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HomeMy WebLinkAboutR_5979_SINDEX OF SHEETS DESCRIPTION SHEET NO. I 2-4 5-6 7 8 9-19 20-34 35-42 43-53 TITLE SHEET TYPICAL CROSS SECTIONS STANDARD PLANS LIST CONSTRUCTION STAKING SURVEY KEY MAP ANO LINE INDEX LAYOUTS PROFILES CONSTRUCTION DETAILS CONTOUR GRADING COUNTY OF ORANGE TRANSPORTATION CORRIDOR AGENCIES PROJECT PLANS FOR CONSTRUCTION ON SAN JOAQUIN HILLS TRANSPORTATION CORRIDOR STATE ROUTE 73 DIST COUNTY 12 Oro ROUTE POST MILE TOT AL PROJECT ""'' 73 20.0 -22.0 2BtJ 54-157 DRAINAGE PLANS. PROFILES. DETAILS ANO QUANTITIES IN AND NEAR IRVINE IN ORANGE COUNTY FROM I. 5 MI LES NEWPORT COAST DRIVE SOUTH TO 0.4 UNDERCROSSING Ml LE NORTH X ' ( 158-170 171-178 179-204 205-213 214-226 227-229 230-241 242-261 262-264 265-288 113 &132 EDGE DRAIN PLANS ANO QUANTITIES UTILITY PLANS STAGE CONSTRUCTION ANO TRAFFIC HANDLING PLANS DETOUR PLANS PAVEMENT DELINEATION PLAN, DETAILS ANO QUANTITIES SUMMARY OF QUANTITIES SIGN PLAN, DETAILS ANO QUANTITIES SIGNAL ANO LIGHTING STRUCTURE PLANS NEWPORT COAST DRIVE UC BR. NO. 55-759L BR. NO. 55-759R NEWPORT COAST DRIVE TUNNEL TUNNEL NO. 55-759S WILDLIFE UNDERCROSSING CROSS SECTIONS SHEETS NOT USED OF CONTRACT S90-19 SECTION 3.2 To be supplemented by Caltrans Standard Plans FINAL SUBMITTAL MARCH 21, I 994 LIMIT OF WORK <NEWPORT COAST DRIVE> ." NCO' 173•30. 79 dated July, 1992 i ---------- I • END SECT I ON 3. I BEGIN SECTION 3.2 •~ 73' 950+00 PM 20.0 The Contractor Shall Possess The Closs <Or Classes> Of License As Specified In The ·Notice To Contractors•. l<LI: ll)o ••••••••••••••· .. ••dQl'l~e•••••••••• .. 1 .. •••· l"LOT D ... Tli.o •·•·•••ytlffl••••••• P£N TA.81.[1 ••-t-•• SCALE IN FEET <100 200 0 -400 ;---- 'NCO-I" NEWPORT COAST DRIVE TUNNEL No. 55-759 S 800 LIMIT OF WORK !NEWPORT COAST DRIVE> • NCO' 207•00. 75 - -- - FOR REOUCEO PLANS o .-,1')1r-1~IAI <:r-A1 I:' O<: IM IMr-ul:"..-I 2 ' ' ' LOCATION MAP END SECTION 3.2 BEGIN SECTION 3.3 'Cl 73' 1054+00 PM Newport Coast SB Exit RO'llp Toi I Plaza NEWPORT OAT ORIV UN BRIDGE No. 55-759 L,R 1050 Newport Coast NB Entry Ranp Toi I Plaza IRVINE ProJect Enolneer ReoTstered Clvll Enolneer- GREINER, INC. 22.0 12<11 EAST OYER ROAD, SUTE 250 SANTA ANA, CALIFOfNA 92705·560S Plans Approval Dot• Prepared for: CALIFORNIA CORRIDOR CONSTRUCTORS Prepared By: DE LEUW CATHER, Two Venture, Suite 550 • Irvine, Collfornlo 92718 (714) 453-0220 INC. Cootroct No. S'Ml-~ i ROUTE 73 I ADT (2010) T V DHV D . South Sect I om North Sect I om . 2Y. a. m. 4¼ p.m. . 70 mph . South Sect I om North Sect I om . 81¾ o.m. 61¼ p.m. 105,000 130,000 10,500 13,000 OfST COUNTY ROUTE ,lr'il.' ~.?er ~-' --~~!!~ 12 Ora 73 20.0 -22.0 2, :ee REGISTERED ~"''!!!it ~ @ §111a, 1. D11M1 ~ PLANS APPROVAL DATE iG(:., cu 13, J"-t-~='--'==='-----'\\" • .y E-o 12/311\f j • - GREINER, INC. ~~"' 1241 EAST DYER ROAD, SUI TE 250 ~ °' C"-11 SANTA ANA, CALIFORNIA 92705-5605 R/W R/W I • NB' 10' i • sa· ~ 10' "' .. .. 0 a: "' C) .. z -.. ::0 .. u "' -, . 0 f .. u .. a: ... ,- "' 0 ... d 10' 18' 10' 48' Mln Min Shld Shld Vories 15'-34' varies 88' -126' 7' Vories I Varies 21' -46' I 32' -47' ' 36' Ohio 10' Shld 18' Min 10' Min 1 5 , i--i.-~ge -! ... 5'1 /"'~etch Point ! / Point ~,----, 5¼ ! ~ n ?, t I rPG 'Z.' \ ;:w< 0< <~-f-';;;;;:;'~-;;;;;;;;;;;;.;;;!;;;;;;;;;;;;;;~;;;;;;;;;;~;;;;;;;;;;;;j-==:.,';F""-~Max I I¼ 2¼ ,/ ! 2;. 5;. 5, ~,o PG\ 2¼ J - \_ ,, ,/ oundtno Type A Drain _/ • s D I I' Earth Berm --ee eta r On Sheet X-3 o. 60' AC <Type Bl See Deta 11 A HP ~--------------10,25' ATPB 1-------------~ On Sheet X-3 Rounding 0. 70' CL 2 AB See Detol 1 On Sheet X-3 See Oetol I A On Sheet X-3 R/W Sta Sta Sta Sta 10' Min SOUTHBOUND 949•62.61 988•05,83 1021•23,74 1040•89.91 18' Min (Ahl To Sta To Sta To Sta To Sta 10' Shld 1:::1,_Lo/.,; J' : ____ 7 _,. w ,,.,. , 1 Mox OG Rounding MAINLINE (Q TANGENT NORTHBOUND 956•55.68 Sta 950•00.00 !Ahl To Sta 957•23.51 Sta 950•32.52 !Ahl To Sta 956•97.24 997•74, 11 Sta 987•57. 68 1028•14.68 Sta 1021 •04. 60 1054•19. 74 !Bkl Sta 1041•70.17 'SB' 48' i 10' Shlo Vories 7' I 5'-34' - ! 4¼ Mox I¼ -' ' "'t : See Oeto I I A ~ .. ___ .,,/ To Sta 997•94.21 To Sta 1028•13. 37 To Sta 1054•00.00 Cl ROUTE 73 I Vnrl""'"' oa• -,.,c;, var lei:: I Vories 21' -46' j 4' -'--o 32'-47' Hlnoe I Point ' <,, I See Sta 986•95.90 Sta 1020•93.69 Sto 1040•57.67 'NB' 10· l Shld To Sta To Sta To Sta 36' 998• 18. 72 1028•27.68 1053•71.69 <Bk> 10' Shld Mox i Note 4¼ rPG No 9 Mox { I 4¾ Max 5¾ 5¾ I 18' Min 10' Min Catch Point OG'\_.,- / R/W NOTES• I. Dimensions Of The Structural Sections Are Subject To Tolerances Specified In The Standard 2. 3. 4. 5. 6, 7. 8, 9 . 10. I I. 12, Spec If I cat Ions. Superelevatlons As Shown Or As Directed By The Enolneer. For Locatlon Of AC Dikes, Side Gutters And Guard Roi Is See Layout & SUT1T10ry Of Quantity Sheets. Area Behind Type C Dike To Be Backfl lied At A 10, I Slope Toward Dike. For Dike Detalls See Sheet X-3. The Typlcal Dike Detol IS Shown -On Sheet X-3 Apply To SJHTC Molnllne And Ranps Only. When Dike Details Are Used For Ranps, Superelevotlon Con Exceed 4¼. All EdQe Drains Are To Be Located At The Low Side Of The Pavement Section. For Location Of EdQe Drains See Edoe Drain Plans. Suborade Mlnlnun R•50 For A Depth Of 2,45 Feet For Malnllne And 2.90 Feet For Ranps. I¾ If Cross Slope Drains Away From Median, SY. If Cross Slope Drains Into Median. Top Lift Of AC To Be Carried Under All Dikes And In Side Gutters, • O. 2'. For Structural Section Dralnooe At The Hloh Side On Pavement See Standard Pion D-99A, Type V Structural Section Dralnooe System. Roadway Gore Areas And Super Transition Locations Are Not Represented By Typlcol Cross-Sections See Detol I On Sheet X-3 -HP On Sheet X-3 Type A Drain o. 60' ~------------j o. 25' o. 70' ""-=~t=-=!..a==-7i::_:.:::!~:::~·;:~~~~~~~:::::::::::~~i,~-=-~-~~~-~--~. ~"~1°:_,. Type A Drain , ~ I' Earth Berm See Detail A _/---H_P_,' ---1~,~S~lo_p_e-,,1,---.£◊:~•. AC (Type Bl On Sheet X-3 ATPB CL 2 AB RoundlnQ See Layout And Wal I Sheets For Retalnlno Woll Locations And Detolls. 10' Mlnlnun Slope Roundlno At Restricted R/W Locations Only. Use Cut/FIi I Slope Roundlno Details Shown On X-3 At Al I Other Locations. I 111 SOUTHBOUND Sta 956•55.68 Sta 997•74, 11 Sta 1028•14,68 "-1 Oi •••••••••••••••••••~c•••••••••••u•••••• l'l.OT 0.t.TI, H•H••:,tl-HHH P'l:H TAik.Et Hpent-H To STO 988•05.83 To Sta 1021•23. 74 To Sta 1040•89.91 MAINLINE (Q SUPERELEVATION Sta 957•23.51 To Sta 987•57.68 Sta Sta 997•94.21 To Sta 1021•04.60 Sta Sta 1028•13.37 To Sta 1041•70, 17 Sta FOR REDUCED PLANS 0 tmlr.lNIII C:.r'AI I=' tc:. IN INl"'l#C:. ' NORTHBOUND 956•97.24 To Sta 986•95.90 998• 18. 72 To Sta 1020•93.69 1028•27.68 To Sta 1040•57.67 2 ' ' ' See Detal 1 On Sheet X-3 15. Structural Sections Are Continuous From Station To Statton Except At Brldoes And Tunnel. See Brldoe Plans For Brldoe And Tunnel Oetalls. TYPICAL CROSS SECTION NO SCALE FINAL SUBMITTAL MARCH 21, 1994 X-1 SECTION 3.2 Ir•• ,., ...... .., I .. ,,.. ... r' ...... Q "' ► ~ m Q "' "' 0: !!! "' > ,-. "' .. 0: Q "' ,-. .. a: "' " .. z a: ---,c " "' ,-. .. "' u Q "' ... , i ,.; .. .. u .. II R/W 11' -23' HP 2• I or Flatter Type 2• I or Flatter < I. 5• I Under Bridge> OG HP Type R/W R/W 8' Shld 11' 8' 3' Shld Vor 27' PG i I ' 5' I 5' IO'• Median I Vor 27' -39' -2.2r. 2. 2:r.- 6• I 6• I 0.40' AC <Type B> I. 55' CL 2 AB O. 40' AC <Type I. 55' CL 2 AB NEWPORT COAST DRIVE • NCO' 196+88. 40 to 207+00. 75 • New Pavement In Median Sta 205+80. 00 to 207+00. 75 Var 40' 27' i I 5' Var 5' -19' IO' -24' Median 5'-10.8' -I ' Var PG O' -6' Var Var 51' -64' Var 26' -39' 8' Shld 2.2¼ - 8' Shld • 1.7, 2,2¼ & Var---. 0.40' AC (Type B> I. 55' CL 2 AB 0.40' AC <Type B> I, 55' CL 2 AB NEWPORT COAST DRIVE 'NCO" 185+40. 00 to 196+88. 40 • New Pavement from Sta 189•08, 40 to 196+88. 40 Var 51' 14' 24' Median 4. 8' ! 19' 10. 8' Var 60' & Var 51' R/W I I' -23 OG Or Flatter Type D Dike R/W 11' -23 OG 2• I or Flatter Cl.51 I Under Bridge) HP Type D Dike R/W ,,1£0G ,,,,✓ OG\ I 1'11----------3E~E~==::::: "".:::;;=--r:::==========-=-= __ ,_J} _ _.., ~/ ,_________ _/,,,,,..__ :::r 0.40' AC (Type I. 55' CL 2 AB NEWPORT COAST DRIVE 'NCO' I 73•30. 79 to 185+40. 00 FOR REDUCED Pl.ANS O I ,Slope, I RoundlnQ See Detol I on Sht X-3 I HP Catch Point OG~ Catch Point 2 --~---- I.slope, I RoundlnQ See Detol I on Sht X-3 HP ~E ll)f •••••••••••••••••••don-•••••••••••n•••••• flt.OT OAT(, •••••••y-tr,,.,u,,,, P'£N Tll.lll.E, ,,p.,,t-•• ORIGINAi SCAI f;: IS IN INCHFS I I _ _l ___ I 5' 5' Romp i 4' Var 12'-28' Shld PG Var las + 12¼ to -12¼ - 3'. 8'& var Shi Var +12% to -12¼ ,,, .. ---...... DIST COUNTY ROUTE TO~T 12 Ora 73 20.0 -22.0 REGISTEREDC~ ENGINEER PU.NS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 See eta I ,o, { ~ Catch Point I ---\ On Sht X-3 [:LI-;.-'\_- \ o OG ,z,• HP 0. 45' AC <Type B> 0.25' ATPB 0, 40' CL 2 AB Rounding See Oetol I on Sht X-3 RAMP e SUPERELEVATION Romp i 4' Var 12'-29' Shld PG 2¼ 2¼ -- 3', 8'& Var hi 5¼.2¼ & Var , .... --... , , - ' ' ' ... ___ .... o. 45' AC ' ' ' , , , <Type 0.25' ATPB 0.40' CL 2 AB Bl I ,s I ope, I Rounding See Detol 1 Sht X-3 I datch Point I RAMP e TANGENT TYPICAL CROSS SECTION NO SCALE FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 cu 12332 EA 102540 X-2 ;,;► ► ..... .. ... 0 ..... 0 :l~ "' " U-u -'"' "' ...... :,: uo u 0: "' <> .. z a: --.. " "' ... ... "' u 0 i ... .; .. u ... HlnQe Point 5' 4Y. Mox =---- Ede of Shld So Mox - FI LL, HIGH SIDE 5' Ede of Shld Hlnc;ie Point 5¼ --= 'I, ,, ~+ Type D Dike FILL, LOW SIDE, NO GUARD RAIL Guard Roi I Hlnoe Point 5' Edge of Shld Type A Dike, Guard Roi I HlnQe Point 5' Edge of Shld So Mox - FILL, HIGH SIDE, WITH GUARD RAIL 5' Ede of Shld 4¼ Max 47. Mox ---.:::-__ "!'"_ ::---. Hlnc;ie Point ~ ,I , Typs A Dike CUT, HIGH SI DE, WI TH SIDE GUTTER OG\ (If Dike Is In Front of Guord Roll Flore, use Type C Dike) ----------\ -- FILL, LOW SIDE, WITH GUARD RAIL 5' Ede Of Shld 5¼ ------ Shoulder AB -..I 12·!-- DETAIL A 9• F 11 ter Fabric 3' Dlo. Slotted Plostlc Pipe 50' MAX 50' MAX Catch Point --------- II SY, A --...,,, --= MAXIMUM CUT SLOPE ROUNDING Hlnoe Potnt Type D Dike CUT, LOW SIDE .... ( lth••H•HHH•H•fH•dQl'>---etHH ............. . Pl.OT OAT&. tHHt,,.H-tHHt l"l:M TA.Bl.Ito ttp.,ntotMeH FOR REDUCED PLANS ORIGINAL SCALE rs IN INCHrS 0 2 ' I I I PLAHS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE SANTA ANA, CALIFORNIA 92705-5605 30' Slope RoundlnQ (10' Min In Constrained R/W Locations> 15' 15' TYPICAL FILL SLOPE ROUNDING 30' Slope Roundtno <10' Min. In Constrained R/W Locations> 15' 15' OG Catch Point~ I \ ---------t----~---__ )--.......... ,,,..-_ .. ,,,...,.,,.,,. 1(.0( ,o• o< ~ TYPICAL CUT SLOPE ROUNDING TYPICAL CROSS SECTION NO SCALE FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 ~ .. '-:> '.2.:2.? ',., ... .-",..._ X-3 GENERAL ROAD WORK MISCELLANEOUS • AIOA Abbreviations • AIOB Syni)'ols ■ A20A Pavement Markers and Traffic Lines. Typlcol Typlcol Typlcol Detol IS ■ A20B Pavement Markers and Traffic Lines, Deto.l Is ■ A20C Pavement Markers and Traffic Lines, Detot Is ■ RSP A2f}() P"'"'1ltlfl 1/ortsrs Qlld Traffic UntJS, TyplcaJ Ot!lalls ■ A24A Pavement Morktnos-Arrows ■ A248 Pavement Morktnos-Arrows □ A24C Pavement Morklnos-Synt,ols and Nunerols ■ A240 Pavement Marktnos-Words □ A24E Pavement Marktnos-Words and Crosswalks ■ A35A Portland Cement Concrete Paving Detolls □ A62A Excavation and Bockflll-Mlsce11oneous Oetalls D A62B Limits of Payment for Excavation and Bockfll I Brldoe-Surcharoe ■ A62C D A620 ■ A62E and Wal I Limits of Payment for Excavation and Bockfl I I-BrldQe Excavation and Bockflll-Concrete Pipe Culverts Excavation and Bockfl I I-Cast-In-Place Reinforced Concrete Box and Arch Culverts □ A62F Excavation and Bockflll-Metal and Plostlc Culverts ■ A73A ■ A738 ■ A73C ■ A74 ■ A75A ■ A758 D A75C 11 A77A ■ A77B ■ A77C ■ A77D ■ A77E ■ A77F ■ A77G ■ A77H ■ A771 ■ A77J 0 A77K 0 A78A D A78B D A78C 0 A78D D A78E D A78F D A80 D A81 0 A83 ■ A85 D A86 ■ A87 D C7A D C7B D C7C D C7D D C7E D C7F D C7G Markers Markers Dellneotors. Channelizers and Barricades Survey Monunents Concrete Barrier Type 50 Concrete Barrier Type SOE Heodllght Glore Screen Metal Bean Guard Roi I Ing Metal Bean Guard Rolllno-Standard Hardware Metal Bean Guard Roll Ing-Posts and Blocks Guard Roi I Flores Guard Roll Flores Metal Bean Guard Ralllno-Mlscerlaneous Detolls Guard Roll End Anchors <Breakaway> Guord Rat I End AnchOrs <Breakaway Hardware> Barrier and Guard Roi I End Anchors Guard Rall Connections to Bridge Rolls. Retaining Wal Is and Abutments Guard Roll Connections to Bridge Sidewalks and Curbs Thrle Bean Barrier Thrle Bean Barrier-Standard Hardware and Mlscellaneous Oetalls Thrle Bean Borrter-End Anchors Thrle Bean Barrier Connection to Concrete Barrier Type 50 Thrle Bean Barrier Connections to Bridge Rolls Thrle Bean Barrier Connections to Bridge Curbs, Retaining Wal Is and Abutments Thrle Bean Barrier Emergency Passageway Crash Cushion, Sand FIiied Portable Scale Pod and Approach Slob Oetol Is Chain Link Fence Barbed Wire and Wire Mesh Fences Curbs, Dikes and Driveways CRIB WALLS Reinforced Concrete Crib Wal I-Battered Wal Is-Types A.Band C Reinforced Concrete Crib Wal 1-Battered Wal Is-Types O,E and F Reinforced Concrete Crib Wal 1-vertical Walls-Types A,B and c Reinforced Concrete Crib Wal I-Vertlcol Wal Is-Types D.E and F Reinforced Concrete Crib Wal I-Types A,B,C,D,E and F Header and Stretcher Detol Is Design Doto for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Crib Wal I Foundation Pressure- Vertlcol Wal I D CSA Steel Crib Wal I-Construction Detolls D CSB Steel Crib Wal I-Design Doto D csc Steel Crib Wal I-Design Doto 0 C9A Tlrrber Crib Wal 1-Types A,8,C and D D C9B Tlrrber Crib Wal 1-Types A,B,C and D Design Doto ■ D72 ■ D73 D D74A D D748 ■ D74C ■ D75 ■ D77A ■ D77B 0 D77C D D78 ■ D79 D • D80 D D81 D D82 D D84 D D85 D D86A ■ D86B D D86C • □ D87A D D878 ■ D87C ■ D88 D D88A ■ D89 D D90 D D93A D D938 ■ D93C ■ D94A ■ D94B D D95 ■ D97A ■ D978 ■ D97C ■ D97D ■ D97E ■ D97F ■ D97G ■ D97H ■ D98A ■ D98B ■ D99A ■ D99B ■ D99C ■ D99D 0 HI 0 H2 0 H3 D H4 0 HS 0 H6 D H7 D HS ■ Tl ■ T2 ■ T3 DRAINAGE Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Drainage Inlets Oetal Is Pipe Inlet Grote Oeto I Is Blcycle Proof Grote Detal Is Alternatlve Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressions Precost Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Slngle Box Culvert Cost-In-Place Reinforced Concrete Double Box Culvert Cost-In-Place Reinforced Concrete Box Culvert Mlscel laneous Detol ls Box Culvert Wlngwat Is-Types A,B.C Box Culvert Wlngwal Is-Types D and E Box Culvert Warped Wlnowol IS Pipe Culvert Headwalls, Endwol Is and Warped Wlnowol Is Arch Culvert Headwalls, Endwolls and Warped Wlngwol Is Overslde Drains Overslde Drains Underdrolns Construction Loads on Culverts Strut Oetolls for Structural Steel Plate Pipes, Arches, and Vehlcular Undercross1ngs Pipe Heodwal Is Pipe Culvert Headwalls, Endwolls and Wlngwal Is-Types A,B and C Pipe Riser Connections Pipe Riser with Debris Rock Cage Metal ~nd Plastic Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Metal Pipe Coupllng Detalls No. I-Annular Coupllng Bond Bar and Strap and Angle Connectors Corrugated Metal Pipe Coupllng Detolls No. 2-Hot Bond Coupler and Flange Detalls Corrugated Metal Pipe Coupllng Oetalls No. 3-Hellcol and Unlversal Couplers Corrugated Metal Pipe Coupllng Oetalls No. 4-Hugger Coupling Bonds Corrugated Metal Pipe Coupllng Oetolls No. 5-Standard Joint Corruoated Metal Pipe Coupllng Oetalls No. 6-Positive Joint Corrugated Metal Pipe Coupllng Oetalls No. 7-Positive Joints and Oowndralns Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Joints Slotted Corrugated Steel Pipe Drain Detalls Slotted Corrugated Steel Pipe Drain Detolls Structural Section Drainage System Details Edge Drain outlet and Vent Details Edge Drain Cleonout and Vent Detolls Cross Drain Interceptor Oetolls HIGHWAY PLANTING Planting and Irrigation-Abbreviations Plontlng and Irrigation-Symbols Plontlng and Irrigation-Oetalls Pl anting and Irrigation-Detar Is Plontlng and Irrigation-Oetolls Plontlno and Irrigation-Oetolls Pl anting and lrrlgatlon-Oetol Is Plontlng and Irrigation-Details Temporary Temporary Temporary TEMPORARY FACILITIES Crash Cushion, Sand FIi led Crash Cushion, Sand FIi led Roi I Ing <Type Kl The Revised Stondord Plans <RSP, ond New Stondord Plans (NSPI which apply to this contract ore Included as lndlvlduol sheets of the project ptons. Ti-.-,-.,. __ .., __ _, r,,,_.., -l-,-..,.t.~ ___ ,, __ ,_,_ .-..., .t.1-.1.., __ ..,.._ ___ .._ f.-,..,1,,.-,.., 1-. .. + _.,.,.. .-,..,+ n-t4,..,-1 .t._.. 4)-,..,_.., f...,,-11,...,..4..,.-, 1-. .. -_,...,.1,.,.,-1 1-....,., DIST. COUNTY ROUT£ 12 Ora 73 20.0-22.0 To occorrpony plans doted ________ _ □ T4 Temporary Traffic Screen D TIO Traffic Control System for Lane Closure on Freeways anct Expressways □ TIOA Traffic Control System for~Lone and Complete Closures 0f"ll Freeways and Expressways □ TII Traffic Control System for Lone Closure on Multllane Conventlonal Highways □ Tl2 Traffic Control System for Lone Closure on Multllcne Conventlonol Hlohwoys □ Tl3 Traffic Control System for Lone Closure on Two Lone Conventlonol Highways □ Tl4 Traffic Control System for Ranp Closures ■ 80-1 ■ 80-3 ■ 80-5 D 80-13 ■ 82-3 ■ 82-5 D 82-8 D 82-9 ■ 83-1 D 83-2 D 83-3 D 83-4 D 83-5 D 83-6 D 83-7 ■ 83-8 ■ RSP BJ-9 D 83-11 D 86-1 86-10 86-21 87-1 Bridge Detol ls Bridge Detol ls Bridge Detol ls Bridge Detol ls BRIDGE 16'' Cast-In-Ori I led-Hole Concrete Pl le Pl le Detol ls-Closs 45 and Closs 70 PIie Detolls-Closs 45C and Closs 70C Load Test Anchor Pl le Oetol ls Retaining Wal I-Type I, H•4'-30' Retaining Woll-Type I, H•32'-36' Retaining Wal I-Type IA Retaining Wal I-Type 2 Counterfort Retaining Wal I-Type 3 Counterfort Retaining Wal I-Type 4 Retaining Woll-Type 5 Retolnlno Wal I Detal Is No. I Rt/airing Wall Otilalls No.2 Retaining Wal I Type 6-6'-0'' Moxlm.,n T-Bean Detol Is Utt I tty Openings, T-Bean Joint Seals <Maxtrrun Movement Rotlno • 2'') Box Girder Detolls D • • • • • • • D 87-5 Deck Drains • • • • D D D D D D • 87-6 Deck Drains-Type D-1 and D-2 87-10 Utlllty Opening-Box Girder 87-11 Utlllty Detolls 88-5 Cost-In-Place Prestressed Girder Detalls 811-7 Chain Link Roll Ing Bl 1-47 Coble Roi I Ing 811-51 Tubular Hand Roll Ing 811-52 Chain L Ink Roi I Ing Type 7 811-53 Concrete Barrier Type 25 811-54 Concrete Barrier Type 26 813-1 Slope Protection Detol I No. I 813-2 Slope Protection Detol I No. 2 814-1 Structural Steel Plate Vehicular Undercrosstng 814-3 Conm.snlcatlon and Sprlnkler Control Conduit <Conduit less than 4'' Olaneter> 814-4 Water Supply Line <Bridge> <Pipe less than 4" Olcmeter> 814-5 Water Supply Line <Detollsl <Pipe less than 4'' Dlaneter> ROADSIDE SIGNS ■ RSI Roadside Signs, Typlcol lnstol lot Ion Detolls No, 1 ■ RS2 0 RS3 ■ RS4 Roadside Signs, Wood Posts, Typlcal lnstollotlon Detolt No. 2 Roadside Signs, Lanlnoted Box Wood Posts, Typical 1nst011atlon Detol Is No. 3 Roadside Signs, Typlcol lnstol lat Ion Detoll No. ◄ SHEET I OF 2 STANDARD PLANS LIST (July, 1992 Edition) Revised November S, 1992 0 SI D S2 D S3 D S4 D S5 D S6 D S7 D S8A D S8B o sec D S8D D S9 D SIO 0 SI I D Sl3 OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS Overhead SIQns-Truss. Instructions and Exonples Overhead signs-Truss. Slngle Post Type, Post Type I I thru VI I • Overhead s Ions-Truss, Two Post Type. Post Type I -s thru VI I -s Overhead Signs-Truss. Slngle Post Type. Structural Freme Men't>ers Overheod~Slgns-Truss, Two Post Type, Structural Frone Members Overhead Signs-Truss, Structural Freme Oetol Is Overhead Signs-Truss, Frane Juncture Oetal Is Overhead Signs-Steel Freme Removable Sign Panel Franes Overhead Signs-Removable Sign Panel Franes, Overhead Formed Panel Mounting Oetol rs Overhead Signs-Truss, Sign Panel Mounting Details, Lcmtnoted Panel-Type A Overhead Signs-Truss. Removable Sign Panel Frones I 10· and 120" Sign Panels Overhead Signs-Walkway Oetolls No. I Overhead Signs-Walkway Oetolls No. 2 Overhead Signs-Walkway Safety Rolllno Oetolls Overhead Signs-Truss PIie Foundation OVERHEAD SIGNS-LIGHTWEIGHT D Sl4A Overhead Signs-Lightweight Bolonced-Slngle Steel Post Connection and Mounting Oetolls □ Sl4B Overhead Signs-Lightweight Bolonced-Slngle Steel Post Oetal ls ■ SIS D Sl6 ■ Sl7 !! S!8A ■ Sl8B ■ S20A ■ S20B Overhead Signs-Lightweight. Type A. Connection Oetolls Overhead Signs-Lightweight. Type B. Connection Oetolls Overhead Signs-Lightweight. Type c. Connection Oetolls Overhead Signs-Lightweight. Sign Panel Mounting Oetolls. Lonlnoted Panels-Type A Overhead Signs-Lightweight. Light Fixture Mounting Oetol Is Overhead Signs-Lightweight Post Detalls Overhead Signs-Llghtw~lght Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE D S39 Overhead Signs-Box Beam, Closed Truss Foundation D S40A Overhead Stons-Box Beom, Closed Truss, Two Post Type Frome Ment>ers □ S40B Overhead Signs-Box Beem, Closed Truss. Stngle and Two Post Type General Frane Details D S40C Overhead Signs-Box Bean, Closed Truss, Ribbed Sheet Metal Oetol Is D S400 Overhead Signs-Box Beem, Closed Truss. Two Post Type Frame Oetal ls D S40E Overhead Signs-Box Beem, Closed Truss. Two Post Type Frame Juncture Oeta I Is □ S40F Overhead Signs-Box Beom. Closed Truss. Two Post Type Post Detol Is □ S40G Overhead Signs-Box Beem. Closed Truss, Slngle Post Type Frane Ment>ers □ S40H Overhead Signs-Box Beom. Closed Truss. Slngle Post Cantllever Frane Detol Is D S401 Overhead Signs-Box Beam. Closed Truss. Single Post Cantllever Frane Juncture Oetal Is □ S40J Overhead Signs-Box Beem, Closed Truss, Slngle Post Cantllever Post Oetol ts □ S40K Overhead Signs-Box Beem, Closed Truss. Slnole Post Butterfly Frane Oetol Is □ S40L Overhead Stons-Box Beem, Closed Truss, Single Post Butterfly Freme Juncture Details D S40M Overhead Signs-Box Beam. Closed Truss, Slngle Post Butterfly Post Oetal IS OVERHEAD SIGNS-TUBULAR ■ S40N Overhead Signs-Tubular, Instructions and Exanples ■ S40P Overhead Signs-Tubular. Single Post Type Layout and Pipe Select Ion ■ S400 Overhead Signs-Tubular. Two Post Type Layout and Pipe Sections ■ S40R Overhead Signs-Tubular, Structural Frame Oetatls No. I ■ S40S Overhead Signs-Tubular. Structural Frane Detolls No. 2 ■ S40T Overhead Signs-Tubular Foundation Oetalrs SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ■ ES-IA Slgnal. Lighting and Electrlcal Systems-Syrrt>ols and Abbreviations ■ ES·IB Slgnal. Lighting and Electrical Systems-Symbols and ■ ES-2A ■ ES·2B ■ ES·2C Abbreviations Slgnol, Lighting and Electrlcol Stgnol, Lighting and Electrical Slonol, Llohtlng and Electrical Notes Systems- Systems- Systems- Service Equipment Service Equipment Service Equipment ■ ES-20 Slgnal. Lighting and Electrical Systems-Service Equipment and Typical Wiring Otoorcm. Type A ■ ES-2E Signal, Lighting and Electrlcat Systems-Service Equipment and Typlcol Wl~lno Diagram. Type B ■ ES-2F Signal. Lighting and Electrlcal Systems-Service Equipment and Typical Wlrtno Dtoorcm, Type c ■ ES-3A Slgnol. Llghttno and Electrlcol Systems-sronol Heads and Mounttngs ■ ES-3B Signal. Lighting and Electrlcol Systems-Signal Heads and Mountings ■ ES-3C Slgnol. Lighting and Electrical Systems-Slgnal Heads and Mountings ■ ES-30 Signal, Lighting and Electrlcol Systems-Slgnol Heads and Mountings ■ ES-3E Slgnol, Lighting and Electrlcol Systems-Slgnol Heads and Mount lngs ■ ES-4A Slgnol, Lighting and Electrical Systems-Controller Cabinet Oetol Is ■ ES-4B Slgnol, Lighting and Electrlcol Systems-Control !er Cabinet Detal Is ■ ES-4C Slgnal, Lighting and Electrlcol Systems-Controller Cabinet Detol Is □ ES-40 Irrigation Controller Enclosure Cabinet □ ES-4E Slgnol. Ltghtlng and Electrlcol Systems-Telephone Demarcation Coblnet Oetolls D ES-4F Slgnol, Lighting and Electrlcol Systems-Telephone Demarcation Cobtnet Oetol 1s ■ ES-SA Slgnal. Lighting and Electrlcol Systems-Detectors ■ ES-SB Slgna1. Lighting and Electrical Systems-Detectors ■ ES-SC Slgnal. Lighting and Electrlcol Systems-Detectors □ ES-SD Slgnal. Lighting and Electrical Systems-Detectors □ ES-SE Slgnal. Lighting and Electrical Systems-Detectors □ ES-SF Signal, Lighting and Electrlcal Systems-Pedestrian Barricades ■ ES-6A Stgnol and Lighting Standards-Type I Standards and EQUlpment Nunberlng ■ ES-6AA Signor Standards-Push Button Post ■ ES-6B Lighting Standards-Types 15, 21 and 22 0 ES-6C Lighting Standards-80' to 160' High Most Light Pole, Foundation Oetolls 0 ES-6D Lighting Standards-Types 30 and 31, Sllp Bose 0 ES-6DA Lighting Standards-Type 32 ■ ES-6E Lighting Standards-Types 30 and 31, Sllp Bose Plate Details 0 ES-6F Lighting Standards-10 Degree Type D ES-6H Lighting Standards-10 Degree Type, □ ES-6J Slgnol and Lighting Standards-case Wind Veloclty • 70 MPH. Arm Lengths Detol ls I Arm Leading. 15' to 30' □ ES-6K Stonol and Lighting Standards-Cose 2 Arm Loading. Wind Veloclty • 70 MPH, Arm Lengths 20' to 30' D ES-6L Signal and Lighting Standards-Cose 3 Arm Loading, Wind Veloclty • 70 MPH, Arm Lengths 15' to 45' D ES-6M Signal and Lighting Standards-Cose 4 Arm Loading, Wind Veloctty • 70 MPH. Arm Lengths 25' to 45' 0 ES-6MA Signal and Lighting Standards-Cose Wind Veloclty • 70 MPH. Arm Lengths D ES-6N Slgnol and Lighting Standards-Type 5 Arm Loading, 50' to 55' 40-0-80 D ES-60 Slgnol and Lighting Standards-Cose I Arm Loading, Wind Veloclty • 80 MPH. Arm Lengths 25' to 30' D ES-6P Signal and Lighting Standards· Cose 2 Arm Loading, Wind Veloclty • 80 MPH, Arm Lengths 20' to 30' D ES-60 Slgnol and Llghtlng'stondords-Cose 3 Arm Loading, Wind Veloclty • 80 MPH. Arm Lengths 20' to 45' D ES-6R Slgnol and Lighting Standards-Cose 4 Arm Loading, Wind Veloclty • 80 MPH, Arm Lengths 25' to 45' D ES-6RA Slgnol and Lighting Standards-Cose 5 Arm Loading. Wind Veloclty • 80 MPH, Arm Lengths 50' to 55' Tne Revised Stondor-d Plans CRSP> ond New Stondord Plans CNSP> which apply to this contract ore Included as lndlvlduOlsheets of the proJect plans. T ...... c+ ....... A ... ..-A o, ................. + ........... n ......... ,.. ..... ... ... , ............................ , ........ ,. ,A ...... ,+ ............... + 11 ... , ... ,.,4 ...... + ........... 1 .... A1 ...... + .. A '"'" "' ......... i.. .. A ...... ... 01ST. COlliTY ROUTE 12 Oro 73 20.0-22.0 To acc-y plans doted ________ _ ■ ES-6S Slgnol and Lighting Standards-Detol Is No. I ■ ES-6T Slgnol and Lighting Standards-Detol Is Na. 2 ■ ES-6TA Slgnol and Lighting Standards-Pole and Most Arm Alternatlves ■ ES-6U Lighting Standards-Types 10 and 15 SI Ip Bose Insert D ES-6V Slgnol and Sign Standards-Type 33 Left Turn ■ ES-7A Slgnal. Lighting and Electrical Systems-Electrlcol Detolls, Structure lnstol lot Ions ■ ES-7B Signal. Ltghtlng and Electrlcol Systems-Electrlcal Oetalls. Structure lnstol lotions ■ ES-7C s·1gna1, Lighting and Electrlcol Systems-Electrical Detolls, Structure lnstal lot tons ■ ES-70 Slgnal, Lighting and Electrlcol Systems-Electrlcal Oetol Is, Structure lnstal lat Ions ■ ES-7E Slgnal. Lighting and Electrlcol Systems-Electrical Details, Structure lnstol lot Ions ■ ES-7F Slgnol, Ltghtlng and Electrlcol Systems-Flush Sofflt Lunlnotre Modlftcotlon Oetol Is. Strµcture lnstal lat ton ■ ES-8 Slgnol, Lighting and Electrical Systems-Pul I Box Oetolls ■ ES-9A Slgnol, Lighting and Electrical Systems-Cantilever Flashing Beacon, Types 9, 9A, 9B ■ £S-9B Slgnal. Lighting and Electrlcol Systems-Cantllever Flashtno Beacon, Types 9, 9A. 9B ■ ES-10 Stgnol. Lighting and Electrlcol Systems-lsolux Olagrans ■ ES-II Slgnol. Lighting and Electrlcol Systems-Foundation lnstol lotlons □ ES-12 Signal, Lighting and Electrlcal Systems-Pedestrian Undercrosslng Fluorescent Lighting Fixture ■ ES-13 Signal, Lighting and Electrlcol Systems-Spl Icing Detol IS ■ ES-14 Signal, Lighting and Electrical Systems-Wiring Detol I and Fuse Ratings □ ES-15 Slgnol. Lighting and Electrlcal Systems-Pedestrian Overcrosslng Fluorescent Lighting Fixture 0 ES-27A Slgnol, Lighting and Electrical Systems-Extlngulshoble Message Sign, 10'' Letters 0 ES-27B Slgnol, Lighting and Electrlcol Systems-Extlngulshoble Message Sign, 10'' Letters 0 ES-28 Slgnal. Lighting and Electrlcol Systems-Extlngulshoble Message Sign and Floshlng Beacons SIGN ILLUMINATION ■ ES-29 Sign II lunlnotlon-Mercury Sign II lunlnotlon Equipment D ES-30 Sign II lunlnotlon-36" Fluorescent Sign II lunlnotlon Equipment ■ ES-32A Sign II lunlnotlon-Sign II lunlnotlon Equipment ■ ES-32B Sign Illunlnotlon-Sign Illunlnotlon Control D ES-33 Sign Illunlnotlon-Internally Illunlnoted Street Nana Sign NEW STANDARD PLANS 0 NSP A88 Curb Ranp-Deto I Is No. I 0 NSP A89 Curb Ranp-Detolls No. 2 □ NSP T7 Construction Project Funding lndentlflcotlon Signs SHEET 2 OF 2 STANDARD PLANS LIST (July, 1992 Edition> Revised November 5. 1992 I CONTRACT 0. 0 "' ► !!! m > 0 "' "' 0: ~ "' I- "' ◄ 0: 0 "' I-◄ 0: "' " ◄ z 0: ---,c :, ... I- I-~ u !fl ... 0 d If ◄ u .. II COORDINATE DATA COORDINATE DATA HORIZONTAL AND VERTICAL CONTROL COORDINATE NO. NORTHING EASTING DESCRIPTION/STATION QI 2168963.0940 6087121.0091 START SEG 3. 2 ll QI 216~094.3182 6086409.4990 BC/957•23,51 DI 2172044. 5620 6086953. 6144 cc DI 2169395.6060 6084775.8890 Pl QI 2170940.0937 6084164,3224 EC/987•57.68 Q] 2171903. 7344 6083782. 7523 BC/997•94. 12 OJ 2170799.2661 6080993.◄603 cc Q] 217303◄• 2775 6083335.0942 Pl Q] 2173534.0980 6082226.6246 EC/ I 021 +04. 60 [@I 2173825.4416 6081580.5017 BC/1028+13,37 [iJ] 21 76560. 2735 6082813.6660 cc ill] 2174087.5936 6080999. I I 79 Pl []}I 2174563.5745 6080574.6499 EC/1040•70. 17 ill! 2175556.0801 6079689.5580 END SEG 3. 2 t @I 2169012.2647 6087130. 0777 START SEG 3.2 NB llil 2169132,8257 6086-476.3847 BC/956+97,24 [i] 2172083.0695 6087020.5001 cc illl 2169429.9189 6084865.5179 Pl IT!) 2170945.6584 6084244,4785 EC/986+95,90 l]Q] 2171984.6566 608381 8. 7728 BC/998+ I 8, 72 ~ 2170847.2455 6081042. 7512 cc rm 21 73090, 7340 6083365. 5830 Pl 3 2173582.0765 6082275.9176 EC/ I 020+93, 69 IE) 2173883. 7874 6081606.8041 BC/1028+27,68 @I 2176560.2754 6082813.6629 cc [ill 2174140.3470 6081037.8240 Pl [Bl 2174606. 1732 6080622,4120 EC/1040+57. 67 ~ 2175579.6154 6079754,3208 BC/1053+61.96 ~ 2175598.6061 6079737.2448 END SEG 3. 2 NB l}Q) 2168874,5867 6087104. 6856 START SEG 3. 2 SB [ill 2169000.2897 6086423. 1121 BC/956+55,68 llil 2172024.2896 6086980.8304 cc ill! 2169313.8823 6084722, 78-4 I Pl [BJ 2170929.6187 6084107.2750 EC/988+05.83 ml 2171834.4609 6083762.5785 BC/997•74. 11 fHl 2170766.4893 6080959. 1098 cc 7 2172992. 1060 6083321. 5776 Pl NOTES• I, HORIZONTAL CONTROL DATu.t IS BASED ON THE CALIFORNIA STATE PLANE COORDINATE SYSTEM ZONE 6, 1983 NORTH AMER I CAN DA Tu.t. 1988 ORANGE COUNTY CORRECTIONS. NO. 38 ~ BQJ fill @] IQ] ~ ~ ~ fill ~ @] ~ fill lg] ~ [2] [W fill [m ~ ~ l!Q] [ill [g) ®] 1M] ~ ~ [fill [@ ~ ~ I cm ill! ITil [!fil ill] llil NORTHING EASTING• DESCRIPTION/STATION 2173501.3208 6082192,2751 EC/1021•23, 74 2173785.3333 6081562,4111 BC/1028•14,68 2176560,2757 6082813.6628 cc 2174051.3303 6080972,5007 Pl 2174534,2921 6080541,8075 EC/1040•89.91 2175526.7947 6079656.7185 END SEG 3.2 SB 21l2111,2016 6081869.3955 BC/181•03.05 2172040.7339 6079470.5168 cc 2172517,5230 6081857.4597 Pl 2172897.2497 6081712.3833 EC/189•08.40 2173827. 1577 6081357. 1075 BC/199•03.86 2173902.4365 6081329,8073 INT/199•83,94 2173964,6669 6081309.3967 INT/200•49,44 2174054,7232 6081283,2041 INT/201•43,23 2174296,4566 6081231.5629 INT/203•90,53 2174665.8597 6083552.3476 cc 2174114.6902 6081247,2543 Pl 2174420.8152 6081215. 1584 EC/205•15,98 2174604.57376081195.8921 End NC0/207•00,75 2172778. 1061 6083385.6284 BC/1007+20.00 2171052.9571 6080887.3976 cc 2173326,8298 6083006,7081 Pl 2173666,2502 6082432,7115 EC/1020+32,84 2173830.9831 6082154, 1303 BC/1023•56,48 2174605,6748 6082612.2273 cc 2173954.0090 6081946.0803 Pl 2174164.7122 6081827.6560 EC/1028•28.74 2174478.5407 6081651,2710 BC/1031•88. 74' 2174365.8503 6081450. 7695 cc 2174610.3646 6081577, 1803 Pl 2174594,5964 6081426. 7864 EC/1034•56.28 2174570. 75996081199.4373 End NC0-1/1036•84.8 2172557. 7158 6081782.3301 BC/3017+41.38 2171994.5836 6079482.2636 cc 2173022.8101 6081668.4597 Pl 2173407. 1221 6081382,8316 EC/3026•86.31 2173692, 2430 6081 I 70. 9243 BC/3030•◄ I, 55 2170709.6869 6077157.9006 cc 2173838.5074 6081062.2178 Pl 2173976.4701 6080943, 1519 EC/3034•05.86 2. VERTICAL CONTROL IS BASED ON THE USGS SEA LEVEL OATu.t 1929. 1976 ORANGE COUNTY Joaquin ·sa·t 6 SJC231 ADJUSTMENTS. 970 NO. NORTHING ~ 2174336.0690 @I 2176371,2749 [fill 2174417.2385 []] 2174503.0326 ml 2174551.6719 @ 2172930.0705 [B 2 I 70828. 3593 @ 2173213.2554 I]§) 2173387. 2462 wl 21 73462. 9954 ~ 21 73222. 6428 @ 2173689.0070 [fill 2173152.4663 [Ii] 2172894.9739 mi 2172246.3085 @ 2172703.1319 ~ 2172505,2048 mi 2174174.8702 mi 2174322. 3778 wl 2174272.9163 ~ 2174372.9524 ~ 2174359,9475 @l 2174552.4820 [Qi] 2174219. 1254 @ 2193386.5856 ~ 2174690. 7801 m 2175198. 1223 [gj 2177425.2810 m 2175286. 9939 @ 2175384.2105 [2g 2175604.1187 EASTING 6080632,8075 6082991.0191 6080562.7558 6080498,4510 6080461. 9947 6082967.3977 6081117.3139 6082645.6972 6082254.0186 6082083.4964 6081976. 7273 6081574. 7113 6081723.2628 6081794.5545 6079451. 6942 6081847.6696 6081868.8689 6081274.6669 6081958.9486 6081253.5315 6081260.7780 6081440.3076 6081273. 7829 6081328. 1955 6096587.8963 6080735.7578 6080173.5793 6082183. 4957 6080075. 1019 6079984.8527 6079780,7048 @ IE] 8S SJC53 Ill 83 GROUND DISTANCE• GRID DISTANCE COMBINED FACTOR NAME/ Nu.tBER SJC 223 SJC 532 GPS 170 RBF 3903 SJC 531 5-3~128 SJC 231 GPS 171 NORTHING EASTING 2175330.889 6081458.912 2174612,240 6081152.659 2173588.041 6081982.831 2172252.995 6082868.434 2172298.943 6084433.846 2170121,647 6084234.828 END SECT I ON 3. I BEGIN SECTION 3.2 Sto 950+00 PM 20.0 CONTROL POINT DATA ELEVATION COMBINED MAINLINE FACTOR• STATION 380.46 . 99994148 1040+44. 16 405,08 .99994148 1036•60.64 531. 70 . 99994148 1023•49.02 601. 55 .999941.:18 I 006+4 I, 59 715.03 . 99994148 998+96. 25 855.39 . 99994148 980•4 I. 99 WILDLIFE UC BR No. OFFSET 1170.59 RT 439. 97 RT 51.04 LT 627, 48 LT 753. 04 RT 330.08 LT 65-3-128 DESCRIPTION 2· IP W/2' ocs e.c. STAMPED 'SJC 223" 2' IP Wt2'f2• 8, D, STAMPED 'LS 4131 SJC 532" 2' IP W/2' B. O. STAMPED 'RBF 1987 PT 3903 LS 4965" 2" IP WI~/,• B.C. STAMPED 'LS 4131 SJC 531" 2" IP W/l/2• OCS ALUM, DISC STAMPED "5-3-128 IRV JUNE 17, 1969" 2" IP W/OCS ALUM, DISC STAMPED "G-218' 6 4 5 ~[I]ITI] [TI][[][m ~ IOI •••••••••••••••••••oOn~•c•••n•••••••n••••• FOR REDUCED PLANS O ' ' Pl.OT OAT~ ....... ,..ti.......... l'f.J(I TAIi.i:, ••P"'lt_ .. ORIGINAL SCA.LE IS IN INCHES DATA DESCRIPTION/STATION BC/3038•80.86 cc Pl EC/3040•95,21 End NCD-3/3041•56.00 BC/4011•50,00 cc Pl EC/4020•00.57 BC/4021•87, 16 cc Pl EC/4027+81. 26 BC/4030•48,44 cc Pl EC/4034•45,67 BC/8021•27.97 cc Pl PCC/8023•27,21 cc Pl PCC/8032+83.45 cc Pl PCC/8047•97,49 cc Pl EC/8050+62.61 End NCD-8/8053•62.67 44 "NCD-1• II fill @fil NO. ~ ~ 0 ~ I 9 ~ ~ ►2 ! 4 ~ 4 > 4 J 9 TANGENT DATA BEARING 01 STANCE N 79" 33'01 "W 723. 51' N 21"36'07"'# 1036,44' N 65"43'44"W 708. 77• N 41"43'33'W 1329.83' N 79"33'01'W 664. 72' N 22' 16' 49''# 1122. 82' N 65"43'44"W 733. 99' N 41"43'33'W 1329. 82' N 79' 33'01 'W 693. 07' N 20•51•15•w 968.28' N 65"43'44'W 690. 94' N 41"◄3'33'W 1329. 83' N 1"40'57'W 772. 26' N 20'54'35"W 995,46' N 5"59'07"'# 184. 77' N 59"24' 1 l"W 323. 64' N 29" 20' 16''# 360. 00' N 36'37' 14"'# 355. 24' N 40"47'43''# 475. 00' N 36"51'09''# 60. 79' N 66'02'54"'# 186. 59' S 15"28'33"E 267. 18' N 42' 52' 18''# 300.06' S 84' 00'53''# 228. 60' 'NCD" . POST MILES DIST COUNTY ROUTE T TM. PRO.ECT 12 Oco 73 20.0 -22.0 ENGINEER PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD. SUITE 2 SANTA ANA. CALIFORNIA 92705-5605 CURVE DATA NO. DEL TA AOIUS LENGTH I 57"56'54"R 3000' 3034. 17' 2 57" 16' 12"R aooo· 2998.6S' 3 58"41'46"R 3075' 3150. 16' 4 44• 07' 37" L aooo· 2310.48' 5 43" 26' 55" L aooo· 2274. 96' 6 44" 52' 29' L 3000' 2349. 63' 7 24"00' 1 l"R 3000' 1256.80' 8 24"00' I l"R 2936' 1229. 99' 9 24"00' I l"R 3044' 1275. 23' 27"40'51"L 3108' 1501. 54' II 24'46'34'L 3036' 1312.84' 30" 03' 54" R 900' 472. 26' 66" 38'51"L 230' 267. 54' 14"55'27"R 2350" 612. 12' 19" 13'37"L 2399.9 sos.as· 17"24' 18"L 2800' 850. 57' 129" 25' 39'L 263' 594. 10' 9"21'44'R 2431' 397. 23' 22"51'47'L 2368" 944.92' 4" 10' 29'L 5000' 364. 31' 3"56'34"R 3115' 214. 35' 16" 18' 29"R 700' 199.24' 304"22'52"R 180' 956.24' 3" 32' 27"R 2-4500' 1514.04' 5"03'49"R 3000' 265. 13' END SECTION 3.2 BEGIN SECTION 3. 3 TANGENT 1661. 16' 1638. 03' 1729.00' 1215.95' 1195. 32' 1238. 80' 637. 75' 624. 15' 647. 11' 765. 72' 666.84' 241. 70' 151. 22' 307. 80' 406. 50' 428. 58' 556. 73' 199.06' 478. 83' 182. 24' 107. 22' 100. 30' 180. oo· 757. 26' 132.65' Sto I +00 M 2.0 [ill~ @ 223 CONSTRUCTION STAKING SURVEY NEWPORT COAST DR I VE CONTROL DAT A BR No. 55-759 L,R. [w NEWPORT COAST DRIVE @l T~U:.!N~N~EC!CLL!..,...N."'-o"". ""5"'"5!a-_-!a7~5~9~s-.--' SCALE , I• FINAL SUBMITTAL MARCH 21. 