 + 59. 4 1 BC 'TO STA �'B" 303 +34.89 BB LL- CO'OF �o STA B306+06. 80 EB-'.TO STA-�'B"'31:3 '+ 69'.81 z Lu DC W SLOPE ROUNDING DETAIL ( TYPICAL ) AS b 'UIL T d CORRECTIONS BY �U[ cc '.. DATE COMPLETED— LL- LL. OMPL.ETEDL x o W TYPICAL CROSS SECTION � o�) a NO SCALE co d4lx - 2 W FOR REDUCED PLANS 0 2 3 ��� ORIGINAL SCALE IS IN INCHES CU 08206 � EA 281801 I The State of Callfornla or Its officers or DIST. COUNTY ROUTE POST MILES SHEET TOTAL G E N E R A L ROAD WORK DRAINAGE TOTAL PROJECT No. SHEETS agents shall not be responsible for the accuracy 5 . 0/5 . 5 MISCELLANEOUS El D72 Drainage Inlets shoe repleteness of electronic copses of this plan Og SBd 15 , 66 t. 9 . 6/ 1 0 . 0 4 92 AIOA Abbreviations ® D73 Drainage Inlets 91 AIOB Symbols IM D74A Drainage Inlets To accompany plans dated 8 - 26 - 96 A20A Pavement Markers and Traffic Lines, Typical Details 19D74B Drainage Inlets 11 A20B Pavement Markers and Traffic Lines, Typical Details D74C Drainage Inlets Details El T4 Temporary Traffic Screen D75 Pipe Inlet ® TIO Traffic Contra ! System for Lane Closure on Freeways and M A20C Pavement Markers and Traffic Lines, Typical Details Expressways ® RSP A200 Pavement Markers and Truffle Unes,Typlcol Detalls IN D77A Grate Details ❑ T I OA Traff I c Control System for Lane and Complete Closures on 11 RSP A24A Pavement Markings- Arrows 2D77B Bicycle Proof Grate Details Freeways and Expressways A24B Pavement Markings- Arrows ❑ D77C Alternative Hinged Cover for Type OL and OS Inlets and Trash 11I Til Traffic Control System for Lane Closure on Multilane ® RSP A24C Pavement Markings- Symbols and Numerals Rack for Type OCP Inlet Conventional Highways ® A24D Pavement Markings- Words D78 Gutter Depressions IM T12 Traffic Control System for Lane Closure on Multilane A24E Pavement Markings- Words and Crosswalks ❑ D79 Precast Reinforced Concrete Pipe- Direct Design Method Conventional Highways ® A35A Portland Cement Concrete Paving Details El D80 Cast- In-Place Reinforced Concrete Single Box Culvert ❑ T13 Traffic Control System for Lane Closure on Two Lane ❑ D81 Cast- In-Place Reinforced Concrete Double Box Culvert Conventional Highways ® A62A Excavation and Backfill - Miscellaneous Details 1 T14 Traffic Control System for Ramp Closures IN A62B Limits of Payment for Excavation and Backfill Bridge- Surcharge El D82 Cast- In- Place Reinforced Concrete Box Culvert Miscellaneous Details and Wall BRIDGE ® A62C Limits of Payment for Excavation and Backfill - Bridge El D84 Box Culvert Wingwalls- Types A, B, C ❑ D85 Box Culvert Wingwalls- Types D and E BO- I Bridge Details 0 A62D Excavation and Backfill - Concrete Pipe CulvertsBO- 3 Bridge Details L1A62E Excavation and Backfill - Cast- In-Place Reinforced Concrete Box El D86A Box Culvert Warped Wingwalls and Arch Culverts L1D86B Pipe Culvert Headwalls, Endwalls and Warped Wingwalls IM BO-5 Bridge Details ❑ D86C Arch Culvert Headwalls, Endwalls and Warped Wingwalls BO- 13 Bridge Details A62F Excavation and Backfill - Metal and Plastic Culverts ® 132-3 16 " Cast- In- Dr111ed- Hole Concrete Pile lig A73A Markers ® D87A Overslde Drains El 132-5 Pile Details- Class 45 and Class 70 IN A73B Markers ■ D87B Overslde Drains A73C Delineators , Channelizers and Barricades ❑ D87C Underdrains ❑ B2- 8 Pile Details- Class 45C and Class 70C ❑ A74 Survey Monuments ❑ D88 Construction Loads on Culverts ❑ 132-9 Load Test Anchor Pile Details ❑ A75A Concrete Barrier Type 50 ❑ D88A Strut Details for Structural Steel Plate Pipes, Arches , and ® 133 - 1 Retaining Wall - Type I , H=4 30 ❑ RSP A75B Concrete Barrler Type 50E Vehicular Undercross 1 ngs ❑ 133 - 2 Retaining Wa I I - Type 1 , H =32 ' -36 ' ❑ A75C Headlight Glare Screen IN D89 Pipe Headwalls ❑ 133- 3 Retaining Wall - Type IA W A77A Metal Beam Guard Railing ❑ D90 Pipe Culvert Headwalls , EndwaIIS and Wingwalls- Types A, B and C ❑ 83- 4 Retaining Wall - Type 2 U A77B Metal Beam Guard Railing- Standard Hardware ❑ D93A Pipe Riser Connections ❑ 133 - 5 Counterfort Retaining Wall - Type 3 ElD93B Drainage Inlet Riser Connections El 133- 6 Counterfort Retaining Wall - Type 4 M A77C Metal Beam Guard Railing- Posts and Blocks RSP A77D Guard Rall Flares ElD93C Pipe Riser with Debr1s Rack Cage ❑ B3- 7 Retaining Wa I I - Type 5 10 Guard Rall Flares D94A Metal and Plastic F I ared End Sections ® B3- 8 Retaining Wa I I Details No. I [I RSP A77 RSP A77F Metal Beam Guard Ralling- Miscellaneous Details D 9 4 B Concrete Flared End Sections ® RSP 83-9 Retaining Wall Details No.2 � ❑ D95 Concrete Arch Culverts El B3- I I Retaining Wa I I Type 6- 6 ' - 0 ' ' Maximum W RSP A77G Guard Rall End Anchors (Breakaway) l 0 A77H Guard Rail End Anchors ( Breakaway Hardware ) D97A Corrugated Metal Pipe Coupling Details No. I - Annular Coupling ❑ 136- 1 T- Beam Details Band Bar and Strap and Angle Connectors El B6- 10 Utility Openings, T-- Beam A771 Barrier and Guard Rail End Anchors D97B Corrugated Metal Pipe Coup IIrig Details No. 2'- Hat Band Coupler IM 136- 21 Joint Seals (Maximum Movement Rating = 2 ' ' ) 12 A77J Guard Rail Connections to Bridge Rails, Retaining Walis and Flange Details and Abutments ® 137 - 1 Box Girder Details III D97C Corrugated Metal � Ipe Coupling Details No. 3 - Helical and ❑ B7- 5 Deck Drains L1A77K Guard Rail Connections to Bridge Sidewalks and Curbs Universal Couplers ( A78A Thrie Beam Barrier 13 D97D Corrugated Metal Pipe Coupling Details No. 4 - Hugger Coupling El 137- 6 Deck Drains- Type D- I and D- 2 0 M' A78B Thrie Beam Barrier- Standard Hardware and Miscellaneous Details Bands ❑ 137- 10 Utility Opening- Box Girder RSP A78C Thrle Beam Barrler- End Anchors El D97E Corrugated Meta I P 1 pe Coup I 1 ng Deta 1 1 s No. 5- Standard Jo 1 nt ❑ 87- 1 1 Ut i I i ty Details ❑ A78D Thrie Beam Barrier Connection to Concrete Barrier Type 50 ❑ D97F Corrugated Metal Pipe Coupling Details No. 6'- Positive Joint ® 138-5 Cast- In-Place Prestressed Girder Details ❑ A78E Thrie Beam Barrier Connections to Bridge Rails 0 D97G Corrugated Metal Pipe Coupling Details No. 7 - Positive Joints ❑ B11 - 7 Chain Link Railing ❑ A78F Thrie Beam Barrier Connections to Bridge Curbs, Retaining Walls and Downdrains BII - 47 Cable Railing and Abutments ❑ D97H Reinforced Concrete Pipe or Non-Relnforced Concrete Pipe ❑ BII - 51 Tubular Hand Railing Standard and Positive Joints CY ❑ A80 Thrie Beam Barrier Emergency Passageway ❑ B11 -52 Chain Link Railing Type 7 1:1 A81 Crash Cushion, Sand Filled ❑ D98A Slotted Corrugated Steel Pipe Drain Details E BII -53 Concrete Barrier Type 25 A S 1 �" T ❑ D98B Slotted Corrugated Steel Pipe Dra1n Details CORRECTIONS aY ❑ A83 Portable Scale Pad and Approach Slab DetailsElBII - 54 Concrete Barrier Type 26 C. A85 Chain Link Fence 0 D99A Structural Section Drainage System Details ❑ B13 - 1 Slope Protection Detail No. I DATECoMPLE-11 ° El A86 Barbed Wire and Wire Mesh Fences D99B Edge Drain Outlet and Vent Details ❑ B13- 2 Slope Protection Detail No. 2 RSP A67 Curbs, Dlkes and Driveways El D99C Edge Drain Cleanout and Vent DetailsIm ❑ B 1 4 - 1 Structural Steel Plate Veh1cuIar Undercross 1 ng a D99D Cross Drain Interceptor Details ® B14 -3 Communication and Sprinkler Control Conduit ( Conduit less of CRIB WALLS than 4 ' ' Diameter) HIGHWAY PLANTING El Reinforced Concrete Crib Wall - Battered Walls- Types A, B and C ❑ B14 - 4 Water Supply Line ( Bridge ) (Pipe less than 4 " Diameter) ❑ C713 Reinforced Concrete Crib Wall - Battered Walls- Types D, E and F El HI Planting and Irrigation- Abbreviations ❑ B14 -5 Water Supply Line ( Details ) ( Pipe less than 4 ' ' Diameter ) c LF, a ElC7C Reinforced Concrete Crib Wall - Vertical Walls- Types A, B and C El H2 Planting and Irrigation- Symbols = N ❑ C7D Reinforced Concrete Crib Wall - Vertical Walls- Types D, E and F ❑ H3 Planting and Irrigation- Details ROADSIDE $ IG N $ �I ❑ C7E Reinforced Concrete Crib Wall - Types A , B, C, D, E and F Header 1:1H4 Planting and Irrigation- Details ® RSI Roadside Signs , Typical Installation Details No. I M and Stretcher Details ❑ H5 Planting and Irrigation- Details ® RS2 Roadside Signs , Wood Posts , Typical Installation Detail No. 2 �l ❑ C7F Design Data for Reinforced Concrete Crib Wall Foundation ❑ H6 Planting and Irrigation- Details ❑ RS3 Roadside Signs , Laminated Box Wood Posts , Typlcal Installation o !� Pressure- Battered Wall ❑ H7 Planting and Irrigation- Details Details No. 3 �� ElC7G Reinforced Concrete Crib Wa I I Foundation Pressure- 11 RSP H8 Plonting and lrrlgatlon- Detalls M RS4 Roadside Signs , Typ1caI Installation Deta 1 I No. 4 w 11 Vertical Wall a \I ❑ C8A Steel Cr 1 b Wa I I - Construction Details TEMPORARY FACILITIES SHEET 1 OF 2 ❑ C813 Steel Crib Wall - Design Data 13 TI Temporary Crash Cushion, Sand Filled ❑ C 8 C Steel Crib Wall - Design Data RSP T2 Temporary Crash Cushlon,Sand Filled S T A N D A R D PLANS L i S T , ElC9A Timber Crib Wall - Types A, B, C and D T3 Temporary Rolling (Type K ) ( JulEdition ) ❑ C913 Timber Crib Wall - Types A , B, C and D Design Data Revisseded May 29, !996 The Revised Standard Plans (RSP), New Standard Plans (NSP) and Revised New Standard Plans (RNSP) which apply to this contract are included as indlvlduai USERNAME = > trb i ng CONTRACT NO. 08 — 281804 sheets of the proJe:ct plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a , marked box. DGN F I LE = > spl 271 23806 __ — POST MILES SHEET TOTAL OVERHEAD $ I G N $ aThege tsste ll not le res or its for or DIST. COUNTY ROUTE TOTAL PROJECT N0. SHEETS SIGNALS , LIGHTING AND ELECTRICAL SYSTEMS or con siblinstbe responsible for the accuracy 5 . 