HomeMy WebLinkAboutDune Palm Br 121018_10 00 am2-18" CMP'S
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EBDATUM = 20'5Pier 2Pier 4105'-0"135'-0"4041135'-0"105'-0"Pier 3OG1231' min. Freeboard480'-0"1235CV Link Trail"DP"Line41'-10"41'-10"2%86'-0"1'-2"4'-10"12'11'8'6'1'-2"4'-10"12'11'8'6'2%CLEARCLEARBIKE/CARTPATHBIKE/CARTPATHLANE 1LANE 2LANE 1LANE 2MEDIAN℄ Bridge3'-10"'PLANScale: 1" = 40'"DP" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19CV LINK TRAILCV LINK TRAIL 41212433GENERAL PLANPROFILE GRADESCALE: 1" = 40'ELEVATIONScale: 1" = 40'TYPICAL SECTIONScale: 1" = 10'Legend:= High water elevation for Bridge = 57.5' (SPF)= Slope Protection= Closure PourNotes*LANE CONFIGURATIONScale: 1" = 10'STANDARD PLANS, 2015A3-A,B&CABBREVIATIONSA62-AEXCAVATION AND BACKFILL - MISCELLANEOUS DETAILSA62-CLIMITS OF PAYMENT FOR EXCAVATION AND BACKFILL-BRIDGEB0-1BRIDGE DETAILSB0-3BRIDGE DETAILSB0-5BRIDGE DETAILSB0-13BRIDGE DETAILSB2-316" AND 24" CAST-IN-DRILLED-HOLE CONCRETE PILEB3-1RETAINING WALL TYPE 1 (CASE 1)B3-7ARETAINING WALL TYPE 6 (CASE 1)B3-7BRETAINING WALL TYPE 6 (CASE 2)B7-1BOX GIRDER DETAILSB7-10UTILITY OPENINGB8-5CAST-IN-PLACE POST TENSIONED GIRDER DETAILSRSP B9-1STRUCTURE APPROACH TYPE N (30)RSP B9-5STRUCTURE APPROACH SLAB DETAILSRSP B9-6STRUCTURE APPROACH DRAINAGE DETAILSB11-47CABLE RAILINGB11-54CONCRETE BARRIER TYPE 26B14-5WATER SUPPLY LINE (DETAILS) (PIPE SIZES LESS THAN 4")SHEET No. SHEET TITLEINDEX TO BRIDGE PLANSB1GENERAL PLANB2DECK CONTOURSB3FOUNDATION PLANB4ABUTMENT 1 LAYOUTB5ABUTMENT 5 LAYOUTB6ABUTMENT FOOTING LAYOUTB7ABUTMENT DETAILS No. 1B8ABUTMENT DETAILS No. 2B9PIER LAYOUTB10PIER DETAILSB11TYPICAL SECTIONB12GIRDER LAYOUTB13GIRDER REINFORCEMENTB14MISCELLANEOUS DETAILSB15BRIDGE RAIL LAYOUT No. 1B16BRIDGE RAIL LAYOUT No. 2B17BRIDGE RAIL DETAILS No. 1B18BRIDGE RAIL DETAILS No. 2B19BRIDGE RAIL DETAILS No. 3B20BRIDGE RAIL DETAILS No. 4B21BRIDGE RAIL DETAILS No. 5B22JOINT ASSEMBLY (MAX MOVEMENT RATING = 4")B23LOG OF TEST BORINGS No. 1B24LOG OF TEST BORINGS No. 212'B1ABCFFA1 Cast "Br. No. TBD" and year completed2 Cast "DUNE PALMS BRIDGE"3 Barrier Rail (La Quinta Bridge Rail)4 Structure Approach Slab5 Slope ProtectionA Imperial Irrigation District Conduits (Possible)B Frontier CommunicationsC Utility - City of La QuintaD City FiberE SpectrumF Future Utility - 18" x 18"G Future UtilityNOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLAN86'-0"1'-2"1'-2"41'-10"41'-10"40'-6"Stage 140'-6"Stage 23'-10"5'St. 32%Rail Width IncludingArch. Treatment2%5' Dia. Column5'-6"3CIP/Box Girder"DP" Line℄Bridge18°18°18°18°18°86'-0"7'-2"7'-2"6'6'39'-8"32'-0"3'-10"℄BridgeN0°09'52"W℄Pier 2℄Pier 3
℄Pier
4 320' VCR = 0.39% \ STA22+60Elev 65.84-0.75%+0.50%19+40Elev 66.24Rail Width IncludingArch. TreatmentN2202411.0204E6553315.7125N2201811.0228E6553317.4359DCEG
1819202122232464.064.565.065.065.565.566.066.066.566.565.065.566.064.564.064.565.065.566.0DECK CONTOURSScale: 1" = 20' DECK CONTOURS NOTES:1.2. X - Denotes 10' interval along "DP" line.3. Contours do not include Camber.4. Contour interval is 0.10'- Indicates 0.50' contours.ACCELERATION RESPONSE SPECTRA CURVE LOAD RESISTANCE FACTOR DESIGN GENERAL NOTESDESIGN: AASHTO LRFD Bridge Design Specifications, Sixth Edition, 2012 with Caltrans Amendments (AASHTO-CA BDS-6)SEISMIC DESIGN: Caltrans Seismic Design Criteria (SDC), V 1.7, April 2013DEAD LOAD: Includes 35 psf for future wearing surfaceAdditional 0.1 k/ft assumed for future utilitiesLIVE LOADING: HL-93 and permit design loadingSEISMIC LOADING: Site Specific Acceleration Response Spectra CurveREINFORCEDCONCRETE: fy = 60,000 psifc = See "Concrete Strength and Type Limits"n = 8PRESTRESSEDCONCRETE:See "Prestressing Notes" on "Girder Layout" SheetSTRUCTURAL STEEL: ASTM A709 Grade 50STEEL PIPE PILES:ASTM A252, Grade 3CONCRETE STRENGTH AND TYPE LIMITSStructural Concrete, Bridge Footing (4,000 psi @ 28 days)Structural Concrete, Bridge (4,000 psi @ 28 days)No ScaleStructural Concrete, Bridge (Polymer Fiber) (4,500 psi @ 28 days)Cast-In-Drilled Hole Concrete (4,000 psi @ 28 days)B2NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANEB 23+48.2BB 18+68.2"DP" LineN0°09'52"W℄BridgeN0°09'52"W℄ Pier 2
℄ Pier
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Dirt Rd 18192021222324NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANFOUNDATION PLANScale: 1" = 20' PLAN Drainage Area:Frequency (years)Discharge (CFS)Water Surface(elev. at bridge)FloodOvertopping110,00062.6HYDROLOGIC SUMMARY51.943,00010040082,00057.4= 788 square milesSPFFloodBase / DesignFlood500NOTES:1.Utilities locations shown are approximate. See Civil Plans for additional information.2.See Roadway Plans for R/W & TCE.Flood plain data are based upon information available when the plans wereprepared and are shown to meet Federal requirements. The accuracy of saidinformation is not warranted by the City and interested or affected parties shouldmake their own investigation.BENCH MARKS:Benchmark:BM = NGS AH9136; DATUM: NAVD88Survey Disk Stamped "931+48.33", Set in Top of Concrete Monument in theMedian at the Intersection of La Quinta Center and Highway 111.Elevation: 81.620', NAVD 88Basis of Bearings:The Bearings shown hereon are Based on the Line Between Stations "TMAP"and "PSAP" (Positions per Geodetic Survey, NAD 83, EPOCH 2009.00) asshown on the National Geodetic Survey Published Data Sheets, being North57°23'28.38" West.SCOUR DATA TABLESUPPORTNO.LONG TERM (DEGRADTION ANDCONTRACTION) SCOUR ELEVATION (FT)ABUT 1 0 0BENT 2 37.2 24BENT 3 37.2 24BENT 4 37.2 24ABUT 5 0 0SHORT TERM (LOCAL)SCOUR DEPTH (FT)NOTES:XX.XIndicates PileIndicates bottom of abutment, footing or anchor block elevation.Indicates CIDH Pile23+46.6218+69.7819+73.2021+08.2022+43.20"DP" LineN0°09'52"WWWLOLWWLOLWWLOLWWLOLN72°09'52"W℄PIER 2