1994 SECT ION 3. 2 cu 12332 • 400' CSS-1 0 .. >-~ ., 0 ii' .. ~ "' I- ii' ◄ 0 .. I-◄ .. I:! I 111 ~ Go ·················••d9n-••················· "-OT DATE, H••H•yt,_,..... ~ T...._t, ••pentable•• Trans ortotlon 970 "NB• t W 11 d LI fe Undercrosslng Br FOR REDUCED PU.NS MICINAL C.ll~ ~ IN Nel#'<i;, 0 2 l I I I •NCD·I" l-5 PUNS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705·5605 Under-crossing Br No. 55-759 L.R. KEY MAP AND LINE INDEX SCALE I I • • 400' FINAL SUBMITTAL MARCH 21 • 1994 K-1 SECT ION 3. 2 cu 12?..;:l.2, ~, \,.-,? ,:;_4-() ► ID 0 "' ~ "' 0: "' I-;! ' 0 ► ldlD 1-0 ◄ ... :lz uQ .JV, ◄Id uo 0: "' ., .. z 0: .. :, ... I- I-"' u 0 Ill ... 0 d if .. <J I- I 111 0 "' ~ "' 0: "' I-◄ 0 ► ID 0 "' "' u "' :,: u ·sa· \ 949•63.61 POT (End Section 3.1) 'SB' \ 9•9•_o2. t> I POT <Beoln Section 3.2> Bk q_ ROUTE 73 949•85.04 POT Bk <End Sect Ion 3. I> ~ ROUTE t3 950•00 POT Ahd• iBeoln Section 3.2> 'NB" \ 949•91.75 POT <End Section 3. I> •Na• \ 950•32.52 POT <Beoln Section 3.2> Ahd 0 CHP LEGEND O. 25' Ml sc. Pavement !Type B AC) Curve Nurt:>er ABBREVIATIONS Col lfornto Hlohway Patrol fl.~ IDI ................... ~caH•••HHH•H••••• Ll't.OT DAm ....... :,t1-H .. H P'tN TABLE, Hpen1'obl9•• ,·•·t•' -.. ,:]:r·',' · ;:f : __ ____ .. -: . ·:-· -········ FOR REDUCED PLANS CURVE DATA No. R t:,. T I 3000' 57" 56' 54" 1661. 16' 2 3000' 57" 16' 12' 1638.03' 3 3075' 58"41'46" 1729.00' ............. i._ 2998. 65' 3150. 16' f'D::IS:_T+:_COUN::;::.:.TCCY'-t_:ROU;:::.:_T:_£--jl-'-Tl!O"-i°.eAL!!!S~~.!: T ~T Ji!~~ n 20. o -22. o '1 ::e,8 12 ~ RECtSTEREO C EHGfNIEER ........... ..... .u... ____ ...,__~----'-----..L ____ __, II! -co,:s, ~ t-PL:.:::ANS=..:"';;..;.P;.;R;:.OV;.;A;;:LaaDc.;A;.;T.:E _____ -\\ GREINER, INC. ¼~ :!°~ • 1241 EAST DYER ROAD, SUITE 250 = • tll''¾ SANTA ANA, CALIFORNIA 92705-5605 _.,··:(::::-:._ ''·· •• ) RV I NE ,CQM!'Af-1:i'. PROPERT~./ .. /.,:::.:. • .... • .. ·•_t.'.:·:·:··•.·:.·:.·/i .•.•.•. ·.:::: < : :;i;;:·:::·· ••• \._' •• ... .. ... J ' ' ' • ...:::: ..................... ,;'· .. .. •, .... --··::--·:i;:.··.··~:I:.·;f~e'(cL1~.·.·~·,•f~~~e,;~Pi:.· -. •.::.r::: . .:: ...•..•. ·.. ::'.::·:.>•-::\:::::r ... a•: ................................. _ ....... · / } 0 ' 2 ' ' .. _,..,. ~.) ... . - - ·-·:·.:·;:;:: ::;: ~ .•· ..... ~---..:.:-.:::,;::/: .. 7':".---.,~"-.:.:.. . . '•····· -···· ............................. --~ c!:.-;_:;·,::··t,/ ... ,/ , , .. ~.:1f;~i=:;~~--"'\7c:=;"c::~:-_:: .. ::·:--··~~=::::~Jr.· •••••• ••.. :,:.: .... . .. ·,-.. ·::,:.;:·_ ... •· , ••••••• ·--,·~~~-----. . ·-.. ·•... . _,:. __ .,; .. ••• ···-·:.:.: ••. :..,·. ·········,~.·:,:,:.:_·:.;_;: .. ::~:~::.}'.-\.·::''.~~-::·· :-..:..~ ,. , ~:.:·•· . . ... ---···· ·······························-. ···._ -~·:·/ r::::"_,.J _ .. -···· :}< :~:_i<'-... ..... \ ·:\.\\ ' --:·-,.-. . ·.\ ·.ii \ ..,v \ I\\!_: ·.:··-·· ... L-1 1-- Q ... ► !:! ., Q II! ... ~ ... ,_ II! C Q ,_ .. Q ' Q► ► ... ., ., >-o 'o ;3 ... "' U-u .... ... ..... :,: uo u 111 ,, //j:2;;.<<!Y,,· ,~,::,~ ""' / /J/ :'LJ ;,----:. .:;'t ...... · -~ <!-YP8 CL-~~--.-···:.~:--;\'.:;·,:-:,,:_ .....•• •· .,,,..,,,. _./ -· ..... ,.,.,..I _ •• -:/::: .-: ........................ •···· ••• •········ ••••• •..... ......... ......... ...... •.•.• .. ·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·'( .. ·."'".· .. "'"'.·.·-.·.·.··~---::~·-... •··-·····""····~""----... ·-·····-::.::C-:-' .•. ·.·.:-' .•. ·.·.-:-......... ••.•.•.•.•. ............... ........ ..···· •.•.•.•.• ....... ·: .• :·:· ... ·:.:· •. ·.·:·······/.......... QPLRANSEAPPAOINEVRAL,DAITNE C. ••••••••••··· ... .1-Rv'i""~E COMP;·~y P.RO;ERTY.·....-· ····¾ ........ •· ..... ,. .. .. :..... ,,--~,;,· ....• ••••• ! •••• ········,·.· ........... ·········•••••••• ...• •····· •• / . 1241 EAST OYER ROAD, SUITE 2 ... •·················· . ·. / lole SANTA ANA, CALIFORNIA 92705-5605 -·· .............. -.-:·· ... •••• ~,. _~;~.-:.:-·· ___ / ,... -;.::-----·•' .• (: . '. ~ -·:--:..~·=·~·~~:.:::.:::.:::.::::.::"'·--"";fj::,: . ...-•• ••••••••• \!1,.•.~.l.:.1.:,l.;.:.;;2t:-:~:::::: .. ·.::.· .......... •·;·:.·.·.:.~.:.-:.::.~.:;:~;::.:.:_.:.,<' • // .. -··::~-_:.'?~?:::::~:j: --·· -· •' .:::.-:· ........... No. R 6. T L I 3000' 57' 56' 54" 1661. 16' 3034. I 7' 2 3000' 57'16'12' 1638.03' 2998.65' 3 3075' 58'41'46' I 729. 00' 3150, 16' CURVE DATA DIST COUNTY ROOT£ 12 Oro 73 20.0 -22.0 ·,: .•· ,.' ! :.=······ /~::!~ ... ···:-;: .. . ·-.·-.·-.-.·-.•··•.·. ·············"•' .-· _.-·· •• ,.. ·>:: .......... :-_:_: . ____ ... •········· ....... -····· •• .. -·············· LAYOUT SCALE• I. -so· NOTE• ••••.... •• • .......... \{::'.'. .. :_.::.{:((<.··,::::~·~::_:.. ..• •··· .. .... ..... •······ For Complete R/W And Accurate Access Doto. See R/W Record Mops At TCA Office, FINAL SUBMITTAL MARCH 15, 1994 SECT I ON 3. 2 ""' 0,, ................... 40<'_ .................. . FOR REDUCED PUNS 0 I 2 I ' I ~Al !;CAL£ I!; "IN IN!"!,_-!; C'A 10?5"40 L-2 :--- 0 ... >-~ ., 0 ... ... 0: "' ... > ... ... ◄ 0: 0 ... ... ◄ 0 ' O>->-... ., ., ... 0 0 j!l! ... Gg " u .JUI ... ◄W :i: uo u 0: "' 0 .. z 0: ◄ 2 ... ... .. ~ 0 "' ... .., 0 ..; E .. 0 ... I 111 ··::.:-:·. ···••• --- NOTE• APPROXIMATE LOCATION E. S. A. ORA-1249 For Complete R/W And Accurate Access See R/W Record Mops At TCA Office. "-1: ID, •••••• .. •••••••••••e1,;in_c,,HH••••••••••••• 11'\.0T OATl, •••••••:,,t-1-•••••• Pr.N TAIi!.£, ••~•-•• _, ..... ........ -•. Doto, M,j~:~~i~j!ff\\ . -:t----t-:r+~-~~--- FOR REDUCED Pt.ANS o ORIGINAL SCALE IS IN INCHES No. \flt \ti r·I<\'' ::-: _:;, ! • isl Qpe/ £Q~8!TK!/t • : ; : j i 2 3 CURVE DATA R I':,. T L 3000' 57• 56' 54" 1661. 16' 3034. 17' 3000' 57• 16' 12· 1638. 03' 2998.65' I 729. 00' 3150. 16' .,\\·\\ \':\_ ( t,Jr,i, (:_\ DIST COUNTY ROuTE POST TOTAL 12 Oro 73 20.0 -22.0 ENQNEER PLAHS APPROVAL DATE GREINER, INC . 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 FINAL SUBMITTAL MARCH 21 , I 994 SECTION 3.2 cu 1233~ _, LAYOUT SCALE• I' • 50' 2ee L-3 0 ... >-"' ., > 0 ... ... IC ~ ... .. ... ... IC 0 ... I-"' ' 0>->-... ., ., 1-0 0 ..... --'z ... i3g "' 0 ..JV> ... ...... :c 00 0 It ... <> "' z "' C " ... .. .. "' u 0 ~ ... 0 d f C u .. II ... ··<~-/ -·.o .. - F . NOTE• For Complete R/W And Accurate Access See R/W Record Maps At TCA Office. ''-£ Co •••••••••••••••••••ctonall>ec••••••••••••••••••• l'\.OT 0 ... Tl:o •••••••:r•1-tttttt 1"£N TA8l.[1 tt-t'oblett CURVE DATA NO. R /::,. T L 4 3000' 44' 07' 37' 1215.95' 2310.48' 5 3000' 43' 26' 55' 1195. 32' 2274.96' 6 3000' 44' 52' 29' 1238.80' 2349. 63' APPROXIMATE ··>•.\ \)')l~Jfri';;~~it1 l I;:: --:~\'._: \ \·: .: -_ Data, FOR REDUCED PLANS O ...... -.. , ......... -......... ,,., __ •.. '•,,, 2 3 Type DIST COUNTY ROUTE 12 Ora 73 ENGINEER PUNS APPROVAL DUE POST MILES TOTAL PROJECT 20.0 • 22.0 GREINER, INC. 1241 EAST DYER ROAD, SUITE 25 SANTA ANA, CALIFORNIA 92705·5605 ..... :: .................... . .. :::::: .... .•~~•~l~;F:~~~.;,;;;;;;:::•;,'.:'.'.i::.:'.'.'.''.'.;;<.:.:,:: ::::::. Ti'pe ... A Dfk Side Gut.ta :~--... ·····•••••• "" FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 l?"t"t-, h~. \ ~-~-.8 Flore \ LAYOUT SCALE• I' • 50' L-4 ,. lf\-,C Af\ ' c--- 0 "' ► ~ ID 0 "' "' It ~ "' ,.. "' ◄ a: 0 "' ,.. ◄ 0 ' O ► ► WID ID ,..0 0 ◄ .. -'z .. aQ " <.> .JV> .. ◄W :c <.>O <.> It :g .. z a: .. ,. ... ,.. .. V> u 0 !!l .. 0 c5 f ◄ u .. 111 NOTE• 0 0 • ,., 0 0 ····••.,,, __ _ •••···· ,.;--•:··· .. : : ~ Lft,} For Complete R/W And Accurate Access Data. See R/W Record Maps At TCA Office. ,.._IE 0, •••••••••••••••••••"0"81M<:1eeteeeeeeeueaeeeee "'-OT D'1,fl1 HHtSS)''tl.,..eHett l"l:N tMll.S:o Hpen'tobleet -. -~ ': '>{ No. 4 5 6 11 16 ': \ ··::,) ...- ~ .. :CL CURVE R L::-. 3000' 44' 07' 37• 3000' 43'26'55' 3000' 44'52'29" 3036' 24' 46' 34' 2800' 17'24'18' FOR REDUCED PLANS DATA 0 ' T 1215.95' I 195. 32' 1238.80' 666.84' L 2310.48' 2274.96' 2349.63' 1312. 84' 2 ' 3 ' DrST COUNTY 12 Oca 73 PLANS APPROVAL. DATE GREINER, INC. POST MILES TOT AL PROJECT 20.0 -22.0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 ;('1;> ..... ··/ ..... ··_·.·_·.::c;·"::;;'.~-::\::- ····••••• ··••' FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 , ... -· ····••••• LAYOUT SCALE, I' • 50' L-5 , ___ • Chain Link Fence <Type CL •6) • I RV I NE COMPANY PROPERTY ,:i::,iiii}/{}~#1Hii>'.'j~::i.: ... .· .·• ····· .. · ..... '. ···:(f.:. C "' ► ~ ., C "' "' 0: "' "' > ,_ "' ◄ 0: C "' ,_ ◄ C ' C► ► ... ., ., ,_c C ◄ ... 5z "" " u2 u -'"' "' ..... :,; UC u 0: "' 0 .. z 0: .. ,. .., ,_ ,_ "' u 0 l!l ... 0 d f .. u .. In ,..::1c;~~!'""":f~::-'j~'.~,....:-;~;"'i"~-i~~~;~O"'f";"'!;:"-;,',,r"'::,.;=.:t"':~;;:i'"t"'~"'l>,;~-: 1,;'',;': , < ·•• · :::::·.::·.:· ......... ·•::: <}r,~Jf;: ·········:.-.-::::;• [ (; ·• ....... : ....... .. .... •· NOTE• ...... ........... For Complete R/W And Accurate Access See R/W Record Mops At TCA Office. Doto. . .. •····· ,._t IOI •••••••••••••••••••d0n9P•e••••••••••••••••••• "-OT DA,Tl:o ....... ytllfle•••H• N:N tolllt.1£1 ••~-tobltH , .... •··· ... •·· FOR REDUCED Pl.ANS O n~lr.lN I C:.r"'&I C:-IC: IN INr"'I.IC:-C:. I ... ,··········· ···•••• ,,,,•· 2 I 3 I No . 4 5 6 11 12 16 R 3000' 3000' 3000' 3036' 900' 2800' 263' DtST COUNTY ROUTE 20,0 • 22,0 PLANS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 CURVE DATA f':,. 44' 07' 37' 43' 26' 55' 44'52'29' 24' 46' 34' 30' 03' 54' 17'24' 18' 129' 25' 39' FINAL SUBMITTAL MARCH 2 I , 1994 SECTION 3.2 T 1215.95' 1195. 32' 1238. 80' 666.84' 241. 70' 428.58' 556, 73' L 2310.48' 2274.96' 2349. 63' 1312. 84' 472. 26' 850.57' 594, I 0' L-6 0 .. ► ~ Ill 0 .. .. "' ~ .. .. .. ... "' 0 • a: "' .... .. x---~ a: " "' .... .. "' u 0 ... ... 6 ..; a: .. ... u .. X I 111 X • ,. 1 ~v 1 ~-· e9MP.At~l fRORERT-,Y·· \ctia In L, nk: f&r,c& • ····•·•. ·;~i: ··,/' / .,,;, .-.,_-! / _..-·. itType CL-5) •• •..•• • :l l: ~...-__.. .. .--~~:./ / ... :.-\ \:··· • -f/ .. f / _..-:-, / / s:-rope ·Emrement , ..-:::": ·. • : \ \ ··• .... ~-----• CURVE DATA No. R l::,. T L 7 3000· 24' 00' I I' 637. 75' I 256. BO' 8 2936' 24' 00' I I' 624. 15' 1229.99' 9 3044' 24" 00' I I' 647.11' 1275.23' 12 900' 30• 03' 54' 241. 70' 472. 26' 3 230' 66" 38' 57' 151. 22' 267.54' 14 2350' 14" 55' 27' 307.80' 612. 12' 0 5000' 04" 10'29' 182,24' 364. 3 I' 2 700' 16" 18' 29' 100.30' 199.24' 180' 304" 22' 52' 180.00' 956.24' ,, 24500' 03• 32' 27' 757,26' 1514.04' NOTE• For Complete R/W And Accurate Access See R/W Record Maps At TCA Office. Doto, . \,02~+ I~ .\\; FOR REDUCED PLANS 0 2 unne I • 'NCD-8'\ 8034+07.22• 'NCD'l 203•90.53 RW No Rl035 Type A Dike de Gutter "'-4 J-. C'.y ( /,1,, DtST COUNTY ROUTE 12 Oro 73 REGISTER£D Pi.ANS APPROVAL DATE GREINER, INC. POST MILES TOT AL PRO.ECT 20.0 -22, 0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 .NCI):, io5,6 •. ...-• _// AO';<: ·/--~::~:2::::?~~?:::-::::·: .. r:~;;iiit; :;! /'.:> .. ... ,, .. ; .. _, .. ,..!.mt~ t ·= 1.1 .~1/T:.-:--. 1 . I I I.· r· .··1 •~-~56. 28 EC I ;:': ,:·; :_.-r·1/ .... ---···· •••••• . ..J.--··· '.' i j I.-/ I .,-·· ~ J ! i V I )) I .•• .-· ,1 ' I• .. . .•• ·( .•• / / '' ··R/w ···•••• l-· •• )] . 1-: :£'~)? / ' . ...... ,i":_ .. _1...i.' .. ,.i::.//·:·::::··· /,;;,::) .. · ,a:•: .. ly / ;'' / ·--<-·:·::: LAYOUT SCALE• I• • 50' L-7 • -.c--- 0 .., ► ~ ID 0 .., .., " Ill .., > ... .., ◄ " 0 .., ... ◄ a: .. ~ z "' ◄ ,. "' ... ... ~ u .. LL .., 0 ,.; f ◄ u .. I 111 No, R 7 3000' 8 2936' 9 3044' 0 5000' 21 3115' 24500' NOTE• g + "' "' 0 CURVE DATA C:, T 24' 00' I I' 637. 75' 24' 00' I I' 624. 15' 24' 00' I I' 647, 11' 04' IO' 29" 182.24' 03" 56' 34' 107, 22' 03" 32' 27' 757. 26' L 1256.80' 1229.99' 1275.23' 364.31' 214. 35' 1514.04' For Complete R/W And Accurate Access Doto, See R/W Record Mops At TCA Office. ,-LI[ ID, ••• .. ••• .. •••••••••Clgnep•c••••••••••••••••••• Pl.OT OATIEo •• .. •••ytlme•••••• "l:N TAOLE.o ••pentCJblet• 4 ,-"' IRVINE COMPANY PROPERTY ~ :'i: l~) ,~~;;;:;;;n/ ~-_.::>·· .. ,./ ,.· .. ,..-· FOR REDUCED PLANS 0 t'\Qff'!lt.lA> c:ru C ,.c:. IN IMt'UE'C: . ··«) .•• ,-· ;t. -.~~ ... _d .··Q) .• • !" "' ,,, : + ; :.; . ,,, 2 ' I :,-, ... "' • .-·i_ ... ·•• .· .. s \.OP8 DIST COUNTY ROUTE 12 73 ENOIHEER PUNS APPROVAL DUE GREINER, INC. POST MIi.ES TOTAL PAO..E'.CT 20.0 -22.0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 "~ F I NAL SUBM I TT AL MARCH 21, 1994 SECTION 3,2 CII 1;)332 ······• ..... Lu z __J :c u I- ~ LAYOUT SCALE• I' • 50' L-8 X x--- X X 0 "' ► ~ CD 0 "' "' a: ~ "' ,.. "' .. a: 0 "' ,.. .. .... O ► ► i., CD CD ,..0 ..... 0 -'z .., fig tS ..JVI lol ,..., u"' uo a: ... 0 .. z "' .. l! ... ,.. .. VI u 0 Ill ... 0 (3 a: .. .. u ,.. I 111 CURVE DATA No, R l:::. T 10 3108' 27' 40' 51' 765. 72' " 24500' 03" 32' 27' 757,26' 5 . 3000' 05'03'49' 132.65' NOTE• For Complete R/W And Accurate Access Dato. See R/W Record Mops At TCA Office. FILI: IOo •••••••••••••••••••W"..-ct•••••••••••••••••• "'-OT O.a.TS. •••• .. •:i,+i-telHI KN TAIIL.t. ,..,. ... _ .. L 1501. 54' 1514.04' 265. 13' 0 0 + r--..,. 0 <( I- . .:::::.-::_:~-.. :~·::·.-.-;;i;_·:: ..... .. : ~ ........ !"' ······••,•<;· ...... ,. V) t=,,,,,i=,...;;;;;;,~1:-.,c;c;;=~,-;--,.,'lt,-----""=-'=-,e.-'f="'·;,;;· ~-e.;-,;,:""-',8,~~~4'iC!l:\4';;e:,;:;:,;;,;c;;.;;~~+~~""";;;;;;J-;;.,;r LI.I '.'.; ;} -~-~-~-.... :-:-:-:-:-:-:-:/)\ ~ :,:: :~ ::: 9p:~ifrall ::c u ,-.. <( ::; •. ·····- FOR REDUCED PLANS o ~Ir.IN I cr1.1 ~ ,C: IN l#'C f 2 I ' I DIST COUNTY ROUTE 12 _Oro 73 20.0 • 22.0 17 ENQNIEER PLANS APPROVAL DATE GREINER, INC . 1241 EAST OYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 'SB' i 1054•19. 74 POT Bk <End Section 3,2> 'SB' ~ 1054•02. 75 POT Ahd <Begin Section 3.3) ROUTE 73 1054•00 POT <End Section 3.2> CBeg!n Section 3.3) 'NB' i 1053•87.49 POC Bk <End Section 3.2> 'NB' i 1053•71.69 POC Ahd <Beotn Section 3.3> FINAL SUBMITTAL MARCH 21 , 1994 SECTION 3.2 cu 1,:n, LAYOUT SCALE• I• • 50' L-9 0 .., ► ~ ., 0 .., .., a: ~ .., .. .., ◄ a: 0 .., I- ,:! ' 0► ► ..,., .. 1--0 ;~ 0 a, .., " .... U-u 0 ..... .., ◄W :c U0 u "' + "' .... i T • .. •• • • • • -~~------4_ ~ 1 .. ___ li5 ~ -. In NOTE• For Carplete R/W And Accurate Access Dato. See R/W Record Mops At TCA Office. f'Lli 0. ................... dgn~C .................. . PLOT OATII •• .. •••:,ti-•••••• NN ,,.._IC, ••pent.,._ .. -·. X w z 0 ..., IRVINE FOR REDUCED PLANS 0 l'\DH'!.ltJ&ICl"trlCIM..,.ue'C' _./-/ /.- ------....--~r-.. ....... ·:··.··.· .. • .. ·.•• .. ·•• .. • .-. •./··f 2 ' ' ; ED F . 0 u z 0 0 + <O < I-1/) w z J ;,:: u I-< ::i;; DIST COUNTY ROUTE 12 73 20.0 -22.0 ~ms,~ K REGfSTERED Cl""' // 'V ~'"'" '-cm,\ .Jt:_ ◄111, _ l"' i-,;PL=-=.;.,.;;.;;.P;;.RO;;.Y;;.AL=•c.•;;.raa•------1.1·•\ ,. 6/03/91 -1. ~ GREINER, INC. ~.,.~ CIVL 4f 1241 EAST OYER ROAD, SUITE 250 ~ Oftll.~ SANTA ANA, CALIFORNIA 92705-5605 I~ .. FINAL SUBMITTAL MARCH 15, 1994 SECT ION 3. 2 LAYOUT SCALE• I' • 50' L-10 ..... ~ .. ,.... - ' IC--- " "' ► ~ m " "' "' a: ~ "' ... II! ,c " "' ... ,c " ' C,► ► "'m m ... " " -c., -'z "' 0£! "' '-' ..,.,, "' ... :c '-'" '-' a: ... .., .. z "' ,c :,; .., ... ... 8 '-' Ill ... 0 d If ,c u ... I 111 NOTE• For Complete R/W And Accurate Access Doto, See R/W Record Maps At TCA Office. , .. , .,. ................... <lgnapec:t••······ ......... . "'-OT DATll:o •••••••::,,tl.,..ttlltt l'f.N TA8'.IE1 ••~t-tt No R 15 2399. 91' 17 263' 18 2431' 19 2368' CURVE DATA l::,. T L 19"13'37" 406.50' 805. 35' 129•25•39• 556. 73' 594. 10' 09"21'44' 199. 06' 397. 23' 22· 51 '47" 478. 83' 944.92' FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES L__1 cn61n <T:/-pe Link Fence CL-5l ,.' __ .,,,----,,,;:;...., 140' r.(1 er I RV I Ni;: COMPANY PROPEF.HY I L__, 2 [.____i ' I I I J ..•• ..····;.•·· _j~_>'\\ii DlS T COUNTY ROUTE 12 Ora 73 ENGINEER PUNS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD. SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 Porktno Zone st£. s1-1t£.i vE> FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 cu 12332 LAYOUT SCALE• I' • 50' ~A 102540 ::c u I-~ L-I I ········{··········· 1----1\········· ..... ; ... l--+---1 \ • 1----1····\. \ I 1----1·······1· '\ \: l--+-1----1 \ X x--- X \ ······:·:::::[~\ .......... ; ... . ' \ • \ ·····-y-· \ . g : ~ ........ :..: ···i·····"' ········i.····-.+- ' \ ' • ............... l... .....• 2-¾\L. ...... 1.ool-ve--....... : -- "--/lt ES !\ ··········~---~--~~-_..;--Lt ET!"~~\ 0 ... 5¾ ► Ill en > 0 ... 2.5¾ ... 0: ~ ... .. ... ... O¾ 0: 0 ... .. -2. 5¾ ~ -5¾ ' O ► ► blen en >-o 0 ...... -'z ... aQ " <J -'Ill ... ...... :c uo u ......... l ···\·· 950 0: "' <> 940 ◄ z 0: ◄ 2 ... .. .. "' u 0 Ill ... 930 0 ..; 0: .. .. u a,o .. 910 900 AQO ......... ( 880 870 In 1---1 ' ... 0 • 0 0 0 ,~11: .,_ •••••••••••••••••••oon-c••••••••••••••••••• ~OT O.IT[, •••••••v+T-•••••• PEN T.18U'., ••pa,r,tobl••• 0 ........ j "' .... ..,. • . ....... +. ·······!· ··········!······· 'R•3075' Rt ... j ............... :. Ax~s ······~ .. , .. ,7······ •: ............... ·f ··••,:O············•·t··· .... j ···i········"······ ..... DIST COUNTY ROUTE 12 Oro 73 20. 0 -22. 0 20 Z.88 fl§ --__ u,..._....£.,. ......... _ ... -===c------,;:,~-,9n!ESSJ~ REGISTERED Qfl. ENGINEER #.~ ~ (~ ~ S RIO. A. OWWJI ~ w No. C11139 \: PLANS APPROVAi. 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T . : : ••••••••••••• j •••••••••••••••• ~·················1················t········ T ... ................. ············=················1··· ••• \ .... ~-;-··_··_··_··_··_··_··~·i_··..,.,4~0\'-"o~·-·l~·vnc..,,,,__-;---1 ·.·.•.i.· ...... ~ ~ .... ·.·.·_! .. : .. ~,IL.,.-f,.· .I.U.'. ~ -~ : 9 in : o..t-; a..r--\ a O •• L:;fl~~·· + . : ;:;. :~ ~ . C . -u> ···<> :.. .-:-p. ; . .,, ~ ... ~ ; (A,~ i. ~ . in . • • - . ········~~! + ~~:·ii~,~ ' ~~I , : , •• -_:f:~~"''-+ ····\····· ..... . . :Prof! 1$ Grade i ·····r········· .. ····1··········· .. ···>· .. •••• .. •• ·-r !··· , ~~l J j ~ ....... ············? ··i····· ... ~ <XI Contr~ t I ed ····~ ·: ...... ·+· ' ... .,.. ...... . ········!·· ... i··········· I I ' I I ' I I I FOR REOUCED PLANS 0 2 ' ORICIN.lL SCALE IS ..,. INCMES ·······-=- ......... ; ....... :·· ......... ,:. DtST COUNTY ROUTE 12 Oro 73 20.0 -22,0 dET TO_!,AL NO.. 51£1:.TS .31 /4&. RE~CIS~T~El::RE::!Diil~"l~.~ ...... ~':: •• :----a·~ ,~ ~m'!!ti, ~ ">tRICU CIWWII W, W No. C1Il3' . );; 1----r-PL~•-•a•-·-•-PRO~a•-AL~•-•_r_E ______ ...,~. £-» IZ/31(gS J • - GREINER, INC. ~~ ··········1···············j········· ............... j ...... 1241 EAST OYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92705·5605 .; ... ···+· ······+···············t··············- \ + 10¼ , ···: r·:::::::::= •••• ! j . ·······i . . .. \·· .... .. +5Z ····fo---l : 1. : :::: --=- , ........ -5Z ············t -IOZ ···- .... 1 .......... ····-j-··· ....... ; .... l .............. --- - ····+ 420 - ..1.!..Q.. - 400 : : ....... - ··········· ·PROF·iLE i· •••• SCALE iHORIZ, !1 • 100' ···········!··· ···t·-vE-RT·•···l1·--···• ··1·0!'·· IP-12 380 lcu 12332 102540 ···········+ .. ,. : 10 ¾ 0 "' 5 ¾ ► ~ m 0 "' "' 0: ~ "' I-0 ¾ "' .. 0: 0 'i= ;:! -5 ¾ "' "' Cl .. !---z a: .. :I ... 490 I-.. "' u 0 l!j ... 0 d "' .. 480 .. u I- 470 460 450 440 ··--··! 430 I 111 420 ................ ; .... 410 ············+···· ,,._ ' .. , .. .. f"ll.t 10, •••••••••••••••••••<:JOn"P•c••••••••••••••••••• 111.0T 0.t.TEo •••••••ytlme•••••• PEN TABL[o ••~.,,t-••• 1 ··i········~ <X) ., • . "' ·;· ~ : ,., ...... B1·J 1' I ···•••••••••••i•• C::.,- r<)! f"I L.... L ••~• . ,SUPE~ELEV*TIONI .: ················i···· ........ 1··············••;--.. ··········· ' ,I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I . ·······1 ···············1 I ' ' 2 ............ : ········ .. ··r· ' I 0 <X) .......... t. ··············--r··· ·········~ ..... ·······: ..... ········:· .......... : ..... ....... ;. ••❖••·· ········••7••· ............ i ...... ····: •••••··••••••·••· . F I NAL SUB!.t I TT 4L ·•··MAflEtt·'·l ·5·· • ···I 99't I SECTiot-i 3. 2] ······-r ···········j·· ·········+· DIST COUNTY ROUTE TOTA• PRf'\.crr 1 ...... 12 Ara 73 20.0 -22,0 - 1241 EAST DYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92705-5605 , 10 ¾ ·············1················1--'----- ······;············ 5 ¾ ............... 1-------- ····· ........ ··j ·····1····· ···T"···· ·········--1············ . . . . . . . . . . . . i . . .............. ·l ···········i .. : ········l···············i--- . ........... 1.·····--- ···············~ -5 ¾ ........... ,o ¾ - ···t···············~·· ............. i---- ···············~ ............ I---- . . ··········"f········ .. ······j···· .,__ ·············- ............ i----- ··············-r····· ······--···!···············j .. j ... ··i I .. - 460 - 430 ······- 420 . ...... i--- ...... .....ilQ_ !--+-➔---, • • • • • :·1· • ·t · · · · + ······~···· ······~·-········ 12. 5¾ 10¾ 7. 5¾ 5¾ 2. 5¾ 0 ... or. ► "' ID > 0 ... -2.5¾ ... 0:: ~ ... I-... .. -5¾ 0:: 0 ,;::: -7. 5¾ .. ,n -10¾ 12. 5• ' O► ► ldlD ID 1-0 ..... 0 ~z ... " u\! u .,.,, ... ..... :,: uo u 550 It "' " 540 .. z 0:: ~ ... I-.. "' u 0 "' ... 530 ., 0 ..; It .. .. u 520 .. 510 500 490 480 I 470 I I I r------1460 ················1·················'···· 450 ···f ... , .. -, .... 0, ................... dgnap,ac;: .................. . JILOT 0ATE• .. •••••ytl,.,....... 1"1.1,t TABU:o ••,..ntoble .. ······i· ········j········ ············:····· ··-:-···· ' .... ... ---~ • 0 ... b ... i a, ......... (" ...... r. FOR REDUCED PLANS ........ ~---.......... ~ ••••••••••• ~ ····':'··· ·············~ ·······;······ .... ······! .............. ·~ I 0 ' •••••\••n•••••• l " ······ .. ,-. . . . . . . . . : ••••••••••••••. ···············: ·······-i-········ ·I .. : ·•i--•••••••• --•••l ... :........... ! ·······:· . ······1 ··(·· .. ·········1 ................ ! ············:· ................ j .• .......... -:- ...... .;. . FINAL SUBMITTAL ····••i••MAfletH+5;·····t99>1· ' SECT) ON 3. 2 j ....... 1 ·i 12. 5¼ 10¼ 7.5¼ DIST COLl,ITY R0UTE .12 73 20.0 -22.0 REGISTERED ClrEu' v,t.O!ESsl~ «~ ~ ~ IIICHl£1. J. (IITEr.A,~ ;;;.;.:c,.;;;;;;..;-.,,.---.---111111 ... 1111• ~~ PLANS APPROVAL DATE « Exp.~ it r INC J).; CIVIL ~ GREINER, • ~'i or,.._,,..-; 1241 EAST DYER ROAD. SUITE 250 SANTA ANA. CALIFORNIA 92705-5605 ; 5¾ ········1···············r·······-----r··············~ ·····r • ·······.- • j O¼ ........................... ---r ............... _ ----!-····· .... ·----r ----.. ~ -5¼ .. ,-- 1. 5• ......... I-'-'-"' . ••• , : ... : I -10¼ ···········;················- : 12. 5• ···········r-··············t=-"' ··············r--- ···············.- ·!····· .. ········t····· - 550 ··! ····- ··,--- 540 ·······+···· .. ········•··········· ..... j..... ·······- l : .. ,_gQ.. : : ·······..!.············ t--:. ·········j i . •• 520 ···(·············1. ··········1·············j·· ... ······- 510 : ················1· ........ t--- 1. : '·······e-- ···········f·· 500 •..... -:... ··!···············r··············r-- I ········.:.. ........... . ··········••i••·········· ' ...-- 490 ·- - 480 ··.-- ·...-- 470 ·······t---- 460 ···r---PROFILE SCALE jHOR I z, \1 • I OP' 450 ·:···VE-fH-.···!l·a. ··•· ·t·O!"--•••• •• ~...--' : P-14' I 10¼ 0 "' ► ~ ., 5¼ 0 "' "' a:: !!l "' > I- 111 .. C O¼ "' I-:!! ' C ► ► ..,., ., 1-0 0 ..... 5z "' "' u!2 u _..,, "' ..... :c UC u -10¼ 430 0: 420 "' " .. z a: .. ,. "' I-.. V, 0 0 "' ... 410 , 0 d 0: .. .. 0 .. 380 370 360 350 I I 11 i------1::: 320 Stotb'I ... , .. ······~········ .... ; ... ............... T ... • 1oo·vq .. T .......... \ FILE 0. ••••••••• .. ••••••••c,o,-,ep•c••••••• .. •••••••••• l"LOT DATE, •••••••ytl,,..•••••• PE~ TABLE, ••-tot>1e•• .......... ! • ................ : Rt .... j ················1· • ········j············· ....... T ........... ! .. "' .,.., • I .... l ·· ............. 1 ... 1,0 a, • IOO'VC C FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I DIST CC>l,l,4TY ROUTE 1----112 9ra 73 ~o. o -22. o 34 - REGISTERED Cl"rEu ........... ····j ✓✓,\ll!ESS1e@ ti$~ ~ MJCfllll J. ancGA !; w Mo. 11119 "" PLANS APPROVAL DATE ,. 1----t-::::'~~':'::~:""~-:".-:-::------1/i• E-it §/QJ/g] -GREINER, INC. ~~ 1241 EAST OYER ROAD, SUITE 250 -SANTA ANA, CALIFORNIA 92705-5605 .. j ............... ( ···i· .............. ! Rt ......... ; ...... ; ................ :··············••;••··· .: ................ : ............... . ·······j················i---- ......... j ............... ❖. i ~t . .,,---. ........ j ... / ........ .; .. . ES ..... ; ........... j ........ . .· ...... . i S¼ T ............... i-.:.:..:-- - O¼ ..... i--,::;.;..- ···- .... r- ............ .; ............... _ ......... t-ID¾ ............... _ .... 1····· .......... \ ... ; ............... i .............. ! .. ·i 430 ........ r-""""'""""" 2 I ' I ' ............ !·· ....... r. ; ::::::: .. I/ ,o .............. _ 420 ..... i------ 410 .. ........ 1···· ···········r-............. r----- ........ f ............. _ 400 .............. -------- 100' ·1·0~ 390 ····- -----370 ............ _ ·e-- ·····i--- ...... t-- p-15 1-- 320 :1 .. 111 AC Dike Type D AC Dike Type A Or Statton Col louts er Layout I ans ES DIKE TRANSITION, TYPE A OR C TO TYPED totlon Col louts er Layout Ions ES AC Dike Type A s DIKE TRANSITION, TYPE A TO TYPE C AC Dike Type A Or C TYPE A OR C DIKt TRANSITION AC Dike Type D ES ES TYPED DIKE TRANSITION .... , 0, ................... ~¢ ................. .. A2-8 Curb ES TRANSITION A2-8 CURB AND GUTTER TO TYPED DIKE Htnoe Point A2-8 Curb t ti n 11 t Per Layout PI ans 5' Ede of Shld o. 2' '"sf." Type D Dike TYPED DIKE WITH DITCH 5' Ede of Shld o, 2' -s'T. Hlnoe Point Type A or C Dike TYPE A OR C DIKE WITH DITCH FOR REDUCED PLANS O MtCINI 11:.t'!AII:'~ .. ~~ I 2 I ES ES ' I DIST ROUT£· POST TOTAL 20. 0 -22. 0 ,~ Ze,f} Travel Woy PLANS APPROVAi. DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE SANTA ANA, CALIFORNIA 92705-5605 ,cross-Si ope Warp Area Bl ENTRANCE/EXIT.RAMP GORE DETAIL Molnl lne Structural Section AB FIiter Fobrlc m .60' AC <Type Bl 0. 25' ATPB 0.70' Cl 2 AB F lnl shed Surface o. 7' 3' Plostlc Pipe Slotted Cross Drain lnter-ceptor SECTION A-A PAVEMENT TRANSITION Ranp Structural Sect ton AC (Type BJ ATPB Cl 2 AB CONSTRUCTION DETAILS r11 FINAL SUBMITTAL MARCH 15. 1994 SECTION 3.2 NO SCALE C-1 c--- DIST COUNTY ROUTE 12 Oro 73 REGfSTERED CtVI.. ENOINEER POST Mn.ES TOTAL PROJECT TOTAL T 20. 0 -22. 0 3(, 288 See OrolnaQe Plans 15' Min For Location and Type \OrlQlnal r----------;;;;:,;;:~-------=~-~~I _l __ _ 0 ... >-~ ., 0 ... ... a: "' ... ;; ... "' .. a: 0 ... ... .. a: ... " .. ~ "' " .., ... ... "' u 0 a ... a: d .. .. u .. I 111 Keyway BxDxH --C ::> as Shown on Plans Concrete Splash Pad Per Coltrons Std Pion D99B---~ 0 ,: out let------, Bench Per Caltrons Std Specs 19-6.01 See Layout Plans and Berm Detalls for Outlet Pipe Termination Condition. Use Concrete Splash Pad Per Coltrans Std Plan 099B for Outlet Termination Behind AC Olke/Dltch Where Appl lcable----~ D•2' 2¾ MIi},/ ......-=-=~- - ---.,,..-s.M6:- - Bedrock or_/ /Suitable Sol I 0 "' Provide 4 CF/LF <Min) Permeable Material SurroundlnQ 4" Perforated Pipe, Wrap In FIiter Fabric. To Extend Ful I LenQth of Buttress/Stab I I lzatlon Fl I I With a Min 4¼ Gradient to Outlet Pipes. Provide Outlets at 100' Intervals (Mox>. •B~1s· Min or 1/z Slope HelQht Ch/2l Whichever Is Greater. Maintain Width of at Least½ RemalnlnQ Slope HelQht DurlnQ Reconstruction SKIN FILL ON NATURAL GROUND Suborode Errt>ankment F I I I s I ,,,-Lim! t Of r Remedlol Excavation Ortolnal Ground~----2 ___________ 7 ___ f _______ _ .41 D• Bottom Of Remedial Excovotlon J _______ / 1 t •DI As Shown On Contour GradlnQ Plans REMEDIAL EXCAVATION LIMITS ,.._, Ch •••••••••••••••••••dvn-•c••••••••••••••••••• fll.OT OATlo ....... ,. ... ,,,..•••••• KN T4tlL[o ••pen•-•• FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN l«:HES 2 Ground PUNS APPROVAL DATE 2'X 2'X '/,· Steel Plate __,,---Standard 3/4• Pipe Nipple, Welded Top And Underside Of Plate. d,;:::.-+------¼• Dia X 5'LonQ Galvanized Pipe, Standard Pipe Threads Top And Bottom, Extensions Threaded Both Ends And Added In 5' Increments. ~'-"~07""'''"'"""'r' ---1nr>---.o~K~,~~~-~ FI no I Grade 5' 5' NOTE• _,-Maintain 5' Clearance Of Heavy Equipment. Hand Compact In 2' Vertical Increments Or Alternatlve Suitable To And Accepted By The DeslQn EnQlneer. Hand C~act lnltlol 5' <Vertlcoll Within 10' Horizontal. Place And Hand Compact lnltlol 2' Of Fl I I Prior To Estobl lshlno lnttlal ReodlnQ. Bottom Of Cleonout ---Provide A Min I' Thickness Of Sand/Grovel BeddlnQ. I. Locations Of Settlement Plates Shol I Be Clearly Marked And Read I ly Vlslble <Red FloQOedJ To Equipment Operators . 2. Contractor Shel I Maintain 10' Hortzontol Clearance For Heavy Equipment Within 5' <Vertical> Of Plate Bose. Fl I I Within Clearance Area Shel I Be Hand Compacted To Project Specifications Or Compacted By Alternotlve Means Approved By The Des!Qn Enolneer. 3. After 5' <Vertical) Of Fl I I Is In Place. Contractor Shol I Maintain 5' Horlzontol Equipment Clearance. Fl I I In Clearance Area Shol I Be Hand Compacted (Or Approved AlternotlveJ In Vertical Increments Not To Exceed 2 Feet. 4. In The Event Of DomoQe To Settlement Plate Or Extension ResultlnQ From Equipment OperotlnQ Within Prescribed Clearance Area, Contractor Shol I lnmedlotely Notify The DeslQn Enotneer And Shel I Be Responslble For RestorlnQ The Settlement Plates To WorkfnQ Order. SETTLEMENT PLATE DETAIL CONSTRUCTION DETAILS ' r11 FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 NO SCALE C-2 '(--- " 0: :!l .. z a: .. " .., ... .. 8 u II! ... 0 d If .. u .. I 111 Fl.l 0, •••••••••••••••••••<29'>-c••••••••••••••••••• l'LOT OATlo ....... i,t,.......... I'£~ TAeu:, ·•~toble•-- Overlap 6" Mln Overlap 6" Min ------Permeable Materlal---------~ll'l!! ---------FI I tar-Fobr lc-------------.,1~ ---------Perforated Pipe---------~ ~------Bedrock Or Su 1 tab I e So I I -------..._ 6'. BLADED TRENCH GENERAL NOTES I. Permeable Moterlol To Satisfy Coltrons Standard Specifications. 68-1.025, Closs I. 2. Perforated & Non-Perforated Pipe To Be PVC (Schedule 40) Or Approved Alternate. 3. Outlet Pipes To Satisfy Caltrans Standard Specifications. 68-1.023. 4. Ft lter Fabric To Satisfy Cal trans Standard Specfftcotlons. 88-1.03 (Under Drains>. See Layout Plans and Berm Details for Outlet Pipe Termination Condition. Use Concrete Splash Pod Per Caltrans Std Plan D99B for Outlet Terminations Behind AC Dike/Ditch Where Appl !coble------. D•2' (Min! ~ Keyway BXDXH as Shown on Plans B, 15' Min 1---z• Min-, BACKHOE. TRENCH 6" Min '-'"---Provide 9 CF/LF <Min> Permeable Moterlal Surrounding 6" Or 8" Perforated Pipe. Wrap In Fl lter Fabric. Upstream End To Be Copped. Final 20' At Oownstrecm End To Be Non- P8rforoted Pipe To Approved Outlet. Maintain Mlnlrrun Gradient Of 2¼ On Drains And Outlets. Pipe To Be Located And Sized As Shown On Roadway Plans. CANYON SUBDRAIN DETAIL 15' Min Outlet Concrete Sp I ash Pod Per Coltrons Std Plan D99B Compacted F 11 I A Bench Per Caltrons Specs I 9-6. 01 Bedrock or X g 0 "' • Backcut Var I es. 1, I or Flatter @ Provide 4 CF/LF <Min> Permeable Mater I al Surroundlno 4" Perforated Pipe, Wrap In Fl lter Fabric. To Extend Ful I Length of Buttress/Stab! I lzatlon Ft I I With o Min. 4¼ Gradient to Outlet Pipes. Provide Outlets o 100' Intervals (Mox> BUTTRESS/STABILIZATION FILL DETAIL NO SCALE • Note, Backcut No Steeper Thon I• I. Construction Should Proceed lnmedlotely FOR REDUCED PLANS o nAir. u c.r ,s-ic: w ...,.urc, I 2 ' After Excavation. ' ' DIST COUNTY ·ROUTE 12 Ora 73 20.0 • 22.0 REGISTERED CIYI. ENGINEER PLANS APPROVAL. DATE See Dralnooe Plans For Location and Type CONSTRUCTION DETAILS FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 NO SCALE C-3 • 'C--- • 206•00 NEWPORT COAST DRIVE "NCD" 0 "' ► ~ m 32' Rt • NCO' 206•51. 73 0 "' "' 0: ~ "' ... "' ◄ 0: 0 402.55 ETW 402.37 ES "' 402.41 ETW ... ◄ 402.29 ES 0 402.27 ETW 402. 21 ES 402. 13 ETW ' O ► ► wm m ... 0 ◄ ... 0 -'z "' aQ " u _,.,, "' ◄W :c 402. 13 ES 401. 99 ETW 402.05 ES 0 NCO-I• i 1036•37.88 uo u 0: .., " "NCO' 206•66.75 POT• 'NCO-I" l 1036•84.88 POT 207 00 LIMIT OF WORK "NCD" ~ 207•00. 75 •44.88 End 'NCO-I" ~---Limits of Rock Fl 11 Disposal 0 0 . . "'-,... ' ~c, u z Q. ::::; <( 0: 0 0 • "' ,... 0 Half HelQht Slope Stablllzotlon Required Area As Shown On Plans [ ExlstlnQ Grode Finished Grode ---------------------v--=~--r-=-.---- I - DIST COUNTY ROUTE ToljCifT ~.?er 12 Oro 73 20. O -22. o ENOINEER Pl.ANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 Limits of Rock Fl I I Disposal Area As Shown On Plans ----r-------- 4_ -IO' Half HelQht Slope Stablllzatton Required .. ~ 0: NEWPORT COAST DRIVE/RAMP 'NCD-1" INTERSECTION Rock FIi I Dlsposol Area , ... ... .. :s u "I ... 0 d 0: .. .. 0 .. I 111 ,._, 10$ ···················~··········· .. •••••• f'l,.OT OATl.o •••••••yt ..... esuse P'£"I U,81..t. ■Spent-■■ SCALE• I• • 40' FOR REDUCED PLANS O nAlt':IN&I ~r.AI ~ K IN !Nf"Mt='~ I Mtntrrun 5' Overexcovotton Below Deston Grade Limit Of Overexcavotlon GRADING DETAIL WITHIN LIMITS OF ROCK FILL DISPOSAL AREA 2 ' ' ' CONSTRUCTION DETAILS FINAL SUBMITTAL MARCH 21. 1994 SECT ION 3. 2 AS NOTED C'A ln?i::An C-4 ' ► m 0 w ~ "' "' !:i 0 ' 0 ► wm !;co s!!' ul2 'I!~ uo "' "' ~ i :I .. u Ill 0 &' < u .. z 0 -,_ <[ ,_ 0 "' "' > "' "' "' ,_ <( 0 ► m 0 "' " u "' :t u "' "' ,_ U) 0 IL ci a: a: U) oow Q. D - U) -u z a: z <[ a: w a: 0 <.:) ,_ u <[ BEGIN 8" CONC CURB 0 1"1..1: IO• ................... d9111.,.cs .. , .. , ...... ,11111 ~OT PAT[, l .. llh)ltlmeSIIIII P:Ui TA8LI:• llpentoblell 18" STORM DRAIN SEE ROADWAY DRAINAGE PLANS 8" CONC CURB SEE CONSTRUCTION DETAILS 175' STORM DRAIN CATCH BASIN SEE ROADWAY DRAINAGE PLANS 8" CONC CURB SEE CONSTRUCT ION DETAILS 8039+00 ~~ 0 "'" ,Ii ., • ,.,~ V, N ;,, CONC ISLAND SEE CONSTRUCTION DETAILS ,~ ~~ •' ~<; :\½'t,. ~-x,.,~ ,.,~ / ,~ ~., ", ~~ ~-AV! ,.,~ CONCRETE BARRIER TOLL SEE CONSTRUCTION DETAILS BOOTH DRAINAGE SYSTEM Q) 19' x 6" PLASTIC PIPE@ AV I/ACM/MANUAL V, C "'"' 1 • ~ HP UNDERGROUND WATER TANK--~ FINAL LOCATION TO BE COORDINATED WITH RETAINING WALL COMPONENTS NEWPORT ;,, <D 2:1 ;,, <D HP GENERATOR PAO & CONC WALKWAY SEE TOLLROAO FACILITIES PLANS UTILITY BUILDING SEE TOLLROAO FACILITIES PLANS COAST NB ENTRY CRAMP NCD-8 FOR REDUCED PLANS O 2 1 3 I ORIGINAi_ SCALE IS IN !NrHF"<:; I RAMP ~ ~ re> zw W<D :, W• V, ><D 'l' «< a. => 0 w <.> ~ 0 r<.>r "' wzz ~ow .. <.> <.> :, r z w V, o-> ' <.>m < ,,,.,> ~.s-a. 00 ,, Z Z<.> •.,_ W<< G' .,,,,, "-',, 1.5' DEPARTURE ZONE 1'" ~11 :z. DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE LEE & RO 1199 So. Fullerton Rd Industry. CA. 91748 RAMP NCD-8 t __/ POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 20.0-22.0 ·o "~ G' LANTE ,~ ~' .,. ,.,~ 17.5' TOLL 6.5' CONC PLANTER SEE CONSTRUCTION DETAILS "'"~(J "J'\fo' _,,,--END 8" CONC CURB 1' UNDERGROUND WASTE TANK FINAL LOCATION TO BE COORDINATED WITH RETAINING WALL COl.4PONENTS PLAZA FINAL SUBMITTAL MARCH 21, 1994 SECTION 3,2 TOLL PLAZA SITE GRADING AND DRAINAGE PLAN SCALE• 1" • 10' C-5 • >-m 0 w !!! > w "' .. .. 0 ' 0>-Wm '"o .. .., 5z ul2 .!~ uo z D .... <t .... 0 w ~ w "' w .. .. 0 >-m 0 w "' u w l: u er er "' DOW Cl. 0 -Cf) -u z er z <r er w er o o .... u <t "-.£ ID• ................... dw,■1>-c• .. •HHH•H•• .. 11 "'-OT DATt• HHll■ytime...... pt;N TA8LE1 •ap.ntot>l<■H RAMP NCD-3 l BEG IN 8" CONC CURB CONC PLANTER SEE CONSTRUCTION DETAILS 1,5' 3027+-00 ~" ., ,Jf' ~ u .... z ~~ WW ~ > N .. • + o.m ~ "' N WC> o >-u ~w <ru .. uz .. zo V'I OUi-u z • w Zm:> -w <.>O> wz .. ., .. ,. 8" CONC CURB GENERATOR PAD AND CONC WALK SEE TOLL ROAD FACILITIES PLAN ," ~~~ AVI/ACM/MANUAL LANE ~ CONCRETE BARRIER SEE CONSTRUCTION DETAILS AV! LANE 3028+00 CONC ISLAND SEE CONSTRUCTION DETAILS SEE CONSTRUCTION DETAILS 8" CONC CURB SEE CONSTRUCT I ON DETAILS ~ N 0 DRAINAGE SYSTEM@ 2' x 6" PLASTIC PIPE HEX FOAM ATTENUATOR " v.,-_, DIST COIJIITY ROUTE 12 ORA 73 PLANS APPROVAL DATE LEE & RO 1199 So. Fullerton Rd Indus+~y. CA. 91748 POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 20.0-22.0 40 2e,e 18" STORM DRAIN SEE ROADWAY DRAINAGE PLANS 302 +00 !;/ z '"'" zw ~., w • o >m ~ :~ m u NW 0 0-U ~ wz <rO <C UUI-,_ z z V'I 8~~ w END 8" CONC CURB 175' ~~~ DEPARTURE ZONE -----i.---------------------------------------------------------------lw"'o. NEWPORT COAST SB EXIT CRAMP RAMP NCD-3 ~) TOLL PLAZA FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES ~~-~-~-~-J___ J FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 r11 TOLL PLAZA SITE GRADING AND DRAINAGE PLAN SCALE: 1" • 10' C-6 • 0 Id ► "' m ;:: 0 Id bl 0: "' bl ;:: I- Id <[ 0: 0 • I-<[ 0 ' 0 ► ► Wm m i-o ..... 0 Jz Id ::, (!) " u-u Jin Id <[ bl :c UC u 0: ~ <[ z • <[ JC 0: bl I-I-u 1/1 .. 0 ., IL 0 d 0: .. C u I- -SEE C 8 FOR 79' -0" vu,,, Jl'IUA, ,u,. ' 4'-o" 1 I -3: 1 I -3; *' 1 I 6 11 ~ ~ CPNC / 2' 0 11 1 ' ~ :-~, I -~ ,- -L>< ct, I *' I , ,,, 0 • ' ' ;,, I I "' • -~ - \ - ~---0 ~ P L A N SCALE: 3/8":o:cJ'-0" FILL VOID WITH •t- N ' ;,, ',;-- .