0/5 . 5 , or con,oleteness of electronic copses of this peon 08 S B a 15 , 66 5 92 OVERHEAD SIGNS - TRUSS ■ ES- I A Signal , L1ghting and Electrical Systems- Symbols and sheet. 9 . 6/ 10 . 0 Abbreviations El S1 Overhead Signs- Truss, Instructions and Examples El S2 Overhead signs- Truss , Single Post Type, Post Type II thru VII ■ ES- IB Signal , Lighting and Elects rical Systems- Symbols and To accompany plans dated El S3 S3 Overhead Signs- Truss, Two Post Type, Post Type I -S thru VII - S Abbreviations � ■ ES- 2A Signal , Lighting and Electrical Systems- Service Equipment ■ ES - 6S Signal and Lighting Standards- Details No, I ❑ S4 Overhead Signs- Truss, Single Post Type, Structural Frame ■ ES- 6T Signal and Lighting Standards- Details No. 2 Members ■ ES- 2B Signal , Lighting and Electrical Systems- Service Equipment g g ■ ES- 2C Signal , Lighting and Electrical Systems- Service Equipment ■ ES- 6TA Signal and Lighting Standards- Pole and Most Arm Alternatives EI S5 Overhead Signs- Truss, Two Post Type, Structural Frame Members Notes ❑ ES- 6U Lighting Standards- Types 10 and 15 Slip Base Insert ❑ S6 Overhead Signs- Truss, Structural Frame Details Signs- Truss, Frame Juncture Details ■ ES- 2D Signal , Lighting and Electrical Systems- Service Equipment El ES- 6V Signal and Sign Standards- Type 33 Left Turn ■ S7 Overhead S1 9 and Typical Wiring Diagram, Type A ■ ES- 7A Signal , Lighting and Electrical Systems- Electrical Details, ❑ S8A Overhead Signs- Steel Frame Removable Sign Panel Frames ■ ES- 2E Signal , Lighting and Electrical Systems- Service Equipment Structure Installations ❑ S813 Overhead Signs- Removable Sign Panel Frames, Overhead Formed and Typical Wiring Diagram, Type B ■ ES- 713 Signal , Lighting and Electrical Systems- Electrical Details , Panel Mounting Details ■ ES- 2F Signal , Lighting and Electrical Systems- Service Equipment Structure Installations ❑ S8C Overhead Signs- Truss, Sign Panel Mounting Details, Laminated and Typical Wiring Diagram, Type C ■ ES- 7C Signal , Lighting and Electrical Systems- Electrical Details, Panel - Type A ■ ES- 3A Signal , Lighting and Electrical Systems- Signal Heads and Structure Installations ❑ S813 Overhead Signs- Truss, Removable Sign Panel Frames 110 '' and Mountings ■ ES- 7D Signal , Lighting and Electrical Systems- Electrical Details, 120 '' Sign Panels ■ ES- 313 Signal , Lighting and Electrlcal Systems- S1gna1 Heads and Structure Installations ❑ S9 Overhead Signs- Walkway Details No. I Mountings ■ ES- 7E Signal , Lighting and Electrical Systems- Electrical Detalls , ❑ SIO Overhead Signs- Walkway Details No. 2 ■ ES- 3C Signal , Lighting and Electrical Systems- Signal Heads and Structure Installations ❑ SII Overhead Signs- Walkway Safety Railing Details Mountings ■ ES-7F Signal , Lighting and Electrical Systems- Flush Soffit ❑ S13 Overhead Signs- Truss Pile Foundation ■ ES- 3D Signal , Lighting and Electrical Systems- Signal Heads and Luminaire Modification Details , Structure Installation Mountings ■ ES- 8 Signal , Lighting and Electrical Systems- Pull Box Details OVERHEAD SIGNS - LIGHTWEIGHT ■ ES- 3E Signal , Light1ng and Electrical Systems- Signal Heads and ❑ ES- 9A Signal , Light1ng and Electrical Systems- Cantilever Flashing ❑ S14A Overhead Signs- Lightweight Balanced- Single Steel Post Mountings Beacon, Types 9, 9A, 913 Connection and Mounting Details ■ ES- 4A Signal , Lighting and Electrical Systems- Controller Cabinet ❑ ES-913 Signal , Lighting and Electrical Systems- Cantilever Flashing ❑ S14B Overhead Signs- Lightweight Balanced- Single Steel Post Details Beacon, Types 9, 9A, 913 Details ■ ES- 48 Signal , Lighting and Electrical Systems- Controller Cabinet ■ ES- 10 Signal , Lighting and Electrlcal Systems- Isolux Diagrams El S15 S15 Overhead Signs- Lightweight, Type A, Connection Details ■ ES- 11 Signal , Lighting and Electrical Systems- Foundation ❑ S16 Overhead Signs- Lightweight, Type B, Connection Details ■ ES- 4C Signal , Lighting and Electrical Systems- Controller Cabinet Installations Details El ES- 12 Signal , Lighting and Electrical Systems- Pedestrian E] S17 Overhead Signs- Lightweight , Type C, Connection Details L1 ES- 41D Irrigation Controller Enclosure Cabinet Undercrossing Fluorescent Lighting Fixture ❑ S18A Overhead Signs- Lightweight , Sign Panel Mounting Details , ❑ ES- 4E Signal , Lighting and Electrical Systems- Telephone Demarcation ■ ES- 13 Signal , Lighting and Electrical Systems- Splicing Details Laminated Panels- Type A Cabinet Details ❑ ES- 14 Signal , Lighting and Electrical Systems- Wiring Detail ElS18B Overhead Signs- Lightweight, Light Fixture Mounting Details El ES- 41F Signal , Lighting and Electrical Systems- Teiephone Demarcation and Fuse Ratings ❑ S20A Overhead Signs- Lightweight Post Details Cabinet Details ❑ ES- 15 Signal , Lighting and Electrical Systems- Pedestrian ❑ S20B Overhead Signs- Lightweight Foundation ■ ES- 5A Signal , Lighting and Electrical Systems- Detectors Overcrossing Fluorescent Lighting Fixture ■ ES- 513 Signal , Lighting and Electrical Systems- Detectors ❑ ES- 27A Signal , Lighting and Electrical Systems- Extinguishable OVERHEAD SIGNS - BOX BEAM CLOSED TRUSS ALTERNATIVE ■ ES- 5C Signal , Lighting and Electrical Systems- Detectors Message Sign, 1 0 ' ' Letters ❑ S39 Overhead Signs- Box Beam, Closed Truss Foundation ❑ ES- 5D Signal , Lighting and Electrical Systems- Detectors ❑ ES- 27B Signal , Lighting and Electrical Systems- Extinguishable ❑ S40A Overhead Signs- Box Beam, Closed Truss, Two Post Type Frame ■ ES- 5E Signal , Lighting and Electrical Systems- Detectors Message Sign, 10' ' Letters Members ❑ ES- 28 Signal , Lighting and Electrical Systems- Extinguishable EIS40B Overhead Signs- Box Beam, Closed Truss, Single and Two Post El ES- 5F Signal , Lighting and Electrical Systems- Pedestrian Barricades s 9 Type General Frame Details ■ ES- 6A Signal and Lighting Standards- Type 1 Standards and Equipment Message Sign and Flashing Beacons ❑ S40C Overhead Signs- Box Beam, Closed Truss, Ribbed Sheet Metal Numbering SIGN ILLUMINATION Deta 1 Is ■ ES- 6AA Signal Standards- Push Button Post ❑ ES- 6B Lighting Standards- Types 15 , 21 and 22 El ES- 29 Sign Illumination- Mercury Sign Illumination Equipment ❑ S40D Overhead Signs- Box Beam, Closed Truss , Two Post Type Frame ❑ ES-30 Sign Illumination- 36 '' Fluorescent Sign Illumination Equipment Details ❑ ES- 6C Lighting Standards- 80 ' to 160 ' High Mast Light Pole, ElS40E Overhead Signs- Box Beam, Closed Truss, Two Post Type Frame Foundation Details ■ ES- 32A Sign Illumination- Sign Illumination Equipment Juncture Details ■ ES- 61D Lighting Standards- Types 30 and 31 , S I I p Base ■ ES- 32B Sign Illuminatlon- Sign Illumination Control ❑ S40F Overhead Signs- Box Beam, Closed Truss, Two Post Type Post ■ ES- 6DA Lighting Standards- Type 32 ❑ ES- 33 Sign Illuminatlon- Internally Illuminated Street Name Sign Details ■ ES- 6E Lighting Standards- Types 30 and 3 1 , S 1 1 p Base Plate Detail s N E W STANDARD PLANS ❑ S40G Overhead Signs- Box Beam, Closed Truss, Single Post Type ❑ ES- 61F Lighting Standards- 10 Degree Type Frame Members ❑ ES- 6H Lighting Standards- 10 Degree Type, Details El NSP A40 Rumble Strip Details ❑ S40H Overhead Signs- Box Beam, Closed Truss, Single Post Cantilever ❑ ES- 6J Signal and Lighting Standards- Case I Arm Loading, ❑ NSP A75D Concrete Headlight Glare Screen Frame Details Wind Velocity = 70 MPH , Arm Lengths 15 ' to 30 ' ❑ S401 Overhead Signs - Box Beam, Closed Truss , Single Post Cantilever • CANCELED Frame Juncture Dotal Is ❑ ES- 6K Signal and Lighting Standards- Case 2 Arm Load Ing, Wind Velocity = 70 MPH, Arm Lengths 20 ' to 30 ' ■ NSP T7 Construction Project Funding Identification Signs ❑ S40J Overhead Signs- Box Beam, Closed Truss, Single Post Cantilever ❑ ES- 6L Signal and Lighting Standards- Case 3 Arm Loading, Post Details ■ NSP T15 Traffic Control System for Moving Lane Closure on Wind Velocity = 70 MPH, Arm Lengths 15 ' to 45 ' Multilane Highways ❑ S40K Overhead Signs- Box Beam, Closed Truss, Single Post Butterfly El ES-61M Signal and Lighting Standards- Case 4 Arm Loading, - Frame verh Details ■ NSP T16 Traffic Control System for Moving Lane Closure on Wind Velocity = 70 MPH, Arm Lengths 25 ' to 45 ' Multilane Highways �N ❑ S40L Overhead Signs- Box Beam, Closed Truss, Single Post Butterfly ❑ ES- 6MA Signal and Lighting Standards- Case 5 Arm Loading. Frame Juncture Details El NSP T17 Traffic Control System for Moving Lane Closure on a� Wind Velocity = 70 MPH, Arm Lengths 50 ' to 55 ' Two Lane Highways No ❑ S40M Overhead Signs- Box Beam, Closed Truss , Single Post Butterfly ❑ ES- 6N Signal and Lighting Standards- Type 40-0- 80 Post Details ■ NSP A77GA Anchor Assembly ( Breakaway, Type M) - Hardware and Post ■ ES- 60 Signal and Lighting Standards- Case I Arm Loading, Details Wind Velocity = 80 MPH , Arm Lengths 25 ' to 30 ' ❑ NSP A90 Accessible Parking o0 OVERHEAD SIGNS - TUBULAR ~~ ElS40N Overhead Signs- Tubular, Instructions and Examples ■ ES-6P Signal and Lighting Standards- Case 2 Arm Loading, 00 Wind Velocity = 80 MPH, Arm Lengths 20 ' to 30 ' REVISED NEW STANDARD PLANS ❑ S40P Overhead Signs- Tubular, Single Post Type Layout and Pipe ■ ES- 6Q Signal and Lighting Standards- Case 3 Arm L-oading, ❑ RNSP A88 Curb Ramp Details LL� Selection Wind Velocity = 80 MPH, Arm Lengths 20 ' to 45 ' a o F- ❑ S40Q Overhead Signs- Tubular, Two Post Type Layout and Pipe ■ ES- 6R Signal and Lighting Standards- Case 4 Arm Loading, Sections Wind VeIoc1ty = 80 MPH Arm Lengths 25 ' to 45 ' A S B U I L T SHEET 2 O F 2 ❑ S40R Overhead Signs- TubuIar, Structural Frame Details No. 1 ■ ES- 6RA Signal and Lighting Standards- Case 5 Arm Loading, % NO CORRECTIONS THIS SHEET STANDARD PLANS LIST ❑ S40S Overhead Signs- Tubular, Structural Frame Details No. 2 Wind Velocity = 80 MPH, Arm Lengths 50 ' to 55 ' aY ( July, 1992 Edition ) ❑ S40T Overhead Signs- Tubular Foundation DetallsDATE COMPLETED y 3. 3 Vy Revised May 29, 1996 The Revised Standard Plans (RSP), New Standard Plans (NSP) and Revised New Standard Plans (RNSP) which apply to this contract are included as lndlvidual USERNAME _ > trpau I d CONTRACT NO. 08 - 281804 sheets of the project plans. The Standard Plan sheets applicable to this contract include, but are not limited to those indicated by a marked box. DGN FILE = > CESC-OF ] I sp2a psi i DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 08 SBd 15 , 66 5 . 0/5 . 51 6 92 9 . 67 .1 :0 .: 0 Q*VESS'44 REGISTERED CIVIL ENGI - x SAM S. OYAMA ? 8 - 26 - 96 No. 25266 PLANS APPROVAL DATE Exp. PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC. * 505 S. MAIN STREET, SUITE 900 �fgTF CIVIL oP�Q ORANGE, CA 92668 OF CFF The State of Colifornlo or Its officers or oQents shall not be responsible for the accuracy or completeness of electron7c copies of this plan suet. o w In j 0 W w to LA w a � o x w I— a 0 O r �o �O Lj m m �x 'p �`` •c LA W �0 6,6, J U 9 U w �0 6. Lf) o�x a w = n� U v U / \ 300_---- -- - - 290 ROUTE 15295 300 05 315 I— x - - - 05 0 [L ` - - - - 2 5 w 'A° LINE O 0 D 300 •g° LINE M vi 300 0. 1\ 0 305 A.,/ L - 3 _ OJ CC z 0 Q � C 0 x a. z cc Q F-- u. o z w cc LU .s Q SHEET Co;-,r,; c;,Or,s tics, L�AfE COt�4PLETED.---�""^ J Q KEY MAP AND LINE INDEX x o SCALE: 1 " = 200 ' a wc 8" " K - 1 �o r � cn FOR REDUCED PLANS 0 1 2 3'' ORIGINAL SCALE IS IN INCHES l CU 08206 EA 281801 F,n,,N ti OC-OE-92-PF (REV. 3/881 - __..------ DIST COUNTY ROUTE POST MILES SHEET TOTAL Q) TOTAL PROJECT NO. SHEETS X 5.1/5.5, (b 08 SBd 1566 9.7/10.0 L) J AQ) V A-, Qwr Q*VESSIoN4� g ' REGISTERED CIVIL ENGI x NOTES �<<,�� VSAM S. OYAMA w \ No. 25266 1 . FOR COMPLETE R/W AND ACCURATE ACCESS ° PLANS APPROVAL DATE DATA, SEE R/W RECORD MAPS AT DISTRICT .� " - * Exp,12-31-97 OFFICE. `G PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC, sf c1v1L p Q 505 S. MAIN STREET, SUITE 900 9TF OF CA�F��� 2. FOR ROUTE 66 ( FOOTHILL BOULEVARD ) , ORANGE, CA 92668 SEE C O N S T R U C T I 0 N DETAIL SHEETS. �� p The State of California or Its officers or agents stbll not be responsible I� �} for the accuracy"a completeness of electronic coples of fNS.,plon suet. r o CURVE DATA ho a'bLnca - x o w NO R D T L 8 p� ���p w ' .. V' lD 850. 00 ' 280 55 ' 59. 0• 21 9. 30 429. 23 X > S w a ` '� t!�' (ip O2 80. 00 29° 28 ' 00. 1 " 2 1 . 04 4 1 . 1 4 xLd ' o Q 3 84 . 00 ' 590 59 ' 46. 3 " 48. 49 87. ti 4� 0 98. 00 ' 37° 26 ' 21 . 8 ° 34 . 16 65. 75 C, ,c 2 W m F40 Q o o /qti B P, _ Z w P up v Q _J (n W Q W 2 u G v 4/ o x- - - iso . Ir a � . o 0 .7 0 Z m 2g9 + g2 • B9 o v, ........ _ . — _ L � ROUTE w I5° M 7 1 ` P03 3p0 N43° 38m 4� ^ E:. � N 299+ 82 . 89 C L E _. 1 N �2 X _ - Ld 30 w 9 z _ a 0 7 a �- Cl- x q 5 z p�T E 3 R 2 cc o0 u_ 290 O �^ F- g a . z _.._.-......... 2 ' q AREA W 8 M1 SC BC' 296 +82 96 ( ST 70. 00 00 ) 7 _..._.. ._ __ ' __o _ _ REMOV292A.SE 98©TO�STAG3NG+ _ oc r i vI _. '1 6TYPE 3 :: _. . 295 7 CL uj 290 ........,..._L... °...3.9 � � _ 4.0. — w— ....:::. },: s r� _— a a BEGIN �; L„ 1717 Z — _ CORRECTIONS AC DIKE ( TYPE A') . .. , � ...... .I . .. ... T- ... .. Tr p O EiF,D C> JOIN EXIST PVMT i = o ¢ ul - ►+- D' Yl �;,.. �. .. {ISI ':..: : /. / � .:.. 7 I ' RT " ROUTE 15 " 290+00 = 292 + 70� 98 w a c� r /9 Q µ 288 + 58. 62 .. A 290 + 00 P N o I a w x o `` EXIST OFF - RAMP BEG �n LAYOUT `Y�l " - w x J I" o EXIST R/W L9 " A 298 75 : RECONSTRUCT SCALE I 50 ' _..._ � W X Y W � ' W _ z — z o = lu colu o z RECONSTRUCTfON.. FENCE T _ Y W b� a Z z N l + J01N EXIST FENCE FENCE �; v p w v o w � o < i �1 (n c? ( TYPE CL - 6 ) W < m Q —J CO N W a L 1 J FOR REDUCED PLANS 0 1 2 3 FORM OC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES ''.. CU 08206 EA 281801 DISTCOUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS : .11 1 15.66 5.5, �� 08 SBd ii . NOTES �� q GLir�c OFESSIO =1 . FOR COMPLETE R/W NAND : ACCURATE ACCESS �Cti S� REGISTERED CIVIL ENCI �o eft �q� ' r A, SEE R/W RECORD MAPS AT, D I STR;i CT it , �� �� x1. .1 IOFFICE: �/� SS ; SAM S. oYAMA it, w �„- --_�,,r� _� Ft�j No. 25266 NE:. ,. g. 2. F.O. R ROUTE 6.6 ( FOOTH I tL BOULEVARD) ,-` �" PLANS APPROVAL DATE • C' L\ SEE CONSTRUCTION DETA 1 L SHEETS � SJ' � * Exp.12-31-97 - " .� .1 I \'� ; I , RT RTE 15 q LAS, INC. -fq CMD �Q rn , ,!I. -_..... .11" 309 + 1 9.-8 i r ,�' PARSONS BRIANCNERSOFREOUADE &UDOUG ITE 900 rF o `Foy 4 �'�� ' `JO I N . ETWo, ORANGE, CA 92668 11 11 i . :1114� 1. o9xS ORA F CA � rn / / : % �`� The State of California or Its officers or agents shall not be responsible �p / d M for the accuracy or completeness of electronic copies of tNs plan suet. t` �.. + , k �. V / Q '. o: ::i, :. .: �` '\ ` , FOR APPROACH SLAB \� ��' � Q' i. 1. z N `. SEE STRUCT.UR,E''� PLA S `< ° C % - byP r . . `�\ ' I . 1. 1. '11- I1.LL] � i .% 1 . .� Q`O P� s o P cn I .It 1. U (� " u �D �� s. .it p w t q a .. WQ w ° w 0z Q f : ^) 4� + P `n w ,. ` j �n w EXIST R/W o ,.l rn cc> - z REMOVE � : Li a1. - . - jI. w. CURB %it. .1.1.1. TYPE 3 ,� x1.1. Ln /.: ;:u� VvA f K .;. AG ,+ �- , LIA1NIN,G.:. - R +; >= F EMQVE WALL B / . • & RADE v G 5 a � ,`:% , ^� . A2 8 T :t - o �) , ,. / 0 Q A N , . D 1. M11, IIt. + 27 : I N u� / �,1, CURB C;'306 - zo, , ° IN AC DI c ; il�c �r� � 1 u cv 7 7 7 0 2 T .. A2 - 8 CURB _----Q Q... . - TYPE. I_ ,,' �; "Illv RTE 15 � . 1. r. - - - + � I _ o > y . . ...___ _ W m 3 .- _. m y . It- - _ _ .;� _ q ;,, , BRI I N_LNG - - - _ _ _ � _ _ _ �. �_ _ ai DQE W D - - - - 0 .. : a ot. T J w w /= 111..1 32 I 43. 56 RTE.....b611 D z Y ° SEPAR ION ... . u " R E 66.:, 3 is :k90. 86 L - 07 +..97. _.. �° .._ ...... .11.1.1 -:. _ r BR .NO.._....5 2RLc) J cn w v 1.111.. q g2 ::,. A 3 06 .......... .. 8 ..... aw = �' T " O 1 ......1- .1 .1 - - .1 - - _._ 3.- __ _ 1111..-- - -4 )... 3 . 5. ° 7 UD o v `T 3 5 ::ROUTE :: 66 6 --. L .I NE 66 n� -- -1111.. 7 -2 �- 6 589 55 08 E _, ,. , _ -- . ( F00THILL BLVD ) , _ w _ _ _ __ _ _ __ _ _ --.1 .1 .1.1 _ . 4'I BC - - 4 -.-CABLE ANCHOR ASSEM.B.LY o - �n .. .._ .11 I . `^� / `. B 2 9 5 + _ _ -1 --......... .-. .. . - _... > 42 . 5' RTE .66 3 19 4 56 - . BREAI AWA=Y=T-yPE=M -i-- - M v _ ,54 . 5 ' RT . .RTE ,C6 " 31 7 + 40. 6 ' - ... . - BEG.L.N TAPER : 1 . __ - - - - - - - - - - 3T. - -._ - _ 1. ... ::::- r ' � feu , F- 1111 �. r ND L IE 11 'i � � ��'11 , t........It.............. . .............. -:........--... - l -11%.-...1.11, -1-1--.-...111.11, it ,.ir , " 0 TY E' G 6 ;fENGE. :: - u u 1111-.: .:' \ `77� VUr'.Z 1111 `^ cn A2 - $ CURBti , ' RTE 15 O. 93 I RT +'I: 6 END AC DIKE / ~ � I .1 .. w SIDEWALK K' 303 8;.:68 2 ' > S DEW L ,, , , + TYPE/I F I oI. , 94 + 52 TYP 4' z m isI 1- BEGIN; AC DIKEit � ;' TYPE: E , „ A ' 320+ 90 ENDit, + C (30 ��'. E 6+54 76 0 rvi 38. 81 I x Revised 9/29/97 Q i 0. 20 ;_ AC ' RECONSTRU.CT I ON <' 'L1q� M. I_SC AREA l FENCE (TYPE CL - rT ) �.. �� + 'i � : 88 i / SEE STRUCTURE PLANS : � 11 ENQ�c -iKE TYPE . ' t oo CURVE DATA FI I 62.`,5 MBGR PEE + S FOR APPROACH SLAB BE GI 1�1 C DIKE--T Y SyF� 2. ( TY.PE I FLARE ) e�Gl.N jAMp_ . T� NO R T L �� `S� CABLE ANCHOR ASSEMBL`,Y . RMjNj ° � 91 .11 I BREA;KAWA.�` ' TYPE A / t x OI 850. 00 28 55 59. 0 2 19. 30 429. 23 o 'r .J'O 0BL I TE.RATE ':{ RAMPI `�' ENp AC D L E 2. I :. ° . 2 ,_ / 0 250. 00 78 30 46. 3 04 . 30 342. 57 a x SHLD . & PVMT' FROM SEG 1 KE TY C F / 2 11- O� LT. OF STA 300 + 00 350' DOUBLE THRIE �' it C:) O3 235. 02 78° 30 ' 46. 3 ' 192. 06 322. 04 x a TO RTE - 66 EAM BARRIER STD " `��. // CIO . y A78A �; ... O4 31 . 00 89° 42 ' 42 . 1 ' 30. 84 48. 54 6 R/W %" L I N ' Q ,� O5 1 04 . 00 47° 44 ' 33. 4 ' 46. 02 86. 66 i o CABLE ANCHOR ASSEMBLY ,n / ,' `' © 3000. 00 4° 48 ' 47. 5 " 126. 08 252. 02 �- -L� z I CT v REAI�AWAY I-YP - , z - + r 4 ° 52 ' 9. 8 " . 64 175. 