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B351.051.018'-11 116"17'-11316"9'-138"18'-1118"
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16"N0°09'52"WN0°09'52"WN0°09'52"WN0°09'52"WLocationPile TypeAbut. 1 24" CIDH 51.25 970 750 160 0 N/A N/A 0.0 (a), 20.0 (c) 0.0Design TipElevation (ft)SpecifiedTip Elevation (ft)Pier 2 60" CIDH 35.00 3100 2500 2300 0 1300 0 -68.0(a), 18.0(b) -68.0Abut. 5 24" CIDH 51.25 980 760 160 0 N/A N/A 0.0 (a), 20.0(c) 0.0Pile Data Table-67.0(c)-69.0(c)-67.0(c)Pier 3 60" CIDH 35.00 3200 2600 2550 0 1260 0 -75.0(a), 19.0(b) -75.0Pier 4 60" CIDH 35.00 3100 2500 2500 0 1230 0 -73.0(a), 16.5(b) -73.0Notes:1.Design pile tip elevations are controlled by the required:(a) Minimum factored nominal resistance in axial compression for Strength Limit State, (b)Minimum factored nominal resistance in axial compression for Extreme Event I (Seismic) Limit State, (c) Critical length for laterally loaded pile.2.Design tip elevation (a) is based on: resistance factor (Øs=0, Øb=0) and a group reduction factor of 0.65 for piles at both abutments; and resistancefactors (Øs=0.7, Øb=0.5) and no group reduction for piles at all piers. Design tip elevation (b) is based on resistance factors (Øs=1.0, Øb=0).Cut-OffElevation (ft)Total PermanentSevice Limit State ILoad Per Support (Kips)Required Minimum FactoredNominal Resistance (kips) Per PileCompression Tension Compression TensionStrength Limit StateExtreme (Seismic) Limit StateØs=0.7, Øb=0Øs=0.7, Øb=0Øs=0.7, Øb=0
ABUTMENT 1 LAYOUTPLANSCALE: 1/4" = 1'-0"B0-1℄ABUT BEARING20'-0" along WWLOL, typStructure ApproachSlab Type N(30)B7-10U-8WWLOL49'-21516"41'-2316"90'-518"ELEVATIONSCALE: 1/4" = 1'-0"B4NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANSteel Reinforced Elastomeric Bearing Pad, 16"x16"x5", tot 10Expanded PolystyreneFuture Utility Opening, TypInternal Shear KeyExternal Shear KeyB7-10U-4Future Utility Opening, TypInternal Shear KeyExternal Shear KeyExpanded PolystyreneExternal Shear KeyExternal Shear Key1st Stage Construction2nd Stage Construction"℄ Bridge""DP" LineBearing Pad, TypTop of BackwallBarrier Rail Not ShownBarrier Rail Not ShownFG Approx.AA10'-6316"6'-71516"9'-5916"9'-5916"6'-778"2'-5716"6'-71516"9'-5916"9'-5916"6'-71516""DP" Line"℄ Bridge"WWLOLNotes:1.For Typical Section see "Abutment Details No. 2" Sheet.2.For Section A-A and B-B see, Bearing Pad Details", External and InternalShear Key Details, see "Abutment Details No. 2" Sheet.3.For Casing Detail see4.For Utility Opening Dimensions at Abutment, see "Typical Section" Sheet.5.Abutment and Footing Longitudinal Reinforcement Bars shall be Lap Splicedat Stage Construction Joint.6.For Wingwall Details, see "Abutment Details No. 1" Sheet.7.Not all Piles are shown in Elevation View.B7-10U-8Edge ofDeckEdge ofDeck18+50AABB
ABUTMENT 5 LAYOUTPLANSCALE: 1/4" = 1'-0"B0-1℄ABUT BEARING20'-0" along WWLOL, typEdge ofDeck41'-2316"49'-21516"90'-518"Edge ofDeckELEVATIONSCALE: 1/4" = 1'-0"B0-1B5NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANB7-10U-4Future Utility Opening, TypExpanded PolystyreneExternal Shear KeyExternal Shear Key1st Stage Construction2nd Stage Construction"℄ Bridge""DP" LineBearing Pad, TypTop of BackwallBarrier Rail Not ShownBarrier Rail Not ShownFG Approx.AABBStructure ApproachSlab Type (N)B7-10U-8WWLOLSteel Reinforced Elastomeric Bearing Pad, 16"x16"x5", tot 10Expanded PolystyreneFuture Utility Opening, TypInternal Shear KeyExternal Shear KeyInternal Shear KeyExternal Shear Key2'-5716"6'-71516"9'-5916"6'-778"10'-6316"6'-71516"9'-5916"9'-5916"6'-71516""DP" Line"℄ Bridge"WWLOLNotes:1.For Typical Section see "Abutment Details No. 2" Sheet.2.For Section A-A and B-B see, Bearing Pad Details", External and InternalShear Key Details, see "Abutment Details No. 2" Sheet.3.For Casing Detail see4.For Utility Opening Dimensions at Abutment, see "Typical Section" Sheet.5.Abutment and Footing Longitudinal Reinforcement Bars shall be Lap Splicedat Stage Construction Joint.6.For Wingwall Details, see "Abutment Details No. 1" Sheet.7.Not all Piles are shown in Elevation View.B7-10U-89'-5916"23+50AA
NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANABUTMENT FOOTING LAYOUTABUTMENT 5 FOOTING PLANSCALE: 1/4" = 1'-0"B0-1B637'-178"46'-1018"90'-518"6 Spaces @ 9'-0" = 36'-0"7 Spaces @ 9'-0" = 42'-0"84'-0"2'-938"3'-258"6 Spaces @ 9'-0" = 36'-0"7 Spaces @ 9'-0" = 42'-0"1'-178"4'-1018"2'-6"2'-6"2'-0"2'-0"9'-0"WWLOLWWLOL45'-258"38'-938"90'-518"ABUTMENT 1 FOOTING PLANSCALE: 1/4" = 1'-0"B0-17 Spaces @ 9'-0" = 42'-0"6 Spaces @ 9'-0" = 36'-0"84'-0"4'-1018"1'-178"7 Spaces @ 9'-0" = 42'-0"6 Spaces @ 9'-0" = 36'-0"3'-258"2'-938"2'-6"2'-6"2'-0"2'-0"9'-0"WWLOLWWLOL"DP" Line"℄ Bridge""DP" Line"℄ Bridge"Const. JointConst. Joint4" Chamfer, Typ4" Chamfer, Typ℄ABUT FOOTING℄ABUT FOOTING
NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANABUTMENT DETAILS NO. 1B7TYPICAL SECTIONSCALE: 1/2" = 1'-0"#5 @ 12"BB or EB#5 x 2'-0" @ 12"#5 @ 12"#6 @ 12"#7 @ 12"*#7 x 7'-0" @ 12"*20 - #5, total24" Ø CIDH Pile#7 cont. total 6CL Abutment Bearing Expanded polystyrene#5 @ 12"*3'-0"3" clr. typ.#7 @ 9"*3" clr. typ.6" clr.3"#7 @ 9"*Structure Approach Slab2'-6"1'-0"3'-0"11#4 @ 9"Geocomposite drain1'-6"C Abutment FootingLConst. jointB0-1313-22'-6"2'-0"2'-6"2'-0"Detail AExpanded polystyrene1'-6"Drainage Details (See Note 1)Breakout for joint assembly, for detailssee "Joint Seal Assembly" Sheet#6 @ 12"*Concrete Barriernot shownC Abut BrgL3'-0"C#4 tot 2#9inside face#4 12" #9 #5 tot 5extend into Ftg2" Clr, Typ#4 outside faceC#4 @18#9 @9B11-54#9 tot 4BO-1WWLOL1'Outside Face#4 @ 18,outside faceScale: 1/2" = 1' SECTION C-C GeocompositeDrain2" clr. typ.B0-13 DETAIL ANo ScaleExpandedpolystyrene"a" + 12"12 " Expansion Jt. fillerAbut seatConst jointGeocomp.drain1'-4"BackwallB6-21WINGWALL ELEVATIONSCALE: 3/8" = 1'-0"2'-6"Decorative railingSee Civil Plans for Slope LiningBridge Super StructureFinish GradeChannel Lining#4 @ 24"Joint Seal Assembly (MR = 212")See "Joint Seal Assembly" SheetNote:1.For Drainage Details, SeeRSP B9-6RSP B9-6RSP B9-5
NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANABUTMENT DETAILS NO. 2B8DETAIL CNo Scale3"Filter fabricwrap aroundNotes: A.4" Dia drains at intermediate sag points and at 25' max center to center.Exposed wall drains shall be located 3"± above finished grade. B.Geocomposite drain, cement treated permeable base, and 3" Dia slottedplastic pipe continuous behind abutment. Cap ends of pipe. Provide"Tee" connection at each 4" Dia drain. C.Connect the low end of plastic pipe to the main outlet pipe as applicable.SECTION C-CNo Scale3" unslottedplastic pipeCap, Typ. see Note B3" slotted plasticpipe, see Note BTee connection3"Backface of abutment orretaining wallABUTMENT SECTIONNo ScaleFinished GradeSee "Detail C"See Note BSee "Detail B"See Note A3'-0"Geocomposite Drain-2%DETAIL BNo Scale1'-0"Bond 6" to wall. Cuthole for 3" pipe.Bond to geocompositedrain, 3" MinLevel or slopedtoward wall10 mil polyethylene sheetCement treatedpermeable baseCC3"-2%Backfill sideBackfill side3" slottedplastic pipeNo Scale BEARING PAD DETAIL B0-1313-1Expanded Polystyrenesame thickness as BearingPadC Interior Bearing PadLGalv. sheet metal 116" thick, Typ2" all around, TypFace of exteriorshear keyBearing PadLevel3"3"Bearing PadLevel3"3"C Exterior Bearing PadLWEEP HOLE AND COMPOSITE DRAINAlternative to Bridge DetailB0-33-1Notes: 1. Abut 1 shown, Abut 5 similar, except noted. 2. Coat top of Bearing Pad with grease prior to placing sheet metal2'-0"1" Exp Joint Filler2" Expanded PolystyreneB0-1313-2B0-33-1Scale: 1/4" = 1'-0" INTERNAL SHEARKEY ELEVATION Scale: 1/4" = 1'-0" EXTERNAL SHEARKEY ELEVATION Scale: 1/2" = 1'-0" SECTION B-B Scale: 1/2" = 1'-0" SECTION A-A #5 Tot. 4#10 Tot. 46'-0"#5 Tot. 4MandatoryConst. Joint(See Note 1)#7Not all Abut.Reinf. Shown#10 Tot. 86'-0"#5 Tot. 4#5 Tot. 8Bridge Deck4" ExpandedPolystyreneB0-1313-11'2ndt Stage Construction1st Stage ConstructionMandatory Const. Joint(See Note 1)Notes:1.Mandatory Joint Surface to be Smooth and Lined with 15 PoundConstruction Paper.2.Do not Extend the Shearkey Rebars into Abutment Stem, except asshown.#5#5 Tot. 12#5#5 Tot. 4#10 Tot. 46'-0"#5 Tot. 12#5 Tot. 4#10 Tot. 86'-0"#5 Tot. 10#5 Tot. 10Mandatory Const. Joint (See Note 1)1'-0"#5 Tot. 84'-0"6"6"4'-0"Scale: 1/2" = 1'-0" WINGWALL CORNER DETAILS #5 @ 9"Abutment WingwallAbutment Reinf., not all shownB0-11-5
45PIER LAYOUTScale: 3/16" = 1'-0" PLAN B9NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANScale: 3/16" = 1'-0" ELEVATIONScale: 3/8" = 1'-0" PIER CAP STIRRUP PLAN SpecifiedTip Elev3" Clr 1'-0" SeeNote 6#7 Hoops @ 4" (See Note 2)No splice allowed in main column reinf.)45'#7 Hoops @ 6"Limits of payment for CIDH Pile OGUtilityOpening, TypB7-10U-7#14#6 @ 9" (Typ)2'-0"2'-0"#6 @ 9" (Typ)2'-0"2'-0"@ 6"@ 12"@ 6"@ 12"@ 6"#7 Stirrup spacingPlace parallel to ℄ "DP" andspace along ℄ Pier℄Bridge℄PierColumnTyp#11Tot 9#14 Tot 18(9 Bundles)Edge of exterior GirderEdge of DeckB7-10U-7B7-10U-7#11Bottom Reinforcement Top ReinforcementReinforcement Symmetrical about Phase 1and Phase 2 Bridge Deck Construction#7 @ 6"#7 @ 12"#7 @ 6"#7 @ 12"#7 @ 6"Notes:1.For Section D-D, E-E, F-F and G-G see "Pier Details" sheet.2.All hoops shall be butt welded and shall meet the "Ultimate Splice" requirements.3.CIDH reinforcing where permitted and all hoops shall be butt welded and shall meet the "Ultimate Splice" requirement.4.No splices permitted in pier cap reinforcement.5.For utility opening dimensions at piers, see "Typical Section" sheet.6.If necessary, a maximum of 4 main column bars may be trimmed to 1'-3" below Top of Deck to clear prestressing ducts.7.For detail of bar placement through volumns, see "Pier Details" sheet.LEGEND:Indicates Closure PourIndicates Bundled BarsClosure Pour℄Bridge℄Bridge℄PierEdge of exterior GirderEdge ofexterior GirderEdge of DeckEdge of DeckDDEEFFGGCIDH TopElevation 32.0
PIER DETAILSB10NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANScale: 1" = 1'-0" SECTION D-D Scale: 1" = 1'-0" SECTION E-EConst. Jt.#7#73'-6"LapColumn Reinforcement7'-0"Measured normal to ℄ Pier (Typ)6" Clr to
Main Reinf 3'-6"3'-6"4" Clr to
Main Reinf
Const Joint℄Pier#14 Total 18(9 Bundles)#11 Total 94" Fillet (Typ)3" Clr
Min
1'-3" to Clr
PS Ducts