~ ' a. --r ~ ► N r -\ #5@12 I TYP l 16'-s" * 4' -0" * I ,/ l==e'Ll ~ ~-r ~ ~----- E57 VEHICLE CRASH CUSHION MODEL 209509H7S MFR'D BY ENERGY ABSORPTION SYSTEM INC; OR APPROVED EQUAL ·~: DIST ~TY 12 ORA 73 REGISTERED c1viLEGINEER PLANS APPROVAL DATE POST MILES TOTAL PAOJECT 20.0-22.0 FRONT CABLE ANCHOR PLATE ANO CONNECTION BY VEHICLE MFR APPROVED SHOP DRAW[NGS(TYP) LEE & RO,~'""'""'""'"' 1199 So. Fullerton Rd Industry, CA. 91748 NOTE: VERIFY ALL DIMENSIONS SHOWN WITH " *" W/VEH I CLE CRASH CUSH I ON MFR APPROVED SHOP DRAWINGS GRANULAR MATERIAL\ 3-#4 X 3'-0"DOWELS EQUALLY SPACED EMBEOED 6" W/ EPOXY GROUT TO PCC BARRIER<TYPl\ SUPPORT AND ANCHOR BOLT rCONNECTtON BY VEHICLE CRASH CUSHION MFR APPROVED SHOP ~VEHICLE CRASH CUSHJON I ' 6" END WALL \ \ FILL VOID WITH GRANULAR MATERIAL ( TYP l ! ..,r..,r •--_, .. . . --~="-"' ,.--r-,;:;;a;===;::r, w ' ;,, 4 #4 ..,r~ •• [QUALL Y SPACED o"-. .. .. . . . .--. . . ... . ~ ~ ---"""'"""" ""'""'"" PCC BARRIER, SEE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN A75-B 6" CONC END WALL DRAWINGS (TYPl / MODEL 209509H7S MFR'O I SYSTEM I I / BY ENERGY ABSORPTION NC: OR APPROVED EQUAL .. 2 *, ~ I :,; !TYPJ-~ "' .., .... - ' "' ► 0 , ;., jw ,,, " -<',/ . ,b oB; "' ~== .~ 0 -' -;., ~ #4@12EW -* 7-#6 LI BARS EOUALL Y -~ 2 #6 U BARS SECTION A-A SCALE: 3/8"=1' Ou 4-#4 2 "CLR ~E"'OccU AccL-cL~Y,tt-e-,-y p SPACED PCC BARRIER, SEE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLAN A75-B 3-#4 X 3'-0" DOWELS EQUALLY SPACED EMBEDED 6" TO PCC BARR I ER ~ ·'"""· #6@12( TYP " SPACED J1 Ll #6 U BARS @12 EW PCC BARRIER, SEE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PAVEMENT SECTION SECTION 0-0 SCALE: 3/8 "=1 '-0" PCC BARRIER BEYOND PAVEMENT SECTION__,,,/ SECTION c-c SECTION 8-8 SCALE: 3/8"=1'-0" ;:;: ; ,_ ..... ,,,, ..... _ SCALE: 3/8"=1'-o" FOR REOUCED PLANS 8 ORIGINAL SCALE IS IN INCHES 2 3 FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 TOLL PLAZA ATTENUATOR CONSTRUCTION DETAILS SCALE,AS NOTED C-7 0 "' >-"' (D > 0 ..,. "' 0: "' "' > ~ "' 0: 0 3' ROUNDING----,_ 3.5'. \ /3' ROUNDING /. 3.5' 3' 10.5' <.-, 8 "CONC CURB ,,._ SEE DETAIL 2 L,,_ EDGE DRAIN 1 SEE DETAIL 1 SEE NOTE 4 SHLD 6' CONC ISLAND COLLECTION ZONE 12.5' - ~ \ ,, 4' 5' --' SHLD 8 "CQNC CURB ~ 0 SEE DETAIL 2 3' 1--~ ,.::} .,,,...,,my w ~ G k -. 1( - "' ~ TYPICAL CROSS SECTION 0 ... 0>-W(D 1--o ., "' --'z aQ ;;ii!] uo z 0 -1-- <I I-- >-(D 0 "' "' u "' ,: u a: a: <J> DOW "-0 -<J> -u z a: z <I a: w a: 0 '-' 1--u <I DETAIL 1 SCALE: 1" = 2' 1'11.E ,o, ••••••••••• .. •• .. ••t1qn•p•co•••••nu•n••••• Pl.OT OAT(, u••ll•ylim•llll•I PEN TABlEc ··p•ntobl•U SCALE: 1" = 5' EDGE DRAIN 11;R ;.,r== ~· ____:'1 / ~ 1 #4 LONGITUDINAL7 BAR #4 DOWEL SPACED 4', ~------< MIN. LENGTH 8" 1--z i's ~ w I-> u 4 W ~ ~ DETAIL 2 8 11 CONC SCALE: 1" = 2' FOR REDUCED PLANS O 00,r.1~.'AI ,,,... ,, , "" •'1 ,,,,...,,,...,, I ' 0 ' "' DIST COUNTY ROUTE !'>OST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 20.0-22.0 42. 2.e& ?~OF--9:SI~ " "' # ~ /£ B, LOVINGOO~~ PLANS APPROVAL ~ No. 46411 d,;; DATE -t< E.p. 3_·_3_, _-9_5 • 1-,-L..,E"E=-0,--_..,R,,_O,,_------>.,\ ~, c,v" ,,,.,~ - 14' -0" 10'-D" 4' O" 7' 4" 13' 2 OC ._,,l'c OF C1'\.\~13"';.. 1199 So. Fullerton Rd Industry, CA. 91748 SEE SHEET C-7 FOR o:: CONTINUATION w i 0:: I ~12 "R ( 2 PLACES l 11 '-1 " 1-a:: I/ I ~ ~ ----;;,;::======x ,,~-----+---------+-+-'H-,-----g rM'? + RAMP DOWN .......:: l~ ' ' ~ , '-PLANTER ___-/f~ \ w '-.; / \ B" CURB / DRAIN__/ -2' 1 "R SEE DETAIL 2 CURB 2 ' FRENCH TOLL ISLAND PLAN SCALE: 1~/=1 '-o" 3 ' T ;f #4!!12 (TYPl OP OF ISLAND (W/STD HOOK) TO BE LEVEL " N ... ,J, l_ -,--J'---.~ J ~ ~;:: • l 11 I ,-u 4W 'zi,[ -~-11 ~ , 11 I o,.Vl fi It, -\ .. .. .. .. +---~"'LASS 2 BASE - SECTION A-A SCALE: 1/2" = 1'-0" FINAL SUBMITTAL MARCH 21, 1994. SECTION 3.2 TO EXTEND UNDER ISLAND NOTES: 1. DIMENSIONS OF THE STRUCTURAL SECTION ARE SUBJECT TO TOLERANCE SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN ON SECTION 3.2 ROADWAY PLANS OR AS DIRECTED BY THE ENGINEER. 3. EDGE DRAIN TO CONFORM TO TYPE 6 CALTRANS STANDARD DRAWING D99A. 4. TYPICAL EDGE DRAIN DETAIL. REFER TO SECTION 3.2 EDGE DRAIN PLANS FOR LOCATIONS OF OUTLETS AND VENTS WITHIN TOLL PLAZA ZONE TOLL BOOTH CONSTRUCTION ISLAND DETAILS SCALE: AS NOTED C--8 - 0: "' "' , __ 1 .. " .. u a ll: .. .. u .. l11 rr "' ,_ ig ... d 'SB• i, 949•63, 6 I POT Bk · .. : IEn Se tlon 3. I) 'SB· i 949•62.61 POT C8egrn Sectton 3,21 (. ROUTE 73 949•85.04 POT Bk• I nd Sectron 3. fl 11. ROUTE 73 950•00 POT Ahd• IBe9Jn Section 3.2) 'NB' i 949•9I, 75 POT Bk• CEnd Section 3.1) 1 'NB• t 950•32,52 POT Ahd f8e9Jn Section 3,21 ~~ Ch •••••••••••••••••••Cf9'\ai:,,c:••••• • • • • • • • • • • • • • • ~OT CJllT[, .......... y,r........... P!H f,lltt.c, •• l).,,,ooi. •• L[CENOi / / ) -:--,..\ \ \ __ ,.:;;::·.:::::::.: .. !" REMEDIAL EXCAVATION LEGEND •;-";"'"'"'.-'";,,., ./LJmJt~.--·Of Roef Fl I I~ ~Po~{'i\Ar~,o··\:::"• ..... , SUB AREA APPROXIMATE EXCAVATION DEPTH ,.. __ .,. __ _..-Reme<1101 Excovotlon.-l Its·, , ·, ··.:·. ,t:-.z;(:z:J~ St¢111zot_!.6~/Flf_1 ... ·l\ey ._j ) °\ )\_ A 1'-2' fC::::,;X::Jf Sl,ln Ff I f/BOCkc~t· .-''-/ ) j (' 8 2' -4' \.... \ '··.<"' 10' -30' 5'-12' ,.. 7 •• S.lope ioaeme}1t \ ··, .. • ... •. ,··;. ·;::::·::·.i:°j_j: i:'_'j;~;./ ·:, ; ••• • ••• • ''. .,;) \\l,;z~?;:" 959' ,~40 930_. FOR REDUCEO PLANS o ORJGJN.4L SCALE IS IN INC~S L_L 2 ' --...J @ SETTLEMENT PLATE/MONUMENT LOCATIONS DIST COUNTY ROUTE roi;.«l{T PA'1: 12 Oro 73 20. O -ID• 11. RTE 73 OFFsn GRADING PLAN 4~, SM-3201 97 f •20 120• L G-2 SM-3202 995•00 70' L G-4 REGISTERE~ l.. ENG!tEER SM-3203 995•00 90' R G-4 SM-3204 996,oo 90' R G-4 Pf..A"5: APPR0V.4l DAT( SM-3205 996•00 70' L G-4 GREINER, INC. SM-3206 NCO-I 30' R G-7 1241 [AST DY[R ROAD, SUIT[ 250 1034+60 SANTA ANA. CALIFORNIA 92705-5605 cu 12332 EA 102540 X 0 "' ► ~ ID 0 "' "' 0: "' "' > ,-. "' .. a: 0 X "' ,-. .. 0 ' O ► ► WID ID ,-.0 ◄., 0 -'z "' ih~ " u .JU) "' ~~ n 0: "' 0 .. x---z a: .. :, "' ,-. .. "' u 0 "l ... 0 d f .. u .. I 111 ··•••• .......... .... ... .· ... .Jfpproxlrncr+e L tmlti Of Sk In n I I Bac~ctit. NOTE• This Pion Accurate For GrodlnQ Only. Bac~Cut SkJ-r(°F I I I Boc~cut, /60' X :2' X 3' ...... /}\: •• ,·• ... •· ';;_: FOR REDUCED PLANS 0 2 3 DIST COUNTY ROUTE 12 Ora 73 PLANS APPROVAL DATE GREINER, INC . POST MILES TOTAL PRO.ECT 20.0 • 22.0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 CONTOUR GRADING SCALE• I'• 50' G-2 '. Q '" ► m ~ Q '" '" a: ~ '" .... ii! .. Q '" .... .. a: .. I) .. z .. a: :0 ... .... .. lS u !fl ... f ..; .. u .. 111 APPROX I MA TE LOCATION E. S. A. ORA-1249 i . . • ,, ' jS l? p~·N'·~J ! ·:'·.,,;•.· .. : .. ~: .. \·t.···· j \ • '/;:.:··:::::.:' '"'"'-'-'-"" ';. ' ' ,, '··' i • ......... // '/l \. __ \,\ :·T • . ....... _/·.::... . .. ·< ..... ........ ; ......... •·:··-..:::.'.)_! NOTE• This Pion Accurate For ~~T -:;..,••••••••••••••••••• Tr, •••••••v1"1"'•••••~••••••••••••••••••• ff TA!ll£1 ••~•n•ot>r.ee FOR REDUCED Pt.ANS 0 2 ' ' DIST COUNTY 12 Oro ROUTE 73 h/,k,_ REcasrEREok ENGINEER :rt".···.\·_·.•.·.~' .. -~.: ...•.. --.. -.. ·:::·· .. ·.·. .... ......... • ... _:;.... • ; • ,.. ... ~ . i _:::// >/. / :::::::--··:· / _.-.. f .... .,>_· .. :.:.,~.:.: .. •.·.·•.•.· .• • •• .. _..., //( \ \ •• ..• >·~· • .. • .. ·.: .,,,,.,,·--;·\ .. yr-\ .· .:•···:-·'-.\. ,_/.-:/\ \, . .· •. \;i~. • •• /..:/: : : ;. .. :_ \·•.>:_~h.:J· ... __ ,.·,7<.:: :,{{ •• / .-·>}t·+ i // ' r:i•·> /' CONTOUR GRAD I NG SCALE• 1 • • SO' FINAL SUBMITTAL MARCH 21. 1994 SECT ION 3. 2 G-3 (--- Q .. ► ~ ., Q .. ... a: ~ .. ... .. ◄ a: Q .. ... ◄ Q ' O ► ► ... ., ., ... 0 Q ◄ .. 5z .. "' u2 u -"" .. ◄Id :,: uo u a: 0 "' 0 0 .. z a: .. " "' ... ... "' u 0 !lj ... 0 ,.; II: .. .. u ... . ,•• . . _;. ·· ...•• I 111 'i : \~'y __ ; :(:._\ ,:, l\,, \) " \\\\'\ ; ..•• , ..... , 1,/~iLJ :~,~~~;,f; / ~ r:· .• ,, /:'.'> NOTE• This Pion Accurate For Gradlno Only. Ll'LI: 11>1 ••••• .. •••••••••H•.,.,._cH••••••••••••••••• .,,OT OATEI IHHHytl,,..111111 ~ TASL.li:o llpen't-H ttt . 'k:, ··:-···· / . ·:~(,:': .. :~.:'::-::.-...-;2~•~ ~. .·••••;,c,Ji:i;:iL·.·.·.·.· .. •••• FOR REDUCED Pt.ANS ORIGINAL SCALE IS 1N INCHES ! 0 I 2 I ' I '•• ...... . ·- •, •· .. DIST COUNTY ROUTE 12 Ora 73 VL ENGINEER PLANS APPROVAL DATE GREINER, INC, 1241 EAST DYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92705-5605 . ................. . ,,••···· CONTOUR GRADING FINAL SUBMITTAL MARCH 2 I , I 994 SECTION 3.2 SCALE• I' • 50' G-4 ,.;--- 0 "" ► m \\! 0 111 "' \\! "' ... "' ◄ a: 0 "' ... ,;;:;; ◄ .......... 0: ~ ◄ z a: ◄ 2 "' ... .. "' ~ 0 ... f d .. u .. ' I 111 NOTE• This Pion Accurate For :'T t0e •·••••••••••••••••• 0 OAT~ •••••••Y••-••••~ltP•c•••n•••••••••••••• ~ TAIII.E, ••pen•-•• ,, ... Grading Only. ' .- , ,, //'f:)i 0/{/( FOR REDUCED PLANS 0 I 2 I ' I DIST COUNTY 12 Oro ROUTE 73 IV.. ENGINEER POST Ml.ES TOTAL PRO.ECT 20.0 -22.0 PUNS APPROVAL DATE GREINER, INC. t~~}AE!~l.0~~~1~8~~iAs~~~~s~~6 ........ ....... •· CONTOUR GRADING FINAL SUBMITTAL MARCH 21 , I 994 SECTION 3. 2 CU 1?'.B? SCALE• I• • 50' G-5 F'A 10?540 , ___ ::::-::-··••••• ..... 0 "' ► ~ m 0 "' "' a: ~ "' I- "' ◄ a: 0 ::::: ... ...... ••:·:·•······················ ·•••• ······•···•••••••••• . ·.·.·.·.-:.::::............. •• .. ···•·:•::·· ........... •••• •· ... :::::>:::. I-.. 0 cl ► ► wm m ,-.o 0 ◄ ... "' sz "' u2 u ..JIii "' ◄W :c uo u a: "' <> ◄ z a: ◄ "' " .... ... Ill 0 u ... "l i d .. ◄ u ... 111 NOTE• This Pion Accurate For GradlnQ Only. c••••••••••••••:::.:,:. •••• •••••H •oon~~N T Ak£1 ••pa,n ,._. io. ............. :,, ... , ......... . PLOT OATlb • ........ ·.·•·:~-::i·.~ •. :· • ::::::: :::.:_.)\ •• • ... •· MATCH LIN£ STA SE:£ 4024.50 •• •••••• :J,. -··· SH££T G-1 I .... .••• l ...-:: ;,,,-:-IP- /. ••••·· .... •·· ... •·· ···········••' ··•••• ... ···•••••• FOR REDUCED PlANS INCHES ORIGINAL SCALE IS IN 0 I I s -.I .•N·~: ·l .. ... .· ••••••··· ... •······· ··••• DIST COUNTY ROUTE 73 IVI.. ENGINEER PLANS APPROVAL DATE 20.0 -22.0 ~2~1E:~~:~R ~~A~ :s~1i~5~5 SANTA ANA. CALIFORNI Wetlands cu 12332 Wetland Area New EA 102540 G I 111 ::ll_:.": .. i.-.•.'_:·;·:·:~.-.~.;.:.r.·.:.,_:·f·'..✓:\.:·'.·:·::.j·~·:·~.:_: .•. : .•. ·.·.~.'.:'··.:.:.i.~.i.:.·.;.~.::::;.;·;·t/··: ,:ft::< ••. , / •••••. \•:;::s,;;,,•··•·. • •• ' ? • ~ / •1?~:;J·~: ••• ··; ::1!/D'.,p4/ : : ~_{J:23< __ (·...... > ~~W 0:i'p'\H.i, OcFR~k F\t'ISi\ D.t4ooso't_ .._~i'lio .. ••. t¾#s.•I b I j), ~ii~ay', Oll~<it:!:0<:1 ·• •... ••.... , ,~Or ~1~·.:~tal),_1 •. U~atlo~c· ... -.._ .. , ........ ,. !/ / \ \ • ;. .. .... ·.NCO•;·, ..... i . . . 1[ .. ·• \:.:•.~··,:·.:··--_. . .-·"·.·•,,· .. • • ,44»\ }J}fff:}' ... /·/ • ~ ~-:~~ .,,,..-. -. o,~ ✓-,~ Buttr'"8SS Key 80' x5' x7' Transition Buttress Keywoy 50'x4'x5' NOTE• This Pion Accurate For Grodtno Only. l'LI IDt •••••••••••••••••••donar,•c••••u••••••••••••• Pl.OT OATl:1 •••••••:,t-1..,.tttttt l"fi:N T<l81.t, ,,p..,1'ot>l4,H ED • FOR REDUCED PLANS o 2 3 ORICIN.ll SC.I.LE: IS IN INCHE:S DIST COUNTY 12 PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705·5605 .. • ,· . r '' " ........ .l. .. . I " I ,. ---r--·· // 1 .... . -··· I / .--·· I/ IJ .. .,..:: •• New·· Wet I and • • Area .. ··::".·: s1ip: Easement __ ..... -·_.·<---··· .... •·····,.. Wet lands CONTOUR GRADING ······••INAL SUBMITTAL MARCH 21, 199◄ SECTION 3,2 cu 12332 SCALE, 1• • 50' G-7 EA 102540 Q ... .. ~ ID Q ... ... 0: ~ ... I-... .. 0: Q • ... I-.. 0: "' " .. . ,.., ' 0 u z 0 "' + ,.., ,.., 0 ,.., < 1-Vl w z _J :c u I-< :::i; z 0: 11:---.. • • 2 "' I-.. "' u 0 "' ... cl d 0: .. .. u .. I 111 NOTE• This Pion Accurate For Grodtno Only. fl.IE io. •••••••••••••••••••oOn-H••••••••n•n•••• "'-OT 04Tl:o •••••••:l'tl,,..tttttt l"£N TA81.lt ••~t-tt FOR REDUCED PLANS ORIGINAL SCALE 1S IN INCHES 0 2 ' • ..... .. :·. i",: / .. ·•• ''.i/ DIST COUNTY ROUTE 12 Oro 7_3 REGISTERED~ PUNS APPROVAt. DATE GREINER, INC. POST ""-ES TOTAL PROJECT 20.0 -22.0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 •• /::~~ \'\\ . \/.\1 •... · ... f:'11':t;)''.)\~ < I- Vl w z _J :c u I-< :::i; Eqse'iien_t> HEET TOTA!. NO. SHEET 50 2M CONTOUR GRADING FINAL SUBMITTAL MARCH 21, 1994 SECT I ON 3. 2 cu 12332 SCALE: I' • 50' G-8 fA IO?Si40 1--- ;,;,. ► .,., ., .. 0 •., 0 -'z "' Qg " u -'"' "' ... :,: uo u 0: !'I .. z 0: .. " ... .. .. II) u 0 "' ... ., 0 d 0: .. .. u .. II NOTE• This Pion Accurate For GrodlnQ Only. FLI: 10,, •• .. •••••••••••••••do,'lac>•c:• .. ••••••••••u•••• l'\.OT DATS:t .. •••••yt1.,..•••••• ~N TAaLt, ••~tabl••• 0 0 + .... ..,. 0 <( I-V) Lu z J :c u I- <( ::::. FOR REDUCED PLANS ORIGINAi ~l"'AI I=' I~ IN INl"'~C. 0 I _._._._. ........ .-.-.·.················ c''!,~ •••••• 2 DIST COUNTY ROUTE 12 Ora 73 REGfSTERED t;{ ENCilfrEER PLANS APPROVAL DATE GREINER, INC. POST .._ES TOTAL PROJECT 20.0 -22.0 '51 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 'SB' i 1054•19.74 POT Bk <End Section 3.2> 'SB' i 1054•02. 75 POT Ahd <BeQln Section 3.3) ~ ROUTE 73 1054•00 POT <End Section 3.2) <Begin Section 3.3> 'NB' i 1053•87.49 POC Bk <End Section 3.2> 'NB" i 10 3• 1.69 PO Ahd <Begin Section 3.3> CONTOUR GRADING FINAL SUBt.41 TTAL MARCH 2 I , I 994 SECTION 3.2 , ... .,., ... SCALE, I' • 50' G-9 0 ... ► !!! ID > 0 ... ... a: ~ ... .. ii! .. 0 ... .. .. ' 0 ► ► bllD ID '"o 0 .. ~ ... s., "' U-u -"" ... ..... :c uo u a: "' " .. z 0:: .. ::t "' .... .. "' u 0 Ill ... 0 d a: .. .. u .. I 111 NOTE• This P1on Accurate For GradtnQ Only. l"Ll l'.h •••••••••• .. •••••••donap•c•t••••••••••• .. •••• "-OT OATla ...... tyt"I_...... !"bf U.Bl.t. t•pe,n•-•• O> r-- 0 "' + "' r-- __, FOR REDUCED PlANS ORIGINAL SCALE IS IN INCHES 0 •.:~•.·•,•--. ___ _.-·=.:·.• ....... , ...... . t:}:;;~~~it::_~·. ' ; '••········ CD x: Cl u z DIST COUNTY ROUTE 12 Oro 73 REGIS TEAED Cl ANS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-56 CONTOUR GRADING FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 CU l?ll? SCALE• I' • 50' G-10 X X IC--- 0 "' >-~ m 0 I!! .. ~ .. ... .. ◄ 0: 0 .. ... .. 0: .. C) .. z a: .. " ... ... I-"' " 0 Ill ... 0 d f .. " I- I 111 ,-···:: .• -.... ...-:s·· /,,:::'······::::>=-"' NOTE• This Pion Accurate For Grodlno Only. , .. , IOs ·················••o0n-••····· .. ••••••·••• FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 2 I ,:,, ;: ... < J I ft" _ .. ····•••••••• _.-·· )::~;;~~;:;; ,.----:: ... ~-·: ... ··~•"~"" DIST COUNTY ROUTE 73 l. ENGIEER PLAHS APPROVAL DATE CONTOUR GRADING FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 SCALE, I' • 50' G-1 I X ► m C ... ~ ... 0: X 0: .. ., .. C ... ~ ... 0: ... .. .. C 'SB' ~ 949•63. 61 POT Bit". <End Section 3.11 • SB' $. 949•62. 61 POT Ahd• !Begin Section 3.2> x---z .. "' 11. ROUTE 73 949•85.04 POT Bk• !End Section 3, ll " ... .... .. "' u 0 .. ... ., 0 .; f .. u .. I 111 (I_ ROUTE 73 950•00 POT Ahd• !Begin Section 3,2l 'NB' $. 949•91. 75 POT Bk• <End Sect I on 3. I> • NB' $. 950•32, 52 POT Ahd !Begin Section 3,2l NOTE• This Pion Accurate ,._~ IOI •• .. •••••••••••••••d{lln-ctl .. t1tttttt11ttltt "-OT OATlu •••••••yt-1.,..ttHn l"£N TA9'.Eo 11.....,+-n ···-•. _\ __ ;~:.-~~-=~?~~~~'~ -<i • "t,i~{\'' --: : : LffL ~~; _____ -:.____:: ~ T~~: T-_..; r:":_f•:.:--.,_ -= .. :.;__:-: -~~--~~ .. ~-~:---·,;-- ...... -.. DIST COUNT'!' ROUTE 12 Oro 73. /4 /-'-, . REGtSTERED a.: ENGINEER PlANS APPROVAt. DA.TE GREINER, INC. POST MILES TOT AL PRO.A!CT 20,0 -22.0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5 ..., ' \ \ , •• // •·. > , •• :'";;/', '} 'cc,;:: :;(,:1tLW,,r£j' /// FOR REDUCED Pt.ANS ORIGINAL SCALE IS IN INCHES 0 2 ' PLANS • 50' D-1 cu 12332 EA 102540 • • ' ' ' • • ~a ~ 1JM1SMM/JDIW og /./~ CQ111 TCA fl RO~CT MANAGER DESIGNED BY ATE, REVISED BY CALCULATED/ ~= --:! i! ~ s: ~ i: -:: --f .. ~ :; -., "' i -0 ~= 0 ➔-~ ;: ► i,: 0 :! g .. , !: 0 •• -+ I! a, :· "T1 0 .., §i z ~ ►m ~., ~~ ~ ., m I! .. ~ z .. ~ .. 0 " w ll 0 , 0 ~ 0 ~ §' 'f- G. 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REGISTERED~ ROUTE 73 E~ER PLANS VAL DATE GREINER ?41 EAST OY~R ~~ACD • ANTA ANA, CALIFORNiASUITE 25 92705·56 _..-i y:\_·,,,-__ : ______ '. ......... ......-:> i/1:«;:,Jj,. ____ , , _"' -_ ~~~,n-~--,c0~'i/-' ,,ri -, ~---, : ,.,- _ ... /···· '~ .--.-···------,... :i:~~-/) _..--:,.--- ;. · ...... , · ~ -\-_ ·.:c0:::J:;::l:;:::0ici::::;:c.=ffCj;z-';"'==2;;:'';:1~2~;~:':;,:~;;;,0 ...-.. -0°/i~"J' j -.,,._, J -_ / __ .,,> --i-----~, --->' --P''"'" -----_c,, .. --------,__,-, ' ' Yf" -i ------/ / oo:;;t:~.1'x_: __ ::>-·:·{-/ , ... ; . : • : t ·:·:··-:c.4f:_~_-·_ .... _-.-_··_· ___ /· ____ :_:;.: ___ ·_ ... :,_~;.--,1 __ i:l;%-!!:#/l# :;·_· __ ".:...-_.·-.,_ ... -,._-,-_·_·: _ ____.,.,:--·:.:;_··· __ -_ 1 _4;r~~/ ~ / -:; ,; c ;,q Juc: ::+'.'.13~~;,~'-. -·: , -,-"' ,------- '--,L•, --+ ' ·---J/--j'j . • • I , ... -/ .i_--_ \ (-: • .-··· ,/ .• 1-~r'..''; ,• I ~ • _, ." , .. ,·· / : ;/ ·I I f 69 .o L DRAINAGE PLANS SCALE• I' 50' Drolnone 0 v nly. FINALS MARCH l1BM I TT AL SECT I ON 31994 . 2 D-3 FOR REDUC ORIGINAL ED PLANS SCALE IS IN INCHES 0 ' ' X c--- Q ... ► ~ m Q ... ... 0: ~ ... .. ... ◄ 0: Q ... .. ◄ Q ' O► ► wm "' '"o ◄ ... Q -'z ... i:Jg "' 0 _,., ... ◄Id :c 00 0 "' .. " .. z 0: .. ,. "' .. .. "' 0 0 .. ... ., 0 ,.; f .. 0 .. I 111 CURVE DATA DIST COUNTY ROUTE No. ' A T L 6 100' 40" 00' 00' 36. 40' 69. 8 I' 12 Oro 73 7 90' 42"21'25" 34. 87' 66.53' • 45' 24• 27' I 3• '9. 75' 19. 21' See Dralnooe Profile For BC And /~lj l / ,, _ ... ·::(,,,, __ :! . .· . ExlstlnQ Channel _f.1 fi( • __ ..... /. .// . L ENGINEER EC Doto 0 0 ♦ a, <X> a, ... ,,·· ·····••, .. ;·,.,; ................ 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DralnoQe Qnl .... •·····••' y. _ .. -·········· __ ... ---· .............. -······ --············ ,.•······•"'''' ••• I.IA TC ··············••••••••• .-·· ........... •·············· ____ ... •· ... -· 0 -······· ···••• 2 .,·· -............ •••••• ······:::::: .... :,'.':~ ·····• ••• :\·· ' DIST 12 T ';'ill Ml.ES 73 PRO..O:CT ~T TOTAL EC #~· ~tt'L~~~.2-0._o_-~2~2.:o;,s:;'.:~ 2~; COUNTY Oro ROUTE REGISTERED J'_1f"O: 9'VL ENGltEEA Pl.ANS APPROVAL DATE GREINER 1241 EAST DY~R !~(:. SANTA ANA, CALIF~~iASUITE 2 92705-56 ·••,,, ••,, . FINAL MARCH sl,BM , TT AL SECTION 31994 .2 D-6 X 0 "' ► ~ m 0 "' "' a: ~ "' I-"' .. a: 0 X "' I-.. 0 ' O ► ► "'m m 1-0 0 ..... -'z \:! =>c, u_ u ..,.,, "' ..... :c uo u a: I •---i f5 1- X ; X ' .. :s ~ ~ ._ d .. I:! I 111 •••••••• .. ,:.>·,!;i;1''1I•••••••••• .. ,it'• \__ . ;_ ~\;ope £0~'3i"nent _ • ...... : ~--~~,:---· 'l, ' ,:, . ,, ·-... ::··· ...• ,,-: • •.. -'·'Nf;D-3 ·t :-' // J../· \_______ • ··,.-: . .</< :.>:::::::.:: .. .... •::::...- ~o, ~ ~,,..r. ~. 0~ /..,... ~ NOTE• This Plan Accurate For Orolnooe Only. ,f,:,/'. C',s, 0 OlST COUNTY ROUTE 12 Oro 73 -µd., REGISTEREoZVl. ENGINEER PLAHS APPROVAL DATE GREINER, INC. 124 1 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 .-: : If ,, ' r. . . . r/::· I . =,,i; X " . I ~~. I ',, I • " •• L ', I , y.~-i-I:.--" • ·, I \; ·.-fs,. '~ -.. --· · ·r :,·1:}-, ·r·· ,-.,., .-· ', '1,111-/ ti\"'-........... ,j J/I; l I 1P. I\ -/ 11/1 1l i \, I _---:-;-, 1 '//' /I · t ·,;': .1i:i, if I ! 1 rl 1=----·¼i/f J 1 .. 1/ • ,111 fl/Ji / .... ...-. /; . ilt,l_;~;t-·"j ,'/ ••••••• _.(.;->') !/ i· 11 #.,..., "',. '/. .: ••.•••••••••••• •·•/#'.1 ,,, -· { -· .-· •• _;,'·'' ·' •/. 1· ..-. ~ -,. • ·:,~:-~ :·:~;:r····· -; • /;~~i. ··1 · r.-ed.-. / Easement '1'~ 'o •~~:1" ···/2::::::::: ... •·~~A I NACE PLANS ;.:>_,~ ¥/ ...... ,g,,,., "'""'--""" .. ........ SCALE• I' • so· ,i: •• ;-.. . r..iH~t: SQi'i,i,i)fTAL (1 • .-• ·, ,_. .... MARCH ZI, 1994 ~ / / •• 1 SECTION 3.2 ,,,. D-7 FOR REDUCED PLANS 0 ' ' ORIGINAL SCALE IS IN INCHES X x--- • "' N 0 " ;;, 0 V "' "' ,; ~ C 0 X " ,; "' 0. " C ; " 0 ~ 0 ... ,_ "' ., > 0 ... ... 0: ~ ... .. 111 .. 0 ... .. .. 0 ' O ► ,_ ..,., ., '"o :l!j;! 0 ... a2 "' 0 -'"' ... ..... :i: 00 0 a: "' " .. z 0: .. ::I "' .. .. ~ 0 !lj ... 0 d a: .. .. u .. I 111 :,o 0 :x: + u<D ........ 40 ~co ... .... "' · .. · .... , ..... ······••••••••••• e:.::.:;. ......... . FOR REDUCED PLANS ····••••••• .............. MICINAI <1.r..11 J:" ~ IN INt'Mt='C. 0 I ):;:,: .. ;;;;; i)ASi''~'{iJ]J}' :\i;:_::::;:::::::::::::: ..•....... ~/~~~2 2 I .,-<rt .... · ... · ........ •••••• ... • .. •••••• .••• ' ' r·····•········ ' ······· .. ·:·::,..,._ · ... DIST COUNTY ROUTE 12 Oro 73 4/L • d REGisTERED dJt ENGINEER Pl.ANS APPROVAi. DATE INC. ...J DRAINAGE FINAL SUBMITTAL MARCH 21. 1994 SECTION 3. 2 SCALE• I • PLANS • so· D-8 15 " .. z .. a: ::I ... ,-. ... Cl> u 0 Ill ... 0 d "' .. .. u ... I 111 NOTE• This Pl h.11: °' on Ace "-•• .. ;::•::::::"'"""-urote For •:.."''-••···· -········· "l:N TAIi.~ •··•······ ··-"'-·· Drainage 0 nly, 0 0 + r--..,. 0 ... I-V> w z _, :I: u 1-... :::; C ' , .... // FOR REDUCED PL nR1r.lN.ll t.r'At r:-ANS 0 I z 3 ' DIST COUNTY ROUTE 12 Oro 73 REGtSTERE~ C: r:::: ENGINEER PUNS APPROVAL DA.TE GREINER f 41 EAST DY~R ~~ACD • ANTA ANA, CALIFORNiAS9UITE 2705-56 "SB' !i, 1054 <End Sect I •19. 74 POT Bk 'SB' on 3,2> on 3. 31 Ahd (Beg!~ ~~c5t4,•02. 75 POT <End Sect! •00 POT me;;; 1 n .,.. __ ~n 3. 21 ROUTE 73 IO 4 ~tf\.,I Ion 3. 3> 'NB' <End S~ I 053•87, 49 'NB' action 3.2) POC Bk ectton 3•3 , Ahd (Beg!~ SI053•71. 69 PO FINALS MARCH l1BM I TT AL SECTION 31994 ,2 DRAINAGE SCALE• I' ---_,.., PLANS 50' D-9 ' ' •-~- X X Q "' ► "' m ;; Q w "' It ~ w .. w .. " Q "' I-.. .... C ► ► ... ., m ... 0 0 ..... 5z w " u!2 u --'"' w ..... :c uo u It "' ~ z a: .. :I .., ... .. "' u 0 "l ... 0 d It .. .. u .. I 111 "' r-- 0 "" + "" r-- ········~··· ~~~ • Ou ( ................................................................................. ·····.,:.:.·2 f NOTE, This Pion Accurate For DrolnoQe Only. ·-· I- V) X w z 0 -, ~, '°" ................... ~..,··················· l'LOT OATto HIIH1y-tl-HIIH ~ U.llll, ,,_,._,, TX 6,081,500 g ~ R/W X 6,082,000=F 0 0 ~ FOR REDUCED PlANS ns>lr':IN&I C:f'.&I t:' tc: IN -~C: 0 I 2 I ; ' I ED F + <X) <[ I-V) w z . ............. ...J :,: u I- <[ ~ DIST COUNTY ROUTE 12 Oro 73 REGISTERED C PLANS APPROVAL DATE GREINER, INC. POST MIi.ES TOTAL PROJECT 20.0 • 22.0 1241 EAST DYER ROAD. SUITE 2 SANTA ANA. CALIFORNIA 92705-5605 DRAINAGE PLANS FINAL SUBt.t I TTAL t.tARCH 21 , 1994 SECTION 3.2 SCALE• I" • 50' D-10 ' '. ' •--- X X 0 .., ► ~ ., 0 .., .., 0: ~ .., .. .., ◄ 0: 0 .., .. ◄ ' 0► ► ..,., ., .. 0 ◄LI.Is "'z QQ ~ .. HI) ~ ◄bl :C 00 U 0: ~ .. z 0: .. :::, "' ... .. "' u 0 • & <!' . DIST COUNTY 12 Oro .· .. ~~-~ , ,;-.,·-··· ·:::.:--· •• •• ,••'!o !ta". 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I 111 NOTE• This Plan Accurate For Drolnaoe Only. P'Ll 0. •••••••••••••••••••00""-cH••••••••••••••••• .,_OT DATE, •••••••~"-•••••• P£N TA8LE1 ••pent'-•• ·-· ·: ;--_-:;; · . ~~~~:;;;;:~~;~~ . ........ _ ---~---~-· -:-·· • . ··~~·- FOR REDUCED PLANS 0 ~~ '. ·-· )'-· l ,RG -!I, 2 FINAL SUBMITTAL MARCH 21, 1994 SECT ION 3. 2 rl I l')'ll'll? DRAINAGE PLANS SCALE• I' • 50' D-1 I r A 1n-,c An 990 985 980 975 970 0 ..., ► ~ ., 0 ..., 965 ..., a: ~ ..., .... ..., .. a: 0 ..., 960 .... .. 955 ' 0► ► ...,., ., .... 0 0 .. ..., -'z ..., 950 ::i., " "-u _,.,, ..., ~~ :,: u 945 ............. ·!···· ......... . ········~---········ ····i .. ••• r···----·---··r .......... l ······1 ····i····· ............ ····! ·!········· ··--··l ····-=-······· 990 985 980 965 960 955 950 i .............. ,;-···· ············j· ··-:- ··············i·· ·····!" ··············i 945 ········f· ··············! 93~ . 930 58'i Lt 'SB" < 953(45 .. 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DIST COUNTY ROUTE 12 Oro 73 REGISTERic(;l'VL ENGINEER PLAHS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 --··;·~-;-·;to1 --; ................. ! --···t ·----( ............ ---l . . ····!················; ············--··(···· 580 rh<''+r-rirlf-'-•••• -c •• :-....... -'-••• "' •••• '-'-•••• +'('-'-··············•······•······-'··············· '·········· •. . ... •. ::::::1 : . . ···········-· I ; -~-~ ·······1 ···t········ ............. \················( 575 ·············--. 570 ········t ·······:· ········i·······•· .. ••••••· ·····! .... ; ....... . ···············1· 565 . ;;0'-?~:~~:1~::2~~ ••••• if. •• ············j,········ ·······~··· ... ; .. ·············· ,~ ' : 101!4. I 0 ······l-· ··············•·• I ' I Tl ··············1•• ·············-·· ·········!····· • • • i I 540 545 ··f 535 .... ···••N• ~c ··~············ 530 ..... , 525 ·+··· ········j ········!··· 520 ......... -:,. ···········-:-• ···············r· D~AJNAGE .PROFI.LE F I NA\. suet.t I n AL • l.!ARtf/··2r····1g-g~······· SE.tr I or,/ 3\ 2 Sj:ALE• ·········-r ···············! HORIZ I; •50' iv~1n. ·r•s, DL 26 ···············t·· ·x 560 555 550 C ... ► II) m > ·······-······· ... 545 0: ... ......... ; ............ ! .. .. .. C X 540 24'~317' AP: 535 ' C ► ► ldm m .. c C :l~ ... :::i., " 530 u_ u ····-~-·············1················1 ·····t ............... : ................ : .. . .JV> ... ..... :,: UC u 525 0: ... " 520 .. )(---z 0: .. " ... .. .. 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SUBMl:rTAL • 1.tilRtff" ·n·····tgg~··· SEICT I ON 3( 2 FOR REDUCED PLANS 0 2 ' nr)1~11JA1 <:t"AI ~ ,., ,~, ,o.11•u~c, DlST COUNTY ROUTE PLANS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92705-5605 ··········.--·-· ············-···· . . -········ 2 Inlet\ [ •.... ' ... .................. ... l,J :,: ...... •~tJl·· ,_ .. il!l "' 490 485 480 475 470 455 450 440 435 430 Q ... >-~ ., Q ... ... 0: ~ ... .... ... ◄ 0: Q X ... .... ◄ ' O>-► ... ., ., >-o ..... Q -'z ... a2 " u .JV> ... ◄W :c uo u "' ... " .. 445 440 435 430 425 420 415 410 405 ················-······ i r- ............... t-.. ····~~--. . .. ·······~············j.:.'.·" ' ... ... -~iJi: .. u"' . ... ····•:••······<w-· : ::Ew ' "' ················j····· ••••••••••••••••I•••·••••• FL 420.8 ····ft· ·········""················!· •---z a: ~ X ... 400 .... .. 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SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 . . ·······~················j ········t······· ········!·········· .. ···· : : ···············j·········· ················!· ·········i················ ······! ·······t . ............. : ................. : ... . ········;· ............... ; ···············-········· ··••)••············••!••· ·········r·········· ... :·::: J ... ....... "j" ;. ; ·1················j··· ·····1·· .. ············j ....... ; ............... ! ................ ; 1::· ; :::1:· 435 430 425 420 415 410 .• .. ·.·.!.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .. i .. ............... r-········ . ............ _ .... ········i················, ..__ 400 ··········! ···············i·················?· ··············1················i• .............. ,. ·······j················ ••••••••••••••••••••••• ?............................ 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C DIST COUNTY ROUTE TO~T ~CT 12 Oro 73 20,0 • 22.0 ENGINEER PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 18"CSP Riser can be placed In any wall 45' Elbow CSPRlser ,;:;::-----See Std Pion O 93A •• -'----------,,,,c:.--::1._+.JJ..: for 36' CSP Riser, Measured to the nearest tenth of a for pay purposes STORM ELEVATION DRAIN RISER No Scale See Std Pion 0938 for CSP to Cross Drain connect tons. RC P shown . • • CONNECTION DRAINAGE DETAILS FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 NO SCALE D-61 X X x--- X ; X ' POST MILES DIST COUNTY ROUTE T TAL PROJECT 12 Ora 73 20. 0 • 22. 0 3'·10'/,' •1-See Anchor PI ocement Oetal I (Right) 3'·11½' ~~'/,· 0 3' -11½" 1/,· ---16 0 0 3' I Q ... ► ~ .. Q ... ... 0: ~ ... ... ... ◄ 0: Q a: ... <> ◄ z 0: ◄ "' .., .... ... "' u 0 ... ... .., 0 d a: .. ◄ u ... I 111 NOTE• r-- 1 I I I I I I I I I L_ __ • •· • ,, ,, ,, :.!. ,, ,, ,, ,b . t • _v: 't>-;~~-_:...-: -,_-v: t .: -'I:·. . <q-• SECTION P-P <For Pipe Olaneters Loroer Thon 39" See Section a-a At Right> GD-I INLET NO SCALE PLAN NO SCALE For Complete R/W And Accurate Access Doto. See R/W Record Maps At TCA Office. .... , IO, •••••·······••·•·••c,,gn-•••··••••••···••H· l'\.OT OATI> ... ••••:,,t1 .... ,HH• ~N TAflU:, Hpe,ntobleH L 4'x3'x'/,• ~ 39'Max Pipe Ola ANCHOR PLACEMENT DETAIL NO SCALE •c• Bors - 2 Above and 2 Below Opening ,,_o ,0 0 & <:-0 ,.' <.:; Ci "' ~ 0° 0 ~</.,Q S,, 'A' Bors 12' Min <Typ) Round Per Note 2 <Typ> L_•c• Bors - 2 Above and 2 Below Opening •4 0 12' Minimum of 4-•4 Ties Above and 4-•4 Ties Below Opening and an Sides. Maximum Spacing 18' PLAN OF CORNER CONNECTION w 12' Min <Typ) Round Per Note 2 CTypl '8' Bars· 2 Above and 2 Below Opening •4 O 12' Minimum of 4-•4 Ties Above and 4-•4 Ties Below Opening and on Sides. Maximum Spacing 18' PLAN OF SIDE CONNECTION ~ ~ V V ' ' ~ ~ 0 GRATE D T 12' 411 •• 15' 411. • 18' 5' 21' 5'1,' 24' 6' 27' 61/,' 30' 7' 33' 7' 36' 71/,. 39' 8' 42' 8' 45" 8' 48' 8" 51' 8' 54' 8' 57' 10' 60' 10' 63' 10' 66' 11' 69' I I ' 72' I I ' NOTES• 3• -1a~ • 2-4' x3" x'/4• 11? • x'/4 • Bar Both Sides 0 0 FRAME DETAIL NO SCALE •A• "B" -•c• "' " •5 ... • "' " •6 "' • _1 3' t Pl.ANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 25 SANTA ANA, CALIFORNIA 92705-5605 • A' Bors •4 0 12· <Typ) SECTION C-C I. Round Edge of Outlet to 3' Radius. 2. Reinforcement Shal I be 11/2• Clear from the Face of Concrete. 3. In Connecting ta an Existing Structure Break Out Portions of the Existing Structure Six Inches Outside Its Intersection With the New Connection. Bend Ends of •4 Bors Over Connection Opening os Required. MONOLITHIC CONNECTION FOR REDUCED Pl.ANS 0 2 FOR PIPES 12' TO 72' INCLUSIVE No Scale DRAINAGE DETAILS SCALE AS INDICATED FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 D-62 X X "' ... .. 0: l'l C x---~ ,. ... u !'I 0 0: .. C u ... • s "' ;; ~ "' ... ~ "' "' ... 8 ... ..; II VCR SECTION Drainage Notch Detoij 1 1/2 • R (Optional) • ±H (see table) DETAIL 1 RCP VCR ( total 5 -, s bee toble)I / Lr ~ ., :E ,,...E!2!'.-o 2 fr! I Total length = 4 S + 5 Lr CASE 1 RCf'. VCR (Total ◄) 25 (see table) :I: N l Total Length = 4 S + 4 Lr CASE 2 H • Velocity Control Ring (precost concrete pipe) Flow Detail 2 :I: N 0 I 0 SECTION A-A 8" to (see n A DETAIL 2 PLl/~ (Galvanize after welding) 3/8" jlx4" J-Boit!stud anchor or equivalent 1Jt 18" on center A • High strength, non-shrink grout Fl d End Section are or Wing Wall \ Flared End Section or Wing Woll • RCP VELOCITY CONTROL RING (VCR) ,-LI Cit •••••••••••••••••••~••••••••••••••••••• Ill.OT OATt. •••••••Y•---•HH ~ T.t,a.11 •--•~H No Scale FOR REDUCED PLANS 0 ' 2 DIST COl.ltTY ROUTE PLANS APPROVAL DATE RCP VELOCITY CONTROL RING GENERAL NOTES 1. Drainage notch of the RCP velocity control ring section shall be placed on the pipe invert and centered on the pipe centerline. 2. The location and spacing of the v~locity control rings are shown on the project plans. The RCP section between the rings shall be a multiple of 2 feet. 3. Precast concrete pipe energy dissipators shall be manufactured per Section 65 of Caltrans Standard Specifications. Reinforcing steel cages shall be the same as that of the ad jocent pipe except that on additional cage may be added. The rings do not hove to be 0-lood tested . 4. Values H and S ore shown on the VCR table. 01 Le and VCR case No. ore os shown on plans. The value H shall be multiple of one and one-half inches. 5 . .3/8 inch diameter reinforcing steel rods 12 inches long welded to the reinforcing cages may be used in place of the J-bolts of stud anchors. 6. Minor variations in dimensions may be accepted by the engineer. 7. Ring Lengths (Lr) may vary depending on manufacture/fabricator standards. VCR DESIGN/CONSTRUCTION TABLE CASE 1 CASE 2 Diameter Free Surface Flow Full Flow D Spacer Heigth Spacer Heigth (inches) .s H s H (feet) (inches) (feet) (inches) 24 4 3.0 2 1.5 30 4 3.0 4 3.0 36 4 -6 4.5 4 3.0 42 4 -6 6.0 4 3.0 48 6 - 8 6.0 4 3.0 54 6 -10 6.0 4 -6 4.5 60 8 -10 7.5 6 -8 4.5 66 8 -12 9.0 6 -8 4.5 72 8 -14 9.0 8 6.0 84 10 -16 9.0 8 6.0 96 12 -16 12.0 12 7.5 RCP VELOCITY CONTROL RING DRAINAGE DETAILS FINAL SUBMITTAL MARCH I 5, 1994 SECT ION 3. 2 SCALE AS INDICATED c--- 0 .., ► ~ a, 0 .., .., a: ~ .., .. .., .. a: 0 .., .. .. a: ~ .. ~ "' :::, .., .. .. "' u 0 a ... f d .. u .. I 111 ELEV A "- TIE BAR C BARS M NI "- ... SPRING LI OPTION CONST JOIN F 0~ ' ;w ' PLAN j •4ol8' o.c. BOTH "-WAYS TO BE USED WHEN D2 IS 60' OR MORE-----~ A SECTION NI-N2-N3 PROJECTED ON M-M-N3 NOTES w ' ' ' ' ' -=-"=-'--'-',hi ' • BARS •4ol8' O.C. BOTH WAYS TO BE USED WHEN B IS 60' OR MORE en I, VALUES FOR A, B, C, 01, 02, E, L, ELEV A, ELEV B, ELEV R ANO ELEV S ARE SHOWN ON DRAINAGE PLANS, 2. EMBEDMENT P SHALL BE 5' FOR PIPE DIAMETERS 12' TO 96' AND 8' FOR PIPE DIAMETERS 102' TO 144' 3. FLOOR OF STRUCTURE SHALL BE STEEL-TROWELED TO SPRING LINE. 4. REINFORCING STEEL SHALL BE 1-1/2' CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. A ANO B BARS NEED NOT BE LONGER THAN THE OUTSIDE DIAGONAL WIDTH OF THE LATERAL SPUR. 5, STEEL SCHEDULE• DIAM. B OR 02 A OR B BARS C OR F BARS 12' TO 39' •5 0 3' •4 0 6' 42' TO 84' •6 0 3' •S o 6" 90' TO 144' •7 O 3• •6 0 6" TIE BARS-•3 O 18" O. C. 6. ELEVATIONS APPLIES AT CENTER OF MAIN LINE ON PROLONGATION OF INVERT OF SPUR, 7. JUNCTION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY. 8. LATERALS-WHERE LATERALS ENTER ON BOTH SIDES OF STRUCTURE, THEY SHALL TIE BE DESIGNATED ON THE DRAINAGE PLAN AS RIGHT OR LEFT, FACING IN THE DIRECTION OF STATIONING. JUNCTION STRUCTURE NO. 2 <JS 21 l'ILl IOo •••••••••••••••••••<f9n-ct•••••••••••••••••• !"LOT OAT~ HHHt:,tlmeHtHt KN TA81.l:1 titpentobleH TABLE OF VALUES FOR F AND T 02 ORB FORT 12· 4' 15' 4-1/4' 18' 4-112" 21 • 5• 24" 5-1/4" 27" 5-1/2" 30" 6" 33• 6-1/4" 36' 6-1/2" 39• 7' 42" 7-1/2" 45" 7-3/4" 48" 8" 51" 8-1/2" 54" 9" 57" 9-1/4" 60" 9-1/2" 63" 10" 66" 10-1/4" 69" 10-3/4" 72" 11" 78" 11-3/4" 84" 12-112· 90" 13-1 /4" 96" 14" 102· 15-112" 108" 16' 114" 16-1/2" 120' 17" 126" 17" 132' 17-1 /2" 138" 17-1/2' 144" 18" BAR F BARS • T B • T • • • • ,_ SECTION G-G FOR REDUCED PLANS O nitll"!ltJI C:l'IC'IC .... ltJr C' I Level Line Grode Shown In Plan A L . . 18' 8" 20' 12. 5' 2. 5', 2. 5' 2. 5' SECTION A-A N. T. S. PLAN Dt$T COUNTY ROUTE ro';ClfT pft~CT 12 Oro 73 20.0 -22.0 ENGUEEA PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 25 SANTA ANA, CALIFORNIA 92705-5605 Terrace Drain Per Orange County EMA Std Pion 1321 A Down Orcln Per OCEMA Std 1321 6. 5' 6' 2.5' 2.5' 2.5' 12" Min Cover Reinforced Concrete Pipe SECTION 12' oc TERRACE & DOWN DRAIN INTERSECTION 2 ' 3 ' N. T. S. FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3.2 DRAINAGE DETAILS SCALE AS INDICATED D-64 • ~--- A Construction Of Anchor For Trench With Sloping Sldewal Is ►B 5' 3' 5' ,,,.,__-;I Trench: Width! --7..-• ... ,.. ◄ a: ~ ◄ t " ,.. u ~ f .. u ... I "' ... ,.. VI 0 ... d 111 ' 12' Optional Const.Joint SECTION B-B Elevation Concrete Pipe Anchors Notes• 4-•4 Bars ;. . . . I . • . • . . I • ~·. 3 J : I • I I . ..:..i:. ~-• t • • ... SECTION A-A PIPE X SLOPE DISTANCE I• I 12' I 1/21 I 14' 2• I 16' 2 1/21 I 18' 3• I 20' I-Pipe Anchors Required On Al I Slopes Of 3• I Or Steeper. 2-Al I Reinforcing Steel Shol I Be Nurt:ier 4 Bors. 3-"E" Shol I Be 8 Inches Unless Otherwise Specfled For Anti Seep Col lors "E" Shol I Be 12·. CONCRETE PIPE ANCHORS <ANTI SEEP COLLARI SECTION B-B n L T 17• I n• 4' I•• I O' 4' 1,0' . I •• 1-~· I . 54' I -5' I • 1-75 I I • 66' I, " 11' ,,. ?_n• I?' N. T_ S. New Or Exist Pipe •4 O 12 B CONCRETE COLLAR N. T. S. ,Lt 0. •••••••••••••••••••do,,-c• .. •••••••••••••••• "'-OT OAtlo •• .. •••:,ti,,........ HN 1"'81.lo ••-♦-.. 4• "' Drain I{_ Slope As Shown On DrotnoQe Plans F' low Direct Ion Slope As Shown On Gradtno Plan New Or Exist Pipe Notes• , 5' i Of •. B INLET APRON N, T, S. 3' Drain I· 'I' A ,I, .• ,. •· ,. •: PCC Concrete 5' 6' Flow Dfrectton And Frane :"-- SECTION A-A 4' I' 2' I' SECTION B-B Drainage Inlet, Type As Specified On Oralnaoe Profiles slope As Shown On Gradlno Pion PCC Concrete Orolnooe Inlet, Type As Specified On Drainage Profiles I. Where Pipes Of Different Olometers Are Joined With A Concrete Collar, L And T Shol I Be Those Of The Loroer Pipe. 0,01 Or 02 Whichever Is Greater. Ties 2. For Pipe Size Not Listed Use Next Size Loroer. 3. Omit Relnforclno On Pipes 24" And Less In Olaneter And On Al I Pipes Where Ano le "A" Is Less Thon Ten Degrees. 4. Jofn Pipes At Inverts. 5. Relnforcfno Shol I Be Placed 1112· Clear From Outside Dlaneter Of Pipe, FOR REDUCED PLANS O ORIGINAL SCA! F r.:; IN INCMFC:. I 2 I ' I CSP Ot$ T COUNTY ROUTE y ljOS 12 Oro 73 REGISTERED c°~ ENCifNEER PL.ANS APPROVAL DATE GREINER, INC. Slope 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 Ditch FL Roundlno CSP TEE Dlsslpator I Pipe Anchor Asserroly _:::::,--""~.,.;~t...Ll-.-il~,§t -;,~ 'l' ---"-Tropezoldol Ditch Lined Or Uni lned Oftch SECTION J~J N. T, S, For Oetol Is Not Shown See Std Pion D87A t"i!Qr /1 Lined Or Uni tned Ditch, See Orolnooe Plans For Type CSP Tee PLAN , I l---Dltch FL CSP WITH TEE N-T. S. DRAINAGE DETAILS FINAL SUBMITTAL MARCH 21, 1994 SECT ION 3. 2 SCALE AS INDICATED D-65 f". ,,.. ... ,, ,.,.. --- 0 "" ► !£ a, 0 "' "' 0: 700- 695- 690- ~ --0 0. 0 ,_ !£ "' .. 685-I' II! .. 0 "' .. .. 0 ' 0► ► wa, a, .. 0 ..... 0 sz "' " 012 0 .JIii "' .. "' :c 00 0 a: ~ .. z 0: .. ::t "' .. .. "' u 0 Ill ... 0 d a: .. .. u .. I 111 680- 308 RSP 0 "' --0 0. -' 0 u. ,_ 000 0 • ~o 0 a:,"' -<O<O 10+00 I 0 0 • 0 10•00 I "LI: 11>1 •••••••••• .. •••••••dQl'lap•c••••••••••••••••••• "-OT DATt. •••••••y'tlrt•••••••• '1i:N TA81..U ••PM>"-•• 0 10+05 I 10+05 I 5' 0 -' '° ... 