18 Lu ;111 .1 /, - . O7 2061 25 87 m [ :I> I-- ° 2 : _ "' 1 50. 0 308° 45 ' 23. 8 " 808 . 32 ° ...I... N 1111 �. % a 1 �'YP E. 3 8 W v . . o v CL -6 FENCE TYPE ENC 11 \ .. a _ X z _ _ 11 1. r _ _ X .11 1 I. 0-� ..� �' .� . + J 11 I _ _ a �., .. Q 1 d 4 t ? _ , .�...... .. r, [p] 11.11...-.. + -',. - P'l U U V1 h" - LL/�� i -- '/ ,L Lt n 3O2 35 N it CORRECTIONS By� / -/ x O �-'' END AC 1-° ) LAYOUT p DATE COf4PLETED_ -- �' * ( TYPEF I , 50 '- SCALE - ._ _ a N N�. 11 ON c lfl 4 C9^ L - 2 o' �� �' aD FOR REDUCED PLANS o I 2 3 ORIGINAL SCALE IS IN INCHES i i I I I I I CU 0$206 EA 281801 ,--:-., , 11 , .ter_rty_oc rDCv 8/AAI -. . - --i--- ...... ...... ....... POST MILES SHEET� TOTAL T...... ROUTE TOTAL PROJECT NO. SHEETS ................... DIST COUNTY . . ............................................ ...... ........ t ....... RTE 15 5.0/5.5...... SBd 15,66 fit...... ......... 08 1-........Z... ......TZ� Z Z 4. ....... RTE 66 9. 0 ............................ ......... ........... .......... ...................... .......... ...... ...... t.......... .......... ......f .......... 4� F 1 ................. .............. .................. ....... ...... ......................... ...... ...........i : 1.z... ............ ......... 1 7 1 r............ .............. �WESS/44� ... ........ ...... REGISTERED C IL LNGI ................ IV...................... ...... ......f ........... ..................... . .......... ............ ...... ............. it.................. . . . . . . . . . . .............. ...... . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SAM S. 0 x ......... ................ ............ ....... ......... ........ ....... ....................................... ...... ......... �0 ...... . . . . . . . . . . . . . . . . . . . . 25266 .......... 0— ...... ................. 0 RT R....................... . . . . . . PLANS APPROVAL DATE if....... T ...... . . . . . . . . . . ...... -31-97 p.12 fEx T . . . ............... ...... ..........N. ......... it........ ...... PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC. ...... CIVIL f ................ . . . . . . . . . . . 505 S. MAIN STREET, SUITE 900 ............ .:. i_;...:... ,i,� . ... .... 1-1 1-1-111"", i i :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ . . . . . od ORANGE, CA 92668 ........... ................ ........ ........... ...................... . . . . . . . . . . .T E5 .. ............ 7 ..................... -nld or ItS :offlcers or ogents sholl nOt be respoosIble....... tTte Stote Of Collrot...... ...... + I 0% ;. ;--4.,1-,;-i. ;. -,1. - -i. I.I I I I I I f I 1 4 Z. 4...... .......O'l . . I � I I : . . . , I . I . . I I)a a. . . . . . for r cd if+ I 0% tn . . . . . ow.c. cop . . . . . . .................................... 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M ., 1111_. _- - - O • �n O ° �n a N + � ' + N + cv N N: N N' " RTE 15/66 SEPARATION 1 1 90 rn o o _ 6 y BR f DGE N . _ � rn 1111 0 59 22R 1 190 co: O..,co ca o,. ._ . , w. _. .....,,. ., ....,. .;1111.. > N . OC _ : : : : _ N N CV.. ; Q • 1111. NI N . ....,..,.. 1111,. .,,_,... ............. �, ., ..,.., __11.11.. -, � ',, r. Ern 0 L O �iw 1 t Lu1. 1. 1. _. . .1111: r U s M N... 6� N, r 110 SHEET i NO CORHEC NS THIS ..1..1..11 . ....1.1.... ....., .1..1..1..1... .......,..,-, ......_ .,...,..,. ..1.....111 11..1..1..... .. ., _ ............. „ 1111,. ..,..,... ..., ........... i........ _....... r�,�.T,.., ..,. ....I.......... aI. SPL f NE t �r i : gv ZI _ � �j J0 I 'N X I IST 4 • 5 RT : : - 1 . 2 , . . .. : ..... _ ......... ....... .... ...... ........ ...:., E . . . ... .. 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I - I L IOQ VERTICAL = 10 , w 1 x�� I - � � , I— . . . ,, � I I ----------"- - - _ 315 + 00-- -- 3 9 +00 _ 296 + 00--- - 300 + 00 - - 305_+ 00 1111 3 I 0 +00 -- �, --r - - - _.__.._ - _- - - - .-"_11.'11 --_ _. _ --""- --1111.._.-- ---- ----- - - � I ,: - - - - __ 1111 --- - I'q - - -- - - - - - - - -- --- 9 9 5 _- - -��- -- -_---- --- - --- - - -- (7 _ ..----- - - -- - --� 1.11.1. _.-- - - . � G -. 1mr°. -- - h - � - 239 850 - -- - -- - I I'll FOR CES A o I �' C HORIZONTAL r _ ' �ORR4 D'_'-OF..-91-PF (REV. 3/881 GINAL SCALE IS IN INCHES 1 1 I ® SCALE: n _ i - � _ VERTICAL =10 CU 08206 EA 281801 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECTI NO. SHEETS 08 SBd 15,66 9.7i10.0 NOTEL O Quo QROFEssioN4 I . ALL OFFSETS ARE FROM LINE " 66 ' UNLESS F� REGISTERED CIVIL ENGIf�' x OTHERWISE NOTED. SAM S. oYAMA ? 2. TC AND FL ELEVATIONS ARE AT EVEN ANDc No. 25266 HALF STATIONS UNLESS OTHERWISE NOTED. PLANS APPROVAL DATE Exp.12-31-97 3. ADD 1200 ' TO ELEVATIONS SHOWN. PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC. J ' CIVIL Q 505 S. MAIN STREET, SUITE 900 9TF OF CALF ORANGE, CA 92668 The State of Collfornio or its officers or agents shall not be responsible for the occurocy or completeness of electronic copies of tlYs plan sheet. r` A I�- 0 w m ow w m v) w 5 F-- w a m ❑ x W F- a 0 ❑ ' } - TYPE 2 Wm m x I- w a ❑ o , , JW W Z Ln DZ Y O — + U (D U Ln O J (n W + Q W = UD UO — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — + COLD PLANE - cv M o v M TYPE I ( AC pP MAX ) TYPE I M Q F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w x - - - ; 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� S89° 55 ' 08 ' E ROUTE 66 9 ( FOOTHILL BOULEVARD ) 310 L I NE ' 66 '" _ vi 0. `n cn a' TYPE I v - --- -- w o — N +' COLD PLANE TYPE I CO V' z m AC PVMT cv on u, 0 - - - - - - - - -- ( . 101 MAX ) + _ V) -� U W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v F— V x w TYPE 2 h;dl oZ ' o + 48. 5Rt 31 0+ 62. 36 0 _ z Type " A " Pavement 2 �I IF- 2 at EP 27 LF M B G R 0 0 x a z ANCHOR ASSEMBLY a ( TYPE 8 FLARE ) IRRIGATION CROSSOVERS Z U_ 2 ' — C)l CONDUIT SIZE INVERT F- LOCATION SIDE 8N BIT CTD _ W CSP ( 0. 064 " ELEV _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ LINE STATION Rt Lt TH I CK ) ( LOWER END ) - - - - - - - - - - - - - - - - - - - ._ - - - - _ _ - - oc LF a W " A " 297 + 50 X X 40 1 201 . 8 - Condu 1 t " A " 307 + 00 X X 60 Waterline i ne Crossover ( NIC ) A� S � L Y 1 1 99. 8 Z)l 297 +00 X X 50 1 1 98. 1 CORRECTIONS Dv_ 21- a � �� Compacted or � Dr�T>= CCr�sF�LErEo Z Undisturbed Soil C> Plywood Bulkhead a 30 LB ASPHALT SATURATED FOOTHILL BOULEVARD u. LEGEND GALVANIZED WIRE AND RAMP A - IRRIGATION CROSSOVER x C) NIC NOT IN CONTRACT CONSTRUCTION DETAILS NOTE a SCALES I " = 20 ' oN 1 . CONDUIT LENGTH I S APPROXI MATE. AND MAY BE ADJUSTED IRRIGATION CROSSOVER IN THE FIELD DEPENDENT ON FINISHED SLOPES. � SECTION - 1 OU �w114 a� FOR REDUCED PLANS 0 1 2 3 ORIGINAL SCALE IS IN INCHES I CU 08206 EA 281801 FORM ('E:-OF-92-PF (REV. 3/88) _ / POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS SBd 15,66 08 IV REGISTERED C IL ENGINaX 1 Uzi.x SAM S. OYAPLANS APPROVAL DATE 505 S. MAIN STREET, SUITE 900 ORANGE, CA 92668 F./ The State of Callfornlo or Its offIcers or agents sholl not be responstble for the accuracy or completen�ess of electronIc coples of fl-is plan steet. Ln ANCHOR� � 3 PGSTS TO PARAPET oi FZ CABLE ANCHOR ." RECONSTRUCT ASSEMBLY BREAKAWAY: Ld x ASSEMBLY BREAKAWAY TYPE rV ky Uj TE W IV IV .......... .............. ... TYPE < 1 E—y Ln AC PVMT U-) + Ln co� ` ` x - CL FENCE :2 TYPE I COLD PLANE ....... TYPE I REMOVE MEDIAN AC PVMT BARRIER TYPE 50 C-0 7r NRTE 66 " 312 + 93 AC cc x cc CHANNEL CURB AC OVEaSiDL DRAIN L = 4i , CASE 76 BACKFILL EPDXY RAMP REIN BOND Lu CONCRETE EX IST BOX .,SEE �SkIDGE PLANS Lu SECTION A - A ( No Scale ) CORRECT U- FOOTHILL BOULEVARD LL_ SCALE I " = 20 CONCRETE BARRIER ' x - POST MILES SHEET TOTAL � : : . . . : .� : i . . ,: ; .. .. I '.".. ... DIST COUNTY ROUTE TOTAL PR JECTNO. SHEETS . i . . _ I . 1 . ., ; .1 . . : i : : . : ,. :: : q ,... � ... ; .1 ". ... . . 5,OJ5.5 . � , . . . . . .. � i � i � � . .. . ; : I . NOTE, � . : !� I _: : p ,. �..! � ... ...� , ". , : _.: . .1 . �. . III 92- . . .. . . : : : 1 - - .. .. .. .. 08 SBd 15,66 . . , ;L . 113i. -il 1 .- 9.6/10.b _.� .. . ,. .. . .. .. . .. ,. . . ; ,. .. .. EX I .ST 1 Nt - ROUTE f 5/i65� SEPARkTION .. ... .... ....I. ,. . . . : : I . . : . ;SEPARATION � SHOWN : . ...: p BRIDGE :NO. 54 - 922;� R�L NOT :' . .. .. . . . �: : . . : � I .. 1. .. I . '. 1. ..� :1� .. � �. ., 1�. �.. . ...., % I p . : : . ; . .. : , :: .: . .. : . . . .1 .. ��' :::,;!!: 'T . .. % � 1. , I i ! .. :SEE I : .. ,:::: .1 ,. . .. I. -!5=---- . I . . . I __!� .. � i. ... ., . . . ON : THiS .-SHEET: . STRUCTURE PLANS . .. : ., .. .. � . , . . , % . .. ., . i r . . : . : I �, 1. . ,. ., .. . .d .4 �*VESS/O/v : . . .......I I . . b . I . . : STRUCTURE. . I , . I . . . . . , 4� � , , REGISTERED CIVIL ENGI . !":.... ., ., . .... Z .1 ... x I , ... .- . . �� SAM S. OYAM . ...":.......... .. . . " . 1. . I � , , ,. . I .1 I � , 3'0. .1 ..... ,... ,... � � -2-G-96 � �. . S - 25266 No,I . ,. � . . . . PLANS APPROVAL DATE . : . .:. � . ,. . I ; : � : .� I .1 . . . % ; . I .1 1 I . . . I .. * -31-9 * -_ : � I . . . .: : : � ,.,. .� ,., x . I . .. ,. ... . . Exp.12 7 � .. ; . ... m : .. , ; I I . . .1 .. I I ... ,... Z .