#11 Cont Total 7See Note 1#9 Cont Total 4 Each Face(See Note 1)112" Clr (Typ)(See Note 1)B0-5B0-55-105-11or3" ClrB0-5B0-55-105-11orLimits of distribution reinf.Limits of #5 Tot 15XXScale: 1" = 1'-0"CIDH PILESECTION G-GScale: 1" = 1'-0"SECTION F-F#14 Tot 30(15 Bundels)#7 Hoops℄Pile = ℄ Column5'-0"5"Clr#14 Tot 30(15 Bundels)#7 Hoops℄Pile = ℄ Column5'-0"5
"Clr Note:1.Reinforcement may be adjusted to clear prestressingducts.2" I.D. Inspection Pipe, Typ812"Min 7'-0"Measured normal to ℄ Pier (Typ)3'-6"3'-6"4" Clr toMain ReinfConst Joint℄Pier#14 Total 18(9 Bundles)B0-5B0-55-105-11or3" ClrB0-5B0-55-105-11orLimits of distribution reinf.Limits of distribution reinf.#5 Tot 15
TYPICAL SECTIONTYPICAL SECTIONScale: 1/4" = 1'-0"PART TYPICAL SECTIONScale: 1/2" = 1'-0"86'-0"1'-2"6'-0"4'-10"4'-10"6'-0"1'-2"31'-0"31'-0"3'-0"2'-3"7'-3"2-Spaces @ 9'-0" = 18'-0"7'-3"2'-3"3'-0"3'-0"2'-3"2-Spaces @ 9'-0" = 18'-0"7'-3"7'-3"3'-0"2'-3"5'-6"6"TYP.8"6"1'-0"& VAR.Rail With Arch. TreatmentRail With Arch. Treatment-2%-2%1'-0"ConcreteMedian6"34" DripGrove, Typ"DP" LINEB7-10U-4B7-10U-5B11-54B0-5B0-55-105-11#5, S= 11or1'-7"2" Clr@ 11#41'-7"#4 cont @ 18#4 @ 12#5orStirrups, Typ1 1/2" Clr
#8 cont tot 2per girder, Typ#5 tot 6, Typ1" Clr
#4 cont tot 4, Typ#5 cont tot 6, Typ#4 @ 11 Spacealong "℄ Bridge" and parallel toAbutment#4 @ 9, Typ#8 cont tot 2per girder, Typ#8 cont tot 2per girder, TypConstruction joint, Typ#4 @ 12, Typ1" ClrB0-5B7-1B8-5#5 tot 8 per bay, Typ6"6"6"6"B112"2"3'-0"Lap#5 Tot 14#5 @11Raised Median END DIAPHRAGMScale: 1" = 1'B8-5B7-1S-2B0-5B0-55-105-11C Abut BrgL#5 @ 5 12"Place parallel to girders andspace along C AbutL#5 @ 11"Place parallel to girdersand space alongC AbutLBlockout for recess#8 tot 6#6 tot 4#4 @ 4" Grillage placed 1"from PS Bearing Plate#5 @ 123"Limits of transverseslab reinf.3"1'-10"Limits of distribution reinf.8'-0"4" Min filletor#5 @ 113'-0"Joint Seal Assembly Blockout (See "Joint Assembly" Sheet)Notes:1.Falsework Release:Alternative 1:Falsework shall be released as soon as permitted by the specifications. Closure pour shall not be placed sooner than 60days after the falsework has been released.Alternative 2:Falsework shall not be released less than 28 days after the last concrete has been placed. Closure pour shall not beplaced sooner than 14 days after the falsework has been released. When falswork Alternative 2 is used, camber valuesare 0.75 times shown.2.Reinforcement may be bent or lowered to clear prestressing ducts.3.Reinforcement bars may be adjusted, as necessary, to install joint seal assembly (upon approval of the joint sealassembly shop drawings an as directed by the engineer).4.For K Rail placement, see "Road Plans" and Standard Plan T3.℄Bridge3'-10"See Note 635'-0", Typ8'-0", Typ1'-10"
TypPlace parallel to ℄ of Abut. Brg. and place along ℄ BridgeUtility Pipe Size Casing Opening Opening at at Piers End DiaphA IID 4 - 6"Ø 18"x18" 18"x18"B Frontier 2 - 4"ØC City 3 - 4"ØD City Fiber 1 - 2"Ø 1 - 4"ØE Spectrum 2 - 4"ØF Fut. Utility 18"x18" 18"x18"G Fut. Utility 2 - 4"ØAAFFBCNOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANLEGEND:Indicates Closure PourNote:#10 Reinforcement shown shall be made continuous andmeet "Service Splice" requirements.34" Drip Grove, Typ6"112" Clr (Typ)# 4B11-54#5DCGE4" Fillet (Optional)
1920212223NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANScale: 1" = 20' GIRDER LAYOUT B12Denotes width of girder.PRESTRESSING NOTES270 ksi Low Relaxation Strand:PJack = 7,832 kips (Each Bridge)Anchor Set= 38"Total Number of Girders= 5 (Each Bridge)Distribution of Prestress force (Pjack) between girders/ducts shall not exceed the ratio of 3:2. Maximum final forcevariation between girders shall not exceed 725 kips.Concrete: f'c = 4,500 psi @ 28 days f'ci = 3,500 psi @ time of stressingContractor shall submit elongation calculations based on initial stress at = 0.8612 times jacking stress.µ = 0.15; K = 0.0002 = Indicates theoretical point of no movement for both ends stressing. CAMBER DIAGRAM No Scale12B14-5Soffit Access Openingtot 16, TypB7-10U-8, Typ18121812121212181812121812121812121812121812121218121812121218181212181212121218121218121212181218121212121818121218121218121218121218121212181218121212121818121218121218121218121218121216'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder Flare16'-0"Girder FlareB7-10U-8, TypB7-10U-8, TypB7-10U-7, TypC Abut 1 BrgLC Pier 2L
C Pi
e
r
4
L
C Ab
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5
B
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C Pi
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3
LEdge of deckEdge of deckGIRDER LAYOUTDenotes width of girder.Notes:1.For additional top and bottom reinf. see "Typical Section" sheet.2.Camber values shown do not include allowances for falsework settlement.12B7-10U-8, Typ1812181212121218181212181212181212181212181212121812181212121218181212181212181212181212181212121812181212121218181212181212181212181212181212121812181212121218181212181212181212181212181212℄ Bridge16'-0"Girder FlareB7-10U-8, TypB7-10U-8, TypC Abut 1 BrgLC Pier 2L
L
C Ab
u
t
5
B
r
g
L
L
2'-11"L1L2L3L4.1L312"
10"
10"
C Pier 3L
C Pier 4L
C Pier 2LC Abut1 BrgL
C Abut5 BrgL3"16'-0"Flare, Typ.5L3.1L2.5L2.1L412".4L4.1L3.4L1.1L1.1L212"10"3'-1058"
3'-91
4"
10"
5'-6"
2'-11"
5'-6"20@63"20@612@1212@12@183"20@620@123"20@63"20@620@12@18#5 orStirrup spacing3"20@612@12@183"3"12@1220@620@12@1820@1220@616'-0"Flare, Typ12", Typ16', Typ3'-105