00 • ~ 0 a:, -"' 10+10 I 0 '° 0 • 0 10+10 I S. A. F. 0 "' --0 0. 0 '° ,_ ,,; 0 -. . ~ 0"' -"' Finished Surface ~----/ 0 -' '° u. ... "' • V 0 a:, -"' B' -' u. N <O N • .... 0 a:, -"' SECTION IO+ 15 I 10•20 I 10+25 I 1• End SI 11 H•O. 6' = = 10+30 I 10+35 I N V • 0 L (I) C C 0 .c u • 0 -u. +--• 0 0 .. 0. "' 0 "' tn; . b "' +-u -L CL C: 0 (I) ..J 0 W > LL I->, r'"lCl!CO'IO ,q-L - • • + (I) QI "-I" l"-O C <D cn cn -W Ol t.D lO 10+40 I I 0•45 I 10•50 I □ □ □ □ c::::::J IO Chute 8 I eeks ----------1--· Vertical Wal I '° ... • 0 10+15 I \ N N • 0 PLAN 10+20 I ENERGY N. T. S, ~H•l,2', W•0,5' = = = \_IO Baffle Blocks H•0.6', W•0,5' "' ... • 0 FLOW lChonnel 10+25 10+30 10+35 10+40 I 0+45 10•50 I I I I I I DISSIPATOR e FOR REDUCED PLANS O ORIGINAL SCAL~ IS fN IIK':HtS t Control Point 10+67 EI 696. 0 FL 2 I ' I •5Ql2'0C I' -2' Water Stop Cont. •4o IB'OC N ' DIST COUNTY ROUTE 12• Ora 73 ENGINEER PUNS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 IO' -0' •50l2'0C A •40 IB'OC 2 •s Cont. T&B Typ •5ol2'0C • C Ir. Typ O Wal I a •S BAR 0 •9 BAR 0 •II BAR Water Stop Cont . S. A. F. ENERGY DISSIPATOR ~ ---------------~ N. T. S. MARK H REINFORCING A H~6' -0' •5" 12' o. c. A 6' -o· <H~ IO' -o· •9" 11' o.c. A 10'-0'<H~l2'-4' •II " 9' o.c. •3 Tl es o IB'OC •4 o Each Baffle Block •4 o Each Chute Block 2 •4 Cont. S. A. F. ENERGY N. T.S. FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3,2 DISSIPATOR ~ ~ DRAINAGE DETAILS SCALE AS INDICATED cu 1233? D-66 X X x--- 0 .. ► ~ "' 0 "' "' a: ~ .. ,_ "' .. a: 0 .. ,_ .. 0 ' O ► ► "'"' "' ,-0 ..... 0 -'z "' ag " u ..JIil "' ..... :,: uo u 0: .. " .. z a: .. 2 ... ,_ .. Cl> u 0 .. ... ... 0 d 0: .. .. u ,_ Concrete Cradle Statton Potnt Spring Line Elev S at Z Concrete Cradle t ' H--1- PLAN 3·mtn ,, , Undisturbed Earth Tie bars •3Ql8"o.c. SECTION z·-z·-z· <Projected on Y-Y-Z"l T Tie bars •3ol8"o.c. ,_ SECTION M-M TABLE OF VALUES FOR T B T 12' 4' 15" 4'/,. 18' 4½. 21' 5" 24". 5'/,' 21· 5½. 30" 6" 33• fl/,. 36" 6½. 39' 7" MlnUTIUTI depth of top and bottom slobs Shol I be D112 + 2". JUNCTION STRUCTURE NO. I <J.S. ll N. T. S. See Detol I 'A'~ STD Pion D99C 3' Plastic Pipe <Uns I otted> __ •y• Fitting • R •30' Mlnlrn..m I Type "A' Pavement Mark~r Type • A' Pavement Marker AC ES tr.. _4 4. A L 3" Plastic Pipe <Uns I otted> 'Y' Fitting R •30' Mlnlrn..m AC Dike SECTION A-A SECTION B-B 1/,4 • Checkered t cover and frame ~---------------------------1 I • L--r:-:=z-, : ace Arn;;i le :-- : Anchors\ Scoring : A Lines : _J \ L. , ___ _ ' ·-------------i--,1' Type A dike 4" R ;,. Protection bar PLAN TYPE OL MOD IF I ED COLMl INLET N. T. S. Pipe Plug Or Vent Cover AC Dike Type "A" Pavement Marker AC ES I ======~,a>-------<,.-J'-j-D~~~t~;~J 111 Direction Of Flow AB LONGITUDINAL SECTION TYPE '2' MODIFIED <2Ml CLEANOUT N. T. S. NOTE• Refer To STD Pion D99C For Additional Detol Is. NOTE• This Pion Accurate For Drainage Only. FLII: Clo ••• .. ••••••••••••••~c••••••••••••••••••• l'\.OT 0AT£t ....... yfl.......... l"£N 1'Alll..£t ••penf_ .. 3" Plostlc Pipe Edge Droln cs lotted! FOR REDUCED PLANS O ORIGINAi ~CAI I=' IC:: IN a.r.wi:-c:: I Of Flow Treated Permeable Mater I al AB LONGITUDINAL SECTION TYPE '3' MODIFIED (3M> CLEANOUT N. T. S. 2 ' ' ' DIST COUkTY ROUTE POST 12 Oro 73 ENGINEER PLAHS APPROV Al DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 60' RCP ., N Warped WlnQwOI I SYSTEM 128 INLET CRSP DEPTH=l8'l AC Dike -------- 3' Plastic Pipe <Unslotted> •y• Fitting R•30' Mlnl11U11 FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 J-• 10' DRAINAGE DETAILS SCALE AS INDICATED 0-67 X , ___ Q ... ► "' ., > Q ... ... a: ~ ... I-... .. a: Q ... I-.. ' O► ► ..,., ., 1-0 ..... Q -'z .., Be lj -'"' ... ..... u:c uo a: .. " .. ~ "' 2 ... I- I-VI u 0 II! ... 0 d II: .. u I- 111 FG FG 3• 3• Bors o 18"0.C. I' 4' -o· TYPE A DRAIN ( TOE OF SLOPE l N. T. S . 3' 4' -o· ·I' , l 3-3• Bors 0 I' Earth Berm TYPE A DRA!N (MEDIAN TOP OF SLOPE> N. T. S. 1 • 3'-0' 4' -o· Bors 18'0.C. TYPE B DRAIN <TOE OF SLOPE> N. T. S. TYPE B DRAIN <TOP OF SLOPE> N, T, S, NOTE• This Pion Accurate For Drainage Only. n .. E IOo •••••••••••••••••••"9nap•c•••••••••••••••H•• l"L.OT DATE, •••H••y1'1.......... Pl:"I TAkEo ••per,•--•• ., '1/0'( \eS 'IJOf'"\eS B B R• 12' A ----~1----:: / R•6' 30" MAX \_.,,/ .,, PIPE TO INTERCEPTOR DRAIN N. T. S. 6' 4' AC AB 3" Plostlc Pipe Edge Drain !Slotted) Wl.4xWl.4 WWM Natural Ground 6' 2' -o· I· 6 • ·I· 4'Bottom Tronsftlon SECTION A-A N. T. S. 2.0' 2.0' • I I O' 6'x6' WI. xWl.4 WW 3" Plostlc Pipe Edge Drain (Slotted) .,, ,----FS O Profl 18 Grode Drainage Grate AC : ·: ·.: :·. ·.: .ATPB •. : . AB DIST COUNTY ROUTE roP/351 pft~CT 12 Oro 73 20,0 -22,0 REGISTERED c1VL PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 30' Structure Approach Slob Pee -----7. ---~ '-=== ?~f!~0i~11 3" Plasttc Edge Drain cuns I otted> Pipe 3' Plostlc Pipe Cross Drain Interceptor !Slotted) ELEVATION N, T, S, 3' Plostlc Pipe Edge Drain <Uns I otted>. Drainage Inlet ES PLAN VIEW 3' Plostlc Pipe~ cuns I ottedl Type 3M Cleonout ~ 30' Structure--~ 11 Approach SI ob 11 11 II 3' Plostlc 11 Pipe Tee /'i1 Cross Oro In ___,/" ! : Interceptor 11 CROSS DRAIN INTERCEPTOR AT STRUCTURE APPROACH SECTION B-B N. T. S. FOR REDUCED PLANS O ORIGINAL SCALE ts IN INCHES I 2 I ' I N. T. S. F I NAL SUBM I TT AL MARCH 21, 1994 SECTION 3,2 DRAINAGE DETAILS SCALE AS INDICATED D-68 EL 860.00 See O?rotnooe 1--+--I Prof I I e +-----------{ 1--+~ 0 "' ► ~ m 0 "' "' 0: "' "' > ... "' ◄ 0: 0 "' ... ◄ ' O► ► wm m >-o ◄ .. 0 sz "' " u9 u -'"' "' ◄Id :,: uo u EL 856. 58 STA 27•02 STA 26•82 N a, • "' N .. ,_ <I> SECTION A-A N. T. S. N 0 • ,- N .. I-V> EL 860.00 2' 7" 2' EL 858,00± I .. ,---'~'--"o_, -'--~,I • Jon x st ng round •3 Bors At 12• Centers, Both Woy I, I See Dralnooe Prof I le B 10 B F lnlsh Ground VERTICAL WALL CHANNEL SECTION B-B 0 0 • -- ◄ ,_ V> N. T. S. A "' N • --.. ,_ V> A SYSTEM@ TRANSIT ION N. T. S. 6' 6-7' Channel Llnlno W/•3 Bors 12· Centers Both Woys 7" I I, I "' ;,. I• I "' • I • "' INLET SYSTEM§ N. T. S. I' I 111 ,Lt IOo ················•••dQn~Cl••••u••·····••••tt Pl.OT OAT£, ·····••i,tT-••···· "'" T.,eu:, ··~"-·· • Unless Otherwise Shown On Prof! le 'I SYSTEM 321 TRAPEZOIDAL DITCH SECTION A-A N. T. S. A A ·~----"-----------------------------------+-~~-·1--~+ ~-+----------------------------------------- Poured Monol tthlcol ly With Channel Lining On 1001 Intervals Between Stations I 1+50 And 26•50 'I PCC CUT OFF '{ WALL§ N. T. S. FOR REDUCED PLANS O l 2 ORIGINAL SCALE IS IN INCHES I 1 __ l I_ ____ J ' I t • I FINAL SUBMITTAL MARCH 21. 1994 SECT ION 3. 2 ~ T POST .._ES .,.;,, T COUN Y ROuTE TOT AL PRO.ECT 12 Oro 73 20.0 • 22.0 ENGINEER ~ANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA. CALIFORNIA 92705-5605 DRAINAGE DETAILS SCALE AS INDICATED cu 12332 £A IO?-=i40 D-69 0 .. ► !!! ., > 0 .. .. a: ~ .. ... I!! ◄ 0 .. ... ◄ 0 ' O ► ► .. ., ., ... 0 ◄ .. 0 sz .. "' uQ u _,., .. ◄bl :c uo u I 111 ...........::::590 -600 SYSTEM @s. §RSP N. T. S. Rock Projected S stem 320 Sta. I 0+43 Match Existing Channel <Approx. FL 556. I Ol ~ SYSTEM e RSP N. T. S. NOTE• This Pion Accurate For Drainage Only. ,._, o. •••••••••••••••••••<'ll"~•c••••••••••••••••••• 1'1.0T DAT[, •••••••ytlffletltttl '1:N TAOI.E, llp.,,tot:>lelt Slope As Indicated On Grading Plans RSP SUMMARY TABLE DIST COUNTY 12 Oro ROUTE 73 POST MILES TOT PROJECT 20. 0 -22. 0 123 SYS SIZE RSP ROCK METHOD NUMBER DEPTH SIZE D 10 D LONGITUDINAL SECTION Culver-t D _ / Rock Slope..........,__ _ y Protection y PLAN FES --t------· \Toe Of Slope/End of FES I \12 STORM DRAIN OUTLET <FES> N. T. S . 113 30' 2. 5' 1/-4Ton 122 18' 2.0' Facing 132 24' 2. 5' 1/-4Ton 140 30' 3. 5' 1/-4Ton 103 36' 5. 5' 2 Ton 127 30' 2.0' Foci no 128 60' 3. O' 1/-4Ton 308 48' 5. 5' I Ton WARPED WINGWALL DIMENSIONS z:::E -"' ...... a:Vl o;,; 128 320 320 FOR REDUCED PLANS O ORIGINAL SCALE IS IN INCHES L________t__ vi a:-"- "'"' o.., (00. ..,a. :::,;-N-:,0. _o. z Vl "-0 I 60 I 72 I 72 2 __ L __ l INLET/ OUTLET INLET INLET OUTLET 3 I DIMENSIONS <feet> L H M N w ELEV ·o· II 7. 25 8 3 -459.50 18 6. 75 15 3 -605.00 18 9.00 15 3 -563.00 B B B B A B B A ANGLE OF FLARE (degrees> 15 15 15 ENGINEER pt.ANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD. SUITE 25 SANTA ANA, CALIFORNIA 92705-5605 To Of Rock 696.00 b•20'At 86.00 "' SECTION A-A SYSTEM e N. T. S. SECTION B-B SYSTEM e N. T. S, One Ton Rock, Method 'A' 4 Ton Rock, Method 'A' DRAINAGE DETAILS FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 f'II l?ll? SCALE AS INDICATED D-70 ~ C .., ~ ll! .., .. ◄ i C .., ~ .., 0: .., .. ◄ C 0: ... ... :s .. II !!!!!!! 1'• • ......... -- TERRACE DRAIN LC.....--•-------... _. -'HOO ,.ol c...ttl __,. llil ,-_.,. "'-' ... -...,_ .. 1«1111,HZI .... ~ --· 1.-..... ...... •••••■L4•Wl.4 wl-wlN-(■.WM.l• _..... -1. .. a. ... --""'"""" ..... ...i.tMt_., ......... --'-..... ft ----............ ,.. ....... _, ___ ,_~.., .. -.... Of•1c1t1• -· --· .. _,... ____ .._ STO. PL.AN 1321 TERRACE DRAIN NOTE• This Plan Accurate Far EdQe Drainage Only. rLI Do 111111441444444111~414111ttt44ftl4ttH "-OT 0&11:o ........... Y"'-'14114 "EM TAM.lo •~-• ••••• ·-••.• • W 1.4 ...... ---.. SECTION A •A !lllll; L c..,-.ltllil_,. • .....__ ................ llf IIOO ._1.1. c--.., .. _....,, ...... _ ................. -....... CNo. I. ................. ~~-WIAaWl.4 ............. CW.1l■.)• ......... ...,.1. .. ...... ~ .. __ _,... .. ... ........ " ...... OftllW -...... "'"' .. --- --------..... -,....... ........... Oflllltl ......... -1 --~ _____ _,,o•.,..,... .... ......... ," .. -... llOWN DRAIN ORANGE ro.,m IENVIRONMENTAL. MANAGEMENT MiDIC'( --,;~. ;:~~.,,_~---- STD. PLAN 1321 DOWN DRAIN IIIUT I OP I FOR REDUCED PL ANS 0 SECTION A·A ORANGE OOUNTY STD. PLAN 1321 TERRACE DRAIN 8, DOWN DRAIN INTERSECTION aclflllf'I 2 3 PLANS APPROVAL DATE DRAINAGE FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 DETAILS 0-71 ' ~ 0 ... ~ > ... "' ... ... -c 0 ,. '., 0 ~o -c ... 5~ u-..... .,:!: I ~ u i ., ~ ... ... ... 0 ... "' ;: ... "' ... ... cl ,. ., 0 ... " u ... :c u a: .., ... Cl> 0 ... ..; a: a: Cl> 0 8.., 0.. -Cl> -u z a: z ... a: .., a: 0 "' ... u ... FILl IOo IIOCVI.DaG f'l.ot DATf:• ll·l•tl 'CSFZ '----' "----- )1 ~ \ ____ _ w SCUM_/ BAFFLE ~ r 4' PERFORATED DRAIN PIPE" WITH FILTER SOCK \ h 4'CLEANOUT CTYP) ' WEIR-CTYP) h INLET STEM WAL~t (3\ l/-~ ) ~ ENERGY 1 /DISSIPATOR ~ 1, CTYP) PERFORATED DRAIN PI PE CTYP) ® J ~ CD ~ OUTLET __.../' STEM WALL SCUM BAFFLE--' Ill ~" r-= ' ii! -;,--___ OUTLET (OVERFLOW INLET FOR STANDARD OPTION ONLY) / j ! SLOPE TO DRAIN @) 'CSF 4' '----' lrUTLET BAY I/ l•t--SPILLWAY FOR' IN POND' OPTION SEE NOTE I I, SHEET CSF2 . -~~FLAP VALVE CTYP) DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL ltROJECT NO. SHEETS 12 Oro 73 20. 0 I 22. 0 125" Z88 Rf.GISTEREO CIVIL ENGINEER PLANS APPROVAL DATE CSF'" TREATMENT P.O. BOX 19390 PORTLAND, OREGON (503) 644·8220 SYSTEMS, 97280 PVC PANEL SEAL WITH SILICONE SEALANT C) cs, TIIEA'IIIDP' mroa. 111e. 1tt, ! • •)·'.._CONCRETE WALL ~ EMBEDDED PANEL GU I DE PIPE WITH 2 4• PERFORATE ~ INTER I OR STEM.,, WALL CTYP) PANEL TO WALL ATTACHMENT N. T • S. ENLARGED VIEW I I /i ! i / I I / tc:..:>-...... INLET CTYP>, SEE SIT PLAN FOR LOCATION AND SIZE, FILTER SOCK GSF 2' (TYi>) ' I /A~ ~ j ! "1'-------1- ~FY y ~ CELL I CELL 2 CELL 3 CELL 4 __ __,, ___ v AR I E~------....1.---v AR I ES-------1---v AR I E,s-----~--VAR I cs I i----4'-----ff-----------------L -----------------t----2---' PLAN VIEW N. T. S. TABLE I -DESIGN CRITERIA STATION• OVERFLOW STANDARD COUTLET> INLET FOR OPTION ONLY PVC PANEL PANEL POST FOR CLARITY, PANEL STIFFENERS ARE NOT SHOWN. 1------12~·--------1 TIGHTEN SNUG AGAINST PANEL POST TABLE I I -CELL DIMENSIONS csF™ TYPE• csF™ TABLE 111 OUTLET BAY LENGTH SCUM BAFFL FIELD CUT NOTCH TO FIT ELEVATION A (INLET BAY FINISHED FLOOR>• INLET DIAMETER CDI N) I OUTLET DIAMETER CDOUT> I FOR ' IN POND' OPTION ONLY Q) I.E. SP I LLWAY1 WALL HEIGHT CFROM A ) I ANTI-FLOATATION MEASURES (YES OR NO) I TABLE I AND IV TO BE COMPLETED BY CONTRACTOR PRIOR TO CONSTRUCTION. SEE SITE PLAN . l'IIOJECTo ◄•ltN•OIOI l'PI T"91.[o 1U41SIIUHH TYPE CELL I CELL 2 CELL 3 CELL 4 w L PIPE I 8' 12' N/A N/A 12' -I' 20' DIAMETER 2 8' 30' N/A N/A 12' -I' 38' 24' 4 8' 25' 25' N/A 16' -2. 5' 58' 36' 6 10' 25' 25' N/A 24' -5. 5" 60' 42' 8 10' 20' 25' 25' 24' -5. 5' 80' 48' NOTES• CD FOR QUANTITIES AND CONFIGURATIONS SEE TABLE VI, SHEET CSF3. ® Q) FOR DRAIN PIPE SIZE, SPACING, AND QUANTITY SEE TABLE V, SHEET CSF2. 'IN PONO' OPTION IS TO BE CHOSEN BY THE SITE CIVIL ENGINEER IF THE ONLY LOCATION FOR THE csF™ IS WITHIN THE OETENTENTION POND ITSELF, OTHERWISE USE STANDARD OPTION. @) VER I FY OUTLET DIRECT I ON. SEE SI TE PLAN. FOA REDUCED PLANS 0 z 4' 5' 5' 6' WEI '--6'x3/8" ALL THREAD 304 STAINLESS STEEL ENERGY DISSIPATOR PVC PANEL ENERGY OISSIPATOR POST ATTACHMENT CTYP) NTS ENLARGED VIEW DRAINAGE DETAILS FINAL SUBMITTAL MARCH 21, 1994 SECT ION 3. 2 SCALE AS INOICATE-0 D-72 CSFI I NLE+- X .. w <> • j a: .., ... ~ VI u 0 w . ... i d .1 ~ X ); X FILTER 18' INLET BAY DRAIN / PANEL POST ' ' ' N. T. S. PANEL sT I hmm ' ------ \ \ 6'x3/8' ALG THREAD STA I NLESS Sl\EEL \ \ ENERGY DISSIPATOR I l COMPOST FILTER FABRIC RAIN ROCK DRAIN PIPE PANEL POST DETAIL ENLARGED VIEW COMPOST CONCRETE SLAB DRAIN ROCK SCREEN SECTION VIEW 11 DRAIN ROCK SEE TABLE V. PERFORATED ORA IN PI PE ITYP) SEE TABLE V. UNDISTURBED SECTION VIEW INTERIOR WALL <TYP> N. T. S. (CSFTM TYPE 4 SHOWN) TABLE IV -ELEVATION DA~ csF™ POIN DESCRIPTION ELEVATION TYPE I, 2, 4 lb INLET BAY FINISHED FLOOF A 6, 8 L1 FINISHED FLOOR AT OUTLET STEM WALL A-0.3 & TOP OF WALL <SEE NOTE 7) A+4.3 L1 TOP OF WALL (SEE NOTE Bl A•4.0 A I, E. INLET PIPE A•0.5 A I.E. OUTLET PIPE A-0, 3- < D OUT-D IN) & TOP OF BAFFLE & POST A+4.0 L1 TOP OF BAFFLE & POST A+3.8 & TOP OF BAFFLE & POST A•2. 7 4, 6, ! & TOP OF BAFFLE & POST A+3. I 8 /1),. TOP OF BAFFLE & POST A+2.9 FOR REDUCED PLANS 0 ' CALCULATE ELEVA TIO~ DIST COUNTY ROUTE ,OST MILES SHEET TOTAL TOTAL f"ROJECT NO. SttEETS 12 Oro 73 .20. o 1 22. o 1;2.1, 2.ee REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE SF '"TREATMENT SYSTEMS, SUB DRAIN OUTLET WITH FLAP VALVE P. 0, BOX 19390 PORTLAND, OREGON 97280 (503) 6.114-8220 (0 CSF TRE,.T\IENT SYSTEMS. INC, 1993 z TABLE V -UNDERDRAINS CSFTM DRAIN PIP NUMBER OF GRAVEL DEPTH OF TYPE DIAMETER DRAIN PIPES TH I CKNES COMPOST I 4' 6 6' 18' 2 4' 6 6' I 8' 4 4' 8 6' I 8' 6 6' 8 8' 16' 8 6' 8 8' 16' UNDERDRAINS TO BE EQUALLY SPACED. NOTES• (D FOR CLARITY, FIRST WEIR AND BAFFLE ARE NOT SHOWN. (£) ASSEMBLE WEIRS, BAFFLES, POSTS AND PANELS PER MANUFACTURER'S INSTRUCTIONS. SEAL ALL JOINTS WITH SILICON SEALANT. @ LEVEL WE IR WI TH LEVEL I NG BOLTS. © FILTER FABRIC SHALL EXTEND 6' ABOVE THE BASE OF THE COMPOST ON ALL FOUR SIDES. FASTEN FABRIC TO WALLS WITH TAPE PRIOR TO FILLING WITH COMPOST. @ DIN = INLET DIAMETER = 18' OR 24'. @ D OUT = DIAMETER OUT = 48' MAX I MUM. (f) FOR 'IN POND' OPTION£= !A•B.3> MAXIMUM . @ FOR 'IN POND' OPTION fl',. = <A•B.0) MAXIMUM. ® PROVIDE POSITIVE DRAINAGE TO DISCHARGE POINT. DRAIN SHOWN IS FOR STANDARD csF™ (NON-' IN POND' OPTION). 'IN POND' OPTION ANTI-FLOATATION MEASURES ARE TO BE DESIGNED BY THE SITE CIVIL ENGINEER. SHAPE OUTLET BAY BOTTOM WITH TROWEL FINISH TO INSURE NO STAND I NG WATER. @ ([i) FOR' IN POND' OPTION SET SPILLWAY ELEVATION TO ACCOMMODATE 0.5' OF FREEBOARD BELOW THE TOP OF WALL AT FULL FLOW CONDITIONS. MINIMUM ELEVATION OF SPILLWAY SHALL BE A+4,0 FEET, TO DETERMINE WEIR HEAD USE THE FOLLOWING EQUATIONS AND COEFFICIENTS• a w H C CxWxH I. S FILTER WIDTH HEAD ON WEIR <FT> NOTE• LETTERS USED IN THIS EQUATION APPLY ONL TO NOTE I I AND ARE NOT TO BE USED IN OTHER TABLES SHOWN IN THESE DRAWINGS. A FUNCTION OF H BASED ON THE TABLE BELOW• H 1.0 1.2 1.4 1.6 1.8 2.0 C 3. I 4 3. 20 3. 26 3. 29 3. 32 3. 31 <BRATER AND KING, 1983> TYPICAL ELEVATION OF ACCESS ROAD FOR' IN PONO' OPTION. TYPICAL ELEVATION OF ACCESS ROAD FOR STANDARD CSFTM !NON-' IN POND' OPTION>. ~ TYPICAL ELEVATION FOR BOTTOM OF DETENTION POND FOR ' IN POND' OPT I ON. FINAL SUBMITTAL MARCH 21, 1994 SECT I ON 3. 2 DRAINAGE DETAILS SCALE AS SHOWN 0-73 CSF2 JI (J J JI J X @® @® @® @) @ @) @® ®:II @;® B G B G ~ @) ~ @ § ®@ 0@® ®@ 0@® ®@ 0@® ®@ Q "' ► ~ "' > Q "' @ @) ~ §i "' 0: .. "' > ... JI J "' .. 0: Q J ©:v AXEtXB) ®@ AXE3XB) ©:v AXErxe ©:v @ @ -@ X "' CSF™ ... TYPE I .. ~ @ ~ @) §i Q ®@ 0@® ®@ 0@® ®@ AHE7KBJ ® G --)@ JI J J '-► ► Oa> "' "' ,-.o ..... Q JZ \:I :,<.> u-·:.l J .. @) ~ @) @) ®© @© @© ..... UC :,: u i JI J J . I ©:v A 5 B csF™ TYPE 6 0: l:j 01 X i a: "" ... ... "' u 0 B "' ... JI J J ~ d ;j JI J J ... CSFTM TYPE 2 JI J J ®• X B ©:v ©:v ®• ®• " ' '; ri: 1 ... < "' • ... " 0: 8 "' " 0 "' Q. -"' u "' z 0: z "' is ~ a: CSFTM TYPE 4 ... u "' '.; JI J J ' §. X csF™ TYPE 8 0 .; • ; ' LOCATION OF PLASTI-FAB FLOW KIT COMPONETS -PLAN VIEW ' , ', ' N. T. S. ' ' ; !.•~ ! .. _ FOfl: REDUCED PLANS 0 2 3 J ®® ® @;® ~ ® A KE~X 8 - §) AXEo;w BJ -- ~ §) 0@® ~ ® ®© J J 01ST COUNTY ROUT[ POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 20. 0 I 22. 0 12-7 Z,8[7 REGISTERED CIVIL ENGINEER Pt.ANS APPROVAL DATE SF TREATMENT SYSTEMS. P.O. BOX 19390 PORTLAND, OREGON 97280 (503) 644-8220 (0 CSF TltEATIIENT SYSTEMS, INC, IH3 TABLE VI -FLOW KIT MATERIAL LIST DIMENSION QTY -CSPM TYPE DESCRIPTION• I 2 4 6 8 PLASTIFAB FLOW KI " 0 46 IN. WEIR STANDARD 3 3 8 I, 15 @ 46 IN. PANEL ST I FFNER STANDARD 12 I 24 36 45 @) PANEL POST 39.6 IN. 2 2 3 4 5 @ PANEL POST 37.2 IN. 2 2 3 4 5 @) PANEL POST 30.0 IN. 2 2 3 4 5 @) PANEL POST 34.8 IN. 0 0 3 4 5 @) PANEL POST 32.4 IN. 0 0 0 0 5 (El) 4 8 IN. PVC PANEL ' 21. 6 IN. I I 2 3 3 ·~ 48 IN. PVC PANEL 28.6 IN. 2 2 2 3 3 @ 48 IN . PVC PANEL 19. 2 IN. I I 2 3 3 ' 48 IN. PVC PANEL 26.2 IN. 2 2 2 3 3 E 48 IN. PVC PANEL 12.0 IN. I I 2 3 3 E 48 IN. PVC PANEL 19.0 IN. 2 2 2 3 3 ~ 48 IN. PVC PANEL 16.8 IN. 0 0 2 3 3 ,. 48 IN. PVC PANEL 23.8 IN. 0 0 2 3 3 E9 48 IN. PVC PANEL 14. 4 IN. 0 0 0 0 3 El 48 IN. PVC PANEL 21. 4 IN. 0 0 0 0 3 G 12 IN. SCUM BAFFLE STANDARD 3 3 8 12 15 @ 12 IN. ENERGY DISS I PA TOR 5 FT. 2 2 0 0 0 @ 12 IN. ENERGY DISSIPATOR 9 FT. 0 0 3 0 0 @ 12 IN. ENERGY DISSIPATOR 13 FT. 0 0 0 3 4 @ EMBEDDED PANEL GUIDE 44. 4 IN. 2 2 2 2 2 lJ~ EMBEDDED PANEL GUIDE 42.0 IN. 2 2 2 2 2 @ EMBEDDED PANEL GUIDE 34.8 IN. 2 2 2 2 2 (3 EMBEDDED PANEL GUIDE 39.6 IN. 0 0 2 2 2 @ EMBEDDED PANEL GUIDE 37.2 IN. 0 0 0 0 2 • MISC. STAINLESS STEEL HARDWARE INCLUDED. FINAL SUBMITTAL MARCH 2 I • I 994 SECTION 3.2 DRAINAGE DETAILS SCALE AS SHOWN D-74 CSF3 C "' ► ~ m > C "' "' a: ~ "' > .. "' .. a: C "' .. .. C .L NOTES• STRUCTURAL DETAILS SHOWN ARE BASED UPON LEVEL WALL BACKFILLS AND 'H-20" CONSTRUCTION VEHICLE SURCHARGE LOADING ONLY. DIST COUNTY 12 Ora ROUTE POST MILES SHEU TOTAL TOTAL f"ROJ[CT NO. SHE.ETS 73 20. 0 I 22. 0 /25 288 3/4' CHAMFER BOTH SIDES <TY -r_r2· -1D ,_ ALL CONCRETE USED SHALL BE PORTLAND CEMENT CONCRETE WITH MINIMUM COMPRESSIVE STRENGTH= 3500 PSI. REGISTERf;O CIVIL ENGINEER - L- CLR. . ----i-;-BAR b . •• . ,,.--BARS a ·;; -· -- H . •• . -· ,. . L ~ ~ •• < _,, BAR b . -. -. . -. . -. . (-. . -. -. -. -. r . -· . . . . ' < -· . -· . -··~ . • . ' ---, ~'y'(~~'«&'✓ '-BAR a Q) CROSS SECTION -REBAR DETAIL N. T. S. ---1--3. 5' -1-3.5" - 46' 46' 46' 46' i'2· 2t 5' _j_ L ' 5' ' I I r, r, r, r, r, r, I . ~ I r, n .L -,_ 12' -r-;-. . • -· . . . - -· . . . , -· . . -. _J_ POUR SLAB AGAINST ACCEPTABLE UNDISTURBED SOIL OR AGAINST COMPACTED STRUCTURAL FILL MATERIAL COMPACTED AS SPECIFIED . INSTALL •5 HOOP REBAR AROUND ALL INLET AND OUTLET PIPES. REBAR SCHEDULE CSF™ OPT I 0~ H B T D CCLR. l bar a STANDARD 4' -3 6' a: 3' •4!012· •IN PONO' 8' -3' 8' 10· 4. 5• •508' PUNS APPROVAL .... SYSTEMS, I 97280 CSF ™ TREATMENT P.O. BOX 19390 PORTLAND. OREGON (503) 644-8220 0 CSF TIIEATIIENf STSTM. INC, l"l bar bar bar bar b C d e •4o 12· •4012· •4o 12· •4012· •sos· •5012· •So 12' •5012· -· 3' CLR. SLAB ON GRADE t f-3. 5' -f-3. 5' -1-3.5' L 46' 46' 112· -_j_ L -7' .7' n r, r, n n -,_ 12' - FLOOR SLAB 46' 1 n I 2i [ --------------------I TOP OF WALL 'IN POND' OPTION .................. -----BAR b SUB DRAIN WITH FLAP VALVE ' L T r 2' CLR. • BAR a VAR I ES BAR b BAR a i----VARl[S -!Bl SEE TABLE I I I, SHEET CSFI. POST SPACING AND UNDERDRAIN BLOCKOUT POST SPACING ANO UNOERORAIN BLOCKOUT SEE@ FOR REBAR CLEARANCES. N. T. S. csr™ TYPE I & 2 - .L L- 4•12"•0101 ·~·····---- 46' I r, --i 13. 5• I 12' -_j_ 5' r, 46' - N. T. s. csr™ TYPE 4 -,-3_ 5• --i i3. 5• -. 13. 5• ~ ,_3_ 5' >-;. f- 46' 46' 46' ---5' 5' 5' r, r, n n n --12· -,_ 12' -~,, POST SPACING AND UNOERORAIN BLOCKOUT N. T. S. CSF™ TYPE 6 & 8 FOR REDUCED PLANS 0 • - 46' l ' 2i n l • FINAL SUBMITTAL MARCH 21, 1994 SECT ION 3. 2 OUTLET BAY -REBAR DETAIL N. T. S. DRAINAGE DETAILS SCALE AS INDICATED D-75 CSF4 X X /. ' f I X ' \ ! - X ~ Q lll > "' 0: "' .. ,c Q --► om ~Q .... ~z ,,.., u-~"' ... uo ,_ ,c ,_ Q "' ~ > "' 0: "' .. ,c Q ► m Q "' "' u "' 0 ~g~ "' -u z 0: z ... 0: ... 0: 0 "' .. u ... 4' PERFORATED EMBEDDED PANEL REBAR ~ SEE DETAIL~ INLET STEM WALL N. T. S. GUIDE CTYPl@ SEE DETAIL CSFI PANEL POST CTYPl ";-: , .. TOP OF SLAB EMBEDDED PANEL GUIDE CTYPl@ SEE DETAIL OUTLET ANO INTERIOR STEM WALL N. T. S. REBAR @ SEE OETA I~ CSF FOO REDUCED PLANS (j) SEE SHEET CSF4 FOR EXACT CONFIGURATION OF POST SPACING. @ REBAR SCHEDULE SEE SHEET CSF 4. ~ SEE DETAIL A. SHEET CSF4 FOR STANDARD REBAR CLEARANCES. G) OUTLET BAY SLAB NOT SHOWN FOR CLARITY. SEE DETAIL D, SHEET CSF4. (§} Wx2' ROCK SCREEN AS SPECIFIED FOR UPSTREAM SIDE OF OUTLET STEM WALL ONLY. 4' 1/2' WIDE x I' DEEP PANEL NOTCH 2' CLR. A--1---'-2' CLR. BAR a '-BAR b t DIST CQMTY 12 Oro 73 20.0 I 22.0 R£GISTERtD CIVIL ENGINEER Pl.ANS APPROVAL DATE SF'" TREATMENT SYSTEMS, P.O. BOX 19390 PORTLAND, OREGON 97280 {503) 644-8220 (0 CSf 1A01\0T $YSTD,IS, INC, 1993 INTERIOR OR OUTLET STEM WALL. STEM WALL -FULL DEPTH CORNER JOINT DETAIL-TOP VIEW N. T. S. 1/2' WIDE x I' DEEP PANEL NOTCH IBAR 2' CLR. 24' 2" CLR. ±=1 ', '-BAR b ·s ·r \_ BAR a STEM WALL AT UNOERORAIN BLOCKOUT N. T. S. • • N. T. S. t----•·---' I PANEL POST BAR e ][ BAR e PANEL POST DETAIL-TOP VIEW N. T. S. FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 BENO REINFORCING STEEL AROUND EMBEDDED POSTS AS REQUIRED. BAR d DRAINAGE DETAILS SCALE AS SHOWN D-76 CSFS . n n X X X >-ID 0 LLI Ill -> LLI a: w"' ,_"' <' 0~ ~ >- 'ID 0 LLI ,-o <LLI ..JZ =>.., u-..JIil <W uo a: ... " C z ~ ... u ... .., 0 a: a. C u ... 0 LLI Ill ; LLI a: LLI ,_ < 0 "' ' 0 ...I :c -, >-ID 0 LLI "' u LLI :c u a:: w I-Ill 0 IJ.. d < w wz V>O I i== u :i:W V> 4 4 ----------8'-----------t I • • 4 .. ... 4 . 4 . . . . .. .. • 4 .. 4 ----46'---- 0 4 MBED0ED FRAME PRECAST VAULT AS SPECIFIED 3,000 PSI CONCRETE <MIN.) . • 4 . 4 . . .. 4 .. . 4 . •4 . . 4 • . . . 4 . . . . . 4 . 4 . 4 4 .. :4 . I i . CONTRACTOR TO SEAL ALL JOINTS, BOTH SIDES, WITH NON-SHRINK GROUT. OUTLET SIDE -ALLOW 1-3/4' SPACE FROM BOTTOM OF WALL TO FLOOR OF VAULT FOR INSTALLATION OF UNDER0RAIN. SEE SECTION A. INLET SIDE -CAST WALL T.0 FLOOR OF VAULT. NOTE: CONTRACTOR SHALL SUBMIT A SHOP DRAWING DETAIL TO THE ENGINEER. PRECAST INTERIOR WALL 0ET AIL <TYPl N.T.S. I' DEEP x 2' WIDE CONTINUOUS KEYWAY ~-----~., TO BE CAST IN PLACE. CONCRETE BALLAST 0 WILL CONNECT SECTIONS TOGETHER . 3000 PSI CONCRETE TO BE PLACED ALONG ENTIRE LENGTH OF VAULT,B0TH ~DES AS SHOWN. CAST AGAINST TRENCH WALL ACCEPTABLE. DO NOT CAST BALLAST AROUND OUTLET PIPE. SITE CIVIL ENGINEER TO DETERMINE DIMENSIONS W ANO D FOR ANTI-FLOTATION MEASURE. SEE TABLE I. BALLAST DETAIL N.T.S. Dour .. . . , , ,. !, .. . . , , • ,. ! .. ~' , ,• ,. !, .. -, , SOIL (TYPl VAULT LID AS SPECIFIED BY SITE CIVIL ENGINEER. 3'x3' DIAMOND PLATE DOOR (TYPl. FLOW SPREADER ----3'-6' ------t SCUM BAFFLE 0 APPLY SEALANT BETWEEN THE EMBEDDED FRAME ANO THE FLOW SPREADER. ENERGY 0ISSIPA TOR ([) • , • 2' 9R.41N ROO< • , • • .• • .• , 1?2~ PLA'S:"tlc 00NOE~D~AI~ :·. .; :·. ',~ --. .; :·1i1~~~~t1~·: 0 0 0 • • • •l • • ... DIAMOND PLATE DOOR LOCATIONS ® FLOW ~ ·•· CONCRETE BALLAST SEE DETAIL B CONFIGURATION OPTIONS ANO EXAMPLE PLAN VIEW N.T.S. TABLE I -DESIGN CRITERIA STATION: ELEVATION A (IE OUTLET ANO VAULT FLOOR): _______ _ INLET DIAMETER <DIN l: <12' MAX DIAMETER> -------- OUTLET DIAMETER <Dour>: -------- PIPE AND ACCESS DOOR CONFIGURATION 10-----• ------· VAULT LID: _____ TRAFFIC BEARING _____ NON-TRAFFIC BEARING ANTI-FLOATATION MEASURE DIMENSIONS: WIDTH, W: -------- ELEVATIONS: D £ = IE OUTLET AND VAULT FLOOR £ = IE INLET = A6_2.2• MIN • £ = TOP OF VAULT = D, 4.9' MIN. (TYPl FLEXIBLE COUPLING (TYP) ® FLOW ~ S = 1% 4 '• '• , -. , -. ADJUST WEIR TO LEVEL AFTER VAULT INSTALLATION SEDIMENTATION CHAMBER 14'x8' "DROP IN" SECTION VIEW N.T.S. U.S. PATENT PEND I NG TRAPEZOIDAL WEIR 0ET AIL N.T.S. FOR REDUCED PLANS 0 2 01 ST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE POST MILES TOTAL PROJECT CSFTM TREATMENT SYSTEMS, INC • P.O. BOX 19390 PORTLAND.OREGON 97280 1503) 644-8220 © CS, TRU~NT SYSTCUS, INC. 1"4 GENERAL NOTES: @IL TER FABRIC SHALL EXTEND 6' ABOVE THE BASE OF THE COMPOST ON ALL FOUR SIDES. ® PROVIDE FLEXIBLE COUPLINGS TYPICAL ALL PENETRATIONS. COUPLING SHALL BE SET WITHIN 18' OF EXTERIOR VAULT WALL <FERNC0 OR ENGINEER APPROVED). 0 INSTALL ALL PIPES FLUSH WITH INTERIOR VAULT WALL. USE SANDED PVC COUPLINGS FOR PVC PIPES. GROUT ALL OTHER PIPES IN PLACE. © SUB-BASE TO BE 6' <MINl OF 3/4' MINUS DRAIN ROCK, 95% COMPACTION PER AASHTO T-99. ® JOINT SEALANT TO BE C0NSEAL CS-IOI OR ENGINEER APPROVED EQUAL. APPLY NON-SHRINK GROUT TO INTERIOR FACE AFTER SEALING. @) MATCH TOP OF VAULT TO EXISTING GRADE TO FACILITATE DRAINAGE AWAY FROM VAULT. 0 VAULT FLOOR SHALL BE LEVEL WITHIN 1/4' ACROSS THE WIDTH ANO LEVEL TO A DOWNSTREAM SLOPE OF I' PER 12' OF LENGTH. ® EDGE OF DOOR SHALL BE PLACED WITHIN 2' OF INSIDE VAULT WALL BOTH SIDES. PLACE ENO DOORS ADJACENT TO INLET ANO OUTLET PIPES. ® COMPOST INSTALLATION: INSTALL 11' OF COMPOST AS SPECIFIED. %00 NOT COMPACT.% SLOWLY ANO UNIFORMLY WET COMPOST AFTER INSTALLATION TO THE POINT WHERE WATER 0RA~S FROM OUTLET ANO ST0~ COMPOST WILL SETTLE TO THE 10' THICKNESS SHOWN. €) DRILL 1/2' HOLES AND SET THREADED ANCHORS. USE RAWL STAINLESS STEEL DROP-IN OR ENGINEER APPROVED. INSTALL WITH 3/8' STAINLESS STEEL BOLTS & WASHERS AS SPECIFIED BY MANUFACTURER. ~LET ANO OUTLET PIPES CAN BE INSTALLED ON EITHER THE ENO OR THE SIDE WALLS. €) WRITE LETTERS ANO NUMBERS ON TABLE I TO SPECIFY LOCATION OF PIPES ANO DOORS. <FOR EXAMPLE, SAMPLE SHOWN IN DETAIL I WOULD BE: Bl, 02) INTERIOR APPURTENANCES: PLAS TI-F AB 'FLOW KIT' COMPONENTS <PLAS TI-F AB, INC., TUALATIN, OREGON OR ENGINEER APPROVED>: FLOW SPREADER 46' - 2 <MODEL FS-ll EMBEDDED FRAME - 2 TRAPEZOIDAL WEIR 46' - I <MODEL TW46l SEE 0ET AIL 3 . SCUM BAFFLE 18' - I <MODEL SB8l ENERGY DISSIPA TOR 18' - I <MODEL EP8) FILTER FABRIC -102 S.F. (9'xll'-4') AMOCO 4545 OR ENGINEER APPROVED. UNDER0RAIN -88 S.F. <8'xll'l ADS AdvonEDGE OR ENGINEER APPROVED. D-77 • 0 ... ► ~ m 0 ... ... 0: "' ... > ... .. .. 0: 0 • ... ,_ .. ' O► ► blm m >-o ..... 0 -'z ... aQ " u _,.,, ... ..... :,: uo " 0: ., Cl .. x---z a: .. " "' ,_ ... "' u 0 ... ... , 0 .; 0: .. .. u ... • ~ ~ :; " ;; 0 • ~ ~ 0 c 0 ~ • C ,,, c' • • 0. 0 / 0 0. " 0'. 0 ~ Trash Rock Type CF Inlet Concrete Ditch 3 ,,:::::::- Detention Basin Invert Elevation Concrete Ditch <See Drolnooe Plans> Maintenance Poth SECTION B-B Detention Basin Weir- ,_~-Compost Fl lter. Detal Is Steel Restricting Plate Stonrr.voter See CSF Bolt <Typ 4 Places> i 0 0 a: ., -., ,,, v, C 6" ..... 0 Min ::r:a.. Weepholes SECTION D-D OCPI Inlet See Oro I nage Plans Lock Hosp Bolt Uolntenonce Poth Inflow Pipe ==~------,----f '+-.-- Trash Hing A L .........,.._ T"T i ! i ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' Rip Rap Slope Protection Inflow Pipe ' ' ' ' ' ' ' ' ' Overflow Pipe [ See Drainage Pion---, Uolntenonce Poth Compost Stormwoter Fl lter, See CSF Oetol Is Outflow Pipe See Orolnooe Pion PLAN _._,__,L -.'vr-' ' i ! i ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' GENERAL CONFIGURATION COMPOST STORMWATER FILTER NTS A J C L Elev A Weephole Weir Elev Concrete Slob SECTION C-C Bolt Heodwol I C ------1 _J Dlo ----- L_D Steel Restrlctlno Plate PLAN TYPE CF INLET NTS SECTION A-A FOR REDUCED PLANS 0 2 3 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 'i. ½',6 x 7' Long Bolt and Nut L•4,25' ~ ' '/, . '/, V TYP ol I 12 Ora 73 20.c-z2.c ,,, ZJ;f) 5' Erroeanent <Typ) ✓Heodw REGISTERED CIVIL ENGINEER \ PLANS APPROVAL DATE .. ·-r,--GREINER, INC, .J 1241 EAST OYER ROAD. SUITE SANTA ANA, CALIFORNIA 92705-5605 ,,7 YJ/ Bor 3 <Typl PLAN x¾ TRASH RACK DETAIL NTS s· Cone Wol I <Typ) F • 0 L~ 3' -6' •5 Vert at Wal I Center I I ne <Typ> \ F -·--,.f-_J _ _Jj ~ Inflow Pipe •4 Hartz at 12' Max <Typ> PLAN •4 Horlz <TYP) •4 at Top of Wal I G• Cone Wol I <Typ) /!-I I "\ \.. e· Cone Woll •4 Hor I z <Typ) 1.01/-•5 Vert _f Inflow Pipe \ 7·-·t·-\-ii \. ! / ;.. ·-·--,i·- ---~-1----~----'-+1----_Jj 4-•4y-~=~---..::i,:::----:~---y,~==~1~8-•4 5,_0• Cone Footlno 3,_6• . SECTION E-E SECTION F-F NOTES• HEADWALL DETAIL NTS I. Uoxlmun Dlaneter of Inflow Pipe Shol I be 24". 2. Trash Rock Bors Shol I be Spaced at 3" O.C .. 3. Str·ucture Sha I l be Bo I ted to A I I ow for R811'10vo I of Trash Rock. Ulnlmun Bolt Size Shol I be½". 4. Footlno Sholl be Established on Properly Compacted or Compact Natural Soll. All Foundation BearlnQ Moterlals Sha I I be Inspected and Approved by a Geotechnlcal Enolneer Prior to PlaclnQ Concrete. Dest on Sol I BeorlnQ PressurezlOOO PSF. 5. Al I RelnforclnQ Bors Sha/ I be Grode 60 and Galvanlzed. 6, Concrete Shol I Have a Ulnlmun Ultimate Compressive Strength f'c•3250 PSI ot 28 Doys. DRAINAGE DETAILS 0-78 ALTERNATIVE PIPE LEGEND DIST COUNTY ROUTE ro'r'l.lT -~~ TOTAL tm.E.S.! CT •-•rs ALLOWABLE PIPE MATERIAL (Nl Not a separate pay Item 12 Oro 73 20.0 -22.0 133 Z45 DESIGNATION RCP CSP SSRP PPC I. For mtnllllJITl·a1 lowable class csee note 2> ~'-/ ,,, SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP. see Standard Pion A62D 12· APDD 12· o. 168 12· HDPE COR INTERIOR WI W.lth iil!!ESS1~ 18"AP(Al 18" 18" o. 168 18" o. 168 18" HDPE COil INTERIOR HDPE RP Oil PVC RP 2. (Nl Not a separate pay Item, HDPE Hl~h Density Polyethelene REGISTERED,A;IVL ENGINEER ~ ~ 18"AP<B) 18" o. 168 18" HDPE COR INTERIOR For tnformotlon only ~ Big A. CHAP11111 j; 24" AP (A) 24" 24" o. 168 24" o. 168 24" HDPE RP OR PVC RP COR Corrugated 111:~, 1:n1;a J-.: 24" AP <B> 24" o. 168 -24" HDPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira! Rib Pipe PLANS APPROVAL DATE 30" AP <Bl 30" 30" o. 168 30" HDPE COR INTERIOR • ,..., 12/31'95 • -36" AP <Bl 36" >6" o. 168 36" HDPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert GREINER, INC. ~~~~ .. 1241 EAST DYER ROAD. SUITE 250 "I°' t•-'1 -PVC Poly Vinyl Chlorlde RP Ribbed Pipe SANTA ANA. CALIFORNIA 92705-5605 0 INLET ALTERNATIVE PIPE FRAMES FLARED END SECTION n ,,...., L., .. GRATES:@ ROCK SLOPE PROTECT RG ~ V, COVERS TYPE A TYPE B RCP , ___ CSP I'--' ...J " ... ...J IALTERNAT I VE RCP z ..,_ ...J w 0 0 0 ;,,v, w ,_ 0 :,: ,_ 0 .., <.:>w w ... :,: z 0: ... ► !!l z zo: -I-_, ,_ ;;; . w w z m > a w-::, w V, 0.. lj/ .. a, -V, _, 0 .., "' ,....,,... 0: _, .. a, a, a, u I-:'.; 0: -"' .., a: w -w u w::, w <> 0 w 0 0 z -z w .. a: DESCRIPTION STATION ,w w !!l .., I-,_ I-a: .::, ,...,... I-w w ,i 0 0 0 0 0 0 0 :,: _, a: ...J z z ,_ I-I-V, -.. Ul--0: WU w z u z ,_ 0 :,: 0 0 0 0 :,: -I-a: z w ...J w ., I--.. V, -> ► z > Z0:1--0:::, 0: -0: V> ,_ :,: :,: :,: I-,_ 0 .. -> 0 0.. w "'--' _, ► z .., .. I-:,: V, ::, .. OWV> uo: u-z 0 N z -;!:. w I-I-I-,_ w ...... W• _, 0 u -"' <.:> 0.. V, ::, a: 0 u U> ZI-Z-> -... -0 w w w ,. zu I-"' _, ... u 0.. <I>-_,_ w 0 "' w WO .., w w X --'Z OV> 0-> w _, z ' 0: 0: "' ,. ,. "' --,...,._ 0 0 w "' 0:::, w w ... <.:> <.:> w <:JO u u-... -... "' w w . <5 Qi.. 00 u ,. I-0.. 1--W 0 C>Z <.:> <.:> ,::! .. .. u-0: ... w:,: w N "" "" ,_ ::i ::i ,: -,_ ...J. ' :,: ::, w V, a:w I-► .. .. .. z z :,: "' I-a:o O:>< a:u a: <..> w z ::i z "' V> 0 ., I-,. a: u WO: W< ZI-z z --u </lXU oz cu UI-w w w 0: 0 0 0 0 :,: -WV> -0 <.:> -u ><.:> "'_, -w --.. .. I-<OZ z-Z< z-0: 0.. 0.. X u I-,_ <.:> u O..< • 0.. a, -X z ->W ... .. w .. .. :' ., V 0 "' 0 U) ., i!i I-,_ ., ;.. ., ;.. 0 "' ., ;.. 0 "' ., 0 "' "' ., ., 0: 0: -_,a,:, _,. -a, 00 .. ► ► ~ ~ -.. -...J a,v, _, w .. 0 ::,o ...... a::,: 0: a: 0 0 0 u--, ::,-,._ u-a, I-I---:: -N "" "" "" "" ... u N -_, ... -N -N "" "" -N "" "" ... "' ,._ "" -o..u -u w :,: ,. u -u-00 OV> 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF O► ► 101 0 191 ,4• AP 101 0 ..,., ., ... 0 0 .. .., 101 2. 6 2 " 951 •55 -'z .., b .5 ,DI INLET "SB" 8'Lt IOI b ih~ "' u ... .,, .., 101 92 25 ,4• AP 101 "'"' :,: C C uo u 101 d 2,6 2 .5 ,DI INLET • SB" " 952•50 8'Lt IOI d 101 e 92 ,4• AP IOI e a: .. IOI f 2.6 2 .5 ,DI INLET • SB" '.'i 953+45 ~8'Lt IOI f " .. z a: 102 93 4• AP 102 -.. 0 a~ 2 w ,_ ... "' 102 b 2. 8 I 8 ,DI INLET • SB" " 953•45 •O'Rt 102 b u 0 l!J ... 0 <5 102 C 45 4• AP 102 C a: .. .. 102 d 2.0 I •• 8 o2 INLET "NB" '.'i 954+15 ~2'Lt 102 d u ... 102 e 94 4• AP 102 e 103 00 56 18" AP 103 00 103 ob 2. 3 I 7 ;2 INLET • NB" • 950•90 •6'Rt 103 ob 103 0C 22 4• AP 103 0C 103 ad 2.2 I .5 2 INLET "NB" ~ 954•15 6'Rt 103 0 103 08 82 4• AP 103 oe 103 of 2.4 I .5 2 INLET • NB" "957•00 6'Rt 103 of 103 Q( 78 4• AP 103 QC 111 SHEET TOTAL 0 0 19.5 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 56 128 0 0 0 0 0 0 0 0 0 0 0 0 0 0 25 0 56. 0 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 DRAINAGE QUANTITIES NOTE• This Pion Accurate For Orotnooe Only. D-80 f"ILI: 0. •••••••••••••••••••don&P•c::•H•••••••••••Hss■ FOR REDUCED PLANS 0 ' 2 ' I I X ALTERNATIVE PIPE LEGEND DtST COUNTY ROUTE ro"?,.tT ...!&Uc, ~! 1_TQ.!AL ~ TS ALLOWABLE PIPE MATERIAL (Nl Not a separate pay Item 12 Oro 73 20.0 -22. 0 ,~,, z.ee, DESIGNATION RCP CSP SSRP PPC I. For minimum allowable class <See note 2> SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP. see Standard Pion A62D /4'.~-12· APDD 12· o. 168 12· HOPE COR INTERIOR WI With ,Wi!ESS/!!t/, 18"AP(A) 18" 18" o. 168 18" o. 168 18" HDPE COIi INTERIOR HOPE RP OR PVC RP 2. <NI Not a separate pay Item, HOPE High Density Polyethelene REGISTEREOivL ENCKER ~ (t': 18"AP(Bl I 8" o. 168 18" HOPE COR INTERIOR For Information only i; Rig A. DllillUI t 24"AP(Al 24" 24" o. 168 24" o. 168 24" HOPE RP OR PVC RP COR Corrugated 24" AP <Bl 24" o. 168 -24" HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiral Rib Pipe PLANS APPROVAL DATE ij "°' C1U:39 • . '-30"AP(Bl 30" 30" o. 168 30" HOPE COR INTERIOR -= 36"AP<Bl 36" 36" o. 168 --36" HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Piastre Pipe Culvert GREINER, INC. .r~ CM. ~ PVC Poly Vlnyl Chloride RP Ribbed Pipe 1241 EAST DYER ROAD, SU I TE 250 'i Of t"-11 -SANTA ANA, CALIFORNIA 92705-5605 0 INLET ALTERNATIVE PIPE - -\_, FRAMES) FLARED END SECTION ROCK SLOPE PROTECT ' .. GRATES ,,!l,Gn V> COVERS TYPE A TYPE B RCP CSP --_, ;;; ALTERNATIVE < _, RCP z er-_, 0 0 ci ,.V> "' I-0 ',: I- ci w '-'"' "' < :r: z 0: "-► "' z zo: ;;; I-_, I--. "' "' z m > 5 ,u-:, V> CL "' .. "' >< V> _, ,. I-,.,_ 0: ::, .. "' "' u I-z 0: -,. 0 w _, "' w 0: "' -"' u "':::, "' ;:; Cl "' z Cl Cl z -z "' <( 0: DESCRIPTION STATION '"' w ~ I-I-I-0: .:::, 1-1-I-"' "' 0 Cl Cl Cl 0 0 0 :r: _, 0: _, z z I-I-w V> -.. Ut-0: ,uu "' z u 3 I-0 :r: 0 0 0 0 :r: -I-0: z "' _, "' ,. 1--<( V> -I-► z > ZO:t-o::::, 0: -0: .,, I-I-:r: :r: :r: :r: I-t-Cl <( -> 0 a. "' :r:J _, ,_ z t! .. V> :::, .. OWV> uo: u-z 0 N z 0 ~ w I-I-I-I-w I-<( "'. _, 0 u -"' '-' a. V> :::, 0 u U> ZI-ZJ -"--... ,. "' "' "' w ,. zu I-"' _, "-u a. V>--1-w "' "' X --'Z OV> 0-> "'_, z ' 0: 0: c ,. ,. ,. ,. --1-1'--0 0 "' V> o::::, ,uQ "' "' I-'-' '-' "' cr:,o u u-I--.. <D ... ... . ~ O"-00 u ,. I-a. ,_.., 0 <.>Z '-' '-' '" .. .. u-0: "-,u:r; "' N "' "' I-z z ,.: _,_ _, . ' :r: :::, "' V> 0:"' I-,_ .. .. .. z z :r: V> I-0:0 O:>< o:u 0: u ... z z z V> V>O ,. I-,. 0: u "'°' .., .. Zt-z z - - u V>XU oz Ou UI-"' "' ... 0: 0 0 0 0 :r: -"'V> -0 '-' -u ><.> V>-> _.., --.. .. I-<OZ z-zcr z-0: a. a. :r: u I-I-'-' u O.< • a. "' -X z -'"' "-..... .. .. 0: 0: --><D:::> -:o -<D 00 .. ,_ ,_ u "' :, 0 ;,, 0 ;,, "' z I-I--.. "' :, "' :, 0 ;,, "' :, 0 ;,, "' 0 "' ;,, "' _ _, <X>V> _, "' .. 0 "' ::>Cl "-"-0: :r: 0: 0 ~ :-.:: 0: Cl Cl Cl u--, :o-:o-u-"' I-I-~ -N "' "' "' "' ... u N -_, "--N -N "' "' -N "' "' ... <D .... "' -a.u -u w :r: ,. u -u-00 ClV> C C ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF C► ► ,ua 01 I "+ou 'u' 01 wm m "< • SD n, t-o ..... 0 01 II« 01 sz w ,u, ~-"u' "' ul2 u _,.,, w ,ua a I •< • + n, ""-' a ..... :z: uo u ,u_, O• ~D ~-•• "'-' 01 '"-' a ,. ' ii., U£ 11'\IL_C, I ._ +IC " 'u' al 0: w ,u_, on ao, '" •• u_, u, <> .. -z 0: u_, on ,. -I• > + ,u_, on ◄ ' UL 11'\IL~ I .__ ,. "' I-.. :s ,ua 00 Ill GS •• ua 00 u "-l!j 0 ,.; op , .. I r. b UL 11'\IL~ I .__ + ,u_, Of 0: .. .. oq '"" '" "' 'UC QC u .. II -· , .. I If• b UL 11'\IL~ I .