� I .. I , ... .... . . _.. � . . .. . I I 1. .: . . '. � .. . I .. ....... PARSONS BRINCKERHOFF OUADE & DOUGLAS, INC I I - _ . %.,�.. ii : - � : / m ; .; � ,." : � � i .. � �i : I 0. . " '. .1. . ... " 1 ......... CIVIL 11�_ I . . . ,. : .: � . . ; . . � . . ,. ,. .. .. .. -1 ' '. . F .. - :: , / '. X\ I I . . � ,: 1� . .. ... . I . B R�...JS I ..... � i %. : . . . ,� . .: : �� rl,��. . . / 505 S. MAIN STREET, SUITE 900 ,. % � .. . : � .. " .. � .� ; , 1 . ., I I .. . .. , ( �. . : - . - : . : ,. I I I . . I., . - ., . , . �.... : .� , I ,- : . � � OF cP \F � I �::, ,. . .- . . . �1� ; .,. �,. . '. ... . ... .. . . ... .... ORANGF, CA 92668 ;. . . . . I . ,. I I I ,. ... , : .. .� I . . �,, : I.. � ,. ... 1, : . . ,. , .� I I , I . . . :1.1. I . .. : I . i I—. , 1 I � I . . , � � : . (I , i., ,: ,. I ; . I .. , - : : . � . . .. .. .1, . %. . . : . . � .. . : ,� : : . ,-vi : ,.. ; � .:. .. . .I �1' I. .. ,. : - i. ��:; The- State Of Collfornla or Its officers or agents shall not be responsible . i . I � I .. �. 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Ln ...... ..... .............. 37_1+43.5(o RTE . ............._ TYPE 1 0. 2 ' AC ....... ................ ............... .................. .................. ....... ........ --\ CROSSWALK ..... (M ............. ...... .......... .............. ........ _.15( . ............ ...... ...... ....... ... ...... ....... 4��?X'�,07+9 7 0 t, ... ...................... ..... ....... ...... R = 7 ' 0 120 TYPEI ....... ....... .. .... .............................. ... ....... ......... ................... ...... ...................................................................................................................... ................ ...... ............... ...... _.... 1___ — — — — — — — — — — — — — — — — — — — — — — — — -- - - —./ — — — — — — 325 -T 3 4 6 T cr) .... .. ... - - - - ( FOOTHILL BOULEVARD ) ... ....... ... !1)04 ... ... A LINE ' 66 " S89055 ' 081E ROU' -E 66 ..... .................. .... .. 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DETAIL \...... ............ . ..... ................ ........ ................ .................. ............ .......... ....... + .. ............... .................. ... ........ ...................... ...... A Ln + ........... ...... . .. .... ......... .. .......... ............................ ... ......... ............ ............... ... ... ......................... ... .. .... �o ...... .... ..... IN ...... ........ ............ ....... D A .............................................. .......... ............. . .... ... ........ ... ............................ ................. .. .. .. ..................... .. x ..... ...... + A + 4 .. . ... L : '... . . WA TYPE ..... = 311 -.- - -- - - - - - - - - - - - - - - - -- -_ - - - - - - - - - - - - - - - - - - - ...... ... .. . x ...... R = 5 ................. .......... . . N A N: 3- 6. 6 ............. ........ A ' ...... 4: 36 ...... + C> + 23 �7_ SIDE: 0 ............ ...... ...... �AK ALK 12 A " + 14 . CURB RAMP 1201.4 x x A2 - 8 (CASE.._.Q., ..................... CURB 2 0;11.2 cc x �r 7 0 1201°2 CURB x x RAMP ........ C> ... ... ............ ; . : I : : . r ............... (CASE �.B) .............. 4' 4 Lu 12 Lli ............. ..... ....... A S 3 Lu _j _F 0 ............ DDI F_ 3 C)to +�64.7 . ........... x ...... .. .. ........ _. .......... CONSTRUCTION DETAILS x ! I i .... ...... C�l U- FOOTHILL BOULEVARD LL_ x ...... SCALE IN = 20 ' UA C) 0-. 0 A) 7r TYPEO + + -rA + 2; " A131 � y4 to 00 B EZ I N _k—AX—M—p TERMINI I C - FOR REDUCED PLANS 0 1 2 3 )7CU 08206 281801 ORIGINAL SCALE IS IN INCHES I I I I I I I I rrawi nr-1"'P-q2-PF (RFV- 3/88) —------- DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS C ) A or B 08 SBd 15 66 5 . 0/5 . 5 , 16 92 Retaining curb if 9. 6/.10 5' necessary at edge 10% Max at curb of sidewalk �oFEss �o REG STER I V I E GI EER �a e Nq X F 8.33% Max q x See Note 8 8 - 26 - 96 M. A. LAZARus Z PLANS APPROVAL DATE No. C43526 A Crosswalk a x ' x Front � Exp. 6-30-96 See Note 8 q = 8.33% � See Note 8 _ edge of sl-qCIVIL \P + idewalk OF CAL IF� Max x s F v N 4NOTES 4' Min 107 Max at curb 2% Max X 1. If distance from curb to back of sidewalk is �T o too short to accommodate ramp and 4' platform 0 q' N` Planting as in Case A, the sidewalk may be depressed r 0 area longitudinally as in Case B or C or may be w ED - widened as in Case D. 4' Min See Note 9 at curb A or B 2. If sidewalk is less than 6' wide, the full width 0 w' C 10% Max See Note 9 `n v of the sidewalk shall be depressed as shown in w Planting area w' a 0' or greater CASE C Case C. p w CASE F 3. When ramp is located in center of curb return, X Crosswalk Use when sidewalk is less than 6' wide See Note 4 crosswalk configuration must be similar to that a CASE A shown for Case E to accommodate wheelchairs. 0 See Note 9 4. For Cases F and G, the longitudinal portion of the sidewalk may need to be depressed as >- } A o r B shown in Case B. om (" m w �-- 0 Retaining curb 1f 4' 5. If located on a curve the sides of the ramp a w 0 4 need not be parallel, but the minimum width of _J z w necessary at edge A or B the ramp shall be 4'. - of sidewalk a w = 6. Transitions from romps to walks, gutters, or 0 U C streets shall be flush and free of abrupt :2 x x changes. X 8.33% _ X ZT 0 o C Front edge of o Max 12 5 sidewalk 7. Sidewalk and ramp thickness, "T", shall be 31/2". See Note 8 c N c�, See Note 8 x o N _ 8. The ramp shall have a 12" wide border with o ° ° 0 0 0 1/4" grooves approximately )14" on center. See w Cl) a See Note 8 °° ° ° ° ° ° ° ° ° ° ° ° grooving detail. o 0 0 9. Curb ramps that have a romp slope equal to x u 000° r�n �0°0°o Front edge Of (D w o°o° � �o°o°o sidewalk U 4 or flatter than 6.67% shall hove a detectable 0 0 0 0 0 0 warning surface that extends the full width U o 0 0 0 0 0 C) J and depth of the ramp. The detectable warning w m 10% xX - Ir, x Max at n o Typical detectable warning surface 10% Max rn a surface shall consist of raised truncated a curb Front edge of on ramp (warning A� at curb oO domes (see details this sheet ). surface not required 'rU sidewalk 10. When detectable warning surface is not required when ramp slope on a curb ramp, the concrete finish of the exceeds 6.67% CASE D 10% Max ramp shall have a transverse broomed surface see note 9) at curb A or B See Note 9 texture rougher than the surrounding sidewalk. A or B See Note 9 I I. Rom side I CASE G maximum e sope varies uniformly from a Of up to 10% at curb to conform See Note 4 with longitudinal sidewalk slope adjacent to CASE B top of the ramp, except in Case C. 12. Utility pull boxes, manholes, vaults and all o Top of romp 4' Min See Note 8 Removal and replacement Limit of pay other utility facilities within the boundaries of the curb ramp will be relocated by o thers x = Rounded n at contractor's option 4' Min unless otherwise shown Rounded prior to, or in conjunction with, curb ramp '— 27 Max T �� on project plans , - T - - - - - - - - - - - - - - - - - - - - - - - - - - - --� construction. 0 8.33% Max x ( - _ ' 13. Maximum slopes of adjoining gutters, the road Ln Z SECTION A - A 'c��1 � - - - _ �J T surface immediately adjacent to the curb ramp � ��,��. b00000 DETAIL H and accessible routes of travel to the curb Ln a o+ See Note 9 U) 0 0 0 0 Existing curb and sidewolk romp shall not exceed 5 percent within 4 feet a Top of romp Retaining curb o 0 0 0 c� 4 Min L of the top or bottom of the curb ramp. . 2. �5" o 0 0 Rounded if necessary p + L "�* 0 0 0 o r - '1 Planting , o U J-�2. 35 o- _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S, 3� 14 . Detectable warnln surface ,area Approxlmatel 9 at the opt1on of y 74 the contractor, shall be constructed by "°° r cast- in- place or stamped method or. consist N a 2/.8.337 Max MOX T �r'-' RAISED TRUNCATED 1 /4 of a prefabricated surface. The prefabricated DOME PATTERN surface sha I I conform to the requirements SECTION 8 _ B 10% Max o + + p in the special provisions . o o at curb �� LLJ Depress entire sidewalk as required0. 450.20I/4„ " ---�{ " Retaining curb Crosswalk 0 9W s GROOVING DETAIL Cl- X o if necessary CASE E , CONSTRUCTION DETAILS !•— ,' i- - — - - - - - — — - - — - - - — - — — — — - - - — - - - - jp"� `('''.�� R 1I pp i JA i...r i...�' 1 A,.�. k 27 Max I RAISED TRUNCATED DOME ( CURB RAMP CORTHIS SHEET fO NO CORRECTIONS DETECTABLE WARNING SURFACE ', ^ ' ' SECTION C - C 14 �Y NO SCALE — O ' � Sae Note DATE COMPLETED L C®r 5 a o 0 FOR REDUCED PLANS 0 1 2 3 USERNAME = > eric ORIGINAL SCALE 1S IN INrHFS I C( i'i !7 F A ! R . .. ,. ._ � i � , 7 Ei o n i POST MIL SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 5.1/5.5, 08 SBd 15,66 9.7/10.0 120" S101/4Z ...... REGISTERED CIVIL ENGI SAM S CYAM 4 ......... No. 25266 PLANS APPRO VAL DATE E 12-31-97 xp. PARSONS BRINCKERHOFF OUADE & D GLAS, INC. sT CIVIL N 505 S. MAIN STREET, SUITE 90 OF C� ORANGE, CA 92668 NOTE: FOR PROPOSED WATERLINEnn The State of Callfornlo or its officers or ogents shGll not be responsible CONTACT C U C A M O N G A WATER DISTRICT plan-sheet. for t/4 accuracy or completeness of c0ples�'of hys .......... RANCHO CUCAMONGA TEL-909-987-2591 rn ........... Ljj lxx U) > o Ld 61 Ld LLJ a re 0 ....... LLI o 0 Fp < ............ 