8"
3'-91
4"
3'-91
4"
3'-91
4" PART LONGITUDINAL SECTION No ScaleB7-1B8-5"DP" LineB7-1Soffit Vent, TypInflection pointCenter of gravityof cable path isparabolic between points shown0.00'0.00'0.00'0.06'
0.05'
0.06'
C Abut1 BrgLC Pier2L
C Pier 3L
C Pier 4L
C Abut5 BrgL
ProfileGradeCamber Line14 span12 span34 span14 span12 span34 span
1
4 span
1
2 span
3
4 span
1
4 span
1
2 span
3
4 span
0.00'
0.00'
0.00'
0.08'0.05'
0.08'
C Pier2
C Pier 3
ProfileGradeCamber Line14 span12 span34 span
1
4 span
1
2 span
3
4 span
21NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANB13GIRDER REINFORCEMENTScale: 1/4" = 1'-0" ADDITIONAL TOP LONGITUDINAL REINFORCEMENTNOTES:1.No Splices permitted in additional longitudinal reinforcement2.Numbers at the end indicate the distance to ℄ of Pier.30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"30'-0"20'-0"20'-0"30'-0"℄Pier, TypEdge of Bridge Deck"DP" Line℄Bridge#9 X 50'-0" Total 8 (Each BayEvenly Spaced), Typ℄Girder
18192324MISCELLANEOUS DETAILSScale: 1" = 10' PLAN Note:1.Colored Stamped Concrete per City of La Quinta STD 720B14NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANScale: 1/2" = 1'-0" SECTION A-A Scale: 1/2" = 1'-0" SECTION B-B Scale: 1/2" = 1'-0" SECTION C-C Scale: 1/2" = 1'-0" SECTION D-D Scale: 1/2" = 1'-0" SECTION E-E 4'-10"4'-10"# 4 @ 12"1'-0"#4 @ 12" Each Way2"8"See Note 1℄Bridge4'-10"4'-10"# 4 @ 12"1'-0"#4 @ 12" Each Way2"8"See Note 1℄Bridge1'-0"1'-0"8"# 4 @ 12"1'-0"Place Parallel to JointSee Note 1BB/EB#4 Place Parallelto Approach SlabApproach Slab# 4 @ 12"1'-0"See Note 1#4See Road Plans#4 x 1'-0" @ 18"#4 @ 18"8"Approach SlabSidewalk# 4 @ 18"1'-0"# 4 @ 12"4""DP" Line℄BridgeApproach SlabApproach SlabBBEBDAABBEEDCCEECCDDAABBBridge DeckBridge DeckSidewalkSidewalkSidewalkSidewalkMedian
18192021222324BRIDGE RAIL LAYOUT No. 1BRIDGE WEST (UPSTREAM) RAIL ELEVATIONScale: 1/8" = 1'-0"BRIDGE WEST (UPSTREAM) RAIL ELEVATIONScale: 1/8" = 1'-0"MATCH LINE
(see below left)BBMATCH LINE(See above right)BRIDGE WEST (UPSTREAM) RAIL ELEVATIONScale: 1/8" = 1'-0"71'-0" PANEL51'-6 78" PANEL7'-8"71'-0" PANEL71'-0" PANEL71'-0" PANEL71'-0" PANEL66'-3 18" PANEL71'-0" PANEL7'-8"BRIDGE PLANScale: 1" = 30'"DP" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19℄BridgeN0°09'52"W71'-0" PANELMETAL BRIDGE RAILING(WEST SIDE)METAL BRIDGE RAILING(EAST SIDE)MATCH LINE
(see below left)
MATCH LINE(See above right)488'-2"488'-2"EB18+80.9318+44.8123+69.1023+32.98NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANMETAL RAILING DETAIL PANEL R-1SECTION 1METAL RAILING DETAIL PANEL R-2SECTION 2METAL RAILING DETAIL PANEL R-4SECTION 3METAL RAILING DETAIL PANEL R-4SECTION 3METAL RAILING DETAIL PANEL R-3SECTION 4METAL RAILING DETAIL PANEL R-4SECTION 5METAL RAILINGDETAIL PANEL R-4SECTION 5METAL RAILING DETAIL PANEL R-2SECTION 7METAL RAILING DETAIL PANEL R-5SECTION 6ABUT 1
PIER
2
PIER
3
PIER
4
ABU
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CV LINKTRAIL
B15488'-2"12/6/2018 4:44:16 PM, ANSI full bleed D (22.00 x 34.00 Inches)
18192021222324BRIDGE RAIL ELEVATIONScale: 1/8" = 1'BRIDGE RAIL ELEVATIONScale: 1/8" = 1'BRIDGE RAIL ELEVATIONMATCH LINE
(see below left)
MATCH LINE(See above right)
MATCH LINE
(see below left)
MATCH LINE(See above right)7'-8"71'-0" PANEL71'-0" PANEL71'-0" PANEL71'-0" PANEL66'-3 18" PANEL7'-8"71'-0" PANEL51'-6 78" PANEL71'-0" PANEL66'-3 18" PANELEBBB488'-2"488'-2"BRIDGE PLANScale: 1" = 30'NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANBRIDGE RAIL LAYOUT No. 2METAIL RAILING DETAIL PANEL R-2SECTION 7METAIL RAILING DETAIL PANEL R-4SECTION 6METAIL RAILINGDETAIL PANEL R-4SECTION 5METAIL RAILING DETAIL PANEL R-4SECTION 5METAIL RAILING DETAIL PANEL R-3SECTION 4METAIL RAILING DETAIL PANEL R-4SECTION 3METAIL RAILING DETAIL PANEL R-4SECTION 3METAIL RAILING DETAIL PANEL R-2SECTION 2METAIL RAILING DETAIL PANEL R-1SECTION 1488'-2""DP" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19℄BridgeN0°09'52"WMETAL BRIDGE RAILING(WEST SIDE)METAL BRIDGE RAILING(EAST SIDE)18+80.9318+44.8123+69.1023+32.98ABUT 1
PIER
2
PIER
3
PIE
R
4
ABU
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5
CV LINKTRAIL
B16Scale: 1/8" = 1'12/6/2018 4:44:54 PM, ANSI full bleed D (22.00 x 34.00 Inches)
CONCRETE BARRIER DETAIL - SECTIONS 2,3,4,5 & 7Scale: 3/8" = 1'CONCRETE BARRIER DETAIL - SECTION 6Scale: 3/8" = 1'CONCRETE BARRIER DETAIL - SECTION 1Scale: 3/8" = 1'NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANBRIDGE RAIL DETAILS No. 151'-6 78" PANEL71'-0" PANEL66'-3 1/8" PANEL2'-1114"10'-0"5'-0"10'-0"10'-0"5'-0"7'-412"PANEL 1 INVMODPANEL 1PANEL 2PANEL 3PANEL 3 INVPANEL 2 INVPANEL 1 INVMOD 17'-412"5'-0"PANEL 3 INVMODPANEL 2 INV10'-0"PANEL 1 INV10'-0"PANEL 1 INV5'-0"PANEL 210'-0"PANEL 310'-0"PANEL 3 INV5'-0"PANEL 2 INV7'-412"PANEL 1 INVMOD15'-0"10'-0"PANEL 2 INVPANEL 1 INV10'-0"PANEL 15'-0"PANEL 210'-0"PANEL 310'-0"PANEL 3 INV5'-0"PANEL 2 INV10'-0"PANEL 1 INVWINGWALL AS OCCURSAT SECTION 7B1712/6/2018 4:47:02 PM, ANSI full bleed D (22.00 x 34.00 Inches)
1'-0"1'-0"8"4"FRONT FACE OF CONC.BARRIER PARAPET (TYP.)EDGE OF BRIDGE DECKSYMMETRICAL ABOUT CL OF PILASTEREDGE OF BRIDGE DECK ANDREAR FACE OF CONC. BARRIERPARAPETTYPICAL PILASTER ELEVATIONScale: 1" = 1'-0"TYPICAL PILASTER SECTIONScale: 1" = 1'-0"SECTION Y-YScale: 1" = 1'-0"FLARED END BLOCK SECTIONScale: 1" = 1'-0"2'-3"2'-4"
CONC.