__ '+ n, ,u_, or OS ova ,v "' '"' OS 01 ,. , I ~-' UL 11'\IL[, I ~ -.:,1c,+uu m n, ,ua 01 OU vu, ,u "' "'' Ol av ,. ~ I ~-' UL INLc.1 ~ -.:,1::,+ fl ,a n, ,u_, av ow ". vu "' ,ua a, ox <. I , ~-' uu1 INl ·' ._ ,•~u ~D nT "" OX oy ,ua vu "' ,u_, oy ,us oz j, C I ~. I UL I NLE.1 ~ .,, .,+uu ~D nT '"' oz I 111 SHEET 0 0 22. 0 0 0 9 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 98: 0 0 108 0 0 0 0 0 0 0 0 0 0 0 0 0 62. 0 2 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANTITIES NOTE• This Pion Accurate For OrotnaQe Only. D-81 F1,.g IOo .................. •~c ................. .. "'-OT DAT'lt ...... ayt...._ ... ,.. N:N TABLE, ••-tobi.•• FOR REDUCED PLANS • 2 ' I I ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12· APDD 12· o. 168 12· 18"AP<Al 18" 18" o. 168 18" o. 168 18' 18"AP<Bl -18' o. 168 -18' 24'AP(Al 24" 24' o. 168 24" o. 168 24" 24' AP <Bl -24" o. 168 -24' 30" AP <Bl 30" 30" o. 168 - -30" 36" AP <Bl o. 168 36" ----- "\ 0 INLET '-' FRAMES_8 FLARED END SECTION ROCK SLOPE PROTECT .. GRATES V> COVERS -' §, ALTERNATIVE .. -' RCP .,_ -' w 0 0 d ""' w >-0 "' <!>W w .. r >-~ z za: -... -' >- Ill z w-:::, w V> Q_ \\! ... 0 .., ,. 0 >-3'>-a: -' .. <D <D <D " w -w u w:::, w 0 w 0 .., >->-... " w z 0 0 0 ~ ... ... >-a: .:::, w 0 0 "' V> -... U>-0: WU w z u 3 >-0 :c 0 0 0 0 ... ,_ z > ZO:>-a::::, a: -a: V> ... >-:c :c :c :c .., .. V> :::, .. OWV> ua: u-z 0 N z 0 :{:. w ... ... ... >-a: 0 u U> Z>-Z-' -"--w w w w ci ,. w .., w w X -'Z OV> 0-' W-' z ' a: a: ,. ,. ,. ,. ... " <.:> w .. :::,o u u-... -... "' w w . 1:! .. ... u-a: "-w:c w N .,, "' >-:i. :i. ,.: z z :c V> ... a:o a:>< a:u a: u w z :i. --u V>XU oz OU U>-w w w a: 0 0 :c r u 0 0 ... ... >-◄OZ z-Z ◄ z-a: Q_ Q_ ~ "' ;, 0 ;,, 0 ~ "' z ... ... ... >-<.:> a: a: --''°:::, _,. -<D 00 ... ,_ ,_ 8 ~ ::;:: -0 0 0 u--, ,._ ,._ u-<D ... ... ~ -N .,, .,, .,, .,, ... N --' ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O>->-103 oz 3. 5 I ..,., Ill >-o .. .., 0 103 5z .., " u£! u .JIii .., 103 Ob 2. 7 2 .. .., :c uo u 103 be 103 bd 3.5 I 0: "' 103 <> .. -~ a: 103 bf 3.6 I " ... ... ... "' 103 l>O u 0 l!l "- 0 d 103 on 2. 7 2 If .. 103 or u ... 103 OJ 3,6 I 103 bk 103 bl 3.6 I 103 om 103 on 6.0 I 103 bo 103 bp 2.2 I 103 OQ 111 SHEET 0 0 31. ◄ 0 0 0 II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL ~ NOTE• This Pion Accurate For Drainage Only. FU Ch •••••••••••••• .. •••4gnar,ec•• ••••••••••••••••• tit.OT OATt:1 •••••••y1'1-•••••• "IN TA8t.£1 ••~•-•• LEGEND DIST COUNTY ROUTE POST~~ ~~ .,!Sltt l:!Qfil! yt\y~'l" CT <Nl Not a separate pay Item 12 Oro 73 20.O -22.0 135 2.86 PPC I . For mtnllTl.Jlll al lowoble class csee note 2> il/~,, DESCRIPTION of RCP, see Standard Pion A620 HOPE COR INTERIOR WI With •lli!"''!/ti; HOPE COil INTERIOR HOPE RP OR PVC RP 2. (Nl Not a separate.pay Item, HOPE High Dens lty Polyethelene RECISTERE; ENGINEER ~ HOPE COR INTERIOR For Information only ,.., ~ HOPE RP OR PVC RP COR Cor-ruc;ated ~ ll!IA&OWIIAN ~ HOPE COR INTERIOR Pl.ANS APPROVAL DATE Wj No. C47l]g ,,.. RCP Reinforced Concrete Pipe SSRP Steel Spira I Rib Pipe • -= . ... HOPE COR INTERIOR HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plasttc Pipe Culvert GREINER, INC. .r~lf OVL ~ 1241 EAST DYER ROAD, SUI TE 250 OF "'11 PVC Poly Vlnyl Chlorlde RP Ribbed Pipe SANTA ANA, CALIFORNIA 92705-5605 ALTERNATIVE PIPE " ,--.. TYPE A TYPE B RCP ,_R_G_ CSP '-' '-' z :c ... d z a: "-;;; . w w z <D V> -' u ... z a: -,. 0 z -z w .. a: DESCRIPTION STATION ,w w 0 0 :c -' a: -' z z :Ii ... :c -... a: z w -' w " >--... ->-... 0 .. -> 0 Q_ w :c-' -' ► z w ...... w. -' 0 u -"' " Q_ V> :::, ,. zu HI> -' "-u Q_ V>-_,_ WO --....... 0 0 w V> a::::, w w ci O"-00 u ,. ... Q_ H" 0 <!>Z " " -,_ -' . ' :c :::, w V> a:.., ... ,_ ... ... ... z V> V>O " ... ,. a: u WO: w ... Z>-z z -WV> -0 " -u ><> V>-' -w --u "' ;, ., ;, 0 ;,, ., ;, 0 ;,, ., 0 "' ;,, ., "-"' • Q_ <D -X z ., -'W "-... w ... ... .. _ _, "'V> -' w .. 0 :::,o "-"-a::c a: a: "--N -N .,, .,, -N .,, .,, ... "' .... .,, -<>-U -u w :c ,. u -u-00 OV> 0 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 8. I 2 INLET "NB" • 979•00 6'Rt 103 oz 219 103 8.2 DI INLET "NB" • 981•25 6'Rt 103 Ob 81 103 be 8.2 2 INLET "NB" • 982•10 6'Rt 103 bd 382 103 8.5 2 INLET "NB" • 986•00 46'Rt 103 Of 178 103 b 8. 4 DI INLET "NB" • 987•80 46'Rt 103 on 171 103 bl 8. 5 2 INLET 'NB" • 989•55 45'Rt 103 bl 373 103 bk 8. 5 2 INLET 'NB' • 993•30 6'Rt 103 bl 130 103 om 9. I T4 INLET "NB" • 99◄•25 7'Rt 103 on 126 103 bo 2. 5 T4 INLET "NB' • 995•00 ◄'Rt 103 Op 13 ,0· CSP RISER "NB" • 995•00 ◄'Rt 103 bQ 0 0 0 0 0 300 136 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 13 0 0 SHEET TOTAL F I NAL SUBM I TT AL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANT I Tl ES D-82 FOR REDUCED PLANS 0 ' ' I.,, ····- ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL RCP CSP SSRP DESIGNATION SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12' APDD -12' o. 168 --12' l8'AP<Al 18' 18' o. 168 18' o. 168 18' )( 18' AP <Bl -18' o. 168 --18' 24" AP (Al 24' 24' o. 168 24' o. 168 24' 24'AP<Bl -24' o. 168 -24' 30' AP <Bl 30' 30' o. 168 --30' 36' AP <Bl 36' ~~-o. 168 -36' - ------ -- r-\ 0 INLET \._j FRAMES.& FLARED END SECTION ell GRATES ROCK SLOPE PROTECT VI COVERS )( .J 3 4( .J ALTERNATIVE RCP c-.J w 0 C 0 :!SVI w ... 0 .... C>W w 4( :,: ► VI z za: -... ...I ... m > z w-:::, w VI a.. ~ <( C .... ::E 0 t-:!St-a: ...I <( m m m 0:: w -w u w:::, w ~ 0 w 0 .... I-I-I-a: .:::, 1-1-I-C) w ~ w z 0 0 0 VI 0 0 > .... VI -<( Ut-0:: WU w z u 3 ... 0 X 0 0 0 0 ... >-z > ZO::t-a:::, a: -a: -VI ... I-X X :c X .... <( VI :::, <( OWVI ua: u-z 0 N 3 ~ w I-I-I-I-0:: C u U> Zt-Z.J -LJ.. -0 w w w w ::E w .... w w X .JZ OVI 0.J W.J z I a: a: d' ::E ::E ::E ::E ... C) C) I.LI <(:JO u u-I--V "° w w . ~ <( <( u-a: LJ.. LLl:C w N l"l ><: ... z ..: z z X VI I-a:o a::,,: a:u a: u w z z z --u VIXU oz OU Ut-I.LI I.LI w a: 0 0 0 0 :c <( <( ... <(OZ z-Z<( z-a: 0.. 0.. :,: . . . u I-I-C) u CX) ~ 0 0 z I-... a: a: -.JCO:::, -::e -co 00 <( >- >-"° "° CX) 0 ~ ~ -0 0 0 u-, ::e-::e-u-co I-I-~ -N l"l l"l l"l l"l V u N -.J ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY C► ► 121 be 2,2 I wm m i-c ◄ .... C 121 bd 5~ .... :,,: U-u ..JVI .... 122 0 2.2 I "'"" X UC u 122 b 122 C 2.4 I 0:: lal 122 d I.) ,c )(--z a: 122 3.5 I -,c e :t I.LI ... ... VI 122 f u 0 lal LJ.. , 0 d 0:: 122 0 3. 7 I IL ,c 122 ti u ... 122 I 4. 3 I 122 122 k I, 3 28 I 122 I 122 m 122 n 122 0 1.6 28 I 122 p D ~ ~ ij SHEET 0 0 21. 2 0 0 56 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL ' NOTE• This Plan Accurate For Dratna<;ie Only. FLI 0. ••••••••••••••••••tdona,pecttttttlttltlttttttl Pl.OT OAT[1 •••••••)'tltMlltttt PIN TA8ll1 ltpentObfetl liQlES! PPC I. For mlnlnun allowable class DESCRIPTION of RCP, see Standard Plan A62D HDPE COR INTERIOR HOPE COR INTER I OR HOPE RP OR PVC RP 2. <Nl Not a separate pay Item, For Information only HDPE COR INTERIOR HDPE RP OR PVC RP HDPE COR INTERIOR RCP HDPE COR INTERIOR Reinforced Concrete Pipe HDPE COR INTERIOR CSP Corru<;iated Steel Pipe PVC Poly Vinyl Chloride ALTERNATIVE PIPE TYPE A TYPE B m 0 0 X I-w ::E <.5 z -u . . CX) U) CX) ~ 0 <( CX) V V 0 LJ.. -N -N l"l I") -N I") CY LF LF LF LF LF LF LF LF LF 34 248 22 22 98 222 130 68 0 810 34 0 0 0 0 0 0 0 FOR REDUCED PLANS O nDU"!lt.l&I Cl"AI C' IC. -., ._....Ll~C. I RCP U) I") LF 2 I 0 CX) V LF 0 0 "° LF 3 I 0 RG IRrP . i-., "° r-I") LF LF 0 0 CSP -:,,: u ~ z -3 0 X -I-a: I-0 <( I-<( W• .J zu 1-0l .J --t-r-0 Ou. 00 u ,-.J • ' VI VIO 3:: I.LIVI -0 0.. <( • 0.. m CX) -.J CX>VI .J -0..U -u I.LI LF LF LF EA 0 0 0 0 LEGEND OISTI COUNTY I ROUTE POST~Jic F.~T'IJ9:01T•A~'l TOTAL CT • T (N) Not a separate Item ,21 Ora I 73 20. o -22. o I /.t/'f I 2.e~ pay <See note 2> L--1 /,/ -W/ With ,~m,o~ REGISTERED Cl)"l. ENGMER HDPE Hl<Jh Density Polyethelene ~ '(~ ~ ;; 8 It! !. CIW\WI ~ COR Corru<;iated I tt 11o. mm Q:·) SSRP Steel Spiral Rib Pipe PLANS APPROVAL DATE • E,cp • .1.ZlJ..ILll • .... PPC Piastre Pipe Culvert GREINER, INC. .r~lf ova. ~,. RP Ribbed Pipe 1241 EAST DYER ROAD, SU I TE 250 OF t"-'' SANTA ANA, CALIFORNIA 92705-5605 - ,\ ~ \._j "-...,) ~ 3 :c ~ I-0 z a: LJ.. . -w w z ~ VI .J I-z a: -::E w -<( a: DESCRIPTION STATION ,w w .J a: .J z z I-I-z w .J w 3:: 1--<( VI --> 0 0.. w :C.J .J >-z 0 u -:,,: C) 0.. VI :::, LJ.. u 0.. VI~ -t-WO 0 w VI a:::, I.LI I.LI ::E I-0.. I-I.LI 0 C>Z C) C) :c :::, w VI a:w t->-<( <( <( ... ::E a: u wa: W<( Zt-z z C) -u ><.:> VI.J -I.LI ---X z CX) .JI.LI LJ.. <( I.LI <( <( w <( 0 :JO LJ..LJ.. a: :c a: a: :c ::E u -u-00 OVI 0 0 FT FT EA LF LF 6.8 ~2 Inlet 'NCD-8' ~ 8041 •01 7, 5' L 121 be >4• AP 121 bd 6. 5 ,2 Inlet • NCD-4' 5 4032•01 19' L 122 0 122 b 7. 3 G2 Inlet "NCD-4' 5 4029•5( 19' L 122 C 122 d 8, I G2 Inlet 'NCD-4' 5 4029•2! 20' L 122 e 122 f 8.9 u2 Inlet 'NCD-4' t 4029•01 ~3• L 122 0 122 ti 10 G2 Inlet 'NCD-4' 5 4028•01 ~3• L 122 I 122 4.8 GI Inlet 'NCD-4' t -4028•1! 6'Rt 122 k 18' AP 122 I I Concrete Co I I or 122 m 18' AP 122 n 5.9 GI Inlet 'NCD' Q 194•64 7' R 122 0 18' AP 122 p 58. 0 I 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANTITIES D-91 X X x-- ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12" APDD 12' o. 168 12· 18'AP!Al 18' 18' o. 168 18' o. 168 18' 18' AP !Bl 18' o. 168 18' 24'AP1Al 24' 24' o. 168 24' o. 168 24' 24' AP <Bl 24" o. 168 24' 30' AP !Bl 30' 30' o. 168 30' 36' AP !Bl ,~· . o. 168 36' ---- 0 INLET FLARED END SECTION FRAMES-I ROCK SLOPE PROTECT ~ .. GRATES V) COVERS -' ;, ... -' l4LTERNAT I VE RCP ..,_ -' "' 0 0 0 "'"" "' I-0 "" ow w ... :c ► ~ z zo: w I--' I-m z w-:::, V) Q. w ... ,. 0 I-,.,_ 0: "' ... a, a, 0 "' -' a, "' 0: w -"' u w:::, w i, 0 "' t 0 I-I-I-0: .:::, 1-1-I-"' "' 0 0 0 0 0 ~ "' V) -... Ul-0: WU w z u ;, I-:c 0 0 0 0 I-,_ z > Z0:1-0::::, 0: -0: V) I-I-:,: :,: :,: :,: I!! ... V) :::, ... OWV> uo: u-z 0 N z :§:! L,J I-I-I-I-0 u U> ZI-z_, -... -0 w w w "' ,. w "' w w X -'Z OV> 0-' w-' z ' 0: "' c ,. ,. ,. ,. I-0 0 w c::,o u u-I--... "' "' "' . ,:! ... "' u-0: ... w:,: w N ,,, "" I-z z ..: z z :,: V) I-0:0 "'"" o:u 0: u "' z z u oz Ou UI-w w "' "' 0 0 :,: - -<l>XU :c u 0 0 "' ... I-<OZ z-Z< z-0: Q. Q. u a, ;, 0 "' 0 ~ ., is I-I-I-I-. 0 0: 0: -_,a,::, _,. -a, 00 ... ,_ ,_ -0 0 0 u-, ,._ ,._ u-a, I-I-:;;,: -N ,,, ,,, ,,, ,,, ... u ~ N -~ -' ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O► ► 103 br 2.4 2 wm m ,_o ... .., 0 103 -'z "' bs aQ " u -'"' "' 103 bt 0.2 ... .., :,: uo u 103 bu 2.6 "tO. 75 103 bv 0.2 II: ~ 103 bw .. z 0: 103 bx 0.2 -◄ ~ w I-... V) 103 by u 0 .. ... ... 103 0 d bz II: .. .. 103 u ... 103 Cb 1,6 I 103 cc 103 Cd 3. 6 I 103 ce 103 cf 3.6 I 103 co 103 ch 3.6 I 103 cl . I 111 SHEET 0 TOTAL 0 18 0 0 40. 7 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE• This Plan Accurate For Oralnooe Only. FLI: IDo •••••••• .. •••••••••oor> .. •c•••••••••••• .. ••••• "-OT 0,1,T[o •••••••y♦ lffl9•••••• l"E:l<I TABt.l:, ••-♦-•• !iillli! LEGEND DIST COUNTY ROUTE POST~ TciTAi CT ~~ Ji!-~\ !Nl Not a separate pay .Item 12 Oro 73 20.0 -22.0 /3/,, Z86 PPC I, For minimum al lowoble class <See note 21 ~ DESCRIPTION of RCP, see Standard Plan A620 WI With ,J ·./ ,'/ HOPE CCR INTERIOR REGISTERED ,.t1vt. ENGfiEER ...... ..,.....,~Ess,~ Hllf'E COO INTERIOR HDPE RP OR PVC RP 2. !Nl Not a separate pay Item. HOPE High Density Polyethelene $ (fl HOPE CCR INTERIOR For Information only ~'/!10:A. OIAPllUI j; HOPE RP OR PVC RP COR Corrugated ~l No. C1Tll9 I,;, HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiro I Rib Pipe Pl.ANS APPROVAi. DATE HOPE COR INTERIOR « txo..I.Zallfi • .... HOPE COR INTERIOR CSP Corrugated Steer Pipe PPC Plastic Pipe Culvert GREINER, INC. .r¾ ClYL ~ PVC Poly Chloride RP Ribbed Pipe 1241 EAST DYER ROAD, SU I TE 250 !i or t"-1' Vlnyl SANTA ANA, CALIFORNIA 92705-5605 ALTERNATIVE PIPE --RG TYPE A TYPE B RCP loeo CSP -- z :c I-0 z 0: ... -. w L,J z a, "" V) -' u -I-z 0: -,. 0 z -;, w ... 0: DESCRIPTION STATION ,.., w 0 0 :c -' 0: -' z z I-I-:c -I-0: z w -' "' " 1--... V) -I-I-0 ... -> 0 Q. w :,: -' -' ,_ z "' ,_.., w. -' 0 u -"" 0 Q. V) ::, ,. zu 1-0> -' ... u Q. V>--1-WO --I-,__ 0 0 w V) 0:::, w "' d o ... 00 u ,. I-Q. 1-W 0 oz 0 0 ,--' . ' :,: ::, "' V) "'"' I-,_ ... ... ... z V) V>O [!; I-,. 0: u "'"' ..,.., ZI-z z -W<I> 0 -u >O "'-' -w --u ., ;, ., ;, 0 "' ., :.. 0 "' ., 0 "' ., O.< • a. a, -X z ., -'W ... CW ... ... ... "' _ _, OOV> -' w ... 0 :JO ...... 0::,: 0: 0: ... -N -N ,,, ,,, -N ,,, ,,, ... "' ,__ ,,, -o.u -u w :,: ,. u -u-00 OV> 0 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 6.9 ,DI INLET 'NB' • 995•00 8'Lt 103 br 12 18' CSP RISER 'NB' • 995•00 8'Lt 103 bs I p;ONCRETE COLLAR 'NB' • 995•00 S'Lt 103 bt 42 42 p6"RGRCP W/CONC ACH R 103 bu l:ONCRETE COLLAR "NB" > 995•17 8'Lt 103 bv 147 103 bw ,-;ONCRETE COLLAR "NB" • 996•64 8'Lt 103 bx 36 103 by ,-;ONCRETE COLLAR 'NB' . > 997•00 8'Lt 103 bz . 440 103 4.5 J;2 INLET '5B' > 997•00 8'Lt 103 Cb ~SP RISER(l8"x23.3' l 103 cc 410 8.5 p2 INLET ·sB· • 1001 •5 8'Lt 103 Cd 103 ce 538 8. 5 p2 INLET ·se· • 1005•7 8'Lt 103 cf 103 c~ 566 8. 5 p2 INLET 'SB' • 1011 •2 7,3'L 103 Ch 103 cl 0 0 0 0 217! 0 0 0 0 0 0 0 0 0 42 0 0 0 0 36, I 0 I 12 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANTITIES D-83 FOR REDUCED PLANS O ....... ... .... ............ ' 2 I_ ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNAT>ON RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12· APDD -12' o. 168 12· 18'APCAl 18' 18' o. 168 18' o. 168 18' 18' AP CB> -18' o. 168 --18' 24'AP(A) ' 24" 24" o. 168 24' o. 168 24' 24'APCBl 24' o. 168 -24' 30'APC8l 30' 30' o. 168 -30' 36'APCBl . . o. 168 36' -------., INLET FRAMES=! FLARED END SECTION '--' -.__., .. GRATES ROCK SLOPE PROTECT COVERS V> -' "' ... -' ~LT ERNA Tl VE RCP <--' w 8 0 d "'"' w I-"' C>W w ... " ► .,, z za: I--' I-m > z w-:::i ;;; V> a. ~ ... 0 "' ::,; 0 .......... a: -' ... a, a, a, "' 0: w -w u w::, w G 0 w z 0 lll "' I-I-I-a: .::, 1-1-I-w w 0 0 0 0 0 I-V> -... Ul-0: WU w z u e I-0 " 0 0 0 0 > ► z > Z0:1-a::, a: -a: V> I-I-:c :c :c :c "' ... V> ::, ... OWV> UC: u-z 0 N e ~ w I-I-I-I-a: 0 u U> ZI-z_, -"--0 w w w w ci :,; w "' w w X -'Z OV> 0-' W-' z ' a: a: :,; ::,; ::,; :,; I-C) C) w <:::lO u u-I--.... "' w w . ,~ ... ... u-a: "-w:c w N .., "' I-z z ,.: z z :c V> I-a:o a:"" a:u a: u w z z --u V>XU oz OU UI-w w w a: 0 0 0 0 :c ... ... I-<OZ z-Z< z-a: a. a. :c u I-I-C) ~ "' :;,. 0 "' 0 u, "' 5 I-I-a: a: -_,a,:, -:,; -a, 00 ... ► >-~ ~ -C 0 C u--, :,;-:,;-u-a, I-I-~ -N .., .., .., .., .... u N --' ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O ► ► 103 cJ 2.9 2 "'"' a, 1-0 0 ... ., 103 -'z "' Ck a2 " u ..,.,, "' 103 3.6 I """' :c 00 0 103 cm 103 en 3. 6 I "' ~ 103 co ... z a: 103 -.. cp " w .... I-"' 103 CQ •. o r,5.06 0 0 !'I "- 0 <5 103 er "' .. .. 103 cs 0 I-103 ct I 103 cu 26.4 10◄ 0 2. 3 I 10◄ b 104 C 2.6 I 10◄ d 105 0 2. I 105 b In SHEET 0 0 2-49. 5 0 TOTAL 0 95 6 0 0 0 0 0 I 0 0 0 0 0 0 0 0 0 NOTE• This Plan Accurate For Dralnooe Only. ,._r. IDs •••••••••••••••••••~c••••••••••••••••••• "-OT 01,Tt.1 •••••••y♦l-ttttt♦ l"f:N TA81.lt1 ttpen'tot,lett LEGEND 01sT COUNTY ROUTE POST~ ~~-' TOTAL !:!Qill! TOT"-' CT , • ...,.ETit CN> Not a separate pay Item 12 Oro 73 20,0 -22.0 /37 tee PPC I. For m1nrmum allowable class <See note 2> ./~ ,'/. DESCRIPTION of RCP. see Standard Pion A62D HOPE COR INTERIOR W/ With .-!i!ESs/1!@ HOPE COR INTERIOR HOPE RP OR PVC RP 2. <N> Not a separate pay Item, HOPE HIQh Density Polyethelene REGISTERED ,t(VIL ENGN:ER ~ (t': HOPE COR INTERIOR For Information only ;sf ~Rig l:. CIUflWI \~ HOPE RP OR PVC RP COR Corrugated w No. ,.411~9 ,,.. HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira I Rib Pipe PLANS APPROVAL DATE ti hr 12/ll/'5 -)-. I"'"" HOPE COR INTERIOR HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plostlc Pipe Culvert GREINER, INC. ~~ avL__,@3t .. RP Ribbed Pipe 1241 EAST DYER ROAD, SUITE 250 fi"-11 PVC Poly Vinyl Chi or-Ide SANTA ANA, CALIFORNIA 92705-5605 ALTERNATIVE PIPE r, " TYPE A TYPE B RCP 1!,C;. CSP ~ ,'-' e :c -I-d e a: "--. w w z m "" V> -' u -I-z a: -:,; 0 z -e w ... a: DESCRIPTION STATION ,w w 0 0 " -' a: -' z z I-I-:c -I-a: z w -' w ,. ,__ ... V> -I-I-0 ... -> 0 a. w :c-' -' ► z w ....... W, -' 0 u -"" C) a. V> ::, ::,; zu I-"' -' "-u a. V>--1-wd --....... 0 0 w V> a:::, w w <5 O"-00 u :,; I-a. 1-W 0 C>Z C) C) ..,_ -' . ' :c ::, w V> a:w I-► ... ... ... z V> "'8 ~ I-:,; a: u we: w ... ZI-z z -WV> C) -u >C> "'-' -w --u O.< . a. a, -X z -'W "-... w ... ... "' :;,. "' :;,. 0 "' "' :;,. 0 "' "' 0 "' "' "' "' ... _ _, a,v, -' w ... 0 ::,o "-"-a::c a: a: "--N -N .., .., -N .., .., .... "' ... .., -a.u -u w :c :,; u -u-00 CV> 0 C CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 374 8.5 01 INLET ·se· 5 1017•0 104. 5' 103 C) 103 Ck 372 8.5 2 INLET "NCD-4" 'i. 4020•7 2'Lt 103 372 6" AP 103 cm 8.< 2 INLET 'NC0-4" $ 4024•8 34'Lt 103 en 34 6' AP 103 co I ONCRETE COLLAR "NCO·◄• 5 4024•8 4'Lt 103 cp 98 6"AP W/CONC ACHR 103 CQ I OOCRETE COLLAR • NCO-◄' 5 4024•7 106'Rt 103 er 16 6" AP 103 cs ES • NCO·◄• 5 -402-4•9 106'Rt 103 ct SP 'NCD-4" 5 4024•9 103 cu 5. 8 2 INLET ·se· 5 959•55 9'Rt 10◄ 0 50 4" AP 10 ◄ b 6.9 2 INLET "NB' 5 960•10 2'Rt 104 C 9◄ -4' AP 10◄ d 50 6. 3 2 INLET ·se· 5 967+67 8' R 105 0 -4' AP IOS b 0 0 194 0 746 0 520 0 0 0 0 0 0 0 0 0 0 0 0 44.• 0 2 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANTITIES D-84 FOR REDUCED Pl.ANS 0 2 ' ' ' •--- • ,; ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12· APDD -r2· o. 168 - -12' 18"AP(Al 18' 18" o. 168 18" o. 168 18" 18"AP<Bl -18" o. 168 - -18" 24"APCAl 24" 24' o. 168 24" o. 168 24' 24'AP<Bl -24' o. 168 -24' 30'AP<Bl 30' 30' o. 168 - -30' 36"AP(Bl 3~• ,,. o. 168 36' - ----- --- 0 INLET \.....) FRAMES.& FLARED END SECTION ROCK SLOPE PROTECT "' GRATES V, COVERS _, ;; .. _, "-L TERNAT I VE RCP <-_, w C 0 0 ""' w ,_ 0 ... <OW w .. :,: ► !!! z zo: -,_ _, ,_ a, is w-:::, w V, Q_ w > ,. ,_.,,_ 0: ,. .. < "' "' 0 ... _, "' ... 0: w -w u w:::, w G c:, w c:, !!! ,_ ,_ ,_ 0: .:::, ,_,_ ,_ w w z 0 c:, c:, c:, c:, ... V, -.. U>-0: WU w z u z ,_ 0 :,: 0 0 0 0 > ,->-z > ZO:>-o::::, 0: -0: V> ,_ ,_ :,: :,: :,: :,: ... .. V, :::, < OWV> uo: u-z 0 N z ,!:, w ,_ ,_ ,_ ,_ 0: 0 u U> Z>-Z-' -... -C w w w w c ,. w ,w w w X -'Z OV> Q_J W-' z ' 0: 0: ,. "' "' "' ,-'-' '-' w <=>O u u-,_ -... "' w w . ... ... "' u-0: ... w:,: w N ,.., "' ,_ z z ,.: z z :i: V, ,_ 0:0 O:>< o:u 0: u w z 0 0: z --u V>XU oz OU U>-w w w 0 0 0 0 :i: ., "' ,_ <OZ z-Z< z-0: Q. Q. :,: u ,_ ,_ '-' u ., :,. 0 ., 0 ., ., z ,_ ,_ 0: 0: -_,a,::, _,. -a, 00 "' >->-0 ~ ~ -0 c:, c:, u--, :.-:.-u-a, ,_ ,_ :,,: -N ..., ..., ..., ..., ... u N -_, ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O► >-105 C 2,2 ... ., a, ,-0 ...... 0 105 -'z ... • =>c, "' U-u -'"' ... 106 0 2.0 I ...... :,: uo u 106 b 106 C 2.0 I 0: ... 106 • C) .. z 0: 107 2.0 I ... 0 "' w ,_ ,-"' 107 b u 0 llj ... 0 <5 107 C 2.0 I 0: .. .. 107 • u ,-108 0 I, 4 I 108 b 108 C 2.0 I 108 • II I 0 2. 3 I II I b 112 0 2. 2 I 112 b I 111 SHEET 0 0 18. I 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL NOTE• This Pion Accurate For DralnoQe Only. ,._£ C>o •••••••••••••••••••~cttHttttttttttttttt "'-OT DAT[, •••••••vtl .... tttttt ~ TAIBl.[t •-• tt LEGEND DIST COUNTY ROUTE POST~ ~~ _,:in.11::. tfty~-:-PR CT ~ Item 12 Ora 73 20.0 -22.0 /3B 2ee, CNl Not a separate pay PPC I. For mlnlmun al lowoble class <See note 2> /L ,. , DESCRIPTION of RCP, see Standard Pion A62D WI With HOPE COR INTERIOR ,✓• '"'ms,~ HOPE COIi INTERIOR HOPE RP OR PVC RP 2. (Nl Not a separate pay Item. HOPE HIQh Density Polyethetene REGISTERED C~ ENGlt£ER fJ' ~ HOPE COR INTERIOR For lnformotlon only ~ Blgi!. OIINIII~ HOPE RP OR PVC RP COR Corrugated Iii-. 0IU~ -};; HOPE COR INTERIOR RCP Reinforced Coner-ate Pipe SSRP Steel Spiro I Rib Pipe PLANS APPROVAL DATE • "'xolZ/llM "" -HOPE COR INTERIOR HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert GREINER, INC. "~,~ ~ ,i/ 1241 EAST DYER ROAD. SU I TE 250 orco.11 PVC Poly Vinyl Chloride RP Ribbed Pipe SANTA ANA, CALIFORNIA 92705-5605 AL TERNAT IV[ PIPE " r-. TYPE A TYPE B RCP _R_G_ CSP '---' '--' z :c ,_ 0 z 0: ... -. w w z "' "' V, _, u ,_ z 0: -,. c:, z -z ... < 0: DESCRIPTION STATION ,w w 0 0 :,: _, 0: _, z z ,_ ,_ :,: -,_ 0: z w _, w " ,__ .. V, -,_ ,_ c:, < -> 0 Q. w :,: _, _, >-z w ,_ .. W• _, 0 u -"' '-' Q. V, :::, ,. zu ,_"' _, ... u Q. V>-_,_ wci --,_,._ 0 0 w V, 0::::, w w <5 O"-00 u "' ,_ Q. >-W 0 <OZ '-' '-' ..,_ _, . .... :,: :::, w V, o:w >->-.. ., ., z V> V>O " ,-"' 0: u WO: w< Z>-z z -WV, -0 '-' -u >'-' V, _, -w --u Q.< • Q. "' -X z -'W ... <W .. .. ., :,. ., :,. 0 ., ., :,. 0 ., ., 0 "' ., ., ., "' _ _, a,v, _, w ., 0 :::,c:, ...... 0: :i: 0: 0: ... -N -N ,.., ..., -N ..., ..., ... "' .... ..., -Q.U -u w :,: "' u -u-00 c,v, c:, 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 9< 6.8 G2 INLET 'NB" • 967•85 2· L 105 C 24" AP 105 • 5.8 G2 INLET ·se· s 975•90 9'Rt 106 0 50 24' AP 106 b 5.8 G2 INLET "NB" s 975•70 2'Lt 106 C 9< 12◄" AP 106 • 5.8 G2 INLET ·se· s 982•60 9'Rt 107 0 50 124" AP 107 b 5.8 G2 INLET "NB" s 982 .. 10 2'Lt 107 C 9< 124" AP 107 • 3.8 G2 INLET ·se· s 990•30 9'Rt 108 0 35 124" AP 108 b 5.8 t2 INLET "NB" s 989•55 O'Lt 108 C 92 124" AP 108 • 7. I G2 INLET ·se· s 1005•7 2· R 111 0 86 12◄" AP II I b 6.8 t2 INLET ·se· 5 1011 ♦2 2· R 112 0 96 124" AP 112 b 0 0 9< 0 597 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53. 0 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANTITIES D-85 FOR REDUCED PLANS 0 2 I ---I , __ ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12" APDD 12" o. 168 12" 18"AP(A) 18" 18" o. 168 18" o. 168 18" 18"AP<B> 18" o. 168 18" 24"AP<A> 24" 24" o. 168 24" o. 168 24" 24"AP(B) 24" o. 168 24" 30"AP<B> 30" 30" o. 168 30" 36"AP<Bl ,h• 36" o. 168 36" -- 0 INLET FRAMES FLARED END SECTION \_, .. GRATES _8 ROCK SLOPE PROTECT <II COVERS -' ;;, .. -' ,ILTERNAT I VE RCP <--' "" ~ 0 0 .. <II "' I-"' <.>"' "' .. ► ~ z zc: w I--' I-m z i.,-::, <II CL "" .. ::, 0 .......... a: "' .. "' a, 0 "' -' a, "' 0: "' -"' u "'::, "' G 0 "" 0 ~ ... I-I-I-0: .::, 1-1-I-"' "" z 0 0 0 0 0 I-<II -.. UI-C: i.JU "' z u z I-0 :x: 0 0 0 0 ► z > ZC:1-a:::, a: -a: z <II I-I-:x: :x: :x: :x: "' .. <II ::, .. Oi.1<11 UC: u-z 0 N 0 ~ "' I-I-I-I-0: 0 u U> ZI-z_, -"---"' "' "' "" ci ::, "' ... ... ... X -'Z 0<11 0-' "'-' z ' a: 0: ,. ::, ::, ::, I-<.> <.> "' <::>O u u-,_ -V "' "" "" . '"' .. .. u-a: "-"':x: "' N ., "" I-z z ..: z z :x: <II ,_ C:O "'"' c:u a: u "" z z - -u <IIXU oz OU U>-"' "' "" 0: 0 0 :x: .. .. ,_ <OZ z-Z< z-a: 0. a. :x: u 0 ,_ ,_ 0 <.> ::-' ;,, ;,. 0 ;,, 0 U) ;,, is ,_ ,_ a: a: --'"'::, _,. -a, 00 .. >->-~ ~ -0 0 0 u---, ,._ ,._ u-a, ,_ ,_ -s,:. -N ., ., ., ., V u N --' ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O ► ► 113 0 2. 5 I ... ., m 1-0 0 ◄ ... 113 b -'z ... G!:2 "' u ..IV> ... 113 C 5.0 2 ◄bl :x: uo u 113 d 113 • 5. 3 I "' "' 113 f ., .. -~ 0: 113 0 2. 5 I " .., ,_ .. <II 113 h u 0 "' "-., 0 f d 113 1 2.5 1 .. 113 u I-113 • 2 .• 1 113 I 113 m 2.4 I 113 n 113 0 3. 9 I 113 p 113 Q 3. 6 I 113 , I 111 SHEET 0 0 30. I TOTAL 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ~ NOTE• This Pion Accurate For Oratnooe Only. ,._r_ IDo ·····••••••••···•·•dQl'>ap•C····••••··••••••··· 1'1.01' 0._TI., •••••••7t1-•••••• HM T..._E, •--•-•• lliill.S.! LEGEND DIST COUNTY ROUTE To'm_T ,M!;g-T "'U.' -1'.Q.lf:, PPC I. <Nl For mlnlmun al lowoble class Not a separate (See note 2) pay Item 12 Oro 73 20. 0 -22. 0 131 2M DESCRIPTION of RCP. see Standard Plan A620 /.;1 ,'/ HOPE COR INTERIOR WI With •"'"''~~ HOPE COR INTERIOR HOPE RP OR PVC RP 2. (Nl Not a separate pay Item, HOPE Hll)h Dens I ty Polyethelene REGISTERED ~l. ENGtNEER ~ ·~ HOPE COR INTERIOR For Information only ~11 !II! ~ """""it HOPE RP OR PVC RP CCR Corruc,;ioted HOPE CCR INTERIOR RCP Reinforced SSRP Spira I Rib Pipe PLANS APPROVAL DATE ii Ho. ,nus -) HOPE COR INTERIOR Concrete Pipe Steel • ho IZ/31'95 • - HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert GREINER, INC. ~~iJ~ 1241 EAST DYER ROAD. SU I TE 250 If or tt.c'' PVC Poly Vinyl Chloride RP Ribbed Pipe SANTA ANA. CALIFORNIA 92705-5605 ALTERNATIVE PIPE - - TYPE A TYPE B RCP if,G, CSP '--.J '---' z :z: I-0 z a: "-;. . "' "' z a, <II -' u -I-z a: -::, 0 z -~ "' .. a: DESCRIPTION STATION '"' "' 0 0 :x: -' a: -' z z I-I-:x: -I-a: z "' -' "' .. 1--.. <II -I-I-0 .. -> 0 CL "' :x:-' -' >-z "' ...... "'. -' 0 u -"' <.> CL <II ::, ,. zu I-CJ> -' "-u a. v>--1-"'o --....... 0 0 "' <II a:::, ... ... <5 Ou. 00 u ,. ,_ a. .... .., 0 <.>Z <.> <.> ,--' . ' :x: ::, "' <II a:"' ,_ >-.. .. .. z <II <110 ~ ,_ ,. a: u "'"' .., .. ZI-z z -"'<II -<.> -u ><.> <II-' _.., - -u a.< • a. a, -X z -'"' "-.. .., .. .. ;,, ;,. ;,, ;,. 0 ;,, ;,, ;,. 0 ;,, ;,, 0 "' ;,, ;,, ;,, .. _ _, 0,</1 -' "' .. 0 ::,o "-"-0: :x: a: a: "--N -N ., ., -N ., ., V "' ... ., -o.u -u "' :x: ,. u -u-00 0<11 0 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 7. 7 02 INLET "NB" l 1005•2 2'Lt 113 0 84 4" AP 113 b 12 sT2 INLET "NB' l 1005+2 S'Rt 113 C 590 4" AP 113 d 13 ;2 INLET "NCO-I" !i_ 1011 •O 4'Lt 113 • 299 4" AP 113 f 7. 7 ;2 INLET "NCO-I" ~ 1014•1 'Lt 113 0 - 317 4" AP 113 h 7. 7 ;2 INLET "NCO-I" ~ 1017+2 'Rt 113 I 268 4" AP 113 7.6 ..;2 INLET "NCO-I" !i_ 1020•0 'Lt 113 • 72 4" AP 113 I 7.4 ..;2 INLET "NCO-I" \ 1020•7 'Lt 113 m 31 4" AP 113 n 9.5 ..;2 INLET "NCO-I" \ 1020•7 2'Lt 113 0 619 4" AP 113 p 8. 4 u2 INLET "NCO-I' 1027+0 2'Rt 113 Q 253 0' AP 113 , 0 0 2281 0 0 253 0 0 0 0 0 0 0 0 0 0 0 0 0 81 0 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15. 1994 SECTION 3.2 DRAINAGE QUANTITIES D-86 FOR REDUCED PLANS 0 ' 2 ' ' I ,.. --··· - ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12' APDD -12' o. 168 --12' 18'APCAl 18' 18' o. 168 18' o. 168 18' 18'AP<B> -18' o. 168 - -18' 24"AP<Al 24' 24' o. 168 24' o. 168 24" 24" AP <Bl -24' o. 168 24" 30' AP <Bl 30' 30' o. 168 30' 36' AP <Bl '"' o. 168 36' -------- 0 INLET '-' FRAMES) FLARED END SECTION ROCK SLOPE PROTECT .. GRATES COVERS V> ..., z .. ..., ~LTERNAT I VE RCP --- ..., w 0 0 0 ;,,v, w ,_ 0 "' c,w w .. "' >-~ z za: -,_ ..., ,_ ., z w-:::, w V> "-w < "' 0 ,_.,,_ a: "' < a, a, 0 "' ..., a, "' a: w -"' u w:::, w G C, w C, ~ ,_ ,_ ,_ a: ,:::, ,_,_ ,_ w w z 0 C, C, 0 C, "' V> -< U>-0: WU w z u z ,_ 0 :,: 0 0 0 0 I->-z > ZO:>-a::::, a: -a: V, ,_ ,_ :,: :,: :,: :,: "' .. V> :::, < OWV> ua: u-z 0 N z C, -;!:. "' ,_ ,_ ,_ ,_ "' 0 u U> Z>-Z-' -... -"' w w w ci ,. w "' w w X -'Z OV> 0-' W-' z ' a: a: ,. "' ,. "' I-'-" '-" w <:::>O u u-,_ -... "' w w -< < u-a: ... w:,: w N "' "' ,_ < z z :,: V> ,_ a:o a:"' a:u a: u w z z z ,.: 0 z --u V>XU oz OU Uf--w "' w a: 0 0 0 0 :,: < < ,_ <OZ z-Z< z-a: Q. Q. "' u ,_ ,_ '-" a: a: -...,a,::, _,. -a, 00 < >->-u "' :,. 0 "' 0 ~ "' z ,_ ,_ -0 ~ ,:::. C, C, C, u-, :::,;-,._ u-., ,_ ,_ ~ -N "' "' "' "' ... u N -..., ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O>->-113 • 3. 5 I ..... m >-o 0 ..... 113 t -'z "' a2 " u ...11/1 "' 113 u 3.5 I <"' :,: UC u 113 V 4,4 72. 14 113 w 3. 5 I 0: ... 113 X " .. z a: II 3 3. 5 I .. y ::, "' ,_ ... "' 113 0 u ... ... , 0 c5 0: 113 00 I .. .. 113 ob 71.5 u ... 114 0 2. 3 I 114 b 118 0 2. 3 118 b 118 C 2. 4 118 d 119 0 2. 4 I 119 b I 111 SHEET TOTAL 0 0 99. 3 0 0 72. I 6 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 NOTE• This Plan Accurate For Drainage Only. ,-._, o, •••••••••••••••••••<19"-c••••••••••••••••••• ~OT DATIi:, •••••••:,+!,,..•••••• ~N Ta1,BL[o ••-nt<11:>1••• liQill! LEGEND DIST COUNTY ROuTE POST~ rnf•r er ~: ... '!2!.~ <Nl Not a separate pay Item 12 Oro 73 20.0 -22,0 l'fO :,ee, PPC I, For mlnlrrun a!lowaDle class <See note 2) DESCRIPTION of RCP, see Standard Pion A620 WI With /-L ,,,/ HOPE COR INTERIOR ~ESS,~ HOPE COR INTERIOR HOPE RP OR PVC RP 2. CNl Not a separate pay Item, HOPE High Dens I ty Polyethelene REGISTERED l,,ifY._ ENGIHEER ~ 'Q": HOPE COR INTERIOR For Information only J7 RU! As DWWM i HOPE RP OR PVC RP COR Corruooted lirj., ~ll~ J':v HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiro I Rib Pipe PLANS APPROVAL DATE • £oco IZlJlli2 "" ~ HOPE COR INTERIOR GREINER, INC. ~ CIVIL~ HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastlc Pipe Culvert PVC Poly Vinyl Chlorlde RP Ribbed Pipe 1241 EAST DYER ROAD, SUI TE 250 (! °' <"-'' SANTA ANA, CALIFORNIA 92705-5605 ALTERNATIVE PIPE TYPE A TYPE B RCP lnR,Gn CSP - z :c -,_ 0 = a: ... -. w w z a, "' -V> ..., u ,_ = a: -"' C, z -z w < a: DESCRIPTION STATION ,w "' 0 0 :,: ..., a: ..., z z ,_ ,_ :,: -,_ a: z w ..., w ., ,__ < V> -,_ ,_ C, < -> 0 "-"' :,: ..., ..., >-z w >-< w, ..., 0 u -"' '-' Q. V> :::, "' zu >-0> ..., ... u Q. V>-_,_ WO --o-r--0 0 w V> a::::, "' w c5 o ... 00 u "' ,_ Q. ,_.., 0 C>Z '-' '-' ,_ ..., . .... :,: :::, w V> a:w >-->-< < < z V> V>O ., ,_ "' a: u WO: w < z,-z z -WV> -0 '-' -u ><-'> "'-' -w - -C> Q.<( • Q. ., ->< z "' -'W ... < w < < < "' :,. "' :,. 0 "' "' :,. 0 "' "' 0 "' "' "' _ _, a>V> ..., w < 0 :::,c, ...... a::,: a: a: ... -N -N "' "' -N "' "' ... "' r--"' -ll.U -u w :,: "' u -u-00 OV> C, 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 8,4 2 INLET "NCO-I" 1029•6 2'Rt 113 • 48 130" AP 113 t 8. 3 J:,2 INLET "NCO-I• 1029•9 'Lt 113 u 123 J:'0" AP W/CONC ANCHR 113 V 8. 3 G2 INLET 'NCD-8' 8029+0 'Lt II 3 w 43 30" AP 113 X 8. 3 G2 INLET "NC0-8" 8029+9 O'Rt 113 y 48 30" AP 113 FES 113 00 RSP 113 Ob 7,0 G2 INLET 'SB' ,;_ 1017+0 7'Rt 114 0 124 114 b 6.9 G2 INLET 'SB' ,;_ 1028•8 5'Rt 118 0 83 118 b 7, 7 G2 INLET 'NB' ,;_ 1029•5 2'Lt 118 C 115 118 d 7,6 J;2 INLET 'NCD-3' li_ 3037• I B'Lt 119 0 30 124" AP 119 b 0 0 352 0 0 262 0 0 0 0 0 0 0 0 0 0 0 0 0 62. 0 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DRAINAGE QUANTITIES D-87 FOR REDUCED PL.ANS 0 2 ' I I •--- ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12· APOO 12· o. 168 12· 18"APCAl 18" 18" o. 168 18" o. 168 18" 18" AP CB! 18" o. 168 18" 24"APCAl 24" 24" o. 168 24" o. 168 24" 24"APCBl 24" o. 168 24" 30" AP CB! 30" 30" o. 168 30" 36" AP CB! 36" o. 168 36" 0 INLET FLARED END SECTION '--' FRAMES_8 ROCK SLOPE PROTECT .. GRATES COVERS VI ...J :!: < ...J IALTERNAT I VE RCP <-...J "' 0 0 0 .. VI "' ,_ 0 "' """ "' < :,: >-.. z zo: ;;, ,_ ...J ,_ "' > z ..,_:, VI 0. "' < :::, 0 ,_.,,_ 0: :::, .. al al 0 "' ...J al "' 0: "' -"' u ..,:, "' .; 0 "' 0 ~ w ,_ ,_ ,_ 0: .:, ,_,_ ,_ "' "' t 0 0 0 0 0 ... VI -.. U>-0: ... u "' z u z ,_ :,: 0 0 0 0 >-z > Z0:1-i,::, 0: -!s VI ,_ ,_ :,: :,: :,: :,: w .. VI :, .. O"'VI UI>: u-z N z ~ "' ,_ ,_ .... ,_ 0: 0 u U> Z>-Z...J -... -C "' w "' "' ci :::, w w w X ...JZ OVI O...J "'-' z ' "' 0: :::, :::, :::, :::, ;: C> C> w «:>O u u-,_ -... "' "' "' . .. .. u-"' ... "':,: w N ,,, ~ ,_ ~ z z :,: VI .... ~\,! "'"' o:u "' u "' z z z z ~ - -u VIXU OU UI-"' "' "' 0: 0 0 :,: :,: u 0 0 < .. .... <OZ z-Z<t z-0: Q. Q. u "' ;,. 0 "' 0 "' "' z .... ,_ ,_ ,_ C> "' 0: -...Jal:> -:::, -al oc < >->-0 ~ ~ -C 0 0 u--, :::,-:::,-u-al ,_ ,_ ~ -N ,,, ,,, ,,, ,,, ... u N -...J ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O ► ► 119 C 2,5 I "'"' "' ,-0 ...... 0 -'z ... 119 d a2 "' u ...J .. w 119 • 2, 0 I ...... ,: UC u 119 f 119 0 2.0 I a: "' 119 h .., .. z "' 120 2. 7 2 ... 0 ::, "' .... I-VI 120 b u 0 Ill ... 0 ci 120 00 2 •• I a: .. .. 120 Ob u I- 120 C 2. 4 I 120 d 120 • 2 •• I 120 f 120 0 2 •• I 120 I 120 3. 5 74.8 I 120 k I 111 SHEET TOTAL 0 0 22.3 0 0 7'4. 8 9 0 I 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE• This Pion Accurate For DrolnaQe Only. .... 1: '°" ···················dQO",-···········••.t••··· Pl.OT D4Tl:1 '""'•:i,•1-•HHe "£N TA8l..1Et Hpe,,t-abk,H LEGEND DIST COUNTY ROUTE To~P~i'cT """,J: TOTAL «-•rs liQili! (NJ Not a separate pay Item PPC I. For mlnlrrun allowable class (See note 2) 12 Oro 73 20.0 -22.0 ,,,., zee DESCRIPTION of RCP, see Standard Pion A620 W/ With -/41,,-~ HOPE COR INTERIOR ,_,,...--~ESSte@ HOPE COR INTERIOR HOPE RP OR PVC RP 2. CN) Not a separate pay Item, HOPE Hlc;ih Density Potyethelene REGIS TERE; ENGINEER '8,g~ """""~~ HOPE COR INTERIOR For Information only HOPE RP OR PVC RP COR Corruoated ~I No. ,u,~, ,~ HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiro I Rib Pipe PLANS APPROVAL DATE HOPE COR INTERIOR -II hp IZ/3l/'5 ;• -HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastlc Pipe Culvert GREINER, INC. ~~~ PVC Poly Vinyl Chloride RP Ribbed Pipe 1241 EAST DYER ROAD. SU I TE 250 If Of t"-'1 SANTA ANA, CALIFORNIA 92705-5605 - ALTERNATIVE PIPE --TYPE A TYPE B RCP laRrGa CSP '--' '-- z :,: ,_ 0 z 0: ... -"' "' z al "' -VI ...J u ,_ i': 0: -::,; 0 z -z w < 0: DESCRIPTION STATION '"' "' 0 0 :,: ...J 0: ...J z z ,_ ,_ :,: -,_ 0: z "' ...J "' .. ,__ < VI -,_ ,_ 0 .. -> 0 Q. "' :,: ...J ...J >-z "' ,_ .. .... ...J 0 u -"' C> Q. VI :, :::, zu ,_"' ...J ... u Q. VI-_,_ we --,_,__ 0 0 w VI a::, "' w ,5 oi.. 00 u :::, ,_ Q. 1-W 0 C>Z C> C> -,_ ...J • ' :,: :, w VI l>:W I-► < .. .. z VI Vl9 .. ,_ ::,; 0: u WO: ..... Z>-z z -"'VI 0 C> -u >C> VI...J _.,., --u "' ;,. "' ;,. 0 "' "' ;,. 0 "' "' 0 "' "' "' Q.<( • Q. al -X z "' ...JW ... ...... <( <( <( -...J a>VI ...J w <( 0 :,a ...... "':,: 0: 0: ... -N -N ,,, ,,, -N ,,, ,,, ... "' ,__ ,,, -Q.U -u w :,: :::, u -u-00 OVI 0 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 8, I 02 INLET ·sB· • 1037•2 70'Rt 119 C 109 24' AP 119 d 6, I G2 INLET • sB· • 1037•1 1:50' Rt 119 • 33 2◄" AP 119 f 6. I G2 INLET ·sB· • 1037•0 2'Lt 119 0 84 24" AP 119 h 7.6 GDI Inlet "NB" • 1037•0 6' R 120 0 298 24' AP 120 b 7, 6 GZ Inlet "NB" • 10◄0•0 ,..5, R 120 00 143 24" AP 120 Ob 7.6 G2 Inlet "NB" • 10◄1 •4 t<t6' R 120 C 278 24" AP 120 d 7,6 G2 Inlet "NB" • 1044•2 6' R 120 • 253 24" AP 120 f 7.6 ,01 Inlet "NB" • 1046•8 "'6' R 120 0 17 30" AP 120 I 8.3 G2 Inlet "NCD-8" s 8046•8 7. 5' L 120 36 30" AP 120 k 0 0 1191 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 66. 0 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 DRAINAGE QUANTITIES D-88 FOR REDUCED PLANS 0 2 ' I I ' - ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL DESIGNATION RCP CSP SSRP SIZE SIZE THICKNESS SIZE THICKNESS SIZE 12' APDD 12' o. 168 12' 18'AP<Al 18' 18' o. 168 18' o. 168 18' 18'AP(Bl 18' o. 168 18' 24' AP (Al 24' 24' o. 168 24' o. 168 24' 24' AP (Bl 24' o. 168 24' 30"AP1Bl 30' 30' o. 168 30' 36' AP CB> . <k' o. 168 36' - 0 INLET FRAMES FLARED END SECTION ~ .. GRATES) ROCK SLOPE PROTECT V) COVERS _, " ◄ _, ~LTERNAT I VE RCP ◄-_, w 8 0 0 ""' "' .... ... C>"' "' ◄ X ► .. z zcr: -.... _, .... m > z ..,_:::> w V) Q_ w ◄ :,; 0 .......... er: " ◄ "' "' 0 ... _, "' ... 0: "' -"' u '-"::J w G 0 w t 0 ~ .... .... .... er: .:::, ........ .... w w 0 0 0 0 0 ... V) -◄ U>-0: WU "' z u 3 .... :,: 0 0 0 0 ,->-z > zc,;,-er:::> er: -er: V) .... .... X :,: :,: :,: ... ◄ V) :::> ◄ OWV> ucr: u-z 0 N 3 C ~ w .... .... .... .... 0: 0 u U> Z>-ZJ -... -w w w w d :,; w ... w w X JZ OV> OJ WJ z ' a: c,; :,; :,; :,; :,; ,-C> C> "' ◄:::>O u u-.... -.. "' w "' . ,::! ◄ ◄ u-a: ... w:i:: w N .., "' .... z z ,.: z z :,: V) .... a:o a:>< a:u a: u w z z - - u V>XU oz OU U>-"' w w a: 0 0 :,: X u 0 0 ◄ ... .... ◄OZ z-Z<l z-a: Q. Q. u <D ;,. 0 ;., 0 ~ <D ~ .... .... .... .... C> a: a: -_,a,:, -::> -co 00 ... >->-~ ~ -0 0 0 u--, :,;-:,;-u-"' .... .... ,;:: -N .., .., .., .., .. u N -_, ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY O ► ► 121 2. 2 28 I "'m m ,-0 ◄ ... 0 121 bb -'z ... ih2 " <J _, .. ... 121 a 2.4 28 2 ...... :,: UC u 121 b 121 C 3.5 74 I " ~ 121 d ◄ z a: 121 3, 6 76 I .. e ::, w .... ,-V) 121 f u 0 "' ... ., 121 n 3. 7 78 I 0 d " .. ◄ 121 h u ,- 121 I 3. 7 79 I 121 121 k .o 82 I 121 I 2. 2 28 I 121 m 121 n 121 0 3. 7 I 121 D I 111 SHEET 0 0 29 0 0 473 II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL NOTE• This Pion Accurate For Orotnooe Only. ,u '°" •••••••••••••••••••cionap.c••••••••••••••••••• JILOT 0AT1u •••••••:,t-1 .... ■■•••• N"I T.t.al.E1 •9"nt-■■ lliill.S! LEGEND DIST COUNTY ROUTE to'ii.l' ..!!1-l~~b '16~ _nn~ (Nl Not a separate pay Item 12 Oro 73 20.0 -22.0 /'fZ we, PPC ,. For mlnlrrun allowable cross <See note 2> _/,,1 // DESCRIPTION of RCP, see Standard Pion A620 HDPE COR INTERIOR W/ With ~i.O{ESS1!it; HOPE COR INTERIOR HOPE RP OR PVC RP 2. <N> Not a separate pay Item, HOPE High Density Polyethelene REGtSTERED .CIVI. [NQNEER «~ '(t; HDPE COR INTERIOR For Information only § Big A. OIIPIMlt \t HDPE RP OR PVC RP COR Corrugated "'i .,_ mm j:~ HDPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira I Rib Pipe PLANS APPROVAL DATE • E,q),.l.ZllJ.ln .. -HDPE COR INTERIOR HDPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plostlc Pipe Culvert GREINER, INC. "~,r CIYL (II;~ 1241 EAST DYER ROAD, SU I TE 250 or ,._,, PVC Poly Vinyl Chloride RP Ribbed Pipe SANTA ANA, CALIFORNIA 92705-5605 ALTERNATIVE PIPE -- TYPE A TYPE B RCP laR,q_ CSP '--' '----3 =.: .... 0 z er: ... -. "' "' z "' "' -V) _, u .... 3 er: -:,; 0 z -z w ◄ er: DESCRIPTION STATION ,w w 0 0 X _, er: _, z z .... .... :,: -.... er: z w _, w " ...._ ◄ V) -.... .... 0 ◄ -> 0 a. w XJ _, ► z w .... ... w, _, 0 u -"' C> Q. V) :::> :,; zu .... "' _, ... u Q. .,,_ _,_ we --........ 0 0 w V) a::::> w w c5 o ... 00 u :,; .... Q. >-w 0 C>Z C> C> -,_ _, . ' :,: :::> w V) a:w >->-◄ ... ... z V> V>O " .... :,; a: u wa: "'"' Z>-z z -"'V) -0 C> -u >C> .,,_, -w --u <D ;,. <D ;,. 0 <D ;,. 0 ;., <D 0 "' ;., <D Q.