0 0 0 LJ CQ CO iti < r -i Lli ILL] ...... 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UTILITY & ................. ............... ....................... x C> ............. ... ...... ........ ........ CONTOUR GRADING ......................... ................. ........... ................... SCALES 1 0 = 501 ............... E'l:T N G \= V FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I CU 08206 EA 281801 POST MILES SHEET TOTAL DIST COUNTY ROUTETOTAL PROJECT NO. SHEETS .1-1.1-1-...�...-..........-...� '.I 1. .1 .... ...:. ":. -.0 -- - , :.� 1 .. . .4'. .."'.....'..... ... . .. ...� ,... -........�.-.".. ,. ...,.. .".. ... 15,66 5.1/5.5, - 08 SBd 18 � l2-j 9.T/10.0 .... . . : . . . . . I . ... . , , , ' '. . . .....- ,=rd!51��-�� �0ESS'44� -�,I I - . --- �....... ....... ----...........�.�:.::::..........I....... ... ... .. .... 1: �, � .- ,� ,..,%. i I 1 .. -1- .... .. . . 1 I . .. I. . r:>- .. .. ." 0:. ...., -I -' . "," .. ..., ,.:: ... ............ �.:-�.�i������. ...�.... '. .. � .. �...� . . r) . ... ,. .. I . NGIN6`� ..I .. , .. . . .. , ... d �. ., . ......-...�.................... /,� � . . 1. ,. REGISTERED CIVIL E <� - I - � ** * � . , v zp, .. .1.1 . �. .. 1. , ." .... .1 .,I ,. :�- ... : , ;, .. .. � , ... . F, .." , . . . ." .- .1 ...I ,.. ,. ... . � - : I . .. -.,r -. ... ... . 1�i/ �. .. . " . . � . . , . .� - ., ,- ." .. , I,, I . - ---.-.....�....--...�....I......-.............. . . . ... .. .� d .. . ... .. s '. .. .... 1�� ��,��- >4 N �� SAM S. -��.�� !:;!� .". ,�,,�,:� ; ......- .............-...-.1 -......--- . .. .. . . � �0 . . . . ... . . / , .. .. .. , � . - . .. "I . 1 .. � , . .� : . .. � --� --�. ��'. . ,f� ........� . .. � ,. , . . C r� 1, .. . .. . . . I .. : . ,. I . NO. 5266 , - , , . . . - ., . . I. . ... ., .. ... . . . . . l .. .... PLANS APPROVAL DATE �,-�: � � -...........�..........----.....�........ 11 1. . / -.::� .1111; . � ,. -K " .- - I .. .....- . . I : .:.... ,. .. . ... " * .., .. . , . . . - :� .�.� ..,. .. 12-31-97 * . I . 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D:RAIN o S Ldm m a � o J W W :D U U U J (n W Q W S UD U F- ......_ _ a LA .............. > o z m ca r, . . ^_ _-- w o _ _.300 1 _ _— _ cn 0 z 0 8 Rp�T E 5 z . ►- 6 O a F— oco 2 TYPE . N J p5 _ q x N - 3 z _ .._ 12 x:20 ° DOWNDRA I N „ a -_ i 2 o� - -- 8 ' T ANSIT:ION CHANNEL LINING ►� 290 F-- 9 -I z a „ I: NE ME 7 ........... A - 2 .. a2 W ....._........ .. - 290 _......_.G .. ...... 0 F F w I' 4 `a l2 C> �. - GRADE TO -pRA IN i cii!�f cD Z .... R z ,^ ON x o �` 6 a 294 + 40 w. o orn .......... �J MODIFY EXISTING INLET _ __ _ 0 mJ `�� `° � DRAINAGE PLAN o W AND REMOVE EXIST � wp— 270 '. CHANNEL LINING SCALEx I ° = 50 ' a� a GUTTER DEPRESSION z m N FOR DETAIL SEE SHEET D - 5 N s co FL GRATE 1204 . 80 �' 'n D ' 1 FOR REDUCED PLANS o 1 2 3 ORIGINAL SCALE IS IN INCHES CU 08206 EA 281801 I . I---- --, � -------,------ , ---- I � POST MILES SHEET TOTAL DIST TOTAL PROJECT � NO. SHEETS ....I......... .---.-..... ��!:- ,... ".., I ". ". .I.. 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I.. %% .qr "L.......r'... � .. ...L CONCRETED '. . � 19 rL - ' I L r r . . -cx I-- 'L -I �..9.I, . . .%. , - 'L'L9 L.9........ L r�9.L 'r L�'.r..r ' r 1 9 .:0 e , i;� - :2 r � i�)�,'�..' .9 9 r Q= - - -mr 1111- - - �.,.9 99 . �� C) ; " - - - r.1 9,99 .I..,. r. 'L .% q 9 L .1 . .. L. r'' u- %.:1 L I.. -r..� ..... , 1 L r � ...,9 I ..CC f r r �'r.. . (-> .9... SEE SHEET D - 5 - . ...' . r , r.r L L. 3 r, � L. A 0 L T ----� u- 1. -....�... ,r Lr r. , . .�) B U I 1 .1 %1' DRAINAGE PLAN . /' r r .9.. ,.r R! � I-11 �-T" . , . . x (D .. , L .r' 6 ' iT ANS �. .% /Z.)/��' L '4 ,rr . e . ��L. I.L CORRECTIONS BY - SCALE - I " = 50 ' .. : 9 r. r . Lu .r .� -� - o" �9 r ' '9 L., , ","r,, 'r."9 ... � �', �', - r r r r � . . Q �- ,L'L'r ...-L9 .L L9 r r....r L' . ..r 'L....... .9 6, �. f,,r,l I I � L I IN I NG . %, DATE CO�A PLE TE -�� -< - I H L - ;/ -/ - CULVERT CONNECTION '. . /--'\L ... -Qcj1 I (L��-' co --'-' ---'---'--UC L� �- SPLASH WALL rL q c'� C'� .. I D - 2 co(� � "L �O �0 Lu oh i �-�m �C� 04 I >�b �: . FOR REDUCED PLANS 0 1 2 3 FORM DC-OE-92-PF (REV. 3/88) ORIGINAL SCALE IS IN INCHES I I I I I -L---i EA 281801 - -- % --,�,...- ---- --- -- ------ ----'-'---%-' DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 5 , To accompany plans dated 8 - 26-96 08 SBd 1 5 , 66 9.5 . 0/5.6/ 10. 0 59 92 5,_610 9,_0„ R GISTERED CIVIL E (NEER QVRSSIO/yq� w Richard F.Ryan m February 15 , 1996 No C47798 PLANS APPROVAL DATE The State of California or Its officers on ExP.12-31-99 agents shall not be responsible for the cccurocy J>q CIVIL or completeness of electronic copies of this plan v- OF CA��FO� sleet. 00 t0 O CD / 1 i O L O — O CO N 12 INCH GRID 1 �i 12" N A=14 SOFT cn TYPE 1 ( 10 ) ARROW Q �% \/-off o 12 INCH GRID N r 12" D A=36 SOFT TYPE VIII ARROW 21-011Z 12 INCH GRID S 12" � .14 - o � A=25 SOFT - to 12 INCH GRID 7'-3" TYPE 1 ( 18 ) ARROW - 2°' 1I,_0„ IV .p n 12 INCH GRID 121, �-- A=42 SOFT TYPE VI ARROW A=3I SOFT - RIGHT LANE DROP ARROW TYPE 1 ( 24 ) ARROW 12 INCH GRID 12„ (FOR LEFT LANE, A=15 SOFT USE MIRROR IMAGE o TYPE IV ( L ) ARROW ' (FOR TYPE IV(R) ARROW, USE MIRROR IMAGE) 1'-9" u Pd0 CORRECTIONS THIS SHEET A=33 SOFT >> - �3Y L<« 1- = �-, `; NOTE: TYPE V ARROW DATE COUiPLETED-------- o MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. En STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 12 INCH GRID I I PAVEMENT MARKINGS �I121" ARROWS A=27 SOFT NO SCALE 6 INCH GRID TYPE VII ( L ) ARROW A=7 SOFT ' (FOR TYPE VII (R) ARROW, RSP A24A DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A24A DATED JULY 1, 1992-PAGE 7 OF THE STANDARD PLANS BOOK DATED JULY 1992. BIKE LANE ARROW USE MIRROR IMAGE) REVISED STANDARD PLAN RSP A24A--, DIST COUNTY ROUTE POST MILES SHEET TOTAL P y 8 -26-96 TOTAL PROJECT NO. SHEETS White To accom on plans dated 5 . 0/5 . 5 , Blue 08 SBd 15 , 66 9 . 6/ 10. 0 60 92 R GISTERED CIVIL EN (NEER QROFESSIONq� February 15 , 1996 w RCchard F.Ryan m No. C47798 PLANS APPROVAL DATE * � 2'_0�� ExP.l2-31-99 x Width The Stole of California or its officeor agents shall not be responsible for thers accuracy �9 CIVIL xQ O t lane or completeness of electronic copies of this plan ro sheet. AA O O N i v 2" (-o Ln n 00 8'-O" r- 0 CV 12 INCH GRID - 39" A=11 SOFT — DIAMOND SYMBOL p 4 INCH GRID 32.5" 45" 'v -- - 40" �{ 53" oN o r — A=7 SOFT 6 INCH GRID - D BIKE LANE SYMBOL A (White) =9 SOFT A (Blue) =14 SOFT 0 CD Z CD HANDICAPPED PARKING SYMBOL M D — N ---------- -- I INCH GRID /6 1011 A=2 SOFT BICY00 coCLE LOOP r% DETECTOR SYMBOL REc„0; THIS S, EF NOTE DATE COMPLETED r � CD MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 2'-o"x width of lane PAVEMENT MARKINGS - SYMBOLS AND NUMERALS 4"" 4" NO SCALE 12 INCH GRID A=70 SOFTS 4 8„ 4'-I I” RSP A24C DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD RAILROAD CROSSING SYMBOL A=17.5 SOFT A=16.5 SOFT A=19.5 SOFT PLAN A24C DATED JULY 1, 1992-PAGE 9 OF THE STANDARD PLANS BOOK DATED JULY 1992 X70 SOFT DOES NOT INCLUDE THE 2'x0"xVARIABLE NUMERALS WIDTH TRANSVERSE LINES. FREVISED STANDARD PLAN RSP A24C DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Double anchor CAA 5. 0/5 . 5 , Post spacing 3'-11'12" C-C -- - ETW See Detail A & Note 7 T o accompany plans dated 8 - 2 6- 9 6 0 8 S B d 1 5 , 6 6 9 . 6/ 10. 0 6 1 9 2 Bridge rail - Return section Q*VESSI0 25' Parabola Shoulder - -- _ REGISTERED CIVIL ENGINEER See Note 6 See Note I I o II I" Min w Donald E. Fogle m 1996 Shape February 15 , C No. C34637 Bridge rall blocks II 6 X B Post PLANS APPROVAL DATE * ExP 9-30-99 F] L1 0 El50' to fit Ths State of Ca/IfornIG or Its officers or agents �q CIVIL �Q _ 1" Min slbll not be responslble for Ile ocruracy or completeness of electronic copies of Ws plan sleet. OF CAVA 10" x 10" x 5'-4" LJ ETW L150 mm Max DF post and 8" x 8" DF block DETAIL A '.. TYPE 4 FLARE See Note 3 NOTES 25' ETW I. Post, blocks and hardware to be used are shown on Standard Plans A77B and A77C. E_ Post spacing 3'-11/211 C-C 4.0' 2 79 2. Guard rail post spacing to be G'-3" center to center, except as otherwise noted. 1.79' 1.01' 3. Except as noted, posts shown are 6" x 8" DF. WG x 8.5 or W6 x 9 steel posts and blocks Bridge rail line 45' Bridge rail _ I I' may be specified for 6" x 8" DF posts and blocks where applicable. Where 10" x 10" Single anchor CAA _ DF posts and 8" x 8" DF blocks are shown, WG x 15 steel posts and tubular See Note 6 (this side) 6.25' X - steel 6'' x 6" x I'-2" (0.1875 inch thick) blocks may be specified where applicable. 10" x 10" x 5'-4" 6 V 12.49' 4. Top of rail to be 27" above ground line or shoulder surfacing under the rail element. Max C DF post and 18.72 5. Direction of traffic indicated by � 8" x 8" DF block 50' Parabola z N C (D (D 24.92' 6. For connection details see Standard Plan A77J or A77K. Nom; 31.09' 7. For end anchor details see Revised Standard Plan RSP A77G and Standard Plan A77I. (/) 37.22' 8. Terminal Sections not to be installed on trailing end of guard rail placed adjacent to ...