BARRIER
RECESS 1 12"GAP1 12"GAP1'-0"1" RECESS
(TYP.)
1'-0"1 12"CLR.TYP.2" TYP.
6" TYP.
1" TYP.VARIES SEE NOTE 3C OF PILASTERLTOP OFWALKWAYTOP OF CONC.BARRIER1'-0"1 12"GAP1 12"GAP2"±1'-2"4'-7"5'-9"SQUARE PEDESTAL BOLLARD(MODEL #TPS-DC)BY ARCHITECTURAL AREALIGHTING OR APPROVEDEQUALYYNOTE: METAL RAILING NOTSHOWNTOP OF CONC.BARRIER (TYP.)TOP OF CONC. BARRIERRECESS (TYP.)TOP OF WALKWAYFINISHED SURFACE OFBRIDGE DECKBOTTOM SURFACEOF DECK1'-1"2"WWNOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANSECTION W-WScale: 1" = 1'-0"3" TYP.1'-0"10"3" TYP.
VARIES
1" RELIEFTYP.RAILING LOLNO RELIEF(TYP.)#6 @ 6" EACH WAY(EXTEND HORIZBARS 9" INTOPILASTERBRIDGE RAIL DETAILS No. 2SECTION X-XScale: 1" = 1'-0"TOP OF WALKWAYFINISHED SURFACE OFBRIDGE DECKBOTTOM SURFACEOF DECK±1'-2"4'-7"
5'-9"#5 (TOT 4)#3 @ 6" (TYP.)#6 @ 6" EACH WAY(EXTEND HORIZBARS 9" INTOPILASTERNOTE: FOR INFORMATIONNOT SHOWN, SEESECTION Y-Y2" CLR.#61 12"GAP#6NOTES:1.FOR CONCRETE BARRIER DETAILS NOT SHOWN, SEECALTRANS STD PLAN B11-542.FOR CONCRETE BARRIER ARCHITECTURAL TREATMENT,SEE "METAL RAILING DETAILS NO. 3" SHEET.3.FOR FLARED END BLOCK DETAILS NOT SHOWN, SEE"METAL RAILING LAYOUT (WEST SIDE) AND "METALRAILING LAYOUT (EAST SIDE)" SHEETS.XXB18TOP OFWALKWAY12/6/2018 4:48:32 PM, ANSI full bleed D (22.00 x 34.00 Inches)
FLARED END BLOCK AND END PILASTERScale: 1/2" = 1'CONCRETE BARRIER ARCHITECTURAL TREATMENT DETAILScale: 1/2" = 1'PANEL NO. 3 (MOD)PANEL NO. 3PANEL NO. 2PANEL NO. 1 INVERTED (MOD 1)PANEL NO. 1PANEL NO. 1 INVERTED (MOD 2)PANEL NO. 1 INVERTED (MOD 3)PANEL NO. 3 INVERTED (MOD)FIELD PAINT CONCRETE,"SPANISH GOLD" DAVISCOLORS, OR APPROVEDEQUALCONCRETE BARRIER TYPICAL SECTIONScale: 1" = 1'-0"NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLAN10'-0"5'-0"10'-0"7'-412"8'-412"7'-412"7'-412"2'-1114"EDGE OF BRIDGE DECKCONCRETE BARRIER TYPE 26 (MOD)METAL BRIDGE RAILING2" RELIEF1'-0"1" RELIEFNO RELIEFFS OF WALKWAY2'-3"3"6"6"6"2"1"2"2"3"NOTE:THIS DIMENSIONSUPERCEDEDS THAT SHOWNFOR TYPICAL PILASTER ON"RAILING DETAILS NO. 2"SHEET. OTHER DIMENSIONSARE APPLICABLE TO ENDPILASTERFINISHED SURFACE OFWALKWAY4" SQUARE GRIDFOR LAYOUTPURPOSES (TYP.)C OF END PILASTERL2" RELIEF1" RELIEFNO RELIEFLEGENDBRIDGE RAIL DETAILS No. 3B11-54FOR DETAILSNOT SHOWNSEESEEB11-51FOR POSTANCHORAGEDETAIL8"NOTES:1.FOR METAL RAILING TUBE SPLICE AND POST ANCHORAGE DETAILS, SEE CALTRANS STD. PLAN B11-51.2.FOR FLARED END BLOCK DIMENSIONS NOT SHOWN, SEE "METAL RAILING LAYOUT (WEST SIDE) AND"METAL RAILING LAYOUT (EAST SIDE)" SHEETS.B1912/6/2018 4:49:21 PM, ANSI full bleed D (22.00 x 34.00 Inches)
51'-678"1'-412"5'-512"8'-0"8'-0"4'-11"8'-0"8'-0"6'-512"1'-412"24'-912"6'-034"8'-0"8'-0"1'-412"1'-312"3'-1114"3'-612"2'-134"8'-0"7"12'-512"2'-1112"4'-1112"3'-7"71'-0"1'-412"3'-11"1'-412"6'-3"9"4'-712"2'-7"6'-5"3'-034"4'-934"5'-014"2'-834"8'-0"8'-0"1'-412"45°26'-614"2'-6"71'-0"3'-6"
3'-2"8'-0"8'-0"35'-6"35'-6"METAL RAILING DETAIL R-1Scale: 1/4" = 1'METAL RAILING DETAIL R-3Scale: 1/4" = 1'METAL RAILING DETAIL R-2Scale: 1/4" = 1'NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLANBRIDGE RAIL DETAILS No. 4NOTES:1.ALL LAYOUT DIMENSIONS ARE MEASURED ALONG BARRIER.2.ALL DIMENSIONS MEASURED TO ℄ OF MEMBERS.3.METAL RAILING TO BE POWDER COATED A NATURAL RUST COORWHICH IS APPROVED BY THE ENGINEER PRIOR TO ITS APPLICATION.4.UNLESS OTHERWISE SHOWN, CLEAR SPACING BETWEEN ADJACENTPARALLEL RAIL MEMBERS SHALL BE UNIFORM AND NOT EXCEED 7".5.FOR METAL RAILING TUBE SPLICE AND POST ANCHORAGE DETAILS,SEE CALTRANS STD. PLAN B11-51.B2012/6/2018 4:50:11 PM, ANSI full bleed D (22.00 x 34.00 Inches)
1'-412"3'-3"7'-4"4'-8"8'-0"8'-0"8'-0"1'-10"3'-212"8'-212"4'-912"8'-0"1'-412"3'-212"2'-212"2'-6"71'-0"8'-0"2'-7"66'-318"8'-0"8'-0"1'-412"1'-412"8'-0"7'-4"8'-0"4'-11"3'-3"8'-0"8'-0"K-CONNECTION DETAILINTERMEDIATE POST DETAILTYPICAL METAL RAILING DETAILSScale: 1" = 1'END POST DETAILTOP-CONNECTION DETAILMETAL RAILING DETAIL R-4Scale: 1/4" = 1'METAL RAILING DETAIL R-5Scale: 1/4" = 1'NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-0788BM = NGS AH9136DATUM: NAVD88SEE FOUNDATION PLANFOR DETAILSSEE FOUNDATION PLAN2"X2"X14" STEEL TUBING1"X1" 11 GA. STEELTUBING (TYP.)TOP OF CONC.BARRIERPROVIDE MINIMUM GAPREQUIRED FOR WELDING2"X2"X14" STEELTUBING14" CAP PLATE1"X1" 11 GA. STEELTUBING (TYP.)2"X2"X14" STEEL TUBING14" CAP PLATE2"X2"X14" STEEL TUBING7" CLR.MAX. TYP.2'-6"1"X1" 11 GA.STEEL TUBING(TYP.)2"X2"X14" STEELTUBING14" CAP PLATETOP OF CONC.BARRIER2'-6"END OFCONCRETE14" CAP PLATE7" CLR.MAX. TYP.BRIDGE RAIL DETAILS No. 5TYPTYPGGTYPGGTYPTYPTYPGTYPGGTYP45°1"X1" 11 GA. STEELTUBING (TYP.)TYPTYPTYPTYPGTYPGTYPTYPSEE NOTE 6SEE NOTE 6TYPICAL METAL RAILING DETAILSScale: 1" = 1'NOTES:1.ALL LAYOUT DIMENSIONS ARE MEASURED ALONG BARRIER.2.ALL DIMENSIONS MEASURED TO ℄ OF MEMBERS.3.METAL RAILING TO BE POWDER COATED A NATURAL RUST COORWHICH IS APPROVED BY THE ENGINEER PRIOR TO ITS APPLICATION.4.UNLESS OTHERWISE SHOWN, CLEAR SPACING BETWEEN ADJACENTPARALLEL RAIL MEMBERS SHALL BE UNIFORM AND NOT EXCEED 7".5.FOR METAL RAILING TUBE SPLICE AND POST ANCHORAGE DETAILS,SEE CALTRANS STD. PLAN B11-51.B2112/6/2018 4:51:46 PM, ANSI full bleed D (22.00 x 34.00 Inches)
35354
040
45
45
50
50
5560
62
63
4
5
4550
505555
45406055
42
333331
BldgSD OutletPPConcParkingDITransf PadLtgWallConc
Wal
l
Grouted RSPGrouted RSPConcConcConcConcSWSW48