◄ • Q. "' -X z <D JW ... ◄"' ◄ ... ... "' _ _, "'"' _, w ◄ 0 :::>o ...... a::,: a: er: ... -N -N .., .., -N .., .., .. "' ,-.. .., -Q.U -u "' :,: :,; u -u-00 OV> 0 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF .8 u2 Inlet 'NCD-8', 8037•0 7. 5' 121 92 4' AP 121 bb ,6 Gdl Inlet 'NCD-8'> 8037•8 32' R 121 a 62 04• AP 121 b . I 2 Inlet 'NCD-8'> 8038•5 32' R 121 C 47 >4• AP 121 d 8, 5 ,2 Inlet 'NCD-8' > 8039•0 32' R 121 e 47 >4' AP 121 f 8, 8 ,2 Inlet 'NCD-8' > 8039•5 32' R 121 D 47 >4' AP 121 h 8, 9 i;2 Inlet 'NCD-8' > 8040•0 32' R 121 I 47 >4• AP 121 9, 5 i;2 Inlet 'NCD-8'> 8040•5 32' R 121 k 6, 8 i;2 Inlet 'NCD-8's 8040•1 13' R 121 I 38 >4• AP 121 m 47 >4• AP 121 n 8, 7 G2 Inlet 'NCD-8', 8041 •O 32' R 121 0 47 >4• AP 121 n 0 0 47, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 73, 0 0 0 0 0 SHEET TOTAL FOR REDUCED PLANS O nRt(';INAI C:t'!AI F' IC: IN INrMi:'C: I 2 I ' ' FINAL SUBMITTAL MARCH 15, 1994 SECTION 3, 2 DRAINAGE QUANTITIES 0-89 ALTERNATIVE PIPE . LEGEND DIST COUNTY ROUTE yn';'llT~ T ~: .,'f.2t.\'i. ALLOWABLE PIPE MATERIAL !!Qili! 12 73 20.0 -1'13 zee CNl Noto separate pay Item Oro 22,0 DESIGNATION RCP CSP SSRP PPC I, For minimum al Jowoble class (See note 2) /./ ,/ SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Pion A62D 12' APOD 12' o. 168 12' HOPE COR INTERIOR W/ With ~ESS•~ 18'APCAl 18' 18' o. 168 18' o. 168 18' HOPE COR INTERIOR HOPE RP OR PVC RP 2. CNl Not a separate pay Item, HOPE HIQh Density Polyethelene RECtSTEREO Q'll'L ENGKER ~ ~ 18'AP<Bl 18' o. 168 18' HOPE COR INTERIOR For tnformotlon only 24'APCAl 24' 24' o. 168 24' o. 168 24' HOPE RP OR PVC RP COR Corrugated !::> RICI &. OWWI ~ W t1o. C◄I!a r 24' AP !Bl 24' o. 168 24' HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira I Rib Pipe PL.ANS APPROVAL DATE « [1¢: IZ/31/!ts • "-30'APCBl 30' 30' o. 168 --30' HOPE COR INTERIOR 36'APCBl '"' 3,;• o. 168 36' HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert GREINER, INC. ~~~~ Vtnyl Ribbed Pipe 1241 EAST DYER ROAD, SUITE 250 If Of tll1' ---PVC Poly Chlorlde RP SANTA ANA, CALIFORNIA 92705-5605 0 INLET ALTERNATIVE PIPE FRAMES FLARED END SECTION ROCK SLOPE PROTECT ~ .. GRATES & DROGD \._j COVERS TYPE A TYPE B RCP CSP '-- v> -' ~ iALTERNAT I VE .., --' RCP e <--' w Q 0 d 3'v> w .... 0 :c .... d ... c,w w .., :,; z 0: ... ► !!? z zo: -.... -' .... -. w w z ID z w-:::> w v> 0.. w "' "' v> -' > ::E 0 .......... 0: '"' "' "' "' "' u .... z 0: -::E Q ... -' "' ... 0: w -w u w:::> w G 0 w Q 0 z -z w "' 0: DESCRIPTION STAT ION ,w w Ill .... .... .... 0: .::, ........ .... w w z 0 0 C 0 Q 0 0 :,; -' 0: -' z z .... .... > ... V> -"' U>-0: WU w z u e .... 0 :,: 0 0 0 0 :,: -.... 0: z w -' w .. >--"' V> -.... ► z > ZO:>-o::::> 0: -0: v> .... .... :,: :,: :,: :,: .... .... 0 "' -> 0 0.. w "-' -' ► z ... "' V> ::, "' OWV> uo: u-z 0 N z Q -:5:. w .... .... .... .... w .... "" w. -' 0 u -"' C) Q. V> ::, 0: 0 u u> Z>-Z-' -... -w w w ::E zu .... "' -' ... u Q. vi-_,_ w ci :,; w wd ... w w X -'Z OV> 0-' ... .., z ' 0: 0: ::E ::E :,; ::E --........ 0 0 w V> 0: is w w .... C) C) w ..,:::,o u u-.... -.,. <D w w . ,5 Ou. 00 u :,; .... Q. t-W c,z C) C) :! "' "' u-0: ... w:,: w N "' "' .... z z .: ,--' . ' :,; ::, w V> o:w >-► "' "' "' z z :,: V> .... 0:0 O:>< o:u 0: u w z z z V> V>O .. .... :,; 0: u WO: w< Z>-z z - -u IIIXU oz OU U>-w w w 0: 0 0 0 0 :,: -WV> -0 C) -u >C, Vl-' -w -- < "' .... <OZ z-Z< z-0: Q. Q. :,; u .... .... C) u Q.<[ • Q. "' -X z -'W ... <W < "' '.:' "' ;,. 0 "' 0 ~ "' i!'5 .... .... "' ;,. "' ;,. 0 "' "' ;,. 0 "' "' 0 "' "' "' 0: "' --'"'::, -::E -m oc "' >->-~ :;:: -"' <D _ _, a,v, -' w "' 0 ::,o ...... 0::,: 0: 0: 0 C C u-, ::E-::,-u-"' .... .... ~ -N "' "' "' "' .,. u N --' ... -N -N "' "' -N "' "' .,. "' ... "' -Q.U -u w :,: ::E u -u-00 CV> C C ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF O ► ► 121 0 3. 6 I . 4 ,2 Inlet 'NCo-a· q 804 I •5 32' R 121 n "''° ., .... 0 0 ◄ ... 121 47 4' AP 121 -'z ... r r a~ " u -'"' ... 121 s 2.5 I .o ,2 Inlet 'NCD-s•q 8042•0 32' R 121 s ...... :c uo u 121 t 47 '4' AP 121 t 121 u 2. 4 I .6 02 Inlet ·Nco-a•s 8042•5 32' R 121 u a: ... 121 V 47 4' AP 121 V " .. z 0: 121 2. 4 I .6 2 Inlet ·Nco-a·• 8043•0 32' R 121 -◄ w w ::,; w .... ,_ ~ 121 X 78 4• AP 121 X u l!l ... 0 ,5 121 V 2,5 I .9 ,2 Inlet 'NCD-8'S 8046•8 32' R 121 -f .. 121 118 ,o· AP 121 u .... 121 00 3.5 I "· 2 ,2 Inlet •NCO-a•• 8048•0• 30' R 121 00 121 Ob I 17 ,o· AP 121 ab 121 oc 2.8 2 .2 C.dl Inlet • NCD-8' • 8049•5 O' R 121 OC 121 ad 47 ,6. AP 121 ad 121 oe 2. 9 2 . 7 C.dl Inlet 'NC0-8' 5 8050•0 35' R 121 ae 121 of 181 '6' AP 121 of 121 00 4. 8 I 12 2 Inlet •NB' S 1053•8 8' R 121 on 121 Oh 4 6' AP 121 ah I 111 SHEET 0 0 27. 4 0 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 519 0 0 235 432 0 0 0 0 0 0 0 0 0 0 0 0 76. 0 0 0 0 0 SHEET TOTAL TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 ' DRAINAGE QUANTITIES NOTE• This Plan Accurate For Orolnooe Only. D-90 FL[ ll)o •••HHtHHtttHt•<kln-•HHtttttHHHHt FOR REDUCED PLANS 0 ' ! 1 !cu I EA Pl.OT DAT~ lttHtti,tlffletttHI '1:N TAlk.[1 Hi>ent-tt ORIGINAL SCALE IS IN INCHES l ' . . 12332 102540 -~ X ' --- 0 ... >-!!! m > 0 ... ... a: ~ ... ... ... ◄ 0:: 0 ... ... ,!! ' O>->-"'m m '"o ◄ ... 0 -'z ... C:52 ,. <.> -'V> ... ◄Id :z: <.>O <.> a: "' 0 .. z 0:: .. ,. "' ... .. V> 0 u .. "I 0 d f .. u .. I 111 DESIGNATION 12' APDD 18' AP (Al 18' AP <Bl 24"AP(Al 24"AP<Bl 30' AP <Bl 36' AP <Bl \...) 0 ci z ,. w ... ... V> ->-z V> ::, w w c., c., .. ◄ z z --.. .. 0: a: 0 0 122 0 122 r 122 s 122 t 123 0 123 b 123 C 123 d 123 e 123 f 123 0 123 h 124 0 124 b 124 C 125 0 125 b 125 C SHEET TOTAL z 0 -... .. > .. u X w :,: u ... -0 CY 0 .. V> _, _, <-;o,v, <.>w zo: w-::, ... ., ... w u 0: .::, u,-o: zo:,-OWV> U> -'Z ◄::>O u-V> ... V>XU <OZ _,.,::, u--, CY 0 -w 0: w::, ...... WU 0:::, uo: Z>- OV> u 0: a:o oz z-_,. ,._ CY 2.2 3, 7 2, I 2.3 2. 4 RCP SIZE 18' 24" 30' w ... w 0: u-Z-' 0-' u-.. o:.: Ou Z< -a, ,._ CY 12. 7 0 G z -z -w _, ... w:,: o:u u,-z-00 u- CY 0 ____ A_L_T_E_R_N_A_T_I_V_E_P_I_P_E ___________ c;_~-~-.....c==============,-------------------:-L:E:G:E~N:0------------,:~:S:Tr.C:OUN:::::TY::,-:R:OU:::'.TE:-T_-T-O~"{'°'J~T"'il ~ ~ ~ • • , c - T ' ; i i ~ r c~ti~ tl2I.li! SIZE 12" 18' 18" 24' 24" 30' _, ... w ... V> 0 w u 0: 0 .. z -w 0: 0: .. "' LBS 28 78 106 ALLOWABLE PI PE MATER I AL <NJ Not o separate pay I tern 12 Oro 73 20, 0 -22, O 145 286 CSP SSRP PPC r. For-minimum al lowoble class <See note 2> THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Pion A620 W/ With 0, 168 12' HOPE COR INTERIOR 0, 168 18' 0. 168-18' HDPE COR INTERIOR HDPE RP OR PVC RP 2• <NJ Not a separate pay Item, HOPE High Density Polyethelene O. 168 18' HOPE COR INTERIOR For Information only o. 168 24' o. 168 24" HOPE RP OR PVC RP COR Corrugoted 0. 168 -24" HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiral Rib Pipe 0. 168 30' HOPE COR INTERIOR O. 168 -36' HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert PVC Poly Vinyl Chloride RP Ribbed Pipe INLET ALTERNATIVE PIPE FRAMES FLARED END SECTION ROCK SLOPE PROTECT GRATES:@ ,!fn COVERS TYPE A TYPE B RCP CSP "' .. z ~L TERNA Tl VE RCP ... §) ... :,: .. z 0: _, ... -. w "-... .. "' ,. V> ~ .. "' "' u ... :', 0: -_, "' 0 z -z w .. a: OESCR I PT I ON ... 0 w t 0 0 0 0 0 :,: _, 0: _, 0 0 z ... :,: 0 0 0 0 :,: -... 0: z w _, w ., z V> ... ... :,: :,: :,: :,: ... ... 0 .. -> 0 "-w N 0 ~ w ... ... ... ... w ...... w. _, 0 u -,. -w w w ,. zu ... "' _, .. u "-V>-' ... ci ,. ,. ,. w ,. --,_,_ 0 0 w V> 0: a: ,. ... "' ... w . d oi. oo u ,. ... "-... w N ., ,. ... z z ..: ..,_ _, . ' :,: ::, w V> o:w u w z z z V> V>O ., ... ,. 0: u wa: w w w a: 0 0 :,: -WV> 0 c., -u ><.> "-"-:,: u 0 ... ... 0 c., u "-.. . "-"' -X z "' -'W ~ "' ;, 0 ;,, 0 ;,, "' ls ... ... "' ;, "' ;, 0 ;,, 00 ;, 0 ;,, "' 0 OJ ;,, "' >- > - ~ :;:: -.. _ _, a>V> _, w .. 0 ::,o ... ... :-.::: -N ., ., ., ., ... u N -_, .. -N -N ., ., -N ., ., ... "' ,_ ., -l'-U -u w :r ,. u -u-EA EA EA EA EA EA A EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF I oncrete Cot lar 4 18' AP I ES 21 KSP I .8 Li2 Inlet 81 4' AP I ~-7 2 Inlet 35 4' AP ,. I 2 Inlet 96 INLET 56 5 lLM-14 INLET I 5, 5 ,DI Inlet 347 b, 8 ,01 Inlet 3 0 0 1000000 0 0 0 0 0 0 21 40 21l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39. 0 0 0 0 SHEET TOTAL VIL ENCKER • SB' • SB" "NB' 'NCO' 'NCO' • SB' I SB' ... .. w _, STATION ,w z z ,__ .. :,: _, _, c., "-_,_ 0:::, WO 0 c.,z ... >-.. w ◄ z,- V>-' -w .. .. w .... a::,: 00 OV> ~ 1054+1 8' L S 1054+1-'7' L 5 1053•8 2' L 5 202•65 >' Rt 5 202•65 ,5' Rt 5 3018•0 30' L ~ 3021•5 7' R F I NAL SUBM I TT AL MARCH I 5, 1994 SECTION 3,2 \...) '-' ci z ,. w ... ... V> ->-z V> ::, w w c., c., .. ◄ z z - - .. .. 0: 0: 0 0 122 0 122 r 122 s 122 t 123 0 123 b 123 C 123 d 123 e 123 f 123 a 123 h 124 0 124 b 124 C 125 0 125 b 125 C DRAINAGE QUANTITIES NOTE• This Pion Accurate For Dra1nooe Only. D-92 FL€ IO, •••••••••••••••••••49"1.P•c••••••••••••••••••• l"t,OT OATIEo •••••••)"1'1.,..009000 P£N U.8L£, ••p•n""-•• FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' ' ' ' 2 ' ' ' ~ ALTERNATIVE PIPE LEGEND DIST COUNTY ROUTE ro'r'l.lr ~.'icr ~~ ~!9.ttl;. . ~ ALLOWABLE PIPE MATERIAL IN) Not a separate pay Item 12 Oro 73 20.0 -22.0 /% t.bB DESIGNATION RCP CSP . SSRP PPC I . For mlnlrrun allowable class <See note 2> SIZE SIZE THICKNESS SIZE TH I CKNESS SIZE DESCRIPTION of RCP, see Standard Pion A620 LI~. 12· APOO 12· o. 168 12· HOPE COR INTERIOR WI With tt!!IESS/~ 18' AP !Al 18' 18' o. 168 18' o. 168 18' HOPE COR INTERIOR HOPE RP OR PVC RP 2. (N) Not a separate pay Item. HOPE High Density Polyethelene REGfSTERE~L ENGINEER ~ ~ 18' AP CB> 18' o. 168 18.' HOPE COR INTERIOR For Information only ~ RIQ; !. CHUW.N :,.; 24'APCAl 24' 24' o. 168 24' o. 168 24' HOPE RP OR PVC RP COR Corrugated Wj No. ~II~ J~ 24'AP(B) 24' o. 168 -24' HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira! Rib Pipe PUNS APPROVAL DATE 30' AP (8) 30' 30' o. 168 30' HOPE COR INTERIOR « Em l?Olt» • - 36'AP<B> . . o. 168 36.' HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plosttc Pipe Culvert GREINER, INC. ~~~.,:-:, PVC Vinyl Chlorlde RP Ribbed Pipe 1241 EAST DYER ROAD, SUI TE 250 Of t"-11 ----Poly SANTA ANA, CALIFORNIA 92705-5605 0 INL[T FLARED END SECTION ALTERNATIVE PIPE -FRAM S.1 '--' .. GRATES ROCK SLOPE PROTECT !,'i. V> COVERS TYPE A TYPE B RCP CSP -- X -' ;; ◄ g -' ~LTERNATIVE RCP ◄--' w C 0 0 ""' w I-0 'i: I-0 "" C>W w ◄ "' 3 0: ... >-~ z zo: -I--' I-;:, . w w z ., z w-:::, w V> Q. !I! ... ID V> -' 0 "' "' 0 ,_,.,_ 0: -' ... ID ID ID (,J I-3 0: -"' "' 0: w -w (,J w:::, w 0 w 0 0 z -z w ... 0: OESCR I PT I ON STATION ,w w ~ .. I-I-I-0: .:::, 1-1-I-C) w w z 0 0 0 0 0 0 0 "' -' 0: -' z z I-I-.. V> -◄ (,JI-0: W<.J w z (,J 3 I-0 "' 0 0 0 0 :,: -I-0: z w -' w .. ,__ ... V> ->-z > Z0:1-o::::, 0: 0: V> I-"' :,: :,: I-I-0 ... -> 0 a. w "-' -' >-z "' ... V> :::, ... 0WV> <.JO: u-z 0 N z ,;!. I-I-I-:,: I-w ....... w. -' 0 (,J -"' C) a. V> :::, "' 0 (,J <.J> zo-z_, -... -0 w w w I-w "' Z<.J 1-<n -' ... (,J .. V>--1-w ci "' w wo .. w w X -'Z 0V> 0-' W-' z ' 0: 0: "' ::,; "' ::,; --,_,_ 0 0 w V> 0::::, w w .. C) C) w <=>O (,J u-I--.... "' w w . 0 O"-00 (,J "' I-a. 1-W 0 C>Z C) C) ,::! ... ... u-0: ... w:i:: w N .., "' I-z :z ,_: ,_ -' . ' :,: :::, w V> O:W I->-... ... ... z z :,: V> I-0:O °'"' O:<.J 0: (,J w z z z V> V>0 ~ I-"' 0: (,J WO: W◄ zo-z z --(,J V>X<.J oz OU (,JI-w w w 0: 0 0 :,: -WV> -C) -(,J >C> "'-' -w --"' (,J 0 0 ... ... I-◄OZ z-Z< z-0: a. a. ~ ;., ::,. 0 "' 0::0 ;., iii I-I-I-I-C) (,J ;., ::,. ;., ::,. 0 "' ;., ::,. 0 "' ;., 0 "' "' ;., Q.◄ • a. ID -X z ;., -'W ... ◄W ... ... 0: 0: --'ID=> _,. -ID 00 ... >->-~ ~ -... _ _, a>V> -' w ... 0 :::,o ...... o::i:: 0: 0: 0 0 0 u--, :,;-:,;-u-ID I-I-~ -N .., "' "' "' .... (,J N --' ... -N -N "' "' -N "' "' .... "' ,-"' -Q.(,J -u w :,: "' (,J -u-00 OV> 0 0 ;:i >-CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF >-125 d 35 125 d .. ., ., '"o 0 ..... 125 2. 3 -'z .. • 6. 5 ,DI Inlet •5e• s 3025+0 I• L 125 • ""' "' ..,_ u -'"' .. 125 f .. 125 f ..... :,: uo u 125 0 .1 8.0 ,DI Inlet ·se· s 3025•5 31' L 125 0 125 h 48 125 h "' ... 125 I . 5 8.0 32 Inlet ·se· s 3026+0 I' L 125 I <> .. , __ -z 0:: 125 48 125 .. " "' I-,_ Ill 125 k 3. 5 8, 2 32 Inlet ·se· s 3026•5 I' L 125 k 0 0 !!J LL Ii d 125 I 48 125 I .. . .. 125 m 3.6 8.5 P2 Inlet ·se· s 3027•11 I' L 125 m 0 ,_ 125 n 48 125 n 125 0 3, 7 8. 8 2 Inlet ·se· s 3027•5 I' L 125 0 125 p 48 125 p 125 Q 3.8 9.0 2 Inlet ·se· s 3028+0 I' L 125 Q 125 r 48 125 r 125 • 3.8 9. 2 2 Inlet • se· s 3028•5 I' L 125 • 125 t 125 t 125 u 125 u I 111 SHEET 0 0 25.9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 367 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66. 0 0 0 0 0 SHEET TOTAL TOTAL FINAL SUBMITTAL MARCH 15, 1994 ~ SECTION 3. 2 DRAINAGE QUANTITIES NOTE, This Pion Accurate For Orotnooe Only. 0-93 ,._, IDo ••• .. •••••••••H•••<1on-c•••••••••••• .. ••••• FOR REDUCED PLANS 0 ' ~ ' I cu Pl.OT OAT~ HHttaytlffleHtHt PEN U.111..lt Hp;w,♦-H ORIGINAL SCALE IS IN INCMES ' ' ' 12332 EA 102540 - . ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL t:l2ill! RCP CSP SSRP PPC • I. For mlnTmt...m allowable class DESIGNATION SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Plan A62D 12' APDD 12' o. 168 18'AP<AJ 18' 18' o. 168 18' 18'AP<BJ 18' o. 168 24'APIAJ 24" 24' o. 168 24" 24'AP<BJ -24' o. 168 -30'AP<BJ 30' 30' o. 168 36'AP<BJ . 36' o. 168 ---- INLET FRAMES_& FLARED END SECTION .. GRATfS COV RS V> _, ~ _, ~LTERNATIVE RCP .,._ _, "' 0 d .. V> "' ,- "' '-'"' "' ◄ ► !(! z za: -,-_, m z u1-:::, "' V> 0. 0 "' "' 0 ........ a: _, "' "' "' -"' u ..,:::, "' G "' "' !(! "' ,-,-,-a: .:::, ...... ,-"' "' ... V> -.. u,-a: u/U "' z u z ,- ► z > za:o-a::::, a: a: V> "' ◄ V> :::, .. O"'V> ua: u-z 0 N z "' 0 "' u U> z,-Z...I -... -"' "' "' X ...IZ OV> 0...1 "'-' z ' a: a: ';: C) '-' "' -c:::,o u u-,--.. <D "' :! .. .. u-a: ... "'" "' N "" "" z z :< V> ,-a:o "'" a:u a: u - -u V>XU oz Ou u,-.., "' "' .. .. ,-.. oz z-z-c z-a: 11. 11. :< u lo :;, 0 "' lo a: a: -...1m:::, _,. -a, 00 .. ► ► 0 <D "' "' "' u---, ,._ ,._ u-a, ,-,-~ -N "" "" "" "" .. ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA O ► ► 125 V Olm m ... 0 0 ~~ "' 125 w .o " U-u -'"' .. 125 X .... :,: uo u 125 y 125 "' .. 125 00 C) ◄ z a: 125 Ob ◄ " .., ... ,-"' 125 oc u 0 "I ... il d 125 ad '· 2 .. .. 125 oe u ,- 125 of 125 oo .5 126 a 126 b 126 C 126 d 126 • 126 f I 111 SHEET 0 0 8. 7 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL NOTE, This Plan Accurate For OralnaQe Only. •Lt l>o •••••••••••••••••••~•••••••••H•••••••• "'-OT DAT£, •••••••y♦T-•••••• N:N TA8l.l:, ••-... -•• 12' HOPE COR INTERIOR o. 168 18' HDPE COR INTERIOR HOPE RP OR PVC RP 2. <N> Not a separate pay Item. 18" HOPE COR INTERIOR For Information only o. 168 24' HOPE RP OR PVC RP -24' HOPE COR INTERIOR RCP Reinforced Concrete Pipe 30' HOPE COR INTERIOR 36' HOPE COR INTERIOR CSP Corrugated Steel Pipe PVC -Poly Vlnyl Chloride ALTERNATIVE PIPE ROCK SLOPE PROTECT nR,Gn TYPE A TYPE B RCP CSP .. 8 ,c ,--"' .. a, " "' .. a, a, a, u z "' "' z -z 0 "' "' "' "' 0 0 :,: 0 ,c 0 0 0 0 :< -,-a: ,-,-:< :< :< :< ,-,-"' .. ,;:: w ,-,-,-,-"' ..... "'. _, " "' "' .., .., "' zu ,-"' _, Q " " " " --,-,-. 0 "' . ,.; oi.. 00 u ,-z z ...:-..,_ _, . ' "' z z z V> V>O .. a: 0 0 :< -"'V> -0 u 0 ,-,-0 '-' u 11.-C • 11. a, i'5 ,-,-lo :;, lo :;, 0 "' lo :;, 0 "' lo 0 "' "' lo ~ :;:. -.. _ _, "'"' _, u N -_, ... -N -N "" "" -N "" "" .. <D ,-.. "" -11.U -u w CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA 48 498 170 67 80 0 0 0 0 0 0 0 863 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 FOR REDUCED PLANS o 2 ' n~1~1t•JA1 SCA! F IS IN INCMF'C: _____ .L ___ J .-L. _J _..,.,·.,_- LEGEND DIST COUNTY ROUTE To'i-'lP~~CT ~~ lt~i~~ 12 Oro /'+1 <NJ Nit a separate pay Item 73 20, 0 -22, 0 • Z8l:J ( ee note 2> hv~,, W/ With ti!!!ESSI!!§: HOPE HIQh Density Polyethelene REGfSTERED Cf ENGltEER '81g~-~~ COR Corruoated ~l11o. ,411a • J~ SSRP Steel Spira I Rib Pipe PLANS APPROVAL DATE 41 Fw:p IZ/31/fi • - PPC Plostlc Pipe Culvert GREINER, INC. ~~~.,::._, RP Ribbed Pipe 1241 EAST DYER ROAD, SUITE 250 "I orc11-'' SANTA ANA, CALIFORNIA 92705-5605 r, ,....._ ,._, '--' z :,: ... d z a: ... . "' "' z V> _, ... z a: -"' "' .. a: DESCRIPTION STATION '"' "' _, a: _, z z ,-,-z "' _, "' .. ,__ .. V> --> 0 11. "' :<...1 _, ► z 0 u -" C) 11. V> :::, ... u 11. V>-_,_ 0 .., V> a:::, "'d "' "' " ,-11. ....... 0 C>Z C) C) :< :::, "' V> a:"' ,-► .. .. .. ,-" a: u "'a: ...... z,-z z '-' -u ><.> V>...I _.., ---X z -'"' ... .. .., .. .. lo "' .. 0 :::,o ...... a::,: a: a: :,: " u -u-00 OV> "' "' FT FT EA LF LF 125 V 9. 5 :;2 Inlet '5B' > 3029•0 31' L 125 w 125 X 7.2 2 Inlet 'SB' > • 30341• I' L 125 y 125 7. I 2 Inlet 'SB' s 3036•5 2' L 125 00 125 ob ~ 125 oc oncrete Co I I or 125 0d 125 oe 125 of II 2 Inlet "NB" s 1053•8 8' R 125 OQ 1 INLET "NCD" a 0'Rt 126 a 126 b INLET "NCD" a 197•00 0'Rt 126 C 126 d INLET "NCD" a 200•75 )0'Rt 126 • 126 f 41.1 0 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECT ION 3. 2 DRAINAGE QUANTITIES D-94 I cu 12332 ___ I EA 102540 ALTERNATIVE PIPE LEGEND DIST COUNTY ROUTE ro-;q.P~cr ~~ 1 ... !!?!~ llilill! ALLOWABLE PIPE MATERIAL (Nl Not a separate pay Item 12 Ord 73 20. 0 • 22.0 l'tf} :t&t, DESIGNATION RCP CSP SSRP PPC I. For minimum allowable class (See note 2> ,Lt,-~ SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP. see Standard Plan A620 12· APDD -12· o. 168 12· HOPE COR INTERIOR WI With --~WESS,~ 18"AP(Al 18" 18" o. 168 18" o. 168 18" HOPE COR INTERIOR HOPE RP OR PVC RP 2. <Nl Not a separate pay Item. HOPE High Density Polyethelene REGISTERE.; ENGIIEER ~ ~ For Information only 18" AP !Bl -18" o. 168 -18" HOPE COR INTERIOR ft BHI A. OW1ltl ~ 24"AP1Al 24" 24" o. 168 24" o. 168 24" HOPE RP OR PVC RP COR Corru<;iated Ii(-,4z1a I""' 24"AP<Bl -24" o. 168 --24" HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Splral Rib Pipe Pl.ANS APPROVAL DATE • hr1Z/31{fi ·-30" AP <Bl 30" 30" o. 168 30" HOPE COR INTERIOR GREINER, INC. ~~~,. 36" AP (Bl .,. 36" o. 168 36" HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastlc Pipe Culvert --1241 EAST DYER ROAD. SUITE 250 'i or tt1-'' -----PVC Poly Vlnyl Chi or-Ide RP Ribbed Pipe SANTA ANA. CALIFORNIA 92705·5605 0 INLET ALTERNATIVE PIPE . \...., FRAMES FLARED END SECTION ROCK SLOPE PROTECT .. GRATES & _R_<i. \...J COVERS TYPE A TYPE B RCP CSP ......, "' ..J ;; ... ..J ALTERNATIVE RCP 3 ..,_ ..J w 0 0 0 ""' w ,.. 0 :c ,.. 0 w """ w ... :,: z a: "->-II) z za: -,.. ..J ,.. ;, . w w z .. > a w-::, w V> 0.. i ... <D V> ..J 0 ... :,; ........ a: ..J ... <D <D <D u ,.. z a: -:,; ... a: w -w u w::, w -0 w z 0 0 z -z w .. a: DESCRIPTION STATION ,.., w II) I-I-,.. a: .::, ,..,_ I-"' w w 0 0 0 0 0 0 0 :,: ..J a: ..J z z ... I-> ... V> -.. Ul-0: WU w z u 3 ,.. 0 :,: 0 0 0 0 :,: -I-a: z w ..J w " ,__ ◄ VI -,.. >-z > ZO:>-a::, a: -a: z V> ,.. ,.. :,: :,: :,: :,: I-I-0 .. -> 0 Q_ w Z..J ..J >-z ... ◄ V> ::, .. OWV> ua: u-z 0 N ,;:: w ,.. ,.. I-,.. w ,.. ... w. ..J 0 u -"' "' Q. VI ::, a: 0 u U> ZI-Z..J -"--0 w w w :,; zu ,.. "' ..J "-u Q. V>-_,_ w Q 2 w WO w w w X ..JZ OVl 0..J W..J z ' a: a: 2 2 2 2 --,-,-. 0 0 w V> a:::, w w ,.. "' "' w -c::,o u u-I--.,. "' w w . c5 O"-00 u 2 ,.. Q. 1-W 0 C>Z Cl Cl "' ◄ ◄ u-a: "-w:i:: w N .,, "' ,.. z z ,.: ..,_ ..J • ' :,: ::, w V> a:w I-► ◄ ◄ ◄ z z :,: Vl ,.. a:o a:>< a:u a: u w z z z VI V>O " ,.. 2 a: u WO: W-C z,-z z - -u VlXU oz OU UI-w w w a: 0 0 0 0 :,: -WVl -0 "' -u ><.:> Vl..J -w --◄ ◄ I-◄OZ z-Z ◄ z-a: Q. Q. :,: u ,.. ,.. "' u "-"' • Q. <D -X z ..JW "-◄W ◄ ◄ :' ;., :;,. 0 ::., 0 ~ ;., z I-I-;., :;,. ;., :;,. 0 ::., ;., :;,. 0 ::., ;., 0 "' ::., ;., ;., a: a: -..J<D::> -2 -m 00 ◄ >->-0 ~ ::.::: -◄ -..J OOVl ..J w .. 0 ::,o "-"-a::i:: a: a: 0 0 0 u-, 2-2-u-<D ,.. I-~ -N .,, .,, .,, .,, .,. u N -..J "--N -N .,, .,, -N .,, .,, .,. "' ,-. .,, -a_u -u w :,: 2 u -u-00 OVl 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF O>->-0 " . ... 0 wm .. ,..0 ◄., 0 n n -'z w . ... GQ "' u ..JI/) w .,. 7 UNO, 0 " • .. . I .. ., :,: uo u .,. .. . .,. • UNL,O " • . , .. . k a: ... "' 0 a ~, LO I 16. 9 uL Inlet > . L "" 0 .. z a: '" ~ ., "0 ., ,., D ... :,; "' ,.. .. VI '" C ;s LO 12 "· 1 1.,u1 Inlet '" > . L C u 0 .. l!j "- 0 c5 '" d ., "0 ., " a 0: .. .. "" • ;s LO I 2 "· 1 uu1 1n1et u ,o "-• L " • .. ,., f "0 ., ,. • "" 0 ;a ' 17 •• U,£ Inlet ·,o $ ' •• L "" 0 •<• n "'" ., ,., n "" ' ., ,. 1B. 9 u.£ 1n1et ·,o $ ' •• ,., I "" ., ~· ., " "<• -.: ;s ' 17. 7 uL Inlet ·No $ I ... L ,., k "" ' " ~·· ., , .. I "" m ;s " ' 1B.6 .._,.,. Inlet "NH > ' cs• L "" m "" n ~· .. ... n '., 0 ;s ' 11. 9 ..,.,. Inlet > ' • N "" 0 I 111 SHEET 0 0 22.2 0 0 32• 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 309 229 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 62.0 0 0 0 0 0 SHEET TOTAL TOTAL FINAL SUBMITTAL MARCH 15. 1994 SECT ION 3. 2 DRAINAGE QUANTITIES NOTE• This Pion Accurate For Drainage Only. D-95 PLI: 11>1 ••••• .. ••••••••••••cior,-ct•••••••••••••n••• FOR REDUCED PLANS 0 ' 2 l .. ls.,u I EA "-OT hTl:1 tttttlt:t1'1.,..tttttt l"£H TABLE, tt~t-tt ORIGINAL SCALE IS IN INCHES ' ' ' I ' 12332 102540 ------•· •----~ ---•· --•·---~ , ... .,;;;·. __ -~ ---_..,.-c_~ --~ .-_,.,r;:-c ------------~ • -h •·----- ALTERNATIVE PIPE LEGEND 01ST COUNTY ROUTE T"'r'iP CT ~.T 1-~Q!~ llQili! ALLOWABLE PIPE MATERIAL (NJ Not a separate pay Item 12 Oro 73 20.0 -22.0 /'41 ~tl DESIGNATION RCP CSP SSRP PPC ) . For mtnl1Tl.Jlll al lowoble class <See note 2> /~ ,'/. SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Plan A620 12· APOO -12' o. 168 -12· HOPE COR INTERIOR WI With ,i01ESS1!!!'j, 18"AP<AJ 18' 18" o. 168 18' 0, 168 18' HOPE COR INTERIOR HOPE RP OR PVC RP 2. <NJ Not a separate pay Item, HOPE HIQh Density Polyethelene REGtSTERED CllVL ENGINEER ~ (t': 18' AP <B> 18' o. 168 18' HOPE COR INTERIOR For Information only /; B!l;l A. DIAPIIMI \t 24'AP<A> 24' 24' o. 168 24' o. 168 24' HOPE RP OR PVC RP COR Corrugated W MO. ,4Ila -)~ I 24' AP <BJ -24' o. 168 --24' HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiro I Rib Pipe PLAHS APPROVAi. DATE • E• IZ/11195 • • 30'AP(B) 30' 30" o. 168 --30' HOPE COR INTERIOR 36'AP<B> ... 3s• o. 168 36' HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastlc Pipe Culvert GREINER, INC. ~ 1241 EAST OYER ROAD, SUITE 2S0 ~le Of t"-11 PVC Poly Vlnyl Chlorlde RP Ribbed Pipe ----SANTA ANA, CALIFORNIA 9270S-560S 0 INLftT ALTERNATIVE PIPE '-' FRAM S.8 FLARED END SECTION ROCK SLOPE PROTECT .. GRATES 1"R"G" \.....I TYPE A TYPE B RCP CSP ~ V) COVERS _, ;;; ALTERNATIVE ◄ _, RCP z .,_ _, 8 0 0 "'"' w .... :c -I-0 ... <OW w .. % ::: 0: .... >-.. z zo: I-_, .... -. w w z m > i5 w-:, ;;; V) a. w .. "' "' V) _, 2 I-.,,_ 0: :IE < a, a, u I-z 0: -2 0 ... _, a, ... a: w -w u w:> w G 0 w g 0 0 z -z w < 0: DESCRIPTION STATION ,w w !!! ... I-I-I-0: .:, 1-1-I-w z w 0 0 0 0 0 0 0 % _, 0: _, z z I-I-V) -.. Ul-0: WU w z u .... :c 0 0 0 0 :c -I-0: z w _, w .. 1--.. V) -> I->-z > Z0:1-0::, 0: -0: z "' .... I-:c :c :c :c I-I-0 .. -> 0 Q. w :,:_, _, >-z ... ◄ V) :, < OWV> uo: u-z 0 "' 0 ,;:. w I-.... I-.... w ...... w. _, 0 u -"' " Q. V) ::, a: 0 u U> ZI-Z-> -.... -w w w 2 zu 1-0> _, .... u Q. V>-_,_ w 0 "' w WO ~ w w X ->Z OV> 0-> W-> z ' 0: a: "' "' "' "' --........ 0 0 w V) a::, w w I-" " w ◄:>O u u-I--.., "' w w . c5 o .... 00 u "' I-Q. 1-W 0 C>Z C> C> 1,! < .. u-0: .... W% w "' ,.,, "' .... :z :z ,.: ,-_, . ' :c ::, w V) a:w I->-< < .. z z :,: V) .... 0:0 °'"" o:u a: u w z :z z V> V>O .. I-"' a: u wa: w< ZI-z z - -u V>XU oz OU UI-w w w a: 0 0 0 0 :c -WV> -g C> -u >C> "'-' -w - -< .. I-◄OZ z-Z< z-a: Q. Q. % u .... .... " u ..... • Q. -X z <X> ->W .... .. .... < < u <X> ;,. 0 ;,, 0 U) <X> ~ I-I-<X> ;,. <X> ;,. 0 ;,, <X> ;,. 0 ;,, <X> 0 "' ;,, <X> 0: 0: -_,a,:, -2 -m 00 < >- >-::,": ::,: -.. _ _, alV) _, w .. 0 :,o ........ a::c 0: a: 0 0 0 u-, ,._ ,._ u-a, I-.... :,:: -"' ,.,, ,.,, ,.,, ,.,, .., u "' -_, .... -"' -"' ,.,, ,.,, -"' ,.,, ,.,, .., "' .... ,.,, -Q.U -u w :c "' u -u-00 OV> 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF O>->-127 p 252 2•· AP 127 p "'m m ,_o ◄ ... o· 127 2.6 2 I 7.6 GDI Inlet 'NB' S 1028•00 46' R 127 a~ ... q q " u i~ ... 127 r 229 24' AP 127 r :c UC u 127 • 2.6 2 GDI Inlet ·ss· S 1023•8 58' L 127 • 127 t 173 30" AP 127 t a: ~ 127 u 2.5 I G2 Inlet "NCD-8" S 8031+7! 1. 5' 127 u C z a: 127 43 30• AP 127 .~ -C V :I ... ,-.. ~ 127 w 3. 7 I G2 Inlet "NCD-8' S 8032+2 7. 5• 127 w u 111 .... 0 .; 127 X 44 30" AP 127 X f C 127 y 3,5 I u G2 Inlet •NCD-8" S 8032+-'I ◄0' R 127 y I-127 z 89 30" AP 127 z 127 00 I G2 Inlet "NCD-8" S 8033+68 36' R 127 00 127 (Jl) 68 18' AP 127 ab 127 ac I FES 127 ac 127 0d RSP 127 ad I 111 SHEET 0 0 14, 0 0 28 I 0 0 0 0 0 0 0 68 48 0 0 34 0 0 0 0 0 0 0 0 0 0 0 0 0 7. 0 0 0 0 0 SHEET TOTAL TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECT ION 3. 2 DRAINAGE QUANTITIES NOTE• This Pion Accurate For Drotnooe Only. D-96 rLr. IOI •H••tttHt••HHH~cttHHHIHH♦♦♦•H FOR REDUCED PU.NS 0 I 2 l lcu I E_A _~02540 ~OT 1)4TIEt ♦♦H♦♦a:,tllM•••••• P£N TA!t.l:1 ♦♦~n+-•• ORIOINAL SCALE IS IN INCHES I ' ' ' 12332 ---------------- ALTERNATIVE PIPE LEGEND DIST COUNTY ROUTE ro';4P ,;,.v,.T -~: •• ~o~, AL T< ALLOWABLE PIPE MATERIAL tlQlE.S.! 12 Oro 73 20.0 -22.0 /50 <Nl Not a separate pay Item '2-13/ffe DESIGNATION RCP CSP SSRP PPC I. For mlnlmun allowable class CSee note 21 /L .'/ SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Pion A620 12' APOO 12' o. 168 -12' HOPE COR INTERIOR W/ With ~ESS1!!tit 18'AP<A> 18' 18' o. 168 18' 0. 168 18' HOPE COR INTER I OR HOPE RP OR PVC RP 2. CN) Not a separate pay Item, HOPE High Density Polyethelene REGISTERED crvJ[. E~ER ~~ ~ 18"AP1Bl 18' o. 168 18' HOPE COR INTERIOR For Information only § !IQ &. CIIAPllUI ~ 24"APCA) 24" 24' o. 168 24' o. 168 24" HOPE RP OR PVC RP COR Corrugated Iii,. mm 1· 24"APCB) 24" o. 168 24' HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spiral Rib Pipe PLANS APPROVAL DA.TE 30'APCB> 30' 30' o. 168 30" HOPE COR INTERIOR .. txp.JZal.l'2 ... ,-36'APIB> . ,~· o. 168 36' HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert GREINER, INC. .r4: CIVL ~ ----1241 EAST DYER ROAD, SUITE 250 ?i' Df ti'-'' ----PVC Poly Vtnyl Chlorlde RP Ribbed Pipe SANTA ANA, CALIFORNIA 92705·5605 . 0 INLET ALTERNATIVE PIPE r, r-, \...., FRAMES FLARED ENO SECTION ROCK SLOPE PROTECT .. GRATES & IDRrGc V, COVERS TYPE A TYPE B RCP CSP \...., ,'-' ..J ~ ~L TERNA Tl VE ... z ..J RCP ◄-..J 0 Q d ~v, w ,-. 0 :i: ,-. 0 ~ "'w w ... X z 0: ... ► z zo: .;; ,-. ..J ,-. ;. . w w z m z w-:::, V, a. .., .. a, V, ..J ,. 0 ,-.~,-. 0: ::IE .. a, a, u ,-. z 0: -"' Q "' ..J a, "' 0: w -w u w:::, w ;; 0 w 0 0 z -1, w .. 0: DESCRIPTION STATION ,w w ~ "' ,-. ,-. ,-. 0: .:::, ,-. ,-. .... w w t 0 0 0 0 0 0 0 X ..J 0: ..J z z ,-. ,-. ... V, -.. u,-o: WU w z u 1, ,-. X 0 0 0 0 :,:: -.... 0: z w ..J w ~ ,___ ... V, -► z > zo:,-. 0::::, 0: -0: V, ,-. .... :,:: :,:: :,:: X .... .... 0 .. -> 0 a. w :Z:..J ..J >-z "' .. V, :::, .. OWV> uo: u-z 0 N 1, ~ .... ,-. ,-. w ...... w • ..J 0 u -"' "' a. V, :::, er 0 u U> z,-Z..J -... -0 w w w ,-. w ,. zu ..... ,, ..J ... u a. V>~ _,_ .., d ,. w WO ·~ .., w X ..JZ OV> 0..J W ..J z ' 0: 0: " ,. ,. " --........ 0 0 .., V, 0: 5 w w "' "' .., <=>O u u-,-. -... "' .., .., . d Ou. 00 u ,. .... a. ,-w <:>Z "' "' :!' .. .. u-0: ... w:,:: w N .., "' ,-. ..,_ ..J • ' :,:: :::, w V, o:w ...... .. .. .. z z :,:: V, ,-. 0:0 "'"' o:u 0: u .., z z z z ,.: z Vl V)e ~ .... ,. 0: u WO: w .. Zt-z z --<..> VlXU !il~ OU UI-w w .., 0: 0 0 0 0 :,:: -WV> "' -<..> ><:> Vl..J -w --... .. .... <OZ Z◄ z-0: a. a. X <..> .... .... "' u a...: • a. a, -X z ., ..JW ... ... w ... ... 0: 0: -..Jal:::) _,. -a, 00 .. >->-u ., ;,. 0 ., 0 ~ ., is .... .... -.. ., ;,. ., ;,. 0 ., ., ;,. 0 ., ., 0 "' ., ., -..J a,v, ..J w .. 0 :::,o ... ... o::,:: 0: 0: 0 0 0 u--, ::,;-,._ u-a, .... .... :;;: -N .., .., .., .., ... u :,'.: N -::::: ..J ... -N -N .., .., -N .., .., ... "' .... .., -a.<..> -u w :,:: ,. <..> -u-00 OVl 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF O ► ► 128 0 "NCO' II_ 193•50 44'Lt 128 0 .... m 1-Q 0 ..... 128 b WARPED WINGWALL 128 b -'z "' a2 "' <.> .JC/) "' 128 C 64 JUNCTION STRUCTURE ·Nco· II_ 193•60 40'Lt 128 C ""' :,: UC <.> 128 d I CONCRETE COLLAR 128 d 129 0 "NCO" II. 185•00 "' 50'Lt 129 0 "' 129 0 129 0 " .. z a: 129 JUNCTION STRUCTURE 'NCO" II. 185•00 30'Rt 129 ... C C .. " .., .... .. V, 130 0 2. 2 28 I 6. 8 G2 INLET "NB" • 1047•15 57'Lt 130 0 u 0 "' ... cl d 130 0 . 85 24" AP 130 b ii: ◄ 130 C 3. 5 75 I 8.2 G2 INLET "NB" • 1047•1: 30'Rt 130 C u .. 130 d 36 24' AP 130 d 130 • 2.0 28 I 6. I G2 INLET 'SB' • 1046•8 42'Lt 130 • 130 f 85 24" AP 130 f 130 0 2.5 28 I G2 INLET 'SB' • I046•8c 45'Rt 130 0 130 h 130 h 130 I 130 I 130 J G2 INLET "NCD-8" :i 8046•7 3'Lt 130 I I 111 SHEET 0 0 10. 2 0 0 159 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTAL 0 206 0 0 0 0 0 0 0 0 0 0 0 64 0 0 0 0 21. I 0 I 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECT ION 3, 2 DRAINAGE QUANTITIES NOTE• This Plan Accurate For Orolnooe Only. 0-97 f'LII: &lo •••••••u••••••••••oOn~c••••••••••••••tt••• FOR REDUCED Pl.ANS 0 I 2 ' lcu '-E-~02540 "'-OT OAT£, •tt••••:r-tlmettt••• '1:N T.1.81.11:o ·•l>efltOblsH ORIGINAL SCALE IS IN INCHES I I I 12332 -----------. -·-. .:._ -~-'"-""'"'-, .. ____ X LEGEND DIST COUNTY ROUTE POST ~~! ... 12t~~ ALTERNATIVE PIPE li2Ill! TftT"' T ALLOWABLE PIPE MATERIAL (Nl Not a separate pay Item 12 Ora 73 20.0 -22.0 /5/ zsa DESIGNATION RCP CSP SSRP· PPC I, For mtnlmun al lowoble class <See:i note 2> SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Plan A620 /.1 ,'/ 12' APDD 12' o. 168 12' HOPE COR INTERIOR W/ With .@f£SS1!!t/! 18'AP(Al 18' 18' o. 168 18' o. 168 18' HOPE COR INTERIOR HOPE RP OR PVC RP 2. CN> Not a separate pay Item, HOPE HIQh Density Polyethelene REClfSTEAED QW. ENGINEER @ ~ 18'AP<B> 18' o. 168 18' HOPE COR INTERIOR For Information only ~ !JgAaDMMII\~ 24' AP (Al 24' 24' o. 168 24" o. 168 24' HOPE RP OR PVC RP COR Corruooted Wj No. ~ll~I -J:!:l 24' AP (Bl 24" o. 168 -24' HOPE COR INTERIOR RCP Relnfor-ced Concrete Pipe SSRP Steel Spiral Rib Pipe PUNS APPROVAL DATE 30'AP1Bl 30' 30' o. 168 30' HOPE COR INTERIOR • El$ l?/31{!5 ,._ -36' AP <Bl 36' 3o' o. 168 36' HDPE COR INTERIOR CSP Corrugated Steel Pipe PPC Piastre Pipe Culvert GREINER, INC, ~~~~ .. PVC Poly Vlnyl Chlorlde RP Ribbed Pipe 1241 EAST OYER ROAD, SUI TE 250 ?i or,,._,, SANTA ANA, CALIFORNIA 92705-5605 INLET FLARED END SECTION ALTERNATIVE PIPE ,., ,,,.., FRAMES,8 ROCK SLOPE PROTECT .. GRATES 1.!leGo COVERS TYPE A TYPE 8 RCP CSP ,__, I'-' VI .J ~ IAL TERNAT I VE ... .J RCP :, ◄-.J 0 0 d ""' w I-0 :,: z I-d ... C>W w ... :,: 0: ... ► ~ z zo: -I-.J I-;, . w w z m z w-:::, w VI .. .., ... a, VI .J "' 0 .......... 0: ::IE ... a, a, u I-z 0: -2 0 ... ~ a, § ... 0: w -w u w:::, w 0 .., z 0 0 z -w ... 0: DESCRIPTION STATION ,w ... .. ... I-I-I-0: .:::, 1-1-I-C, w .., 0 0 0 0 0 0 0 :,: .J 0: .J z z I-I-> I-VI -... Ul-0: WU w z u z I-0 :,: 0 0 0 0 :,: -I-0: z w .J w " 1--... VI ->-z > ZO:t-o::::, 0: -0: VI I-I-:,: :,: :,: :,: I-I-0 ... -> 0 Q. w :I:.J .J >-z ... ... VI :::, ... OWVI uo: u-z 0 N z o!:: w I-I-I-I-w 1-◄ w. .J 0 u -"' C, Q. VI :::, 0: 0 u U> ZI-Z.J -... -0 w w w "' zu 1-0> .J ... u Q. VI~ -1-.., Q "' w wd w w X .JZ OV> 0.J W.J z ' 0: 0: "' "' "' "' --....... 0 0 w VI 0::::, w w •;:: C, C, .., ◄=>O u u-I--... "' w .., . c5 o ... 00 u ~ I-Q. 1-W 0 C>Z C, C, ~ ... ... u-0: ... w:,: w N "' "" I-:z :z ,.: .,_ .J • ' :c w VI o:w I-► ... ... ... z z :,: VI I-0:0 O:>< o:u 0: u .., z :z z VI V>O .. I-"' 0: u WO: W<( ZI-z z --u V>XU oz OU UI-w w .., 0: 0 0 :,: -WV> -:il C, -u ><> Vl.J -w --.. .. I-◄OZ z-Z<C z-0: Q. Q. :,: u 0 I-I-0 C, u Q.<( • Q. -X z .JW ... <CW .. .. '.,' "' ;,. 0 0 ta "' ~ I-I-"' ;,. ;,. 0 ::0 "' ;,. ::0 "' "' ::0 "' "' 0: 0: -.Jal:::) -::, _., 00 .. >->-"' :,;:: ~ -.. ., 0 0 -.J a>Vl .J w ... 0 :::,o ...... 0::,: 0: 0: 0 0 0 u--, ,._ ,._ u-., I-I-~ -N "' "' "' "' ... u N -.J ... -N -N "' "' -N "' "' ... "' ,._ "' -Q.U -u w :c "' u -u-00 OV> 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF O► ► 130 k 130 k blm m 1-0 0 ..... 131 28 GOI 'NB' 996•25 46'Rt 131 sz ... 0 2. 4 I 6. 8 INLET 5 0 "' u!2 u -'"' ... 131 D 212 24' AP 131 D ...... :,: uo u 132 a I. 8 I 7 GI INLET 'NCO' a 207•◄0 40'Lt 132 0 132 D 76 7 132 D 0: ... 132 C 3.6 I 8. 5 G2 INLET 'NCO' a 207•◄0 40'Rt 132 C <> ~ -.. 0: 132 d 82 8 132 a, 2 ... I-... !'.l 132 • ◄.o I 9. 7 G2 INLET "NCO·I" s 1035+75 34'Rt 132 • u ... ~ d 132 f ,. 7 I 6. 2 GI INLET "NCO" a 205+75 o· 132 f 0: .. .. 132 0 84 6 132 0 u ... 132 h 2.2 I 6. 7 G2 INLET 'NCO' a 206+50 40'Rt 132 h 132 I 84 8 132 I 132 I 92 8 132 I 132 k 4. 3 I II G2 INLET "NCO•I" • 1034+90 4'Lt 132 k 132 I ,. 8 I 6. 7 GI INLET "NCO·I" • 1034+40 4'Lt 132 I 132 m 18 8 132 m 132 n 92 10 132 n 0 I 111 SHEET 0 21.e 0 0 28 8 0 0 0 TOTAL 0 0 0 0 0 0 0 0 0 0 0 0 0 344 184 0 0 0 0 0 0 0 212 0 0 0 0 0 0 0 0 62, 55 0 0 0 0 SHEET TOTAL FINAL SUBMITTAL t.lARCH 15, 1994 SECTION 3. 2 DRAINAGE QUANTITIES NOTE• This Plan Accurate For Orolnooe Only. D-98 Fl!,.( o, ••••••••n•••••••••o.onar>•o•••••••• •••••••H•• FOR REDUCED Pt.AijS 0 I 2 ' I cu I EA PLOT OAT£, ssssssa:i,t1-•••••• ~M TAkl!:o a..,..,tablese ORIGINAL SCALE ,S IN INCHES I ' I ' I 12332 102540 -~· -- ----~---,. _..,,·. __ , .. _.,,,.·. __ ---, .. ..,.,-. __ -~-,. _.,,,,. __ -~-,. ---~------,., _____ ----- ... ALTERNATIVE PIPE LEGEND DIST COUNTY ROUTE TO';Q'1~CT ~T 1_1J!!.~ ~ ALLOWABLE PIPE MATERIAL (Nl Not a separate pay Item 12 Ora 73 20.0 -22.0 /51., Z8,B DESIGNATION RCP CSP SSRP PPC I. For mtntrrun allowable class <See note 2> a o -SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPTION of RCP, see Standard Pion A620 12" APOO -12· o. 168 -12" HOPE CCR INTERIOR WI With ~ESs'@§ 18"AP<Al 18" 18" o. 168 I e• -o. 168 18" HOPE COR INTERIOR HOPE RP OR PVC RP 2, CN> Not a separate pay Item, HOPE HIQh Dens tty Polyethelene REGISTERED C;,:;NCltEER @-~ ' 18"AP<Bl -18" o. 168 -18" HOPE COR INTERIOR For Information only ~ .v~ 24"AP(Al 24' 24' o. 168 24' o. 168 24' HOPE RP OR PVC RP CCR Corrugated ;J RICI l. OIAPIIUI ~ Wj No. ,◄Il~i J":l;o 24' AP <Bl -24" o. 168 -24" HOPE CCR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira I Rib Pipe PUNS APPROVAL DATE « £~ .L. ~ 30' AP <Bl 30" 30" o. 168 --30' HOPE CCR INTERIOR 36' AP <Bl ><• o. 168 36" HOPE CCR INTERIOR. CSP Corrugated Steel Pipe PPC Plastic Pipe Culvert GREINER, INC. ~ CIVL ~""' 1241 EAST DYER ROAD. SUITE 250 ~ Oft"-1' -PVC Poly Vinyl Chlo...-tde RP Ribbed Pipe SANTA ANA. CALIFORNIA 92705-5605 INLET ALTERNATIVE PIPE ---FRAMES_8 FLARED END SECTION ROCK SLOPE PROTECT -.. G~Mf~s 1.!l.q_ TYPE A TYPE B RCP CSP -VI __, ~ IAL TERNAT I YE .. __, RCP 3 .,_ __, 8 0 d ,_VI w .... :c .... d .. C>W w .. % 3 0: ... ► Ill z zo: ;;, .... __, .... ;. . w w z m > z w-::, VI 0. w "' "' VI __, ,. 0 .... ,. .... 0: .. "' "' "' u .... 3 0: -.. 0 .. __, "' .. 0: w -w u w::, w ;; 0 w 0 0 z -3 w "' 0: DESCRIPTION STATION ,w w Ill .... .... .... 0: .::, ........ .... w -w z 0 0 0 0 0 0 0 % __, 0: __, z z .... .... .. VI -"' U>--0: WU w z u 3 .... 0 0 0 0 :,: -.... 0: z w __, w ,. >---"' VI -> .... :,: 0 >-z > ZO:>--0:::, 0: -0: "' .... .... :,: :,: :,: :,: .... .... 0 "' -> 0 a. w :,: __, __, >-z i "' VI ::, .. OWVI uo: u-z 0 N 3 0 ~ w .... .... .... .... w .... .. w. __, 0 u -" C) a. VI ::, 0 u U> Z>--z__, -... -w w w ,. zu .... .,, __, ... u a. vi-->--w ci "' w wd .. w w X __,z OVI Q_; w __, z ' 0: 0: "' "' ,. "' --........ 0 0 w VI 0:::, w w I-C) C) w <::>O u u-.... -... "' w w . ,5 oi.. 00 u ,. .... a. >--w 0 C>Z C) C) "' "' u-0: ... w:,: w N ., " .... ,-__, . ' :,: ::, w VI o:w .... >-"' "' "' , .. z z :,: VI .... 0:0 O:>< o:u 0: <.> w z z z z ..: z VI VIO .. .... ,. 0: u WO: W< Z>--z z - -u VIXU oz OU U>--w w w "' 0 0 :,: -WVI -0 C) -u ><:> v,_; -w --"' "' .... <OZ z-Z< z--0: a. a. :,: <.> 0 .... .... 0 C) u "-"' • a. "' -X z "' __, w ... "'w "' "' <.> "' :;. 0 ;,, 0 ~ "' i!j .... .... "' :;. "' :;. 0 ;,, "' :;. 0 ;,, "' 0 "' ;,, "' 0: 0: -_;,n::, -2 -m 00 .. >->-:§: :;:: -"' _ __, o,v, __, w "' 0 ::,o ...... 0::,: 0: 0: 0 0 0 u-, ,._ ,._ u-"' .... .... '3'--N ., ., ., "' ... u N -__, ... -N -N ., "' -N ., "' ... "' .... "' -o.u -u w :,: "' u -u-00 OVI 0 0 ;:,;► CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF ► 132 0 3,8 I 9. I 2 INLET "NCD-8" S. 8025•5 O'Rt 132 0 "'m m 1-0 0 ◄ ... 1 132 0 af:i .. 132 p 58 " u ..JIii !l! 132 n I "Es 132 0 ◄W uo u 132 , 46 RSP 132 , 132 • "ES • NCD-8" s 8025•7 B'Rt 132 • 0: "' 132 t RSP "NCD-8" s 8025•7 I 13'Rt 132 t <> ◄ ---z 0: 134 2. 