� See Note 6� one-way roadways. -----------n�---------- -- ----- -- -- - Bridge rail Shoulder --� 37 / - 6 " PARABOLIC OFFSETS 9. The 37'-1" flared portion of Type I M Flare is used at approach end of guard railing for embankment installations. —�- 25' See Note I I (Parabolic offsets not to be used 10. For embankment widening details to accomodate approach flares, see Revised Standard Plan RSP A77F. '0 ETW with Type IM flares) I I. Sand filled crash cushion, as shown on Standard Plan A81, or other crash cushion approved r TYPE 3 FLARE See Detail A & Note 7 by the Engineer is required for Type 3 and 4 flares, when the end of the guard rail D is 'within 30 feet of the edge of traveled way (ETW) of approaching traffic. See Note 3 12. When width W, exceeds 12 feet; to calculate the length of parabolic flare Z WG x 8.5 or W6 x 9 use "L=3W" and round to nearest 12'-6". Steel post and block 6" x 8" DF post and block 13. Type 2 Flare has been deleted. 3/-11 R=120' R=66' R=37' /2 _ 14. For additional requirements for the Type IM flare installations see Revised Standard Plan RSP A77G -� 5'-II 2',; Anchor Assembl and the Special Provisions. Wall, , 6'-3'° 4'-2" 4 13 " 4'-13 " _- ° ;�-(Breakaway, Type M) abutment, 7See Note 7 D bridge - o rail T - y J vv� �— 0'-I" 0'-21/2" O 4 0 8 I' 03'14 ' 2 I" Tangent line projected 0 from the face of the 11/21- 11/2 L See Note 6 W6 x, 15 Steel post with 37 -I last two post blocks in 6" x 6" x 1'-2" (.01875" thick) See Note 14 the straight section tubular steel block of railing W 62'-1'' Min w!q W/16 TYPE IM FLARE \� (STEEL POST INSTALLATION) L/4 L/4 L/4 \L/4--I See Notes 9 and 14 TYPICAL PARABOLIC LAYOUT 10' x 10" x 5'-4" DF post and 6" x 8" DF post and block 8" x 8" DF block s r� , 31_11/21! R=120' R=66' R=37' ,� ' ` B f 3/-11/2 3 3 6'-2" 5'-I I Z= -o .Anchor Assembly "o CO RECTiONS THIS SHEET 6 3 6 3 6 3 4 2 4 1 4 1 - (Breakaway, Type M) ___� Wail, abutment, - - See Note 7 bridge rail � ----'-o DATE c°MPL ETED STATE OF CALIFORNIA 3 „ 2,_L. DEPARTMENT OF TRANSPORTATION See Note 6 O,_I , 0'_212 O'-411 0 -8 I -0 �4 Tangent line projected •�-- from the face of the 37/-Illlast two post blocks in GUARD RAIL FLARES ETW See Note 14 the straight section NO SCALE of railing 62'-1" Min RSP A77D DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A77D DATED JULY Ip 1992 - PAGE 29 OF TYPE IM FLARE CAA = Cable Anchor Assembly THE STANDARD PLANS BOOK DATED JULY 1992. (WOSeeOD NtesN9TanLd 14 [-REVISED STANDARD PLAN RSP A77D DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT N0. SHEETS To accompany plans dated 8- 26-96 08 SBd 15 , 66 5 . 0/5 . 5 , 62 92 9 . 6/ 10. 0 _ QVVESSIONq REGISTERED CIVIL ENGINEER Fac wDona ld E. FogIo m February 15 , 1996 c34637 Anchor Assembly PLANS APPROVAL DATE No. (Breakaway, Type M) ES ES Exp, g-30-99 Ttq State of Californla or Its officers or agents Jf CIVIL �Q V a r 3 0 shall not be responsible for tt-e accuracy or 9TF OF C A`\�0�� Wall, abut, Center of terminal post Top of rail -., completeness of electronic copies of Ws plan sleet. bridge rail Hinge point line 3 Face of rail AC Dike � _ _ - _ AC Dike _ - - 3' ------- � N f 7 CV -2' Type ,F, - ------------ ----- - - -- ---- _ _ See Note 6 ———— — — — — ——— ——————— — — ———— ———————— N N N N 3" Min - ES �� 4 HP See "Protect Plans" ;, 11 V /2 Max 25' Min 37'-I" flare for transition detail ; AC Dike Qt- 1 0.33' AC Dike 0.17' AC Dike 25' of 0.17' AC Dike ; Type `C' See Note 2 Delineator Type `F' Type `C' Type `C' (flexible post, see Std Plan A73C) Min 3" x 12" EMBANKMENT WIDENING AND DIKE PLACEMENT DIAGRAM co — Reflector DIKE POSITIONING � 16d Galy nails See Notes land 2 (See Note 2) -- 21/4" Min � Ground line or shoulder surfacing 0 GUARD RAILING DELINEATION See Note 9 r Z NOTES 6" x 8" DF Post 6" x 8" DF Post - Ground line Ground line 1. For guard rail flare details, see Revised Standard -� Plans RSP A77D and RSP A77E. 7/8" 0 Bolts @ - ---I- --+-- - - 2. When necessary to place dike in front of - - - - - - - - - - - - - 23/4" C-C Horizontal - - -- - -- - -- - - - 11 �_ i i i i guard rail face, only Type `C' dike may be used. D 6 x 6-W2.9 x ' W2.9 9 y (Total 4) with hex I I I Welded wire fabric hoop For dike details, see Standard Plan A87. '\I nuts & washers - L 0 3. For standard railing post embedment, see N%4r fix, Standard Plan A77A. PL 6" x 3/g" x 1'-0" — n "' - 4. Guard railing delineation to be used - - - - - - - - - - - - - - I I i 1 where shown on the project plans. - - - _- - - L 6" x 4" x 1/2" x 0'-6" _ J i i i i 24" Dia PCC Fig 5. Direction of traffic indicated by --ow- G. When dike or curb is placed under guard railing, Hex nut ° = 8.. _ ° o ; ; ; the maximum height of the dike or curb shall be cut washer o - a� — d D p p p 'p 0.33'. For dike and curb details, see Revised Standard o o n ' 6 Plan RSP A87. o 3.. TYP Grind top of exist Conc 21/2" X7/8" x 8" Continous threaded rod, Ftg smooth or level with mortar drill and bond in 11/4" x 6" hole, DETAIL B Form socket in concrete to receive 6 inch x 8 inch -- pad as required 4 per post post or place concrete around 6 inch x 8 inch post , i DETAIL A wrapped with one layer of 1/2" thick expanded polystyrene foam sheeting. Do not nail polystyrene r,o to post. Post to be centered in concrete footing. 3Y Lz/ ----- STATE OF CALIFORNIA >> POST FOOTINGS DEPARTMENT OF TRANSPORTAT18N E COMPLETED__ -- - --"��Y (See note 3) Use where standard embedment of railing post is restricted METAL BEAM GUARD RAILING by underground concrete facilities such as fopost of walls, MISCELLANEOUS DETAILS columns, etc. Use Detail A where embedment of is less than I'-9". Use Detail B where embedment of post is between I'-9" and 3'-0". NO SCALE RSP A77F DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A77F DATED JULY I , 1992 - PAGE 31 OF THE STANDARD PLANS BOOK DATED JULY 1992. [-REVISED STANDARD PLAN RSP A77F -6 Steel Or WOOd Wood Terminal Posts DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 6 x 8 x 5 -4 DF post line post See Note 6 08 SBd 1 5, 66 5. 0/5 . 5 , 63 92 9 . 6/ 10. 0 (wood post shown) End post for Cable Anchor Conc anchor 6" x 8" x I'-2" DF block i - - - - - - - - - _ °' ° Assembly (Breakaway, Type B) oFEssro Yq" Anchor Cable - -- - - - O REGISTERED CIVIL ENGINEER G! QR Nq( — _____ I I 0 0 0_0 0 �� Donald E. Fogle Shelf Angle -� q" - February 15 , 1996 r No C34637 - 0 - - -0_ J Strut and yoke I/_8Y4 PLANS APPROVAL DATE 9-30-99 assembly Exp. The State of California or its officers or agents FI V F l a t e See Note 6 late washer Terminal Section 5 stbll not be responsible for the accuracy or �T9TF � PLAN p PLAN Type M PL 8 x 8 x /8 completeness of electronic coples of this plan sleet. 6'-3" See Note 6 � Cut washer To accompany plans dated 8 -2 6- 9 6 Flate plate washer 16" 12" 6'-3" J Ground line 1 '-0" 114" 1 I I Extend bolt through post Anchor Plate See Note 6 and block and shelf angle but not through rail. I - , J _ _� o I ---° END PLATE DETAIL I c_______- Shelf Angle = 10 rBearing Plate �' 3 " Anchor Cable 3 " x I" - . N 6" Anchor I� 6" 2%'' hole /q — See Note 6 3 l J a _ _ _ See Note 6 � + Slotted Hole � >, Ground line Anchor See Note 6 Ground line wood Terminal Posts R 2%'' hole with = + Cable See Note 6 Yoke See Note 6 pipe 11 std - - - I -d- 7: 77112 Ground line - 3 I" Hex Nut �I1/8' - 3ol - d- - -- - /q Hex bolt I _ holes � I 2'' Std alv e �' - and Cut Washer _7_�l I �� I I = with 2 washers � ~ (2.375 OD) CD __ and Hex nut. I I in 2%'' Dia hole __ �I-_� Soil Plate cL V See Note 6 Steel Tube Anchor See End Detail See Note 6 /q Steel i-J - i -J i 2 -Y4'' 1 Hex bolts Plate 6 - 11/2 L - L--- S -J�- 24" Dia Conc Anchor L---J with 2 washers each and Hex SHELF ANGLE BREAKAWAY POST ¢ yp --- See Note 8 1 3 T " I Nut for each soil plate ff� 0 6" x 6" - W2.9 x W2.9 a See Note 5 (Post Nos. 3, 4, 5 and 6) welded wire fabric hoop ELEVATION ELEVATION CABLE ANCHOR ASSEMBLY ANCHORAGE ASSEMBLY NOTES w r I. For typical use of anchor assembly (Breakaway, Type M), see Revised ( BREAKAWAY , TYPE B ) ( BREAKAWAY , TYPE M ) Standard Plans RSP A77D and RSP A77E. D 2. Cable anchor assembly (Breakaway, Type B) is typically used on the Z 6" x 8" x 5'-4" DF posts with See Note 4 trailing end of guard railing for embankment installations except 6" x 8" x 1'-2" DF blocks two-way road beds less than 60 feet in width. R=66 R-37 3. Minor adjustments to post spacing and offsets may be required 6,_3.. 6'-3" R=120' �� � 6 -2 5 -Ill/2" to fit field conditions. Steel or wood line a 4. The rail element connecting post numbers 1, 2 and 3 has a compound '11011 posts typical post 4'-2" 4 lyzi 1 4'-1Y4" spacing 6'-3" � bend of 66 feet between dus with s feet between post numbers I and 2, and a post numbers 2 and 3. The radius changes at post number 2. D 5. Shelf angles to support the rail element shall be Installed on post "*4 numbers 2, 3, 4, 5 and 6 of the flare. y 24" Dia 6. For details of the Terminal Section Type M, wood terminal posts, steel Conc Ft 2 -I tube anchors, soil plates, bearing plates, and strut and yoke assembly, I'-03/q" _ see New Standard Plan NSP A77GA. For details of the anchor plate 0'-4" 0'-8" and Yginch cable, see Standard Plan A77H. 0'-I" 0 -21/2' Tangent line projected from the 7. For trailing end of guard rail adjacent to one-way roadway omit face of the last two post blocks terminal section. 