4452
55 626361
536058
Dirt Rd 18192021222324B-1B-2B-3B-4B-5PLANScale: 1" = 40'"DP" LineN0°09'52"WEB 23+48.2BB 18+68.2EL 65.88EL 65.19CV LIN
K
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A
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CV LINK TRAIL
LOG OF TEST BORINGS No. 1B23NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-078818°18°18°18°18°℄BridgeN0°09'52"W℄Pier
2
℄Pier
3
℄Pier
4
Note:1. Sampling was accomplished using a CME 75, 140-lbauto hammer dropping 30 inches in accordance withASTM D-1586.403020100-10-20-30-40-50-6050403020100-10-20-30-40-50-60Elevation in FT (MSL)-70-7050Elevation in FT (MSL)2.431228"7B-1Alluvium (Qal)34 44.3'15Fine-grained Silty Sand (SM) - light brown, medium dense, slightly moist(alluvium)Silt (ML) - olive brown, medium stiff, moist2.442-512.4111.4same as above (SM)-PIFine-grained Sand with Silt (SP/SM) - light brown, dense, slightly moist2.4same as above (SM)1.41217-Sandy Silt (ML) - light olive brown, medium stiff, slightly moist to moistFine-grained Silty Sand (SM) - light brown, medium dense, moist2622.41.433Clayey Silt (ML) - brown to olive brown, medium stiff, moist, in sharpcontact with Sand (SP) - light brown, dense, slightly moistSilt (ML) with laminated Clayey Silt (ML) in sampler tip - brown to olivebrown, medium stiff, moistLaminated Clayey Silt (ML) to Silty Clay (CL) - olive brown to brown, stiff,moist291.444-27Fine-grained Silty Sand (SM), Sandy Silt (ML) and Silt (ML) - light brownto brown, dense/stiff, moist, 4"-6" thick beds242.42.4121C292.4Fine-to medium-grained Sand (SP), fine-grained Sand (SP) andmedium- to coarse-grained Sand with Gravel (SW) - tan, dense, slightlymoist, 3"- 4" layers39C8952.4401201.4Silt with some Clay (ML) and fine-grained Silty Sand (SM) - olive brown tolight brown, very stiff/dense, moist1.454Fine-grained Sand (SP) with trace Silt and scattered pebbles - light brown,very dense, slightly moistFine- to coarse-grained Sand (SW) with some Gravel - light tan, verydense, slightly moist10-13-14Boring terminated at ~ El.= -57.1 ft.1357213710115129811713131.4-13same as above, (ML) and (ML/CL), medium stiff, moistPI31161-3-8"B-2 44.0'141.4-1412.4Alluvium (Qal)Fine- to medium-grained Sand with some Silt (SP-SM) - light brown, slightlydense, dry, with laminated Silt (ML) in sampler tip - light gray, medium stiffFine- to medium-grained Sand (SP) with some Silt - light brown, mediumdense, dry to slightly moist201.4Very fine-grained Sand with some Silt (SM) - light brown, medium dense,slightly moist, contains 1.5" thick Sandy Silt (ML) bed-2262.4Laminated Silt (ML) and fine-grained Silty Sand (SM) - olive brown to brown,medium stiff/medium dense, moist, 4"-6" thick beds111.4-19Clayey Silt (ML) - olive brown, slightly stiff, moist, occasional orange mottling402.4Fine-grained Sand (SP) - light brown, medium dense, moist161.4-10Fine-grained Silty Sand (SM) and Sandy Silt (ML) - light olive brown, mediumdense/ medium stiff, moist502.4Fine- to medium-grained Sand (SP) with olive brown Clayey Silt (ML) rip-upclasts - light gray, very dense, moist191.4-4Fine-grained Sand with some Silt (SP/SM) - light brown, medium dense,moist with Silt (ML) in sampler tip312.4Fine-grained Sand (SP) with some Silt w/ 3" thick olive brown, mottled ClayeySilt (ML) lens - medium dense, moist to very moist-Laminated Clayey Silt (ML) to Silty Clay (CL) - olive brown to brown, stiff,moist201.4122.4Gravelly Sand (SW) grading to fine- to medium-grained Sand (SP/SW) -light gray, dense, moist4414251.421-1.4Fine-grained Silty Sand (SM) with 5" thick lens of Clayey Silt (ML) - lightbrown to olive brown, medium dense/stiff, moist1.461Fine- to medium-grained Sand (SW) - light brown, very dense, slightly moistFine- to medium-grained Sand (SW) - light gray to light brown, grading tomedium- to coarse-grained Gravelly Sand (SW) - dense, slightly moist to moist10-13-14Boring terminated at ~ El.= -57.5 ft.1162319341041181212032161242-3-DS608"B-3 53.1'102.41155161.4Alluvium (Qal)Fine-grained Sand with some Silt (SP/SM) - light brown to tan, slightly dense,slightly moistsame as above (SP/SM) - very thinly bedded172.4Interbedded fine-grained Sand (SP) and Silt (ML) - light brown to brown, mediumdense/medium stiff, slightly moist to moist10912121.4Fine-grained Sand with Silt (SP/SM) with 5" thick Sandy Silt (ML) bed - tan tolight brown, slightly dense / medium stiff, slightly moist to moist, laminated sands252.41147Fine-grained Sand with Silt (SP) and fine-grained Silty Sand (SM) - light brown,medium dense, moist201.4Fine-grained Sand with some Silt (SP) - tan, medium dense, slightly moist,faintly laminated322.41054Fine-grained Sand (SP) - tan, medium dense, moist221.4Fine- to medium-grained Sand (SP) with some Silt - light brown, mediumdense, moist, occasional rust orange oxidation mottling282.41116Silty Sand (SM) and Clayey fine-grained Sand (SC) - light brown to olivebrown, medium dense/medium stiff, moist181.4Silt with Clay (ML) - olive brown, stiff, moist, mottled; grading to Sandy Silt(ML) - light brown120Fine- to medium-grained Sand (SW) with widely scattered small gravel -light tan, medium dense, moist562.4301.4Fine- to medium-grained Sand (SP) with widely scattered small gravel -light brown to tan, dense, slightly moist344411.429-1.4Medium- to fine-grained Sand (SP) - light gray, dense, moist; 2" thick Silt(ML) in sampler tip1.417Clayey Silt (ML) to fine-grained Sand with Silt (SM) - olive brown to lightbrown, medium stiff, moistInterbedded Silt with some Clay (ML), Sandy Silt (ML), Clayey, fine-grainedSand (SC) and fine- to medium-grained Sand (SP) - olive brown to brown tolight gray, medium stiff/medium dense, moist10-14-14Boring terminated at ~ El. = -68.4 ft.-61-2--3-53-15-25-SVSV1.45231.4403Fine-to medium-grained Sand with widely scattered gravel (SW) - lightbrown, dense to very dense, slightly moistClayey Silt (ML) to fine-grained Sand with Silt (SM) - olive brown to lightbrown, medium stiff, moist--ProfileScale: 1" = 10' V