2 6.5 :;2 INLET "NCO-I" s 1035•6 3'Lt 13◄ ,c 0 0 ,. "' .... I-VI 134 b 22 134 b 0 u ... Ill Ii ,5 140 0 20 140 0 .. ,c 140 b I oncrete·Col lor 140 b u ' I- 140 C 84 140 C 140 d I II o· Riser w/Oebrls Rock 140 d 140 • 182 140 • 140 f I oncrete Co I I or 140 f 140 0 88 140 0 140 h I onor""ete Co I I or 140 h 140 I 72 O"RCP w/vel Contro I RI • 140 I l ◄O J I ES 140 I 140 k 100 I osp 140 k I 111 SHEET TOTAL 0 0 6 0 0 0 I 2 0 0 I 0 0 0 0 0 0 0 0 0 146 I 0 22 58 0 0 0 0 0 0 104 0 342 0 0 II 0 0 0 0 15. I 1 3 0 0 0 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 DRAINAGE QUANTITIES NOTE• This Plan Accurate For OratnaQe Only. D-99 ,Lt C>o HHH•••H•••u•••d9n-ctHHHHHH .. HH FOR REDUCED PLANS 0 I 2 ' I cu ____ _LEA_ 102540 P'I.OT DUii HHH•ytl .... HHH l"(N TAIIL.t. Hpet",1'obi<aH ORIGINAL SCALE IS IN INCHES ' ' . ' ' 12332 -~ ---------- -----,. ______ --'""--=----~ -,.,_,.,., __ ----~---""·-------·--•-------,._ .. ,_ --- '"" 0 ... >-~ m 0 ... ... "' ~ ... I-... ◄ "' 0 ... I-::! DESIGNATION 12' APDD 18'APCAl 18'APCBl 24' AP CA) 24' AP CB> 30'APCBl 36' AP CB> -- 0 z z "' 0 "' -,_ ,_ ,_ "' -.. >-z > "' :::, .. u "' "' X "' "' "' .. ◄ z z :,: --u .. "" ,_ a: a: -C C C .. V> ..J ..J ,._ ,..,, "'"' za: w-=> ,_ ,.,_ "' u 0: -=> U>-a: za:>-OW<I> U> ..JZ <=>O u-V> I-V>XU <OZ ..JCD:::> u--, RCP SIZE 18' 24' 30" ;;; a: w::> "' 1--1-,_ WU "' a::::, a: ua: u-ZI-Z..J O<I> 0..J u u-a: ... a:o a:.: oz OU z-Z< -:>i -CD :,;-:,;- "' z -z - "'-' I-w:i: a:u UI-z-cc u- SIZE 12' 18' 18' 24' 24' 30' 36' ..J "' "' ,_ "' C "' u a: 0 ... z -"' a: 0: .. CD ALTERNATIVE PIPE ALLOWABLE PIPE MATERl~L CSP THICKNESS o. 168 o. 168 o. 168 o. 168 o. 168 o. 168 o. 168 SIZE 18' 24' SSRP THICKNESS o. 168 o. 168 SIZE 12' 18' 18' 24' 24' 30' 36' INLET FRAMES) FLARED END SECTION ROCK SLOPE PROTECT GRATES COVERS :!a ◄ ~LTERNATIVE RCP "' ~ ,_ "" ..J ,_ 0. "' "" ..J "' "" CD CD CD "' ,i C "' 0 C C 0 C 1': ,_ 0 :,: 0 0 0 0 V> ,_ ,_ :,: :,: :,: :,: "' z C :§::. "' ,_ ... ... ,_ -"' 0 "' "' "' "' "' ' a: 0: "' 2 "' "' ... "' "' "' . "' ,.., "' ,_ ::i ::i ,.: u "' z ::i "' "' "' cc 0 0 :,: a. a. :x: u 0 ,_ ... 0 "' u ;;, :,. 0 U) 0 ~ ;;, z ,_ ,_ ► >-0 :I:! ~ -... ,_ ~ -"' ,.., ,.., ,.., ,.., ... u "' -..J PPC DESCR I PT! ON HOPE COR INTERIOR HOl'E COR INTERIOR HOPE RP OR PVC RP HOPE COR INTERIOR HOPE RP OR PVC RP HOPE COR INTERIOR HOPE COR INTERIOR HOPE COR INTERIOR t!Q!fi, I. For mtnlrrun allowable class of RCP. see Standard Plan A62D 2. <N> Not a separate pay I tern. For Information only RCP Reinforced Concrete Pipe CSP Corrugated Steel Pipe PVC Poly Vinyl Chloride ALTERNATIVE PIPE TYPE A TYPE B RCP ,!.G,, CSP -CD "' u C z -0 0 :,: :,: -,_ ,_ I-C "' ,_., "'. "' zu ,_"' --,_ ... d o ... 00 ..,_ ..J . z <I> <l>O -"'"' -u ;,, O.< • a. ;. :,. ;. :,. 0 U) ;;, :,. 0 U) ;. 0 "' ;. "" -..J ., "' ... -"' -"' ,.., ,.., -"' ,.., ,.., ... "' ... ,.., -a.u -u z a: .. ..J ..J 0 u ' ,. 0 CD ..J ... LEGEND <N> Not a separate pay Item <See note 2> W/ With HOPE High Derislty Polyethelene COR Corrugated SSRP Steel Spiro! Rib Pipe PPC Plostlc Pipe Culvert RP Ribbed Pipe z :c z a: . ... z "' ,_ a: - DIST COUNTY ROUTE 12 Oro 73 20.0 -22.0 REGISTERED jlfVL ENGH.ER ••'"'''!!ti «_,$) '~ fl BIRA. OIIPIIAN ~ ~=~==,_,,=,-----ulil ...,_ cc1132 l'° i,.;PL=AN;;;S;..acAPPRO'-"'"V-"AL""D"-A"T"-E-----'\\'« r,,p I Y]lt9S it ._ GREINER, INC. ~ CIVIL~ 1241 EAST DYER ROAD, SUI TE 250 :,t o,f11.i\ SANTA ANA, CALIFORNIA 92705-5605 '\_j '--' ,_ 0 ... "' z ..J "' ... .. a: DESCRIPTION STATION '"' "' ..J a: ..J z z ... ... z "' ..J "' ,. ,__ .. "' --> 0 a. ... :,: ..J ..J ► z 0 u -"' "' a. "' :::, ... u a. .,,_ _,_ WO 0 "' "' 0::::, ... ... "' ... a. ,_..., 0 C>Z "' "' :,: :::, ... "' o:w 1-► .. .. .. ... "' 0: u wa: "' .. Zt-z z "' -u ><:> "'..J -w ---X z -'"' ... """' "" .. ;. "' .. 0 :::,c ...... o::,: a: a: :,: "' u -u-00 C<ll 0 0 ~► ► t,,.,,,.aj--+-"==+=-"=-+""'"-+=-"=-+""'"-1-"=:.+'"'1=¥"¥"'1'""1F'!'=.:;:"=1-=l"=~=+='=-f""'9'-+""'-+"'"-ll-""'+""'+""-+''-i="-l=""-+""--1,i,;;,,+a""=l='-=+""=+"=+'"'=1="-l-"'-+"""+,a;.+""'=l-"~"'-:+"-'+a""--1-'"=l-'-'-+--+--,---,,.,.,------.1--------.1---+--....,.,.+-~ blm m l'-'-'-l-"+--+----+--+----+--+----+----!-+--+-+-,l-+-+--+-+--+--+------!--+-+-+--,l---t-+-+--+------!--+---l""-'"-+--l---t-+-+--+---,---+-+-+--+------!--+-+-+--1-----l-4'-"-----'-""-------,1---------'l------1--,"-"-'-+-'~ ~o o t,-,,.,--i-,,+--t----+---,--,,t----+--!c=--,,*----!-t--+-+-,l-+-+--t-+--+--t------!--+-+-+--,l---t-+-+--+---,--+-+-+--l---t-+-+--+---,--+-+-+--+------1--+-+-+--1-----l--+==~====~-,f,..,-=~~~=~dh=-=+-----!~.,.+~4 ..J~ UJ 141 0 141 b CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 592 18' RCP 141 0 1.8 8.06 INLET STRUCTURE 'NCO' n 195+30 l38'R 141 b B2 ~ l'-'-'-l~"+--+----+~~t----+--l"'~,..----1-+--+-+-,1-+-+--+-+--+--+------1--+-+-+--,1---+-+-+--+------1--+-+-+--1---+-+-+--+---,----+-+-+--1-----1--+-+-+--1-----1--½'="'-''--''-"-"""""""'~-,1--"='----''---'""'"'"'""l-'-""'---"-1------1-'-"-'-+---'~ -'"' "'b=i-,-+--t----+---,--,,t----+--t----+,--t-t--+---+-,l-+-+--t-+--+--t------!--+-+-+--,l---t-+-+--+---,--+-+-+--l---t-+-+--+---,----+-+-+--+------!~=+-+-+--1-----l--+=~~~-----,f,..,-=~=~=~-,-,ii:-:-,.,.+-----!~-=+-4 t~ ~ l'-=-t---'4--t----+~~t----+--+---+'-l-+--+-+-,l-+-+--+-+--+--+------!--+-+-+--,l----+-+-+--+------!--+-+-+--l---t-+-+--+---,----+-+-+--+------!"'-'"-l--+-+--+------1---l''-"---'-'-'-'-''-'-------,l--"""''--"'--''-"""-"-'""l"-'--=+--,f'-"-=+---"4 D: "' ~ -~ a: 2 ... ... .. ~ u ... ... ., 0 d D: .. .. u .. I 111 ' 142 0 142 b 142 C 142 d 142 e 142 f 142 n 142 h 142 I 142 I 142 k 142 I 142 m 145 0 145 b SHEET TOTAL I. 8 I I, 8 I 3. 9 I 3. 6 I 4. I I 2. 3 2 0 0 19. 3 0 0 28 7 0 0 0 0 0 0 0 0 0 5. 2 39 5,2 336 '· 4 102 8. 6 117 305 '· 8 123 "· 9 88 0 0 0 0 0 0 0 0 88 0 0 0 39 592 0 0 983 0 0 0 0 0 0 0 0 45. G2 Inlet 36' AP ,2 Inlet 36' RCP G2 Inlet 36' RCP G2 Inlet 36' RCP I oncrete Col I or 36' RCP G2 Inlet 36' RCP Snf I lwav GDI INLET 24' AP 0 0 0 0 SHEET TOTAL 'NCD-3'" 3035•0 37' L 'NCD-3'" 303S•0' 7. 5' 'NCD-3'" 3031 •72 •o. 8' R 'NCD-3''< 3030•7I 94. 6' R 'NCD-3'n 195•38 O' 'NCO' n 195•38 127' 'NB' 'i 994 +25 46'R~ FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 142 0 142 b 142 C 142 d 142 e 142 f 142 " 142 h 142 ' 142 I 142 k 142 I 142 m 145 0 145 b DRAINAGE QUANTITIES NOTE, This Pion Accurate For Drolno9e Only, D-I 00 h..t 0. ••••••• .. ••••••••••d11<>-c•••••••u•••••••••• "-OT DAtt, HHUaytr.......... PEN T.l91.t, Hpent~H FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 I 2 l , __ _L_ •_J''--.L--'' I cu 12332 I EA 102540 - ·-·"· Tftr;.«l~T pft~ ~T _'!2,!~ ALTERNATIVE PIPE LEGEND DIST COUNTY ROUTE ~ ALLOWABLE PIPE MATERIAL CNl Not a separate pay Item 12 Ora 73 20.0 -22.0 /5't ze,e, DESIGNATION RCP CSP SSRP PPC I. For minimum allowable class <See note 2> SIZE SIZE THICKNESS SIZE THICKNESS SIZE DESCRIPflON of RCP, see Standard Plan A62D /4":~· 12· APDD -12· o. 168 --12" HOPE COR INTERIOR WI With .~!SS,~ 18"APCAl 18" 18" o. 168 18" ' o. 168 18" HOPE CCR INTtRIOR HOPE RP OR PVC RP 2. <N> Not a separate pay Item, HOPE. HIQh Density Polyethelene REGISTERED C ENGINEER it~III~~~ 18"AP !Bl 18" o. 168 18" HOPE COR INTERIOR For Information only 24" AP CAI <4" 24" o. 168 24" o. 168 24" HOPE RP OR PVC RP COR Corruooted 24" AP CBI 24" o. 168 -24" HOPE COR INTERIOR PLANS APPROVAL DATE w Mo. '17139 • RCP Reinforced Concrete Pipe SSRP Steel Splrol Rib Pipe • w,IY:nm 1• - 30"AP!Bl 30" 30" o. 168 30" HOPE COR INTERIOR 36" AP CBI ,s• 36" o. 168 36" HOPE COR INTERIOR CSP Corruooted Steel Pipe PPC Plostlc Pipe Culvert GREINER, INC. Wq-. C1VL 4t Vinyl RP Ribbed Pipe 1241 EAST DYER ROAD, SUITE 250--.,,,: Of ,_.,t --PVC Poly Chlorlde SANTA ANA. CALIFORNIA 92705-5605 0 F~~'i.fls AL TERNA Tl VE PIPE i. ~ FLARED END SECTION ROCK SLOPE PROTECT .. GRATES & RG V> COVERS TYPE A TYPE B RCP loco CSP ---' ~ ◄ z -' AL TERNA T I VE RCP ◄--' L,J 8 0 d 3'V> "' I-:,: I-ci .. <.')L,J "' ◄ :,: z a: "' ), ~ z za: ~ I--' I- ;;: . "' "' z a, z l,J-::J V> Q, L,J ◄ a, V> -' "' 0 I-3'1-a: "' ◄ a, a, u I-3 a: -"' 0 .. -' ., .. a: .. -"' u l,J::J "' '° 0 L,J 0 0 z -z "' .. a: DESCRIPTION STATION '"' "' "' .. I-I-I-a: .::, 1-1-I-"' L,J t 0 0 0 0 0 0 0 :,: -' a: -' z z I-I-> V> -.. Ul-0: WU L,J z u z I-:,: 0 0 0 0 :,: -I-a: z L,J -' L,J 3' 1--.. V> -,-), z > Z0:1-a::, a: -a: V> I-I-:,: :,: :,: :,: I-I-0 .. -> 0 Q, L,J :,: -' -' >-z .. ◄ V> ::, ◄ OWV> ua: u-z 0 N z 0 ~ L,J I-I-I-I-L,J I-◄ L,J. -' 0 u -" <.') Q, V> ::, a: 0 u U> ZI-5j -"' -L,J L,J "' ,. zu 1-0> -' "' u Q, V>--1- L,J ci ,. L,J L,JQ L,J L,J X _,z OV> "'-' z ' a: a: ,. "' ,. "' --,_.,_ 0 0 L,J V> a:::, L,J L,J ;:: <.') <.') L,J ◄:JO u u-I--.,, "' L,J L,J -c5 o .. 00 u ?l I-Q, I-L,J 0 <.'>Z <.') <.') !! ◄ .. u-a: "' w:i: "' N ., " I-z z ,_: -,_ -' . ' :,: L,J V> Q:L,J I-► ◄ .. ◄ z z :,: V> I-a:o "'" a:u a: u L,J z z z V> V>O 3' I-"' a: u "'"' W◄ ZI-z z ;; -u V>XU oz Ou UI-L,J L,J L,J a: 0 0 0 0 :,: -WV> -0 <.') -u ><.'> V>-' -L,J --.. I-◄OZ z-Z ◄ z-a: Q, Q, :,: u I-I-<.') u 0.◄ • Q, a, -X z -'"' "' ◄L,J ◄ .. u ;,, ~ 0 ~ ow ;,, ~ I-I-;,, :,, ;,, :,, 0 ~ ;,, :,, 0 ~ ;., 0 °' ~ ;., ;., a: a: -_,a,:, -::> -a, 00 .. >->-::;:: :::::: -◄ _ _, «>V> -' L,J .. 0 :JO "'"' a::,: a: a: 0 0 0 u-, ::.-,._ u-a, I-I-::;: -N "'> ., ., ., .,, u N --' "' -N -N ., ., -N ., ., .,, "' .,_ ., -a.u -u L,J :,: ,. u -u-00 OV> 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF L> LF LF LF LF EA FT FT EA LF LF O>-), 146 a 2. 2 2 6.4 GD! INLET • NB• ~ 994•80 58'Lt 146 a .. a, m ""o 0 ◄ .. 146 b 18 18" AP 146 b -'z .. fig " u _,.,, .. 152 2. 2 2 6.8 GDI INLET "NB" ~ 1011 •O 39'Lt 152 .... :i: a a uo u 152 b 104 24" AP 152 b 153 a 2. I I 6. 3 G2 INLET • NB" ~ 1017•0 2' L 153 a a: ... 153 b 154 24" AP 153 b ., .. z a: 154 2. 2 I 6.8 G2 INLET "NCD-1"> 1027•0 7. 5' 154 -.. a a~ :I L,J I- I-V> 154 b 32 24" AP 154 b u 0 ... "' ,, 0 c5 155 a AC OVERSIDE DRAIN 155 a f .. 157 a 2.c I 6. I G2 Inlet • SB· 5 1041•8 30' R 157 a " .. 157 b 33 24" AP 157 b 157 C 2. 0 I 6. I G2 Inlet "NB• S 1041+4 2' L 157 C 157 d 84 24" AP 157 d 301 a 236 36" AP 301 a 301 b 2.4 I 7. 3 G2 INLET ·sB· S 952•00 63'Lt 301 b 301 C 246 36" AP 301 C 301 d 2. 4 I 7. 3 G2 INLET "SB" S 954•50 63'Lt 301 d 301 e 272 36" AP 301 e 301 f 301 f I 111 SHEET 0 0 17. 5 0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 18 401 0 0 0 754 0 0 0 0 0 0 0 0 0 0 0 0 53. 0 0 0 0 0 SHEET TOTAL TOTAL FINAL SUBMITTAL MARCH I 5. 1994 ' SECTION 3.2 DRAINAGE QUANTITIES NOTE• This Plan Accurate For Orofnooe Only. D-101 !fl.I[ 11'.>o tttt .. tn••n••••••d9"•P•c••••••••••••••••••• FOR REDUCED PLANS 0 ' 2 l I cu J£~ PLOT OATl:1 ,nn,,ytllfte .. HH PEN TAIII.Co Hpent-H ORIGINAL SCALE IS IN INCHES ! ' ' 1233? 102540 --------,.,_,..,-. __ -,.,_m,,,_ • ' \x ~ ' ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL r,-'"Ti========================================================;--------------------:L-:E::-G::E::N:::D:------------,r:Dl::S:::Tr:C::OUN:::::TY:,r:ROU==r.:-rT-op'r"""'•"LTri~CT 1? 1 ... !2!~ !:lQiilJ DESIGNATION RCP SIZE SIZE 12" APDD 12· 18"AP!Al 18" 18" 18"AP1Bl 18" 24"AP1Al 24" 24" 24" AP !Bl 24" 30"AP1Bl 30' 30" 36" AP !Bl . , .. I\-0 .. V) -' -' Q 0 .. ► ~ z ., Q .. ::, .. a: "' ~ .. ... ... V, -... ► z .. ◄ V, :::, a: 0 .. .. "' ... "' "' .. ... ... z z --... ... 0: 0: 0 0 ◄--' .. .,, "' "'"' "' zo: ;;; ... z ..,_:::, V) 0 ........ 0: -"' (J ..,:::, "' .:; 0 ... 0: .:::, ,... __ ... "' ... u,-.o: "'(J "' z (J > zo:,-. o::::, 0: -0: ... o..,v, <JO: u-z 0 (J <J> z,-. Z-' -... X -'Z OV> 0-' "'-' z .., <:::>O (J u-... -u-0: ... ..,,:; .., ,:; <I) ... 5~ "'" O:<J 0: (J Cl>X<J OU u,-... <OZ z-Z ◄ z-0: --''"=> _,. -m 00 .. 0 u--, ::,-::,-u-'" ' Q ► ► 302 0 .. ., ., ... Q .... 0 302 sz .. b " u!2 u -'"' .. 302 C .... :r UQ u CY CY CY CY CY LBS ,. 8 1.9 ,02 d 02 • I. 9 a: ... 02 f .. ◄ CSP THICKNESS o. 168 o. 168 o. 168 o. 168 o. 168 o. 168 o. 168 - INLET SIZE 18" 24" SSRP THICKNESS o. 168 o. 168 SIZE 12· 18" 18" 24" 24" 30" 36" FRAMES) GRATES FLARED END SECTION ROCK SLOPE PROTECT COVERS ~ IAL TERNAT I VE RCP ... ... ... 8 ,:; -' 0. -' "' z "' ... V) N z 0 -.., ' 0: "' ... <D .., N "' " u .., "' "' 0. 0. ,:; 0 ., ► ► u ., :;, "' 0 "' ... ... ~ -N "' "' "' "' ... ... !:II ... ... '" '" '" z 0 0 0 0 0 0 0 ,:; 0 0 0 0 ... ... ,:; ,:; ,:; ,:; ~ "' ... ... ... ... d ::, .., .. .., "' :,; ::, ::, 2 .., . ... :i. :i. ,: .., z :i. "' u 0 0 0 0 ,:; i!'i ... ... ... ... C) ~ ::::: -u N --' EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY I I I PPC DESCRIPTION HOPE COR INTERIOR HOPE COIi INTERIOR HOPE RP OR PVC RP HOPE COR INTERIOR HOPE RP OR PVC RP HOPE COR INTERIOR HOPE COR INTERIOR HOPE COR INTERIOR IN> Not o separate pay Item 12 Oro 73 20. O -22. O /SS Z-81!3 • 1. For mlnlrn.xn al lowoble class (See note 2> of RCP, see Standard Pion A62D W/ With 2. <N> Not O separate pay I tern. HOPE Ht gh Dens I ty Po I yethe I ene For Information only RCP Reinforced Concrete Pipe CSP Corrugated Steel Pipe PVC Poly Vlnyl Chloride COR Corrugated SSRP Steel Spiral Rib Pipe PPC Piastre Pipe Culvert RP Ribbed Pipe REGIS TEAED Cl ~ESS1~ ~ ~ ;.~ RIil l, """""~if; ==-===~=-----11-...,_ c111» ·_1!: PLANS APPROVAL DATE « ho l2/3Wl$ j• _ GREINER, INC. ~~ oVL -{tY- 124 1 EAST DYER ROAD, SUITE 250~ orc~~w SANTA ANA, CALIFORNIA 92705-5605 ALTERNATIVE PIPE TYPE A TYPE B RCP i_R_q_ CSP 3 :r:: z ... 0 0: ... ;, . .., "' z '" <I) -' u ... z 0: -::, 0 z -3 "' ... 0: DESCRIPTION STATION '"' "' 0 0 ,:; -' 0: -' z z ... ... ,:; -... 0: z .., -' .., .. ,.._ ... <I) -... ... 0 "" -> 0 0. "' ,:; -' -' >-z .., ...... .... -' 0 u -" C) 0. Cl) :::, ::, zu ,-.a, -' ... (J 0. .,,_ _,_ ... a --...... 0 0 "' V) 0: :::, "' "' d o ... 00 u ::, ... 0. ...... 0 c,z "' "' ..,_ -' . ' ,:; :::, "' <I) 0:.., ... ,. "" ... "" z V> V>O ~ ... 2 "' u "'"' ...... z,-. z z -"'<I) -"' -u >C> .,,_, _.., --u ., :;, ., :;, 0 "' ., :;, 0 ;,, ., 0 "' "' ., O.< • 0. '" -X z ., -'"' ... """' "" "" ... _ _, a,v, -' "' ... 0 :::,o ...... o:,:; 0: 0: ... -N -N "' .., -N "' "' ... <D ... "' -o.u -u .., ,:; ::, u -u-00 O<I> 0 0 CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 5 G2 INLET •Ne• ' 950•50 51 'Rt 302 0 296 18" AP 302 b 5. 7 IG2 INLET "NB" ' 953•50 51 'Rt 302 C 221 18" AP 302 d 5. 6 IG2 INLET "NB" ' 955•75 51 'Rt 302 • 211 2<4" AP 302 f :---i 0: 303 0 2. 5 I ::, "' ... .. Cl) 0 0 ... ... ., 0 d f ◄ 0 .. I 111 303 b 303 C 303 d 303 • 03 f >04 0 BO< b 04 C 04 d 04 • 05 0 SHEET TOTAL 2.6 0 2.6 248 57. 9 136 44 1.9 647 2.' 188 12.◄ 0 0 57.9 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 135; 211 0 0 0 0 0 0 248 180 0 7. 8 2 INLET 30" RCP S TYPE 2 36" RCP . I roncrete Collor 36" RCP wive I Contra 5. 8 IG2 INLET 18" AP 5 "Tl INLET SP W/TEE 0 0 0 0 0 0 0 34.' 0 0 0 0 SHEET TOTAL "NB" 'SB" I RI • "NB' "NB" ' 957•90 51 'Rt ' 957•26 I 'Lt ' 961 •00 151 'Rt ' 967•50 ISi • Rt FINAL SUBMITTAL MARCH I 5, I 994 SECT ION 3. 2 303 303 303 303 303 303 304 304 304 304 304 305 DRAINAGE QUANTITIES NOTE, This Pion Accurate For Drainage Only. D-I 02 f._£ ID, ••••• .. ••••• .. •••••~cse111t,HtlltlHtlt FOR REDUCED PLANS ORIGINAL SCALE 15 IN INCHES ' P'I.OT OAT£, ·····••:,tim.u••·· '1:N TAik.£, ttr,.en•-·· 0 : 2 ' I cu 102540 o- b C d • f 0 b C d • 0 . ALTERNATIVE PIPE LEGEND DIST COUNTY AOuTE TO~T CT ~-' 1~~1'i. ALLOWABLE PIPE MATERIAL t:!Qiil! 12 Oro 73 22.0 (Nl Not a separate pay 11-em 20.0 -/5t, 288 DESIGNATION RCP CSP SSRP . PPC I. For mlnlRll.m allowable class <See note 2) SIZE SIZE THICKNESS SIZE THICKNESS SIZE OESCR I PT I ON of RCP, see Standard Plan A620 /L ,'1/ 12· APOO I 2" o. 168 -12· HOPE COR INTERIOR W/ With ,IQ!ESS,et/, . 18"AP<A> 18" 18" o. 168 18" o. 168 18" HDPE COR INTERIOR HDPE RP OR PVC RP 2. <N> Not a separate pay Item. HOPE HIQh Oenst ty Polyethelene REGIS TEAED c,,irl. ENGN:ER ~~ ~ 18" AP <B> 18" o. 168 -18" HOPE COR INTERIOR For Information only 24"AP(Al 24" 24" o. 168 24" o. 168 24" HOPE RP OR PVC RP COR Corrugated ~ RlgAzOW'IIUI\~ t!I tto. ~Ila 1/;!:: 24"AP<B> 24" o. 168 -24" HOPE COR INTERIOR RCP Reinforced Concrete Pipe SSRP Steel Spira I Rib Pipe PUNS APPROVAL DATE ,ti 1xP-Jlal.lll • -30"AP<B> 30" 30" o. 168 30" HOPE COR INTERIOR 36"AP<B> Ob" . o. 168 36" HOPE COR INTERIOR CSP Corrugated Steel Pipe PPC Plasttc Pipe Culvert GREINER, INC. ~ CIVL__,,~~ Poly Chlorlde RP Ribbed Pipe 1241 EAST OYER ROAD. SU I TE 250 'l oft"-'' PVC Vinyl SANTA ANA. CALIFORNIA 92705-5605 INLET ALTERNATIVE PIPE ,-, ,.., FRAMES,1 FLARED ENO SECTION '-' ~ .. GRATES ROCK SLOPE PROTECT ,_!l,G" I'---' "' COVERS TYPE A TYPE B RCP CSP '-' .J ~ ~LTERNAT I VE .. .J RCP 3 .,_ .J 8 0 ci .. .,, w ... :c ... ci "' <OW w ., " z a: ... ► !!! z za: -... .J ... -. w w z m > z w-:::, w "' a. 'll ., CD "' "' .J 0 "' "' 0 ........ a: .J ., CD CD "' u ... z a: -"' "' 0: w -w u w:::, w G 0 w t 0 0 z -3 w ., a: DESCRIPTION STATION '"' w ~ "' ... ... ... a: .:::, ...... ... w w 0 0 0 0 0 0 0 :,: .J a: .J z z ... ... ... "' -.. Ul-0: WU w z u 3 ... :,: 0 0 0 0 :,: -... a: z w .J w .. ,__ ., "' -► z > Ztt:1-a:::, "' -"' "' ... ... :,: :,: :,: :,: ... ... 0 ., -> 0 a. w :,: .J .J ► z II/ .. "' :::, ., owu, ua: u-z 0 N 3 0 ,I:: w ... ... ... ... w ... ., w • .J 0 u -"' "' a. "' :::, 0 u U> ZI-Z.J -... -w w w "' zu 1-0' .J ... u a. .,,_ _,_ w ci "' w wci w w X .JZ QU, 0.J W.J z • "' a: "' "' "' "' --,..,_ 0 0 w "' "' :::, w w •;: "' "' w «:::>O u u-... -... "' w w . d o ... 00 u ~ ... a. 1-W 0 <OZ "' "' ~ ., ., u-"' ... w:,: w N "' "' ... z z ..: ..,_ .J • ' :,: w "' "'w I-► "' ., ., z z :,: "' ... a:o "'"' a:u a: u w z z z "' u,o .. ... "' a: u wa: We< ZI-z z --u u,xu oz OU UI-w w w a: 0 0 :,: -w"' -0 "' -u ><> "'-' -w --" u 0 0 ., ., ... «oz z-z« z-a: a. a. u a, :i-0 0 :0 a, i!i ... ... ... ... "' u a, ;,. a, ;,. 0 "' a, ;,. 0 "' a, 0 "' "' a, a.« • a. "' -X z a, .JW ... "'"' "' ., a: a: -.JCD:::> -::, -a, 00 ., ► ► "' ~ :,:: -"' -.J .,.,, .J w ., 0 :::,c, ...... "':,: "' a: 0 0 0 u--, ::,-::,-u-CD ... ... ~ -N O'l "' "' "' ... u N -.J ... -N -N "' "' -N "' "' ... "' ,_ "' -a.u -u w :,: "' u -u-00 c,u, 0 0 ' CY CY CY CY CY LBS EA EA EA EA EA EA EA EA EA EA CY CY CY CY CY CY CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA FT FT EA LF LF 0 ► ► 306 a 306 a wm m ... 0 ◄ .. 0 308 -'z "' a 308 a 012 "' u .JIil ~ 308 b 308 b ..... uo u 308 C 308 C 308 d 0: 308 d "' 308 e 308 e " .. z "' 308 f 308 f --.. :I w ... ... Ill 308 308 u 0 I!/ ... f d 308 h 308 h .. 308 I 308 I u ... 308 J 308 J 309 a 43. 3 INTERCEPTOR DRAIN 309 a 310 a 22.2 INTERCEPTOR DRAIN 310 a 311 a I. 7 I 4. 8 G2 INLET • SB" 5 981 •00 63'Lt 311 a 311 b 397 18" AP 311 b 311 C 1.9 I 5.6 G2 INLET • se· 5 985•00 63'Lt 311 C 311 d 397 18" AP 31 I d 311 e 1.9 I 5. 6 G2 INLET • SB" 5 989•00 63'Lt 311 e 311 f 78 24" AP 31 I f I 111 SHEET TOTAL 0 0 5.5 0 65.5 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 79• 78 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 SHEET TOTAL ' FINAL SUBMITTAL MARCH I 5, 1994 SECT ION 3. 2 DRAINAGE QUANTITIES ', NOTE, This Plan Accurate For Orofnooe Only. D-103 A.I IOt ................... Cl~c• .................. FOR REDUCED Pl.ANS 0 ' 2 ' __ J cu I EA PLOT OATll ..... ••:rt""-•••• .. l"f.N TABLE, •~tot>l9 .. ORIGINAL SCALE '5 IN INCHES L ' ' I ' I 12332 102540 -------~------=:...-----,.--:_..,.·._·_ -------" _..,.·.::_ -,. _..,,. __ ----, .. _..,.._ ' ' X 0 ... ► !!! m > 0 ... ... a: ~ ... ... ... ◄ a: 0 ... ... ◄ ;;:;► ► "'m m DESIGNATION 12· APDD 18"AP<Al 18" AP <Bl 24" AP (Al 24" AP (B) 30"AP<B> 36" AP (8) .. V> .J .J -<- 0 ,..,, <>W z zo: "' z w-::, 0 ........ ... w u ... ... ... 0: . ::, "' ... U>-0: >-z > ZO:>-"' ::, ... OWV> u U> .., .., X .JZ <> <> ◄ ◄ w -<:JO u-z z :,: "' ... ◄ ◄ u V>XU ... <OZ a: 0: .JID::J 0 0 0 u---, CY CY 12 0 RCP SIZE SIZE 12· 18" 18" 18" 24" 24" 24" 30" 30" -' w w ;;; ... V> 0: w::, w 0 ... ... ... <> w WU w z u o:::, 0: 0: uo: u-z 0 Z>-Z.J .. OV> O.J W.J z u u-... 0: .. w:,: w 0:O "'"" o:u 0: oz OU U>-z-Z-< z-0: -2 -ID 00 ... 2-,._ u-ID CY CY CY LBS I. 7 ALTERNATIVE PIPE ALLOWABLE PIPE MATERIAL CSP SSRP THICKNESS SIZE o. 168 o. 168 18" o. 168 o. 168 24" o. 168 o. 168 o. 168 INLET FRAMES FLARED END SECTION GRATES & COVERS z N z ' 0: ... "' N ,,, .., .., a. a. >->-... ... EA EA ~ LTERNAT I VE RCP =. 1-~-,--,-+-~~-, .J 0. .J w w ... V> 0 .., 0: w "" u w % u ., ;, 0 "' 0 "' ., ~ N ,,, ,,, ,,, ,,, ... EA EA EA EA EA EA EA EA THICKNESS SIZE 12· o. 168 18" 18" o. 168 24" 24" 30" 36" ROCK SLOPE PROTECT ... 8 % ... w ◄ "' ◄ ID ID ID 0 t 0 0 0 0 0 :,: 0 0 0 0 ... ... :,: :,: :,: :,: ~ w ... ... ... ... 0 "' w w w w "' ,. ,. "' w ... ::i ::i ,: w z ::i 0: 0 0 :,: u 0 0 ~ ... ... ... ... <> ~ ~ u N .J CY CY CY CY CY CY tlQill! PPC I. For mlnlrrun allowable class DESCRIPTION of RCP. see Standard Plan A62D HDPE CCR INTERIOR HDPE COR INTERIOR HOPE RP OR PVC RP 2. <N> Not a separate pay Item, HDPE CCR INTERIOR For Information only HDPE RP OR PVC RP HDPE CCR INTERIOR RCP Reinforced Concrete Pipe HDPE CCR INTERIOR HDPE CCR INTERIOR CSP Corruoated Steel Pipe PVC Poly Vlnyl Chlortde ALTERNATIVE PIPE TYPE A TYPE B RCP RG CSP ID "" u 0 z z 0 0 :,: :,: ... 0: ... ... 0 ◄ w ...... w • .J ,. zu ... "' .J --....... 0 d O"-00 u ..,_ .J • .... z "' V>O ,. w"' -0 u ., ;, ., ;, 0 "' ., ;, 0 "' ., 0 "' "' ., O.-< . a. ID ... -.J ., "' .J .. N N ,,, ,,, N ,,, ,,, ... "' .... ,,, a.u -u w CY LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF LF EA LEGEND DIST COUNTY ROUTE (Nl Not a separate pay Item <See note 2> 12 Oro 73 WI With HDPE Hl~h Density CCR Corruoated SSRP Steel Sptror PPC Plastlc Pipe RP Ribbed Pipe ;:, :z: z 0: .., "' ... ;:, 0: w ... 0: .J 0: .J z w .J w > 0 a. 0 u .. u a. 0 w ,. ... a. :,: §! w "' ... 0: u <> u X z. ., w ... 0 :,: 2 u FT FT EA LF LF 4. 8 Polyethelene Rib Pipe Culvert ENGN.ER PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705·5 ... .. w .J DESCRIPTION STATION ,w z ,. w "" V>-"' >-w O:W WO: ><> .JW ::,o u~ >-- %.J C) ->-0:::, 0 ...,. w-< V>.J .. .. .. 00 "NB' 978•00 SI 'Rt 0 z "' w z ... ... ... V> .J >-z a. V> ::, WO w w C>Z <> C) ... ... ... Z>-z z -w -<W ◄ ... 0:% 0: 0: OV> 0 0 312 0 ~e o a◄J~ ~u~:cu ...,.,1~2+~·+--t---+--:-~t---+--t---+;--t-t-+-+---,f-t-+-+-t-+-t--+--+-+-t----,f--t-+-+-t--J--+-+-t--t--t--+-+-t--J--t-+-+-t--l-.--crl--+-t--t--l---t::;--;..;,;~-------,r..,.,----;, .. ,;-:,;;;;jr.7;.,c--J---j;,.;-t--;~ ..., -r-:;12 c "NB" 981+0051'Rt uo 297 5. 6 I. 9 312 0 312 C ,. "' <> .. z i 0: w ... .. :g u i .. d .. u .. I 111 12 • 12 e 12 f 13 0 13 0 13 C 21 0 21 0 21 C 21 • 21 • SHEET TOTAL 1.9 0 0 5. 5 698 40 28.3 22.2 II. I 0 61, 6 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 103 0 0 0 0 0 5.6 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 "NB" 988•00 51 'Rt TERRACE DRAIN TERRACE DRAIN DRAIN INLET STRUCTURE SYS321 27•02 O' TRAP CHANNEL, B•6' TRANSITION ER. WALL CHANNEL I 0•00 O' .A.F, ENERGY DISSIPA SYS321 SHEET TOTAL FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 312 312 312 313 313 313 321 321 321 321 321 DRAINAGE QUANTITIES • e f 0 b C 0 0 C • • NOTE• This Pion Accurate For DrolnoQe Only. 0-I 04 ,.._t IOI ••••• .... •••••••• .. dQn•-,.c:••H•••••• .. •••H•• "-OT OAT[1 ••HH•y1"1-•••••• l"tN TA8t.£o ••-1--•• FOR REDUCED PLANS O 3 ORtGINAL SCALE IS IN INCHES L cu 12332 EA 102540 , C ... ► ~ ID C ... ... 0: ~ ... I-... .. 0: C X ~ , .. tr: .. 0 .. •---z a: .. 2 .., I-.. "' u C .. ... ., 0 d tr: .. .. u .. In • sB· t 949•63. 61 POT Bk <End Section 3. IJ ·sB· t 949•62.61 1 \ POT Ahd• <Begin Section 3,21 (t ROUTE 73 949•85.04 POT Bk• <End Sect I on 3. I J (. ROUTE 73 950•00 POT Ahd• <Begin Section 3.21 • NB' t. 949•9 I. 75 POT Bk• <End Sect I on 3. I > 0 NB' t. 950•32.52 POT Ahd !Begin Section 3.2> NOTE• This Plan Accurate / ·cc",:).·•·•·•·• ... •· ... . ... •· ,· .· ••••• ..... 4 i · .. • •• I \ .. _; ·t:~~,:_;.)····· ::. _:-- 6 ...•• / ..... .-"7 .......... . / .... • ......... • .. ·········•"•"'". ,..... (''\ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCH£'<:: ------ 2 ' . ......... ..................... ·-,,••·········• ... CKST COUNTY ROUTE 12 Oro 73 20.0 -22.0 /58 Z&t, REGISTER£~ ~us,!!ti, @) ~ .fl a,a 1, Ql!8llil '~ ~, No. '1U3' t-,:PL=A::;NS::c.,:APPR::.,:.:;0::cY:;;AL=.,:D:;A:.;T,:E _____ _.,1.,. bo.Jlllll». If-1- QR EI NE R, INC. .,.~'I" avo. @f 1241 EAST OYER ROAD, SUITE 250 Oft"-'' SANTA ANA, CALIFORNIA 92705-5605 ED-I lcu 12332 102540 (--- Q .. ► ~ m Q .. .. 0: ~ .. I-.. ◄ 0: Q .. I-◄ 0: "' 0 .. z a: C "' .., .... I-"' u Q !ll ... 0 d f C u .. I 111 ..... •·· '.,··.·.~·:::. ... -······· ........ •· ,, .. ·•••• ..... . .... •······· .................... •····· ·•••••••·· '••···· ........ ,.:.-i• ... ~::• . · ..... ·····~/·····::·:"" :· ·/i•.:_ .. '.:::,.'..:t···/ \ NOTE• This Pion Accurate For Edge Drainage Only. ,._, IOt •• .. • .. ••• .. •••••••dgn-c1111111111111111111 f'I.OT 0AT£t •• .. •••::,t-1..,.111111 !"CH TABt.lEt llpent.-,..11 ··• •................. -.. •,,,:::::::: ... '••, ··--..... FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES .. •·· .... •············ ... " ........... . ..... ····••••••• .... 2 ' --·----· DIST COUNTY ROUTE 12 Oro 73 Ltu..,er - REGISTEREoc:;._ ENGINEER PLANS APPROVAL. DATE GREINER, INC . 1241 EAST DYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92705-5605 " ::;;if c~1i!-!:i- .. 1'. ~;;;:,,.,..•-c··;;;:::;;J;/i!I tf.~:B~'.'( DRAIN PLANS FINAL SUBMITTAL MARCH 2 I , I 994 SECT ION 3. 2 SCALE• FA I' • 50' ED-2 • •--- • • >-.. el ~ ... a: ... ... ... ~ ,.. I 0 ... I!! > ... a: ... ... ... 0 >-.. 0 ... i 111 :::=:.:: .\.\._).,, .t/ / .... :t • _ ..... •··/ , .. -·•"'''''·•'" ~ Only, Edge Dralnone f \ DIST COUNTY 12 \ ,. ROuTE 73 ro'til1 20,0 - ~T TOTAL • T /t,,D zee, -:<:-, ___ ..... _ )\.<t:'.' ··>-. r·, r· :f, .... · ....... :\::-:, . . \.\:·.·.:·:.=.. .• ·.·.< .... \.· •• ·-•• • .·.\:\.-·::\.\-•• ,,, · .. /.. · :<: . \\C .. -.... .-.... ........... • • -•• __ ·---• \ __ ·-....... · .. _. .................... ·-. ·. ·. ·. ·, ·.:·,, .. : ··\·· .. ·.. ..a·:.····... ···--·-..:,: ••• :· •• :\.'.\.'.,'·.::.··' .. ·'· •. ·.···.···~··.: •••• __ :.::::·· ••• ·::;.r_\ .... ••••• ' ' ' ' " ' ,C.··.= •• : •• • •• • •• ·.••:::.· ... \-,;c\ ,\'\ '\' ' - . .·· .• ' •• •.· •. ·.:·'·•·'•'··. • . ·. ... \.···. . . . •. • • .. •.. •.• ••. • .. ".·· .. •. • • ··-r•-i~--1 .• _ .l .r - f/,k .,,\ t FOR REDUCED n~1r:1NAI ~c PL.ANS .. t>~;·::: _ .• ,~ .. ~f.·I·t.~J~ / / _.· .-· . \ f 1 -:i . :~ ·t• d"'~ ' ; f 2 ' ,,_\" ',. ,e/ ;.--;;;;;;;•" ·\\:··\\,\ ::\ ' ;'/, ! ,/r--" >!-'[:-<· ... '-::/--';//!//i /E! / • 't ?'.i~:·:•: ... '..·:::,·'..·j.« \ .... -.. :•-::.-::· . : ~ ..... ·- <t----~ \~: .. ~\-, -:-:•: .. ·1 ·-. ... 0 '.!. ....... + ---.. i~-~ -~-____ .... _./ -~~ / .· :·. i'---~--~- EDGE DRAIN SCALE• I' PL ANS • 50' ED-3 cu EA X 0 .. ► ~ .. 0 .. .. It ~ .. .. .. ◄ It 0 X "' "' 0 .. IC---z It .. 2 .. .. ,-VI u 0 Ill .. 0 d f .. u ,- I 111 NOTE• This Plan Accurate For Edoe Oratnooe Only. Extend Non-perforated Subdraln Pipe To Day I IQht At 2¾ (mlnlmunl ··•ai ;;/}t~;z;::r'"?~:::~· -"'"""' -,./\)};, ·····-... ____ _ .,,_').;-,,,~<~;.i.,&·/.c,c-~- : .. · FOR REDUCED PLAHS nR1r:1N.&1 ~ ~f'A1 ~ IC: !N ~l"'f-lF'C: 0 I -'- 2 I ' _I ··········• .... ··························• ......... . ···•-..... }1•~t:· .. •,,_. ........ ........ DIST COUNTY ROUTE 12 Ora 73 ENGN:ER PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 ·······•••••••••• 0 0 .:.··· + ,,, 0 0 <l >-of> EDGE DRAIN PLANS CII FINAL SUBMITTAL MARCH 21, 1994 SECTION 3, 2 SCALE• I• • SO' ED-4 0 .. >-~ m 0 .. .. a: !!! .. > I-.. ◄ a: 0 .. I-◄ 0 ' O>->-klm m ,_o ◄ .. 0 -'z .. ijg "' 0 .JCI> "' ◄kl :c 00 0 0: ... " .. z 0: .. 2 ... I-.. VI " 0 l!l ... 0 d f .. " .. I 111 NOTE• This Pion Accurate For EdQe Orolnooe Only. ,._, Ch, •••••••••••••••••••09nap-.eH•••••••••••••H•• Pl.OT DATI, ••HH•:,t'-•HH• l"lN TAIIILto Hp-w,t-H _ .. fr ( ! .· ir FOR REDUCED PLANS ORIGINAL SCALE IS N -.CHES • 2 ' DIST COUNTY ROUTE 12 Oro 73 ENGINEER PUNS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 250 SANTA ANA, CALIFORNIA 92705-5605 cu ···•••• ... •······ EDGE DRAIN FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 12332 SCALE• I• EA PLANS 50' ED-5 102540 Q "' .:-,.-£·. ~-••••••····· • ••••••••······· .:::: •••• ·.:· ... ••····-·············· ► !e Ill Q "' "' a:: !e "' I- "' ... a:: Q "' ·"x. 12-4---1 ::·:·_. ... I-,c ' era ra 1-Q ...... Q :lz"' u2 tj _,., "' ..,.., u:,; uo I 111 ·········•••••••••• NOTE• This Plan Accurate ~or Edoe Oralnooe Only. f"U IOt .. • .. ••••• .. •••••••~c•• .. •n•••••••••••• Pl.OT OAT~ HHH•:,,tt .... H•••• ~ TAaE> ••P4"t~ .. MA re \) .• ·• ~C..?·:····~·}::tI.'.·:·•~.:.:···:·: •. ,.::.i::,.;:.~.-•... ·:·:·:·.···::· ..... :·. • .,::::: ~.i :.-:::•.:< .. ·••••• ... •··•'"········· c;. . ........... •·:::; (D '1: ';' (.J ,.._ ,_"' ~~ i:! i://. ·:::_._._._..-:······· .. •·····" ....• •· ········ .......... •···· .. ••••• .····•••• .. ·· .... •···· ~ .. •········· ········••• ...• •··· .... •· V) ···•••• ................... .. ............ • -?? ,..· ..... • c~9. . ..• • .. ••• i'f ........ .. '•J ........ :·· \ ,.,~,:,·;1--f,bn.~J1 ... \·\"'•.:t"\"L\.'.\-.:r FOR REDUCED PLANS ORtGINAL SCALE IS IN INCHES -.... !,'.v ······························:,:.•······· 2 ' ............... ••••••••····· DIST COUNTY ROUTE 12 Oro 73 ha_,. REGISTERED ~ENGINEER PU.HS APPROVAL DATE GREINER, INC. POST TOTA 20.0 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5 Wetlands cu .............................. ······• ........ . FINAL SUBMITTAL MARCH 21, 1994 SECTION 3,2 1?13? ····• ... PLANS ·->·SIJ;#, •••· ..... . 10?540 l--- It .. Cl .. ~ 0: 2 ... I-,-Ill u 0 llj ... 0 d f .. u ,- I 111 ,/·:·<,· :,-:-1; .. '.--~·-·· ·-.·./ /-::•-/;'///" ,;• ----<~1;~4--:_.-)·--_.. .-. ~-.- <?-0, , .. •···., ,> ""· • ~~J' >~ ,,, NOTE• This Pion Accurate For Edge Drainage Only. ~I[ 0. ................... dQnapec .................. . ... OT OATt. HHHe:,t'-H•••• "1i:N T""'-IEo Hpen♦obll, .. .. ••·······•·•••• . ·1;f··::::::::: ••• ..•. :::· •••• :..:'.'.i:\::·:'.'.:::. ::,;:':''','::''.\::, .. :.'. ............. . ....... -••' DtST COUNTY T 'jC!ST~CT 12 Oro 73 20.0 -22.0 REGISTERED C,t ENGINEER PLANS APPROVAL DATE GREINER, INC. 1241 EAST OYER ROAD, SUITE 25 SANTA ANA, CALIFORNIA 92705-5605 .... -···••' .-.;..~ ... • .,.-•······ . ,.-··· -· -·· ,-,,i --:·. . • • ,1';.;:~-· ....... I ··:::··.·.~:.: :_;_;:::::::.··: .. ---;:if {f (1:; ,Jf .:f (;jy Jt · '~<< • I .... • ··,· ':: ··: ·:c .• f· .,.. • 1-.:G~,\;•·'':.~•·::·,··F·····························rr .1 /. ... ,.. ,.. .... ... , .. I :_r/ ,~,.J -, J'.·'········.•·· ······· I J/ r · •• ···r· 1 • • . .· 11: ~:. .+-H,, .,·1.•···· /\ •••••••••....... ~~~W ~ ! ,• // \'\_.,.,,"" I . •• ,'i,&;~(e{sub<;ll"OlriJ .... ,...~;/.f.r.•M.· .. ••. ··.: ...• ...-; . /: .. -········ .· .· ( ~ .... • ::;<ii::~\f i{i;i7::f f };.:~}flf'::.:. ••• •\:: ... ::: .. : .. :···: ..• ,.,. ·:······ //~~;.: ... •············ • ~ .• /,.,'.:j,i-o-!b,<_.,.; .. !·.~·:i,''..•· ... ,, .. ...-• ..• -.,,c:;.:·"'-:,:>·"'.'··· ••••••• EDGE DRAIN PLANS \> ..... · ..... ·::.:.;:.[ii¾~):'.f~,tE];_t~//(·(·::::'; •• :-:i;····:<··;<". \:.:.:;;711~;/ • ... FINAL SUBMITTAL SCALE• I' • SO' • 'C,,_-"--"'-....:J.......Jc.s:a:=.......<.'-'--'..::...C-""""'-C:.:.......c.C:..-=-""=-=-'-'='..C:...."""-..C....-="'-MARCH 21, 1994 ED - 7 Easement SECTION 3.2 FOR REDUCED PLANS O ' 3 ORIGINAL SCALE IS IN INCHES cu 12332 EA 102540 -· • •--- Q .. ► ~ ., Q .. .. 0: "' .. > .... .. ◄ 0: Q .. .... ◄ ;;► wm ~ ~e A sz -u!=? lS .JU) .. ◄kl OX uo 0: "' <> ◄ z ◄ 0: " "' .... .. Ill " 0 !I! ... 0 d 0: IL • " .. In . ,,, ' 0 u wz Z• JO LO :,: ♦ U"' I-,,, <0 :l;,,, "" .... "' Lt.I z -~;~;.. jt:;::::::: ,, .. ··•• -~--:..--... •····•"··· ...JO 0 :x: • U ID .... ,,, 40 -,; "' NOTE, This Plan Accurate For £doe Drolnooe Only. 'LE C>o .......... •••••••••dQl'lapec:•••• .. ••••••••••••• 'LOT DATE, .. •••••:,1-1,...tt•••• P£N TAlll..U eepen1'-te t-· .--:, ........ ...... DIST COUNTY ROOT£ 12 Oro 73 20.0 -22.0 REGISTERED Cl'A. ENCIEER PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD. SUITE 250 SANTA ANA. CALIFORNIA 92705-5605 ~!~ .... ••.......... ":~~~trr2~~11it~ :~~,: .,,1~~l~~~~~;;~J:f~~f:~~l~t~,{~,-, ~ ,, .. ·:.:"•';·... . .. ·· FOR REOUCED PLANS 0 2 ' ORIGINAL SCALE IS IN INCHES .. ••• ·• 104s·· • : • . .. •:.:· ..... >::::: •• ••. • _:... .... ::~ .. ~·: .. :.:::: .. •' ... ,• : :·. :·.:: .-.. _ ... •····.···· cu FINAL SUBMITTAL MARCH 21. 1994 SECTION 3.2 12332 SCALE• I• • 50' ED-8 EA 102540 0 "" ► ~ .. 0 "' "' a: "' "' > ... "' ◄ a: 0 "' ... ◄ ;,;► UICD ~ ... 0 ◄,., 0 -'z "' a2 ~ ..II/) "' ◄"' o"' 00 a: "' 0 ◄ z a: ◄ 2 ... ... ... VJ u 0 "' ... ., 0 d ,. .. ◄ 0 .. I 111 NOTE• This Pion Accurate For Edoe OrotnoQe Only. ,LI Clo ............. ••••••<1~c••••••••• .. •••••••• 1"1,.0T 04T[■ HHH•::,tlme•••••• PI.N U.1111..lo ••jMf'l+-H .. , ... :: ....... ::: •• -······ , ... ·::::: •• _.•.~-~;!~-----~-: -··::_.:.::.:\\~:; .. _::::::·:: .... '.:·::: •• ---:····· ·.·:·.-·.:1//\·:·:/i?''"' ····.·.::::.:::.\::::/i:::/\·p/\:::::::::::::i?S:}{i/\ ·········· ····· ······i·L:::.::::\,c::::········ ····· .......... . .. _._·::::::::::.-;: ....... . .. ::·:·:·:·~·-:::~.:,.·:·:': ·.-· -•. :.:.:.:-:-:::: . . • • • ••••• ••' -· ---~--~.~~~.·-.... ·: .. :?'!\'.: ··--;:;: :,-:·:: . .. --... :·.-.. _._._._._. .. :·:· .. •""\'. •;•,•w.•i• ..,,.i,J.;;•;){:);;;f:;'.1/~;•:· ··-.. ~,.::.._\.::.._"-e:-, ~4-l,-i.,....!,....J·' • .. ·:t:~~==j~~~~ -:·""t·~ .. ~ ... ,,:;:~~-:;;:,:;;1~,;:;:,;::::;;::t~,:,: .. ::,,..."",--::::.,..:;:..~c,::::~::;;_;-;:;;;:;;ii ······:::·- ••••··· ......... ............. ·.·:·.:·:·:·:·::.·.:-.~~ ·:.: ..... ............ • '::••= • ~----· • ••••••••• " .. ·.•.•.=.• .. ··.·.'.,',·',·'.,'.,',R·',·',t,:,:.W.·:.:·:::::;~;:::;~;:·.~.~} •• ···,,. -=:: ::::; ;: : =:=?~'.-~~~:_:_:_:_::_.'. -:~ ~::.: •.. ... ....... -· ,ct ............. ,,._. ................ . . ... .... . ::.:;;•,::··. . ... : »>n: ti :::~~:~::~:=rr~-~;.~··~·::;;;_,-.}/i:liL ····.-.:-:r=\t/ ?f/5\f ..................... : .. .-· ~ m~'ff :•:;}H:!~::·:: ::ii~::~: ••• ,.. • •• ,. •••• ...J :z: u 1- :i .. .... • FOR REDUCED PLANS ORIGINAL SCALE IS IN l«:HES ·······•·., ............................... . ~\!.:; ........ .......... :······ ............... . 0 2 ' ........... DtST COUNTY ROUTE 12 Oro 73 REGISTERED CIVI.. ENCINEER Pt.ANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-56 "SB' i 1054•19.74 POT Bk !End Section 3,2> 'SB" i 1054•02.75 POT Ahd <Beoln Section 3.3> ROUTE 73 1054•00 POT !End Section 3.2> CBeoin section 3.3> "NB" i 1053•87.49 POC Bk !End Sect! n 3,2> 'NB" i 1053•71,69 POC Ahd CBeoln Section 3.3> EDGE DRAIN cu FINAL SUBMITTAL MARCH 21, 1994 SECTION 3,2 12332 SCALE• I' • EA PLANS 50' ED-9 102540 :--- a: .. ~ z a: .. 2 .., ... .. "' u 0 ~ ... f d ., u .. I 111 NOTE• Thts Pion Accurate For Edoe Oro1nooe Only. , .... 0. ................ ,.,oor,..,_, ................. . "-OT OAT€> ••• .. ••::irtl-lHIH "li:fl TAtll.lb ,.,_tab19H FOR REDUCED Pl.ANS 0 2 ' ORtGINAL SCALE IS IN INCHES DIST COUNTY ROUTE POST Ml.ES T TA PRO.iECT 12 Oro 73 20,0 -22.0 REGISTERED CIVL ENON:EA PUNS APPROVAi. DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 · .... -- .!' .... ,.ro\~ ........ ; •• ,, ... ·_·.:,::.i.~.~~;~F.· .. ·-·.-_·:\~.".: •1lo· : .,OfJ: · ::: .. ,.:::::> ..... ::::::::i:::::.:i;::::::::Lji\i:.~;:;_ "· .......... , ... ,....... .. ·J" --::J:'-·7.: .. ·:·/':~.:' ... EDGE DRAIN SCALE• I • FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 cu 12332 EA '" --C-DO, , .. -.-.----=..:-~ 0 "' ..... . ' lf>O "'"' I-<( ... I-... ti} :c ti} ... ... ZuJ -II) -' :c u I-~ PLANS 50' ED-I I 102540 z 0 I-"' g -' SB ROUTE 73 EDGE DRAIN PLACEMENT SUMMARY ls I-"' I-v, 949•62.61 TO 951+55 TO 952•50 TO 953•45 TO 955•50 TO 957•50 TO 959•50 TO 961 •50 961•50 TO 963•50 TO 965•50 965•50 TO 967•60 TO 970•00 970•00 TO 972•00 TO 974•00 TO 975•90 975•90 TO 978•00 TO 979•50 TO 981 •00 981 •00 TO 982•60 TO 984•00 TO 986•00 986•00 0: uJ C, -' ~ V, EDGE DRAIN I-.I-... :,: uJ " 1------l -' 0: LF X 192 X 95 X 95 X 205 X 200 X 200 X 200 X 200 X 200 X 210 X 240 X 200 X 200 X 190 X 210 X 150 X 150 X 160 X 140 X 200 68 68 68 68 68 68 3" PLASTIC PIPE EDGE DRAIN <UNSLOTTED> OUTLET (0) VENT CLEANOUT IV> <CL> TYPE LF TYPE LF TYPE LF 0 0 D 0 D 0 0 0 D 0 0 0 D 30 2M 3 2M J 0 30 0 30 JM J 2M 3 JM 3 D 30 D 30 JM 3 2M 3 2M 3 D JO D 30 2M 3 2M 3 3M 3 0 30 0 30 2M 3 3M 3 z 0 I-"' u 0 -' SB ROUTE 73 <CONT. > EDGE DRAIN PLACEMENT SUMMARY z 0 I-"' I-v, TO 1023+00 TO 1023•85 TO 1024•55 1023•85 TO I 025•35 TO I 027•00 TO I 028•40 1028•40 1032•62 TO 1035•00 TO 1037•10 TO 1038•80 1038•80 TO 1041 •00 TO 1043•00 1043•00 TO 1045•00 TO 1047•15 TO 1049•00 TO I 051 •00 TO I 052•50 1052•50 TO 1054•15 1051•60 TO 1054•15 TO 1054•19. 74 1-... uJ -' X X X X X X 0: uJ C, -' ::, ~ V, 1-:,: " 0: X X X X X X X X X X X X X X X EDGE DRAIN LF 200 85 150 165 140 225 210 170 220 200 200 215 185 150 165 255 5 zo: ;8 .. 0: a.-' c~ ..... 3" PLASTIC PIPE EDGE DRAIN (UNSLOTTED> v,o:-VluJC, I---~---~---~ 01-!= OUTLET VENT CLEANOUT 5~ <OJ CV> <CU TYPE LF TYPE LF TYPE LF D 0 D 0 D 0 D 0 0 0 0 0 D 18 D 18 D 18 2M 3 D 35 D 35 71 F 4 2M 3 D 21 0 21 3M J 80 2M J 3M J 68 2M J D 20 D 20 2M 3 2M J JM J 68 0 17 D 17 C 15 D 0 0 0 TO 988•00 X 2M J MO DnlJTF 73 950•32.52 TO 950•90 X 58 D 0 0 0 TO 990•25 X 225 990•25 TO 992•00 X 175 TO 993•50 X 150 TO 994•80 X 130 TO 995•00 X 20 TO 995•13 X IJ 995• I J 996+61 X TO 997•00 X 39 TO 998•50 X 150 TO 1000•00 X 150 TO 1001 •50 X 150 1001•50 TO 1004•00 X 250 TO 1005•70 X 170 TO 1007•50 X 180 1007•50 111 TO 1009•50 X 200 TO 1011•25 X 175 TO 1013•00 X 175 1013•00 TO 1015•00 X TO 1017+00 X 200 1017+00 TO 1018•69 X 169 1018+69 TO 1021 •00 X 227 1021+00 NOTE, This Plan Accurate For Edoe Drainage Only. ,.._, IOt •••• .. ••••••• .. • .. •oor,-.:i,.c••••••••••••n••••• "-.OT !MYio IHH,1y"t'-HHII 1'1:N TA81.1E1 HpentableH 68 68 68 69 82 112 45 68 D 30 0 JO F 4 2M 3 2M J 0 0 D 0 0 0 0 0 3M 3 F 4 D 0 0 0 2M J 2M J 0 0 D 0 2M 3 D 0 D 0 3M 3 2M 3 0 0 0 0 JM 3 2M 3 0 0 0 0 JM J F 45 3M 3 FOR REDUCED PLANS O ORIGINAL SCALE tS IN INCHES 1 TO 952•50 TO 954•15 954• 15 TO 957•00 TO 958•50 958+50 TO 960• 10 TO 962•00 TO 964•00 964•00 TO 965•25 TO 967•85 TO 970•00 970•00 TO 972•00 TO 974•00 974•00 TO 975•70 TO 977•90 TO 979•00 979•00 TO 981•25 TO 982• I 0 TO 984•00 984•00 TO 986•00 I I 2 I ' I X X X X X X X X X X X X X X X X X X X 160 165 285 150 160 190 200 125 260 215 200 200 170 220 110 225 85 190 2M 3 0 0 D 0 56 0 0 D 0 3M 3 56 0 0 0 0 2M J 0 0 0 0 56 0 0 D 0 0 0 D 0 3M J 56 D 0 0 0 3M J 56 0 0 0 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0 0 0 3M J 56 0 0 0 0 DIST COUNTY ROuTE :>~T 10 • T C, "'"' a.