37'-I" in the straight section of railing 8. For concrete anchor, form socket in concrete to receive 6 inch x 8 Inch 62'-1" Min post or place concrete around 6 inch x 8 inch post wrapped with PLAN one layer of I/2inch thick expanded polystyrene foam sheeting. Do not nail polystyrene to post. Post to be centered in concrete tooting. CAA Breakaway, Extend Bolts Through Post and Block but not Through Rail 9. Direction of traffic indicated by Type B 6,_3.. 6,_3.. 4,_2.. 4,_13 4,_13 6'-2" 5'-111 -- Regular Line Posts Breakaway Posts --------------- --- - r— - - - - - i A �� ED) E L T « « - - - -- I Pao CORRECTIONS THIS SHEET I I Post No. l STATE OF CALIFORNIA DATE COMPLETEo � - � .No2 DEPARTMENT OF TRANSPORTATION Post I I � � � I GUARD RAIL END ANCHORS I I I I p I I Pavement or-,/) I I L I L I L I 1 I - I - II II I I = I I Ground Line I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i ( BREAKAWAY ) I I I I I I = N I I I I I I -- -- -- N O SCALE Post No. S Post No. 4 i IN Post No- 8 Post No. 7 Post No. 6 Post No3 I See Note 7 ELEVATION i L! i _ I RSP A77G DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A77G DATED APPROACH FLARE L- JULY 1p 1992 - PAGE 32 OF THE STANDARD PLANS BOOK DATED JULY 1995. Anchor Assembly AND END ANCHORS (Breakaway, Type M) [ REVISED STANDARD PLAN RSP A77G DIST COUNTY ROUTE POST MILES SHEET TOTAL 6" 2" „ „ „ To accompany plans doted 8 - 26-96 T 5 ALL PROJECT No. SHEETS R=/2 6 2 24 R=i12„ � 6„ �{ ll/2" 6„ I1/z 24„ � . ° R=1/2" R=1 ° ° D !', 12" 24" 08 S 1 5 , 66 9 . 6/ 10. 0 64 92 ° R-I/2" ° . °O D p D 8" R-1/2 I 3" R=1/2 ' REGISTERED CIVIL ENGINEER QROFESSIONq( D o a 6"/, �- 2 or Var ° D ° ° 2 or Var R-/2 -'I R=6" Q0 G. DeCou R=12" o February 15 , 1996 ` No. 34547 Q0 D ° PLANS APPROVAL DATE ° ° ° ° D D ° * Exp 9--30-99 ° ° ° p ° ° ° °. D. The State of Collfornlo or Its officers or ° ° ° N ° ° ° ° ° ° agents sholl not be responsible for the occu ccy �qy CIVIL �@ p D p p or completeness of electronic copies of this plan F OF CA��F�� AI-6 R=1" AI-8 R=1" o. ° °. ° . sheet. A2-6 A2-8 -I/2�� „ TYPE A TYPE E R 5"9 4// 33" 33„ Bridge sidewalk R=1/2 CURB 1 „ R=1/2" � 5" 4" 24" 8/2 2QUANTITIES R=1/2" 5„ 31/2„ R=1/2„ 7" 2„ 24" R=1/z" Slope 1/4" Per Ft Face of curb � ° 0 2" or Var 1- 2° ° 2" or Var ° ° ° ° TYPE CY PER LF Finished ° . ° 3/4„ ° ° o D ' ° D ' D roadwayAI-6 0.02585 A C DIKE cv °. ° ° ° 00 ° . D ° °- o iD ° °. °. °. ° surface A2-6 0.05903 oo I; AI-8 0.03084 QUANTITIES #4 Longitudinal I u ° ° bar 4 Dowelspaced 4 A2-8 0.06379 TYPE CY PER LF BI R=I Min length 8" R=1" BI 0.02930 A 0.0135 B2 B3 B4 TYPE H Superimposed on existing pavement ON BRIDGES B2 0.06171 B 0.0103 TYPE BB3 0.01074 C 0.0038 Ln ES `_ 0.42' B4 0.05709 D 0.0293 Retaining curbs, 0.25 - -'0.25 E 0.06661 E 0.0130 Var when necessary Var o CURBS Warp when Warp when Var cut slope F 0.0066 needed needed (D i Fill and compact with excavated 0 See note 9 o R/W (Typ) a� o material to top of dike AC quantities based > "' on 5Y cross slope m See Note 8 0 ' ES Join 8.33% Max 8.33% Max �` '{ � T 1,67' R=0.08' W E Join Rounded 27 Max Level line See Note A Var slope of ont sidewalk ° - - - - - - - D ° q;\ 0 00.60 See note 8 � , - - ° ° R=0.08' Var Level line ��� r TYPE A IOX Max ----- - �- D HIGH DIKE Straight aL-See Note A Z grade E Gutter grade ES Var cut slope �, 2.17 0.83/ Var 450 - 45 ° > ° CASE A 0.25'- 0.42' Ln Normal sidewalk rMin Fill and compact with excavated TYPE B material to top of dike MOUNTABLE DIKE ° o / Compact AC against excavated face (n X Var PLAN Var X U o � ES '0 See Note 8 Var - I R=0.08' Var slope X Var W Var _ X (D -� See Note A 0.60' See CO Level line Var R=0.08' 4°\ y0.33' j y Depressed sidewalk 0.42 4otes and Sidewalk Rounded -=_2x- Max - - - -- - - MIn 1/2: 1 or steeper 00 5 � r- - - o TYPE B see Note A �1 n p D ° D ° T HIGH DIKE Level line 1.33 , 1.67 Var lox Max -- 0.33' TYPE E Gutter grade Bottom of curb Gutter grade Shoulder Levelline 0.17' MOUNTABLE DIKE ES 0.33' ELEVATION Curb face CASE B �X _ 0.17' - 0.17' Var Depress entire sidewalk I SECTIONS See Note A o Surfacing 3' DRIVEWAYS - See Note A TYPE C Level line NOTES LOW DIKE ASPHALT CONCRETE DIKESvar TYPE E _ I. Case A normally applies. 7. Difference in slope of the driveway ramp and the slope NOTE A - Extend top layer of AC placed on the USE UNDER fMBGI B i-i I L 2. Use Case B when ramp slopes would exceed IOX in Case A. of a line between the gutter and a point on the roadway shoulder under dike with no Joint at the ES ,,;, COPRECTIONS THIS SHEET J. Use Case B when sidewalk cross slope would exceed 2Y in 5 feet from gutter line shall not exceed 157. Reduce Case A. driveway ramp slope, not gutter slope, where required. STATE OF CALIFORNIAJ 4. X=3'-0" except for curb heights over 10" where 4: 1 8. Minimum width of clear passage shall be 48". Where DEPARTMENT OF TRANSPORTATION °' ` c°rsP TSD slopes shall be used on curb slope. right of way restrictions, natural barriers or other existing CURBS , DIKES AND DRIVEWAYS 5. X is variable when sidewalk is located where wheelchairs conditions create an unreasonable hardship, the clear width may traverse the surface. Slopes shall be 8.337 maximum. may be reduced to 36". NO SCALE 6. Sidewalk and ramp thickness "T" at driveway shall be 9. Retaining curbs and acquisition of construction easement may be RSP A87 DATED FEBRUARY 15 , 1996 SUPERSEDES 994 AND 4" for residential and 6" STANDARD for commercial. necessary for narrow sidewalks or curb heights in excess of 6". RSP A87 DATED JUNE 3 ,RD PLAN A87 DATED JULY I , 1992-PAGE 48 OF THE STANDARD PLANS BOOK DATED JULY, 1992 REVISED STANDARD PLAN RSP A87 DIST COUNTY ROUTE POST MILES SHEET TOTAL ( 101/211 R before bending )n ) 8 _ 26_ 96 TOTAL PROJECT N0. SHEETS g To accompany plans dated 5 . 0/5 . 5 2 - /8„ x 4„ �' A 08 SBd 5 , 66 9a 6/ 1 0 , 0 70 92 Slots �� Wood Terminal 7 /q" Post and Steel -- eftoFIssioNa REGISTERED CIVIL ENGINEER G� Tube Footinitg 0 2 4 ,H 4 1/411 41/4 3 `Q Donald E. Fogle? k Ib31/z '� R Terminal na connector \ ° Diaphragm Plate r February 15, 1996 /2 R (Typ.) NO. C39637 r - - 2 O ( 2 Required for each PLANS APPROVAL DATE 2 61/4" P ` \� I 4 EXP. 9-30-99 3 R (T„ Terminal na I Section) Tip State of Callfornla on Its officers or agents /8 rT CIVIL Q y p° ) shall not be responsible for the occurocy or ATF FO�� /. B B o 0 0 completeness of electronic coples of this plan s I. OF CNV t \ o M �4 /2 rw a Button head boItT + x 21'-8%4" O O O post bolt slot 16ith rectangular plate o _ / 12 Gage % Button head bolt asher and flat washer M � 29 " Ln ov 6 Hole with rectangular plate 32 x 3 slots washer and washer under o �t 81/811 - - 4„ Sl q" 2%32 x �/8 bo I t head and hex nut N 6 j Slotted Holes TERMINAL SECT I ON TYPE M I" Holes -. NOTE Ho I es not required but acceptab I e. 2 " E/8 " x 2 " Slot CONNECTION DETAILS ELEVATION YOKE DETAILS _ 0, 1 38 " Thi c Neutral Axis Channel C6 x 8 , 2 251/2 bend - - o- I " R ( T y p, ) 6 - - R (TypJ 3/4 x I1/8'' Slot c� - - - -- - - - - - - - ` ' V I EW A - A SECT ION B - B 21 - 611 - - - - - -- - - - - - - - 5/-71/411 -_ I_-2 DIAPHRAGM PLATE DETAIL PEAK 511/2 TERMINAL CONNECTOR STRUT DETAILS 10�/2'' R 253/4 81/2 r FOR TERMINAL SECTION TYPE M 3/6 it 3�6 i / o c — — c — C - - - - - - - - - - - - - - - — - - - - - - - - - -I- - - - - - - -- - - - - - - - - - - - - r - - I- - - - - - _1 - - - - - -�- - - - - - - - - - - - - 4 - - !- - - - - - - - - - � - - -q- —Q- ! ! - - - - - - - - - - - - - ° � � I I I = I I v I 3 � 77 -- `° —0 45° — — � Q - - o- — — � - — — � - 81 „ 8,/41, STRUT AND YOKE ASSEMBLY 2 —_� L8 63/9" (Max.) See Note 2 , PLAN ELEVATION FLAT PLATE LAYOUT " All slots 29/32" x I%8". All bots 04, 5/8 " button head x 13/8 " TERMINAL SECTION TYPE M NOTES 7/8" Hole (front and back of anchor) 2'-0" 6" 8"- 9 6it git 1. See Revised Stanard Plan RSP A77C for additional details of 7/a'' Holes for - - - Anchor Assembly (Breakaway, Type M), mounting soil plate 8 112. Where Anchor Assembly (Breakaway, Type M) is instal led on the S/2 7�2�I{ 4" 5 departure end of guard railing, turn and rotate the strut 3/q x 23/4" 7/8" Holes and yoke assembly to reverse the yokes with the legs of the Slotted Hole -� � i i I strut pointing up instead of down. -- j CD = 3.. o _ - - - - c�' — - - —1 1.- -1 his " Hole Ln c _ N - Ln \ — 2% 1 = - - �O C) STATE OF CALIF hole - DEPARTMENT OF TRANSSPORTATION Hole � _ - C ASSEMBLY 23/4 11 � j- 3 /4 3REAK 4-A" BEAR I NG PLATE TYPE M )ME A /4 lAk _ T FRONT SIDE PlateThick NO SCALE TS 8" x 6" x 3/16 " SOIL PLATE FRONT SIDE NSP A77GA DATED FEBRUARY 15, 1996 SUPPLEMENTS THE WOOD TERMINAL POST STANDARD PLANS BOOK DATED JULY 1992 STEEL TUBE ANCHOR NEW STANDARD PLAN NSP A77