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LOG OF TEST BORINGS No. 2B24NOT FOR CONSTRUCTIONBENGAL ENGINEERING250 BIG SUR DRIVE, GOLETA, CA 93117(805) 563-078818°18°18°18°18°℄BridgeN0°09'52"W℄Pier
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Note:1. Sampling was accomplished using a CME 75, 140-lbauto hammer dropping 30 inches in accordance withASTM D-1586.403020100-10-20-30-40-50-6050403020100-10-20-30-40-50-60Elevation in FT (MSL)-70-7050Elevation in FT (MSL)8"B-5 46.3'281.4-4282.4Earth Fill (ef)Fine-grained Silty Sand (SM/ML) - light brown, dense, slightly moist, occasionalbit of trash, poor recoveryFine-grained Sandy Silt (ML) and laminated Silt (ML) - light brown to brown,medium stiff, slightly moist101.4Fine-grained Sand (SP) with some Silt - light brown to tan, slightly dense,slightly moist-8222.4Fine-grained Sand (SP) in sharp contact with Silt (ML) with some fine Sand - tanto olive/olive brown, medium dense/medium stiff, slightly moist to moist221.4-2Fine-grained Sand (SP) with some Silt - tan, medium dense, slightly moist222.4Fine- to medium-grained Sand (SP) - tan, medium dense, slightly moist261.4-2same as above (SP)492.4Laminated Silt (ML) in sharp contact with fine-grained Sand with little Silt(SP) - brown to olive brown to light tan, medium stiff/medium dense, moist231.4-6Very fine-grained Silty Sand (SP/ML) grading to Sandy Silt (ML) - lightbrown to brown, medium dense/medium stiff, moist362.4Silt with some Clay (ML) - olive brown, medium stiff, moist, mottled-Bedded Silt (ML) grading to Silty with some Clay (ML) and very fine-grained SiltySand (SM/ML) - light tan to brown/olive brown, medium stiff/medium dense,slightly moist to moist131.4292.4Fine- to medium-grained Sand (SP) - light tan to light gray, very dense, slightlymoist9234501.451-1.4Fine- to coarse-grained Sand (SW) with scattered small Gravel - light tan, verydense, moist1.434Fine-grained Sand (SP) - tan, dense, slightly moistsame as above (SW) and Sand with Gravel (SW) - light tan, very dense, moist10-15-14Boring terminated at ~ El. = -75.2 ft.1188151172119111611118511729-5-1.43461.4647Medium- to fine-grained Sand (SP) with interbeds of coarser Sand with Gravel(SW/GW) - light tan, very dense, slightly moistMedium- to coarse-grained Sand (SW) with scattered, small Gravel - light tan,very dense, slightly moist--ProfileScale: 1" = 10' V8"B-4 43.9'51.4-302.4Alluvium (Qal)Sandy Silt (ML), Silt w/ Clay (ML) and fine-grained Sand with Silt (SP/SM) - dark brown tolight brown, slightly dense/slightly stiff, moist, mottled with occasional rootletFine-grained Sandy Silt and Silty Sand (ML/SM) - light olive brown, medium stiff, moist51.4Silt with some Clay (ML) with 3" thick Silty Clay (CL) seam - olive to olive brown, slightlystiff, very moist to wet9372.4Silt with some Clay (ML) in sharp contact with fine-grained Silt with some Sand (ML) - lightbrown to olive brown, slightly stiff, very moist81.4-36Laminated Clayey Silt (ML) with 3" Silty Clay (CL) seam - olive brown to brown, mediumstiff, very moist2.4Fine-grained Silty Sand / Sandy Silt (SM/ML) - light olive brown, medium dense / mediumstiff, moist; in sharp contact with olive brown Silt with Clay (ML)161.4-22Fine-grained Sandy Silt (ML/SM) in sharp contact with fine-grained Sand with Silt (SP) -brown to light brown, medium stiff, moist662.4Fine-grained Sand (SP) - light brown, dense, slightly moist201.4Sandy Silt (ML) in sharp contact with Clayey Silt (ML) - light brown to brown and olive,medium stiff, slightly moist to moist282.4Fine-grained Silty Sand (SM) - light brown, medium dense, moist; with 4" thick brown Silt bedor lens-Laminated Clayey Silt (ML) - olive brown, medium stiff, very moist to wet281.4182.4Fine- to coarse-grained Sand with scattered gravel (SW) - light gray, dense, slightly moist7034141.445-1.4Mottled Clayey Silt (ML) - olive brown, medium stiff, moist2.441Fine- to medium-grained Sand (SP/SW) with scattered Gravel - tan, very dense, slightly moistInterbedded Silt with some Clay (ML), Sandy Silt (ML), Clayey, fine-grained Sand (SC) andfine- to medium-grained Sand (SP) - olive brown to brown to light gray, medium stiff/mediumdense, moist10-15-14Boring terminated at ~ El. = -77.6 ft.-283-10-1175123345110141253-SVSV1.44031.44810same as above (SP) - dense, moistCSilty Sand (SM) gradiing into 12" thick Sandy Silt (ML) in sharp contact with fine-tomedium-grained Sand (SW) with scattered Gravel - orange brown to olive brown to light gray,medium stiff to dense, moist---80-80SVPICCSVHYSVDSAlluvium (Qal)DSDSPI