>-_,_ a.0 12 Oro 73 20.0 -22.0 REGISTERED CfVIL E"IGINE.ER SHEET SUMMARY OF EDGE DRAIN QUANTITIES zo: /t.8 2158 -' uV>_ ;:Zu. V)-= :;81..1.. 0: a.-' o~ ..... 3" PLASTIC PIPE EDGE DRAIN IUNSLOTTEDl "'"' -'"' a.C> • uJ "'" C, uJ ~~o !------,~--~---~ 01-!= OUTLET VENT CLEANOUT fl!': (0) (Vl <CL> TYPE LF TYPE LF TYPE LF 13.763 596 D 261 0 309 2M 72 C 15 JM 51 F 57 SUBDRAIN PLACEMENT SUMMARY LOCATION i. 73 i. 73 £ 73 i. 73 Ii. 73 £ 73 £ NCO STATION PERFORATED PER~g~A TEO PIPE <LFl PIPE <LFl ©~©© 90' Lt 955+ 75-265, Lt 959•50 500 • 265' Lt 959•50-390' Lt 968•00 " I. 070 220' Rt 969•20-430' Lt 972•30 320' Rt 993•85-360' Lt 997•40 IJO' Lt 1008•75- 250' Lt 1013•55 5IO 50' Rt 1012•30· JOO 285' Rt 1012•00 70' Rt 203•00· 350' Rt 308• 70 530 815 815 20 20 20 20 20 20 TOTAL I, 940 2, 700 60 60 EDGE DRAIN QUANTITIES FINAL SUBMITTAL MARCH 2 I , I 994 SECTION 3.2 ED-12 102540 DIST COUNTY RCM.JTE ro';-'l.tr,m-ih ~~ ... ~2l~ 12 Oro 73 20.0 -22.0 lb't Z68 EDGE DRAIN PLACEMENT SUMMARY EDGE DRAIN PLACEMENT SUMMARY a~~· u u 0 , ... ESSIE!'!, a: -·c a: -"' t;;ww "' ~ww REGISTERED~ ENGaNEER ~ ~ C C _, -cco.:: za: 3' PLASTIC PIPE EDGE DRAIN _, ,c( Q.:: za: 3' PLASTIC PIPE EDGE DRAIN z z :::, _,_o ◄gLL. <UNSLOTTEDl z z :::, _,_o ;gt.,.. <UNSLOTTEOl ~ Ritt L DWJIN ~-e: 0 0 0 Q. Q. _, a: Q. _, 0 0 0 .... _, O:Q. _, ii 11o. t:17139 -).~ -:,: ~ -:,: ~ >--V> ;,, C"1 >--V> ;,, c~ ..... PLANS APPROVAL DATE « f,q, 12/31/95 "' ._ <( >-u-<( >- u <( V>O:-u <( v,o:::o GREINER INC. ~ CIYll ~ >-v,..,c >-0 V> EDGE ~~~ OUTLET VENT CLEANOUT 0 V> EDGE "'"'u OUTLET VENT CLEANOUT _, >-_, ~~--124 I EAST DYER ROAD, SU I TE 250 'l °' ,,.,, >-DRAIN (0) (Vl CCU >->-DRAIN (0) CV) (CU :,: u-:,: u-... (!) ... (!) SANTA ANA, CALIFORNIA 92705-5605 "' -"' -_, a: LF TYPE LF TYPE LF TYPE LF _, a: LF TYPE LF TYPE LF TYPE LF NB ROUTE 73 TO 987+80 X 180 0 0 0 0 RAMP •NCO-I' 1009•92 X F 15 <CONT, l TO 989•55 X 175 0 0 0 0 TO 1011 +05 X 113 0 0 0 0 0 989•55 56 TO 1012+50 X 145 0 0 2M 3 ... TO 992•00 X 245 2M 3 TO 1014+ 10 X 160 0 0 0 0 ► ~ m TO 993•30 X 130 0 0 0 0 TO 1016•00 X 190 2M 3 0 ... SHEET SUMMARY OF ... a: TO 994•25 X 95 0 0 0 0 TO 1017•30 X 130 0 0 0 0 EDGE DRAIN QUANTITIES ~ ... I-TO 994•39 X 14 3M 3 TO 1020•00 X 270 0 0 0 0 "' ◄ a: 0 994•39 56 TO 1020•75 X 75 0 0 0 0 0 ;:: 995•87 4 2M TO 1023•00 2M "'"' TO 998•00 X 213 F 3 X 225 0 0 3 ...... .~ -1-za: 3' PLASTIC PIPE EDGE DRAIN TO 1000•00 X 200 3M 3 TO 1025•00 X 200 2M 3 n.0 ;8u. <UNSLOTTEOl _, 1000•00 56 TO 1027•00 X 200 0 0 0 0 uV>_ a: Q. _, TO 1002•00 X 200 2M 3 TO 1028•50 X 150 2M 3 ;: i1.1.. ot: ..... v,-= V'>O::Q ' TO 1003•50 X 150 2M 3 TO 1029•60 X 110 0 0 0 0 <( <( "'"'u OUTLET VENT CLEANOUT _,a: O ► ► Q.C ~~--wm m TO 1005•25 X 175 0 32 0 32 1030•00 TO 1032•00 X 200 0 2 2M 3 (0) (VJ <CU '"'o u- ◄ ... 0 1005•25 56 TO 1034•40 X 240 0 0 0 0 . ~ :!3 ... "'c TYPE LF TYPE LF TYPE LF "' U-u TO 1007•50 X 225 2M 3 TO 1034•90 X 50 0 0 0 0 "' -Ill> ... ◄Id :,: TO 1009•90 X 240 3M 3 11, 792 872 0 117 0 121 2M 63 uo u 1009•90 89 C 30 3M 21 TO 1011 •00 X 110 0 29 0 29 RAMP 'NC0-3' 3023•25 X F 4 F 23 TO 1013•00 X 200 2M 3 TO 3025•00 X 175 0 0 0 0 a: TO 1015•00 X 200 3M 3 TO 3025•55 X 55 0 0 0 0 ,. 1015•00 56 TO 3026•00 X 45 D 0 0 0 <> .. z a: TO IOI 7•00 X 200 0 28 0 28 TO 3026•55 X 55 0 0 D 0 --.. "' "' TO 1018•50 X 150 2M 3 TO 3027•00 X 45 D 0 D 0 I-.. "' TO 1020•00 150 3M 3 TO 3027•50 X 50 D 0 D 0 u 0 X Ill ... 1020•00 56 TO 3028•00 X 50 D 0 D 0 0 d a: TO 1022•00 X 200 2M 3 TO 3028•50 X 50 0 0 D 0 .. .. TO 1024•00 X 200 D 28 D 28 TO 3029•00 X 50 0 0 D 0 u 1024•00 X D 0 TO 3031•50 X 250 2M 3 .. TO 1024•60 X 60 D 0 D 0 TO 3034•00 X 250 D 0 D 0 1024•60 56 TO 3036•50 X 250 D 0 D 0 TO 1026•00 X 2M 3 TO 3037•20 X 70 D 0 D 0 TO 1028•00 X 240 D 0 D 0 TO 3038•80 X 160 D 2 3M 3 TO 1030•00 X 200 D 0 D 0 TO 1030•15 X 15 3M 3 RAMP 'NC0-4' 4018•55 44 1030•15 60 4018•55 TO 4020•70 X 215 0 0 D 0 1033•85 X F 4 TO 4022•50 X 180 2M 3 TO 1037•00 X 300 0 0 0 0 TO 4025•00 X 230 0 0 D 0 1037•00 56 TO 4026•75 X 195 2M 3 TO 1039•25 X 225 2M 3 TO 4028•10 X 135 D 0 D 0 TO 1041•45 X 220 D 0 D 0 TO 4028•40 X 30 D 0 D 0 1041•45 56 TO 4028•65 X 25 D 0 D 0 TO 1044•30 X 285 D 0 D 0 TO 4030•50 X 185 D 0 0 0 TO 1046•80 X 250 D 0 D 0 TO 4032•10 X 160 0 0 1046•80 56 I TO 1048•00 X 120 1048•00 40 111 TO 1049•50 X 150 D 0 0 0 TO 1050•00 X 50 D 0 0 0 TO 1052•00 X 200 2M 3 1052•00 79 • TO 1053•80 X 230 D 0 D 0 EDGE DRAIN QUANTITIES 1051•60 TO 1053•00 X 140 C 30 2M 3 TO 1053•87.49 X 87 FINAL SUBMITTAL MARCH 21, 1994 ED-13 NOTE• This Plan Accurate For EdQe Orolno,;ie Only, SECTION 3,2 ,Lt l()o •••••••••••••••••••o,gn-••••Hee,eeelHIHI FOR REDUCED PLANS ? I 2 1 I cu I EA ""OT D-.TI:, ,111111y♦l-l&HII l"S:N T.t.klh llper>f"-11 OR1GINAL SCALE IS IN INCHES ' ' ' ' 12332 10?•40 --·- DIST COUNTY ROUTE l'OST~r\?. TOTAi CT ~T .~2!.~ • T EDGE DRAIN PLACEMENT SUMMARY EDGE DRAIN PLACEMENT SUMMARY 12 Oro 73 20,0 -22.0 /70 zetJ u -u 0 ~~ ... ,~ 0: -0 0: -REGtSTERED CIY._ ENGINEER .., :;;LLlw .., l'i;LLluJ '8,n I-CMIQIIN ~ 0 0 PLASTIC PIPE EDGE DRAIN -' <a.~ zo: 3' PLASTIC PIPE EDGE DRAIN -' ,c(Q.~ zo: 3' z ::, -'-o -o.._ IUNSLOTTEDl z z ::, -'-o :;J~u.. IUNSLOTTEDl 0 z 0 0. 0.-' ~t--J 0 0 0. 0.-' llij .._ m1l2 ~)i;; 0 :x: 0 :x: 0: 0.-' --Vl ~ OuJ_ --Vl ~ OuJ_ PLAHS APPROVAL DATE I-;,, I-;,, • Fxr IWWts • ~ .. I-u_ .. I-u_ u .. VlO:o u .. VlO:o GREINER, INC. ~~ 0 I-VluJu 0 I-EDGE VluJu OUTLET VENT CLEANOUT Vl EDGE 01-_ OUTLET VENT CLEANOUT Vl ~~----' I--' I-1241 EAST DYER ROAD, SUITE 250 or,.,_,, I-:x: DRAIN o:z (0) <V> ICU I-:x: DRAIN 10) IV) ICU ... " u-... " u-SANTA ANA, CALIFORNIA 92705-5605 .., -.., --' 0: LF TYPE LF TYPE LF TYPE LF -' 0: LF TYPE LF TYPE LF TYPE LF RAMP 'NCD-8' 8023•75 X F 4 8023•75 TO 8025•50 X 250 D 0 D 0 0 TO 8027•00 X 150 2M 3 "" TO 8029•00 X 200 D 0 D 0 ► ~ m TO 8031 •00 X 200 2M 3 0 "' SHEET SUMMARY OF "' er TO 8032•35 X 135 D 0 D 0 EDGE DRAIN QUANTITIES ~ "' I-TO 8033•00 X D 0 D 0 ill .. 0 8033•00 40 0 "' ..,.., I-8035•65 X F 4 o.t-PLASTIC PIPE EDGE DRAIN ~ -1-zo: 3' TO 8037•85 X 235 D 0 D 0 o.O :;81.1.. IUNSLOTTEDl -' TO 8038•50 X 65 D 0 D 0 uvi_ 0: 0.-' TO 8039•00 X 50 D 0 D 0 ;:it.,.. c~.-. II)-== VlO::Q ' TO 8039•50 X 50 D 0 D 0 .... VluJU OUTLET VENT CLEANOUT -'"' i~--O► >-o.O 10) IV) ICU Ulm m TO 8040•00 X 50 D 0 D 0 u-1-0 0 bo40•50 ,W :\!I' TO X 50 D 0 D 0 "'" UI 0 TYPE LF TYPE LF TYPE LF "' iJg u TO 8041 •00 X 50 D 0 D 0 w -'"' UI TO 8041•50 50 D 0 D 2, 185 40 D 0 D 0 2M 9 ..... :c X 0 uo u TO 8042•00 X 50 D 0 D 0 F 8 TO 8042•50 X 50 D 0 D 0 TO 8043•00 X 50 D 0 D 0 a: TO 8045•00 X 200 2M 3 ~ TO 8046•75 X 175 D 0 D 0 .. z a: TO 8048•00 X 125 D 0 D 0 -~ .., I- I-"' u 0 I'! ... 0 ..; 0: .. .. TOTAL SUMMARY OF u EDGE DRAIN QUANTITIES .. 0 ..,.., o.t-3' PLASTIC PIPE EDGE -1-zo: DRAIN o.0 :;81.1.. IUNSLOTTEDl -' uvi_ a: 0.-' ;::ZIJ.. c~ .... "' --' v,o:-.... -.,,..,o -'"' 01-~ OUTLET VENT CLEANOUT o.o o:z 10) IV) ICU u-. .., "'" TYPE LF 0 TYPE LF TYPE LF .., 27,740 I, 508 D 378 D 430 2M 144 C 0 C 45 3M 72 F 88 111 EDGE DRAIN QUANTITIES FINAL SUBMITTAL MARCH 21, 1994 ED-14 NOTE• This Plan Accurate For EdQe DralnoQe Only. SECTION 3.2 , .. , '°" ···················~··················· FOR REDUCED PLANS 0 ' ' , lcu I EA "-OT DATlit HHHt)'tl..,.ttHH l"tNTAIM..l:o Hpe,r,1'-tt ORIGINAL SCALE IS JN INCHES ' ' ' ' ' ' 12332 102540 ------------ --- ------------,_,_.., .. ---- . < 0 ~ ... ~ Q II! ... ., ... s: .. II! .. 0 ., .. .. ~ ' 0 ► ► wm m .. 0 0 .!11 ., 5" " U-u .,., ., ◄W :,: U0 u - ; ~ 0: .. 2 ., .. .. ig u ~ ... E ..; .. u .. I 111 TSP "NB" i 949•91.75 POT Bl<• <End Section 3. I> "NB' l 950•32.52 POT Ahd <Begin Section 3.2> "-1 IOI ................... ~ .................. . "-OT OATl:o •••••••7t ..... •••• 1"1111 TAkll .. pw.-t_ .. I . ..• .... •··· •.• ........ . ... •·· •' .• • ... •···••""""' ... • .. ·····'!"''''.:..... . ..... •······· ·\· .......... ················.. ! ... •····· ' l·.:::.::::· ..... ,:,,, .. ............ ........... r······:• J .. •············ ... ···•• ! •:.:· .. / .. ••········ ... •······· • • • • . 1':::··::. . ........ ~.:.i:::i.;;;;:·::· . ; Jr;·)',-, - / • .! r•:',,:,E ,.,,;'.'., "'":• _,,,;,;,:::-..-/.:.::>.~,(· ... /.. ... . .... .,. ........ ....... DfST COUNTY ROUTE rnW.1 T 12 I t)O 73 2p.0 22.0 l'11 z.ae., t. ··) J/ ..v J, .,. 1'!!!!ISS1 ~ ~ -rMIRMQ. J, !IJl§l~" W"" 11119 cJ.~ PLANS APPROVAL DATE ti ho MQGZ it - GREINER, INC. ~) CIVI.~ 1241 EAST DYER ROAD. SUITE 25D or c,1. !cu SANTA ANA. CALIFORNIA 92705-5605 •· .. -::················,.·· .. ·'.:• ... \ \ \ ' UTILITY PLAN SCALE• I" • 50' ,.,_ ... ,· ... U-1 .· i'ii 0 ·····\) 1ftL . · 1 /:::: :·)i:'.i}·;·\··.):!,:{,;·:·,·:·;.'.·:·?· 1 \\'.·:·······l·~ ( ){·:.::·•---! I ;r:\f( "' I!: .. , ___ z 0: .. ::, ... .. .. "' u 0 ~ ... f d .. u .. 111 PLI 0, ................... dQl'>ap•c••••••••••••••••Ht "-OT CIAT[o •••••••ytl,...111111 !"£N TAfll.[1 lla:,e,"11'_ .. ,.· ;, /::/ii \ '\\ '\ . .. i\(.::_;-.·_·_•.:.:.;.··;,'.·.·.:.lj i j // t::/· , ..... ·:, .......... · /··\ .. S\". ? :ii/: •• \ •• ///// • ~.4-::,i_•.D: { • \ ...... ,.·.· .. . '(l'f; ;; !·~ ,11/ll._ z/ !/ \>(::y<-..:--.=. ··:•-•_. '•\\'-. ·--.·-•... :. ___ ··.. ···\:\-:: ··-. ··,,'· •• ,..... ······•.''·"'···· \. y ·>'::>. <:\)._ -.___ .y .__ ·-•••• : •••• ,,?)iJ/··:.:: ....... : .... .. :\ \:\\ · .. ', \\; !';\ .. ,.,~\ '::::,, ! •. \ .\··-. ___ \ \_~\::-·-->~-·:} -. ·.·.,,·:•.·.·;·'.·.· .. \·\,.·.·.:.:;_· •... , .. ··.·,· .... · ... \\ • \\:_' \_\_ · ..• )<-:./\;/{\;\ -:, '• \_·\.:\-.... .. DIST COUNTY ROUTE POST T T P 12 Oro 73 20. 0 - PLANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705·5 ; ' . ( i\ -' '\ \ \(:;.~:~~;~;.~-~(~:.f•r"""'ailrri-"'""""C,'<>!"',-"",""~e;..\..,'~·~}~~,,·:,~·;~~\~- 1 "'--<;;;;,;_ :::i:':: ·························•i••···········: ( NOTE• This Pion Accurate For Utl I !ties Only. FOR REDUCED PLANS o"IQ1r,r"'ftl c::ra, ~ 1<. IN IN_f:1-WC:: 2 I ' I UTILITY FINAL SUBMITTAL MARCH 21 , I 994 SECTION 3.2 SCALE• I' PLAN • 50' CII !?332 EA 102540 U-3 :--- 0 "' ► ~ m 0 "' "' 0: "' "' > ... "' ◄ 0: 0 "' ... ◄ 0: ~ ~ 0:: .. ,. ... ... ... "' u 0 llj ... 0 d 0: .. " u ... I 111 FU IDo •• .. •••••••••••••••~-e• .. • .. ••••••••••••• P\.OT DAU:, •• .. ••ayH-•••••• P'S:N T,.._I, ••P4"1♦-•• NOTE• This Pion Accurate For Utt I I ties Only. FOR REDUCED PLANS O ' ' ORICINAL SCALE IS fN INCHES -._..,,· ... ··•., ......... •····•• ... . Easement . .•• •············)···• ........ . ........... \. DIST COUNTY ROUTE 12 Oro 73 20.0 -22.0 REGt$TERED PLANS APPROVAL. DATE GREINER, INC. 1241 EAST DYER ROAD. SUITE 2 SANTA ANA, CALIFORNIA 92105·5605 ··········••"··· .......... .......... UTILITY PLAN FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 cu 12332 SCALE, I" ' so· U-4 EA 102540 0 ... ► ~ m 0 ... ... "' ~ ... .. ... " a: 0 ... .. .. "' .. <> .. • z 0:: -.. 2 .., .. .. "' u 0 ~ ... "' d .. .. u .. • II ................................ :::::.... _.-,-,,_·. ····••""' .. :::::-.--~------............................ . ... •········:·:::..... • ...... ·--· ······•••• --------::..-:::::::~::~:.::.:::<:::::i::::::/:~jt~:i;i:::H'.:\;;,:;:/i·.·:':':,::::•:· .. :. ········••••• •• ,. _..,_. __ _ ·······•••••• ···•···•••• -···· , ... ....... __ .. -··············~ .......... .. ...... :,.-.,::-...... . ............... . ... -···· ·····•••••• Gos Recover NOTE, This Pion Accurate For Utl lltles Only. FOR REDUCED PUNS O 1 2 3 O~IN~l SG_AlE IS~ IN ~~S t,.._~_J,0 __ ~--~--_-_Cc_-~_= __ ~ __ PLANS APPROVAi. DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 S stems cu FINAL SUBMITTAL MARCH 15, 1994 SECT ION 3, 2 EA U-6 IC--- ·• 0 ... ,. ., .. > 0 II' ... ~ ... .. II' .. 0 ... .. .. cl,. wa> ~ '"o ..... 0 !:lz ~ uQ u _.., ... ..... :r uo u tr: ... " .. z 0: .. " ... .. .. ~ 0 l'l .. 0 d f .. 0 .. I 111 _...lLtl}:/ ,;•-.. ,:::-" \ ; \.)<~··/·,,,\,'"··. ••• .S-;-~,>-; /s,.~'[o•~~t~;/. ~ "'~4 /~ • / / "' -s.<" ,,/ ,, . ..---. • 0 './ ,F¼,8;.;:_ /;;~~ifi .:J// . ~ • , ... ··· ,.•·· ,,·,,· ., .. ::.'.i.'.~~~./ ,1c-~,, -, ... ···:·::r: .. ,•·······' . ...-</'.·>·· ;; • V ~ ' 11 ~ .,·· •. ,,•• ,, .• , ,1 ,,~:•'o \;;fief'.f•· -s, < ~ ~<" l"IL[ o, ••• .. ••••••••••••••~••• .. ••••••••••••H FOR REDUCED Pt.ANS P\.OT OAT[o ....... y'l'lme,eUtt PEN Tillet.£1 tti,,en-t-•t 0 I I _I 2 I ' I DIST COUNTY ROUTE 12 Ora 73 PLANS APPROVAL DATE GREINER, INC. POST MILES TOTA PROJECT 20.0 • 22.0 1241 EAST DYER ROAD, SUITE 25 SANTA ANA, CALIFORNIA 92705·5605 FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 cu 12332 EA 10254_9 _. __ U-7 :--- ► m Q "' ~ "' 0: "' I-.. 0: ~ .. z .. 2 I-u Ill 0 f .. u .. Q "' ~ ii' "' I-.. Q "' .... ... ~ ... .; II I C u z 0 "' ♦ ,,, ,,, 0 ,,, ... ,__ "' J,J z _, :c u ,__ ~ FL£ Cit •••••••••••••••••••~••••••••••••••••"• Pl.OT 0.1.T[o •••••••:,,+1-•••••• HN Tl.9L[, ttpel"I+-•• 0 0 + "' ,,, 0 ··•••• NOTE• This Pion Accurate For Utl II ties Only. FOR REDUCED PlANS 0 • ' _,.,,·_. __ PLAHS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 ·······•••••• 0 0 + ,-. .... 0 ... ,__ "' UTILITY PLAN cu FINAL SUBMITTAL MARCH 15, 1994 SECTION 3-2 SCALE• I" • 50' EA U-8 ' O ► ► wm m .. 0 ◄!l;I 0 "' ~c, " ~i:i u "' :c uo u 0 0 • ,-.. "' .... "' 0 ~ i a: .,c " ... I-... 1/) .. "' u 0 "l ... w z f d ..J "' ::c u .. u I-.,c :::i; 111 .. • ··•••• .. :.: ... _..~~~~;~r:\;{r):/·:::: .. :::)).i/:'}:>·i:i:.:.,,: .. '.._;;/;;·~hi." ............ ::·i::.•::·············:::··· ' \ . ..,,1 ; ••··· .... ••••· ······•·"·'········· ........................ ... ·····:: ............. . ...... :::·· . :~:;: . . ... NOTE• This Pion Accurate For Utl I I ties Only, FOR REDUCED PUNS 0 _J.._-_ ' - I ____ ! ' I ' I ............. DfST COI.NIITY PLAHS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE SANTA ANA, CALIFORNIA 92705-5 'SB' i 1054•19,74 POT Bk <End Section 3,2> 'SB" i 1054•02-75 POT Ahd <Begin Section 3.3> ROUTE 73 1054•00 POT <End Section 3,2l <Begin Section 3,3l Bk UTILITY PLAN FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 SCALE: I' = SO' •• U-9 ; ! 1---1--1 "' ... <> .. ' z 0: -.. 2 "' .... .. "' u 0 !!J ... 0 ..; f .. u .. X 111 X END WORK 181 +00 NOTE• This Pion Accurate For Utt I I ties Only. FOR REDUCED PLANS o 1 2 3 ORIGINAL SCALE IS IN INCHES L_ ______ r __ ,_t_ __ _t ___ J_ _____ l ____ _J DIST COUNTY ROuTE 12 Oro 73 20.0 -22.0 REGISTER£~ ENGINEER PUNS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD. SUITE 25 SANTA ANA, CALIFORNIA 92705-5605 87' L wW zW _v, _, :c u I-~ UTILITY PLAN FINAL SUBMITTAL MARCH 21, 1994 SECTION 3.2 CII 1?11? SCALE, I' , 50' U-I I X •- • .. ID 0 I ll! ; I i :I Ii .. i < 0 .. z 0 -... <C i ~ ~ 0 a: I!:! ., 0 .... .. ~ g; ffi ll. l:! M .,_u z 0: z <C 0: UJ 0: 0 Cl ... u <C MAJNTAJN TRAFFIC 1. Maintain Exist Two Vehicle Lanes In Each Direction On Newport Coos+ Dr 2. CI ose BI ke Lanes On Newport Coos+ Dr From Son Joaqu In HI I Is Rd To MacArthur Blvd. Convert Exist Striped Bike Lanes To Signed Bike Route. Remove Bike Lane Signs And Markings. CONSTRUCTION NOTES 1. 2, Rsrrove Al I Confllctlng Strlpee And Markings By Abrasive Blast Cleaning IAI I Sheets), Terrporary Rall Ing !Type Kl Shown on the Plans Is Required Only Where Needed to Meet the Requirements ot the General Special Provisions or standard Specifications Unless Indicated Otherwise on the Plane <Al I Sheets!. LEGEND ~ =New or Terrp Sign ~ = Exist Sign ""'81111 • Terrp Crash Cushion !See Also Detoll A -Sheet SC-51 ! • Borr I code -Type II I w • Direction of Traff lo and Nunber of Lanes In Use (300 Scale> => •Direction of Traffic (50 Scale) ~ • Const Area ~ • Terrp Const --• Terrp Rel I Ing -Type K (See Also Detal I A (Sheet SC-5) ond Const Note 2) --= Exist Roi I Ing -Type K (See Also Detal I A (Sheet SC-5J and Const Note 2> • = Terrp Channelizers (See Plan For Type) o = Exist Channel Tzars (See Plan For Type) CONSTRUCTION ACTIVITY 1 Construct NB Route 73 Main I Ina Sto 950-IOO To Sta 1054-IOO 2 construct SB Route 73 Main! Ina Sta 950-IOO To Sta 1035-IOO 3 Construct NB Route 73 Ne-.,,ort Coast Dr Overcross Ing 4 Construct SB Route 73 Ne-.port Coast Dr Overcross Ing 5 construct Rarrp NCD-8 Newport Coast Dr overcross Ing 6 Construct NB Off Rorrp at Ne-.,,ort Coost Or I NC0-1 l B Construct SB On Rarrp at Ne-.port Coast Or I NCD---4 l To Sta 4028-IOO g Construct NB On Rarrp at Ne-.port Coast Or C NCD-8 l O Construct Terrp AC Pavement In The Median Of Exist Ne-.port Coast Or Sta 179~5 To Sta 197-IOO § Construct Terrp Widening ot Exist Newport Coast Dr Construct Tsrrp Rarrp From NB Route 73 Malnllne To NCD-1 Construct New Ne-.port Coast Dr from Ex! st Newport Coast Dr to North Limits ot Work. @ Construct Terrp AC In the Median ot New Newport Coast Dr from Exist Newport Coast Dr to Sta 199+30 @ Construct Widening In Median Of Ne-.port Coast Dr From Sta 158+74 Ta Sta 189-1{)5, FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 FOR REDUCED PLANS 0 • 3 RllU1E 12 Ora 73 =-\.l REOJBTERED C ER PLANB APPROVAL DATE lkrl<n-Aaotoa, Aaaoalat.., Inc. Two Venture, Sulte 550 Irvine, Cal1Torn1a 92718 STAGE l INDEX sc-,o ST AGE CONSTRUCTION STAGE 1 SCALE• 1" • 300' SC-1 •- • "' I .. u .. .., i <( u ... z 0 H ,- IC Ul ,- Ill 0 ... c5 ~ ls ffi 0. ClH U, HU z 0:: z <C 0:: Ul 0:: 0 C) ... u (C MAINTAIN TRAFFIC 1, Maintain Two Vehlole Lanes In Each Direction And Signed Bike Routes On Rea I I gned Newport Coast or, l'LE DI ,/11r:vta;t,a,:,i,:ta01.-.......,3Blllelll.at,t PLOT DA~ •·WM-18114 13<J.l!I P1!:N TM!LEI htJtf,p.n CONSTRUCTION ACIIYIIX 1 Continue Constructing NB Route 73 Malnllne Sta. 950-+00 To Sta 1054-+00 2 Continue Constructing SB Route 73 Molnl Ina Sta 950-+00 To Sta 1035-+00 3 Continue Constructing NB Route 73 Newport Coast Dr Overcroeslng 4 Continue Constructing SB Route 73 Newport Coast Dr Dvercrosslng 5 Cont I nue Construct I ng Rarrp NCD-8 Newport Coast Dr Overoroes Ing 6 Continue constructing NB □ff Rarrp At Newport coast Dr INCD-1 l 8 Construct SB On Rarrp At Newport Coast Or I NC0--4 l 9 Continue Constructing NB On Rarrp At Newport Coast Or INC0-81 Continue Constructing Terrp Rarrp From NB Route 73 Mainline To NC0-1 Construct New Newport Coast Or From Real lgned Exist Newport Coast Or to North Limits of Work @ Construct Terrp AC In The Median Of New Newport Coast Dr From Raallgnad Exist Newport Coost Dr to Sta 199+30 FINAL SUBMITTAL For Legend See Sheet SC-1 FOR REDUCED Pl-HIS a 3 MARCH 15, 1994 SECTION 3,2 J8T COl.NTY ROUTE 12 Ora 73 =--1.l PLANS ~PROYAL -Aoaocl_, Inc, Two Verrture, Suite 550 Irvine. Callfcrnla 92718 STAGE 2 INDEX ST AGE CONSTRUCTION STAGE 2 SCALE: 111 • 300' SC-2 0 iii Ill > 0 ... Ill "' ... > ~ II! 0 ... ~ 0 ... Elili ... m ~0 El ....... ::,Z li oe ""' !I! ol!! 0 0: Id ·•-I "' :I ~ .. Ill u llj ... 0 .,; 0: .. C 0 .. • • MAINTAIN TRAFFIC 1, Molntaln Exist Two Vehicle Lones In Each Direction and Signed Bike Routes on Exist Newport Coast Dr IS/D Sta 188-+00l and on the Northbound Side of the New Newport Coast Dr !Sta 188+-00 to Sta 196-+00l, 2. Maintain Two Vehlole Lanes and Signed Bike Route on 11NCD-8 11 • 3, Maintain Twc Vehicle Lanes and Signed Bike Route on Route 73 Malnllne (Sta 1030-+00 to Sta 1054-1-00 J, on the Tenporary Ranp. and on 'NCD-1 ". \ \ ,, .... ff ()_ '· '? % CONSTRUCTION ACTIVITY G) Continue Constructing NB Route 73 Malnllne Sta 950-+00 to Sta 1025-+00 @ Continue Constructing SB Route 73 Malnllne Sta 950-KlO to Sta 1025-KlO. Construct SB Route 73 Mainline Sta 1035-+00 to 1054-KlO i Construct NB Off Ran-., at Newport Coast Dr I NCD-1 J Construct SB Off Reill) at Newport Coast Dr INCD-3l Construct New Newport Coast Dr SB Segment From Exist Newport Coast Dr to Sta 195-+00 ,bv.••• ......... •-•'"""' .. ••• (2) I 21 For Legend See Sheet SC-1 FOR REDUCED PLANS 0 • FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 IST ca.N1Y RClJTii POST MIL.28 SHEET TOTM.. TOTAL PRO.ECT NJ. SHiETiil 12 Ora 73 19.99-21.96 1 Bl 288 =-1.l PUINB APPROVAL DATE Bcrta,,\scmai Aaaoolotu, Inc. T'WO Venture, Suite 550 lrvtne, Caltfornta 92718 STAGE 3 INDEX sc-22 ST AGE CONSTRUCTION STAGE 3 SCALE• 1" • 300' SC-3 ,-- " ~ Iii " ~ Ill "' .., :. ~ II! " X ~ " ... :;i~ ► ~" m " ..... !:! ::,Z <>" u 'l!iil 'i! u:!! u • • Const Area TW TW Place Tel!l) Rall Ing CType Kl At Exist EP Matntoln Draine a Patterns Shld a a TW ft Shld S' 12' 12' 12' 5' Q. UI Shld 5' 0.. UI TW a 32' Q. UI SECTION A-A !Sta 158+70 to Sta 185+97> Exist NEWPORT COAST DR IND Scale) Join Exist EP Elevatlon Const Area Place Tel!l) Rall In~ (Ty~e Kl At Exlet P Malnta n Drolna e Patterns TW a 12' 12' 32' 0. 0. UI UI SECTION C-C Join Exist (Sta EP Elev 191+16 to Start of Exist Asph Median> Exist NEWPORT COAST DR CNo Scale) Place Tenp Roi I Ing !Type Kl 1' Fr001 Right Edgellne Maintain Drainage Patterns Const Area Const Area 0.. UJ Var TW ;;;------TW TW a a ft 12 1 12' 12' 12' 24' 27' SECTION F-F !Sta 186+44 To End Of Telfl) Striping) Exist NEWPORT COAST DR <No Scale) Place Telfl) Roi I Ing (Type Kl At EP Maintain Drainage Patterns TW a 12' TW • 12' 56' SECTION 1-1 16' 1037+79 To Sta 1046+98 l NB ROUTE 73 (No Scale> 1 O' Q._ UI Const Area Const Area Place Tel!l) Ralllng (Type K) At Exist EP Malntoln Drotna e Patterns TW TW ft ft Shld 12' 5' Var ! 0.. UI 6'1 Q. UI 0.. UI SECTION B-B (Sto 185+91 To Sta 191+161 Exist NEWPORT COAST DR (No Scale) TW Place Tel!l) Roll Ing !Type Kl At Exist EP Maintain Draine a Patterns TW TW 0.. UI Join Exist EP Elev Const Area Shld a a ft 0. UI 8' 12' 12' 12' 12' B' 32' 4' 32' 0.. UI SECTION D-D Exist NEWPORT COAST DR !No Scale> Ca,st Area TW-TW----;:;; a I ft Place Telfl) Railing !Type Kl 1' froo, RiQht Edgeline Maintain Dro,nage Patterns TW ft 12' 12' 12' 27' 24' SECTION G-G (Sta 187+74 To Sta 195+001 New NEWPORT COAST DR (No Scale) Q._ UI Place TSlfl) Rail Ing !Type Kl at EP Maintain Drainage Patterns rn 4 12' I TW a 12' I 16' 46' Var SECTION J-J TW ft 12' I TW ft 12' Var I Vor 0. UI (Sta 1047+98 To Sta 1051+91 > NB ROUTE 73 (No Scale) NOTE: Const Excavation Shall Remln 2' From Back of Telfl) Rall Ing !Type Kl F"OR REDUCED PL.ANS 0 2 IST CDLNTY ...,,.. 12 Ora 73 =-~ Pl.ANS APPROVAL DflilE lkrton--Aachmn Aaaocloi1111. Inc. Two Venture, Suite 550 Irvine, Callfornla 92718 Place Telfl) Ral ling (Type Kl 1' froo, Right Edge I Ina Maintain Drainage Patterns Const Area Q._ UI TW Shld 8 Var 12' TW a 12' Var Var 12' SECTION E-E !Sta 183-+58 To Sta 186+441 Exist NEWPORT COAST DR (No Scale) 12' Place Telfl) Railing (Type Kl At EP Maintain Drainage Patterns TW TW a a Shld 4' 14' 14' 4' 36' Q._ 0. w UI SECTION H-H !Sta 1031+27 NB ROUTE 73 Ta Sta 1030+85 NCD-1 l Telfl) Off Ralfl) a. UI INo Scalsl Place Ten-p Railing !Type Kl at EP Maintain Dralna e Patterns TW a TW 8 TW ft TW ft 6' 12' 12' 12' 12' Vo 30' 8' 30' (Sta SECTION K-K 1051+91 To Sto 1054+□01 NB ROUTE 73 (No scale) Q._ UI ST AGE CONSTRUCTION TYPICAL CROSS SECTIONS FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 SC-4 • • •- X • Cl 1,; .i > Cl ll! ... .. ... s; ~ ll! ~ ... 1;11,; >-.. ~~ El asi i ~ .. ~ ul!I a: ., I a: " ... .. § u "l ... 0 13 a: .. < 0 .. 500' F'Lli: Dl~•Jt/ao!......,~ PLOT DATD 18-IUR-1CMl-4 D9I09 PDI T-.&:• half-,, Sta 157-120 Be Te S rip ng/Trans 4 Type P(Ll Tenp Ralllna (Type Kl ~ A__ J _--1,. __ L.--=-=::=-.::==.::o;;:::::=G, :..=-.,----_-_-_-_-_-_--~ ... .,,,. 2'8"1 -, •• 100' 250' Vories 60' -:; - - J - - - - - - - - - - - - - - - - - - - - - - - *Bury End of Tenp Roi I Ing <Typo K 1. See Above DETAIL A !No soalel ; (]) li 120' 250' Varies 60' ~-~&:j -"!: -.. - - - - - - - - - - - - - - - - - - - - - - - - ,..No Crash Cushions Needed Alternative to Tenp Crash cushions As Depicted on Sheets sc~ -sc-22 Sta 158+70 End Trans Beg Tenp Rall Ing !Type Kl Sta 158+1 o Be <Type KI For Legend See Sheet SC-1 FOR REDUCED PLANS o ••• ~A-,.-~••--' Detal I 25 FINAL SUBMITTAL MARCH 15, 1993 SECTION 3.2 19T C0U<TY ROUTE 12 Ora 73 =-1.l PI...MS APPROVAL DATE Bcrt~Aadlm Auoclatu, Inc• Two venture, Suite 550 Irvine, Callfcrnla 92718 = ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCAL..E1 111 -501 SC-5 ,.., ' ~ ,..,,.,,..,.., • •- • ~ fl ~ II! !c 0 ... 0)-"'m !c<> al "-"' ol!! E I 2 .. 0 .. ., ~ .. .. 0 .. z 0 M 0 Ill s II! "' !c 0 >-m I a: w ... t'l ... ,,; ~cc U> 0 0 UJ ll.. C M (/J Mt) z a: z 12 Iii l!l I-u ([ n..E 1)1 har3/W!lhJ!'H01~L1'3tOMl9.aM PLOT DAW 'ID-MM--111-M t711Z ~ THI.El hatf,_ = 0 NEWPORT 0 LIIZ z= -...JO :c~ 00 1-r-..: ..... :::i;: ..: I-VI Data! I 27B Detar 1 25 Detar 1 27B Detar I 9 For Legend See Sheet SC-1 F'OR REDUCED PLANS • • 3 ) ED F :: :: :: :: :: :: :: : DRIVE I8T COUNTY ROUTE 12 Ora 73 PLANS APPROVAL DATE BIT!m-,lsdllal -lolM, Inc, Two Venture. SutTe 550 lrvlne. California 92718 ·:. ·:. ·.: ,. ·: :: ·.: •' •' = -...JO :c~ .,_ "' .. u-,., ,.,,_ o...- 1-CO ..:..-:::a;: -·_· __ ::.1::f.E..l..~{,~. ~----~-... :.:-... :: ... '"': ... ~-... :..:.: .. -:-: ... :-:: .. ;;: ... :=: .. FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 ..: I- V) ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALE: 111 • so• SC-6 • •- • • ' fl~ ~o _,~ ~i!I 00 "' v i :a .. u .. i C u .. z 0 H fl ~ ... .. ~ 0 li 0 ~ :c 0 a, ~ ... .; i 2i ffi n.c -.,_ lJ za: z <C a: UJ a: 0 "' I-lJ <C " Q w[i ~ .. .... ...... 0 iS~ ,-;;,"" Ct) ~ ... Detal I 25 Te e K Sta 185-¥.37 Beg Ten-p Rall ng (Type Kl Beg Ten-p Const / Sta 191+16 End Ten-p Roi I Ing ( Type K J r-e7 , End Terrp Const COAST DRIVE Type PCR) Arrey 'TI, Far Legend See Sheet SC-1 FOR REDUCED PLANS D 2 3 ,..,...,,,,.. ,~ "' ···-··--' ' IIT COUNTY '""'"' 12 Ora 73 =-~ REOl8TERED C R POST Nll.E6 TOTAL PRO.ECT 19.99-21.96 £SS N,, 37R§ PL!Wl APPROVAL DATE • Elp 3-3H7 1-c-===""'--,--=,--~ a~ ~ Bcrta'l-Motllm Aal001atall, Jna. Two Ventura. Suite 550 Jrvtne. Cal1fa"'nla 9ZT18 Sta 191+16 Beg Ten-p Rall Ing !Type Kl FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALE• 1" -50' SC-7 0: .. •-I 2 .. ~ II: <( " .. • • IC § ... .; Detol I 27B Detal I 25 R=2100' IT <?c-r ,~f', / .,,,; f'o 0.,, ,._, . 'v'/ ....... g ,,/' ,> ... ~ ,.,.,, .-· \ .,./ .. ,.. . ..-: ,/7' .,, .. / .,f'-1t."• _,,. _...--:::>· ,-' / . .:,~~ /'/ --~--::-..-;---3/ / ,;. ·" -· For Legend See Sheet SC-1 FOR REDUCED PLANS ; ) $ li FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 I8T COUNTY ROUTE 12 Oro 73 =-1.l PLANS APPROVAL DATE Bcrtm-AICfflQl AAoclofu, JR:, Two Venture, Sutte 550 Irvine. Callfcrnla 92118 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALEi 111 -50' SC-8 • 0 t I 0 .. Ill "' .. > ~ II! • ~ 0 ' l';lt >-., -3~ a Jc, " U-0 ;ii"' !I! ul!I 0 "' .. •-! a: ,. bl .. ~ u llj ... 0 .,; 0: L C u .. • • ---p -------------'".S!ll....lu'.l\'.. r------ For Legend See Sheet SC-1 FOR REDUCED PLANS 3 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 IS.T COt.MY RllUIE 12 Ora 73 =-1.l PIEO[BTERED CI ... PLANB APPROWIL ORTE lkrt<ln-Aedmrl ANocl_, Inc, Tw Venture, Suite 550 Irvine, Callfornra 92718 ------- ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 SCALE: 111 • 50' SC-9 • • • • ~ C Ill > II! ~ C .... e~ s~ 6!2 .!"' ol!! ~ -1-<C l- C ' II! ... ~ C >-m ~ () !I! () a: a: "' 0 0 UJ 0.. C -u,-u i ~ 15 a: 00 1-U<C FUi. .,. /11~)1/;nQ/._..,32.0Mlto..ftt PLOT DAT£< 'll't--lUiR--'19!M-f71.1!., PI.N TMll. t;'l '°"'"""" ,., ,.... -------------Pr:92 _Blll-------------------- Sta 1054+-00 End TelTl) Ra! I Ing (Type K J •~s,,f ~ : ; :~ ::_.•:~\~/ , i'. i .•• i :: •• --- ··-· j-.",'•,•.: ••••••••••• •••••••• •• •• •• •• st R/W ------...er:'lll.llLL--------------------- For Legend Sae Sheet SC-1 FOR REDUCED PLANS 500' 500' ' -~ c11• c,a* MILES J 1 C13* •NOTE: IBT COUNTY R<lITT'. 12 Ora 73 PLANS APPROVIW.. DATE B~ A8ooolateo, Inc. Two Venttre, SutTe 550 lrvtrn,. CallfQ-nla 92118 These Signs Are Required Only If Construction Has Not Been Started North □T Sta 1054+-00 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 1 FINAL SUBMITTAL SCALE• 1" • 50' MARCH 15, 1994 SECTION 3,2 SC-1O 0: .. i ,_ i '" l:i .. ... fi! .. C 0 .. • ' IC IU i c:i Exist C18 Previous 5tageJ Exist C11(2 MIies! (Previous Stage> Exist C13 FOR REDUCED PLANS For Legend See Sheet SC-1 0 2 • ) ED E FINAL SUBMITTAL MARCH 15, 1993 SECTION 3.2 IIIT COi.MY ROI/TE 12 Ora 73 PLANS APPROVAL DATE Bcrtcn-Aachtul Auocfatee:, ll'ICI, Two Venture, SuTte 550 Irvine, Callfornla 92718 = ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE• 1" • 50' SC-11 , ..... i :I I; w i ~ • a: ... ... l!l ... 0 = ..J :z:: u I-i FOR REDUCED PLANS For Legend See Sheet SC-1 0 ' • ' Detar I 9 3 ' , -ED li ·: :: :: :: :: :: :: .:::::::. ·:. ·-•• --. Detai I 27B 0 ., '+ C: a, 0 ,-. L -I- 0 "' +-0) en "' DIST CCUfl'Y NlUTE 12 Ora 73 =--w PLANS APPROVAL DATE lkrh>n-Aachncr1 Aaaooloteo, Ina, Two Venture, Suite 550 rrvlne, California 92718 = 0 u ~ Surface Mounted Channelizers t! 50 Spac I ng ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 FINAL SUBMITTAL SCALE, 1" • 50' MARCH 15, 1994 SECTION 3,2 SC-12 • ► m 0 ! EXIST S-trlplng !Previous S-tagel ff .... -.J ii i.::. ~ •• ~-~--~·•. Oetal I Surface Mounted Channa I I zers C! 50' epaotng J? .,, Detal 1 9 190+97 End 4060'R Beg 2000'R NEWPORT COAST ;..::··············:::~ .... ..... • . ········ -+" ···.:.: •• ":...:.·. ·.::.·. ·:..:.· ·-?. ··.:..:;•. ·:...:..• -·-·. ·-:....e::-. -.,, ...... ·.:..:·-• ...:.· •• -~·. ··.:...: •• -.. :: •• ::..--·:.:: ••••••• '..:+- For Legend See Sheet SC-1 FOR REDUCED PL~S 0 2 ' ' FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 DIST COUNTY 12 Ora 73 REOIBlERED C ER PLMS APPROVAL 1:MTE Bcrton-i\somm Aa:aoolatee, tno, Two Venture. SUITa 550 Jrvlne, Callfornta 92118 Sta 194-+54 End 2000'R ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE• 1" • 50' SC-13 • C ~ Ill > C .. I "' ... II! ~ • .. ~ C .... C► >-..... m ~a ~ -'z =>c, U-u .!"' ~ ul!! Detal I 9 0: ... !i ·-i I " .. u llj IL D • 0: "' .. C u .. • • Join Exist (Prevro Te For Legend See Sheet SC-1 FOR REDUCED PLANS 0 2 ED I FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 DUn' COLNTY """" 12 Ora 73 PUWS APPROVAL DATE Bcrton-Aechlal AlloolatM, Inc, Two Venture. Suite 550 Irvine, California 92718 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCAL.Es 111 • 501 SC-14 X • X ?i -1-<C l-a: a: ., oow Q. CM 1/) MU I i& ffi a: l3 Cl I-u <C ~ t!:_op R./'11 - ----- Dt8T COLNTY """"' 12 Ora 73 Pl.MB APPROVAL DATE B<rtan-Aach1u, Auaal_, fr», Two Venture, Suite 550 Irvine, Call-f<rnla 92718 Lu I-::, 0 a: <( I- V) r------Pr-opRiw----------------- 1 For Legend sea Sheet sc-1 FOR REDUCED PLANS O """~' r ,,.. "' ,,,,._,,,...,. 1 2 ' 3 ' FINAL SUBMITTAL MARCH 15,1994 SECTION 3,2 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE1 111 • 501 SC-15 ' •- • • 0 ► Ill m s; I II! .. > ~ ii! ~ a ... 0>->-wm m ~a I ~i U-.!"' ui!I It. ... I a: ::a "' .. § u l<j IL a .,; .. .. C u .. i'i -le l-a: a: "' 0 0 UJ 0. C -., -u ~~I -0: I-V) LL] z ..J :i::: u 1- -0: ::E ---------"fl -----ProP RI -------------- ••••·· Exl st R/W --------- _,..--------------- ---- - - - --PrQpR/w---- For Legend See Sheet SC-1 FOR REDUCED PLANS o ,....,.,._ •• ,..1~1 c,-,-~I IC" I~ IP ,.,,...,n:-·c,-l 2 ' 3 ' 500' DIST COl.NTY 12 Oro =-1.l RmlST&RED C PL.AH8 APPROVAL R0U1E 73 POST MlU.::8 TOTAL PROJECT 19.99-21.96 Bcrt~Asdl!m Aasoolatts, Inc. Two Venture, Suite 550 Irvine, Callfcrnla 92718 \Exist C18• <Previous Stage! Exist C1112Il1' (Previous Stage) Exist C13l1' <Previous Stage) l1' NOTEI These Signs Are Required Only If Construot1on Has Not Been Started North Of Sta 1054+00 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 2 SCALE: 1" • 501 SC-16 •- I • ,.. m " I "' I i :I .. u "' i ~ .. is -1-([ I- ffi rn 0 ... .; ~ @i ffi a.c-in-u za:z ([ a: w a: 0 (!) I-u ([ ; $r Exist C18 1ST COU<TY A0UTE POST MILES IIIHEET 1VTM. TOTAL PRO..ECT ND. lltEElS 12 Ora 73 19.99-21.96 \ 'i 5 ZN'> =-1.l REGISTERED C Pt.ANS APPROVAL DAlE llcrh:rt-,\&otn Aaaoolalea, !no. Two Ventura. SUlte 550 Irvine. Caltfon,Ta 92718 ~rev 1 ous ~Toge > Exist C11(2 MILES) !Previous stage> Exist C13 P vlous Stage) ~= Exist Strfnfnn _ o < Prev I ous S-rage J1 oU ~ <~ .~. C : ~ ~f;.'_.:.• _':;_·;:···:;_~:,;-_:_c;··:;'_;.:··~:.·;:;··;;-~~~'..;.::~: .:;c;~;;·.:~.·;':-: :_"'.'."!"'!."'.if.:~::.::~_:_~: :~:-o:~a,,:··~-:~_:~_:_~:"':::"::~_:_':-: ::'. _:~:_~. :"::."':-·~-~~'.-:-:_": :f._:_"'.:':_:-:-: ~;_;_ :~:':': ;;:~:e'.c'~~;;·:,.~": ::-:_:-:-: _~: :~:~·. :~~~::':_::-::"~;-: -"'~:;-'· :_,.o:-o:.':': -~-~;_;:.;-:_·:-:: ::,::;-::":_~' °'~'":'._'?:·:>: ~~·~-:~.:.;.~e': :"'_:.c:';t::c'·_:':~"::c':~:~. :~~f: :=--.. ~: ::-:_:_":-'. .~:_=c:_ :_"'":~~~-.c:~"· :~:.1.::~ l..• \t.:~:·_':''. ;c: ~"_:-"~":·:c.;:_":"-:__"-: ":_:":_.:.:.c.: :c;.:,>~';:·.-':"-:·:._~c:•:'-:_·": :.:_:_ .. : _"':"":_": :":""_:-":~":.-'_!7'.::",~.!.'. "':_-":_--:'-: :"-_:ea· ~;.;:-':"':•·:._~,a'..,_:_"::"-~"::_"':""'._-': :":'":"::o.•:.:~:.:•:-'-~"~ ::.:_:·,:,:~"."'" .. ":_ :"~'-''."::":·:".:.-'-i:"~·-s.:il: ~ ~ Vlr--- ....I 0 8 ~ 160+00 • • • ~ 165+00 170 ~ * I • 0 < ~ ..... -·· -·· -· -- - - -· -· -- - - - - -· -· -- - - - - - - -· -· -· """ -·Ir ---------· ---· ---· ---· -· ---· ---· --a::;,, t--,._ 1,,--s-"01.-.0-,-i---5 ~ .. oo-~-o1 ;'.';, ',.·.·.'' .-.-.·,.·.·.' ,-.·.'' ""····· '' .·' ••••••••• ', ••• , .·.··" '' ••••• ·.·.'' .-.-.·.·. ,.·. ',. ''"" '' .·.·.'' •• .-., .·.•. '' .·.·.,·.·.·. ', .·.·.' ,-.·. "····· '' ., , .-.·.· •• •,' ••• ~_..,'''"Ii.-.-.·.·.'·.''.·.·.,.'·.,'.·.·.''.-.-.,,.·.·.''.·.·.,·.·.·.''.·.··''·"', ••. ·.''.·',.-.·.·.''.·,,.-.,·."······.·.''.-.-.·.•.'·.''.·.··""·''.·.·.·::;_~-• :i ~ Exist Strlnln-,,, (Previous STage) For Legend See Sheet SC-1 FINAL SUBMITTAL MARCH 15, 1993 SECTION 3,2 STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SC>LE• 1" • 50' SC-17 !"LI!: Di ,-vi.:a,,.~..........,alDN17.-t: Pl.OT DATEo 11>-MM-'IIMM T7>3.l Pl!:N Toll!ll.l!:• hetf.J>fln FOR REDUCED PLi'NS 0 ' 2 • ' • •- • • .. m ! "' I z .. 0 I ~ IC w .. "' 0 ... lli n.E D ,iar~)V32Q/._.,,.,.-...,Lwtt l"LOT DATE< 1D-IIINl·'IIIIIK ,-,.34 P'EN TA!ILI!!:• hatf..JNll"I = C u LLJZ z= -...JO 0 :c + <JO I-r--◄.--::E ◄ I- <I) ··-····-······························································-•······························ ..... i··········-··························· For Legend See Sheet SC-1 FOR REDUCED PLANS 0 • ... , """'',..,. ,-"' ,··~· ·--' ' 3 ) (f)E DIST COl.NTY POST MILES BtEET TOmL TOTAL PROJECT !«). IIH!ET8 12 Ora 73 19.99-21.96 I~ I., Z~ =-1.l PLNftl H'PRDVAL DATE lkrtat-Aatnnl Asaoolatea. Ina. Two Ven+ure, Suite 550 Irvine, Callforn1a 92718 . ............... :: :: :·. :·. •' .. ,. .......... , .. . :: i: ., ·: :: :: :: :: :: :: :.::::. ·:. ·:::. ·::::::::::::::: Detc 0 "' !I' .': De al I "' "-...--} <C Ill Iii e-.. ... Cl .i: FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 = ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE: 111 • 501 SC-18 • •- • ~ 0 .. .. s: II! ~ 0 .... 0)-'"m ~o ...... a1 ~l!I 0: "' i i " I; ~ 0: .. C u .. z 0 ~ 0 ' II! Id ~ 0 >-Ill I a: Ill ~ ... .,; a: 0: U> OOUJ 0. CH UJ H 0 i If ffi ~81il Exist Strl in Pr-evious Stage Sta 181+34 Be Trana/ Tenp Striping Detal I Sta 182-Hl0 End 2000'R Beg 1500 R Far Legend See Sheet SC-1 FOR REDUCED PL~ o "'"''"'" "-' C'I" M i:-'"' !M !Ml"!-!<:'~ I 2 I • I FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 1ST all.NTY """"' 12 Ora 73 t':'...,..=•;;.;.;-""'""'"""""'-":--:-:'"""'""=--=---....... "''\;Ji[,!~ .. .,,l;;:,,~ :'ti--:&.,v--i ~Aactm::11 M800Jotea, Inc. , Two Venture, Suite 550 Irvine, Callfarnla 92718 = 0 0 z = "" I- C/) STAGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE• 1" • 50' SC-19 FA 102540 " I ,_ i a:: :I "' ... Iii I> 0 .. IL ... i cl ~ ... • • ~...-~ ~~ .>~ -s-..,.. <.) ..s. ~Y'. "1-"' ':i, d) Sta 1034+90 Be _f o r,.. Terrp Ro I 1 1 ng "1-_~"'-!Type Kl .,,. > ~o. r:u 'Y~ 'J-_, '?'. ~ . ~J' Sta 1031+70 Beg Terrp Roi I Ing (Type Kl De-tal I 9 De-tai I 25A For Legend See Shee-t SC-1 FOR REDUCED PLANS 0 2 3 End End Terrp Roi //; ; ED I 205+0lll FINAL SUBMITTAL MARCH 15, 1994 SECTION 3. 2 D[BT coun,' 12 Ora =-1.l REOISTERED C 73 PLANS APPROVAL D,iTE POST HJL1ii9 steT TDTM. TOTAL PN:JJECT Nl. I-E'1ll 19.99-21.96 \ '18 ~ ~ Bcrt~Aachncrl Auoalatea, Ino, Two Venture, surte 550 Irvine, CollTornlo 92718 No. vmo I .... ~• CM. ,:, Refer To PD Plans For Striping Refer To PD Plans For S-trlplng ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE: 111 • 50' SC-2O "' ,_ I I z .. 0 Id ~ f d C 0 .. :c t..J ~ 2-"' '+ :g 25 ~ g C3D 0" + C: v> Ul l,,..r C 26 C30 i ::J D Detal I 25 Detal I 2T Exist Ref r To PD Plans For Strl In """" 12 Ora 73 ==-~ ~l~ C PLANS N'PAOWIL l»liTE -.wocl_, Inc, T'ff0 venTure. Suite 550 Irvine, Colffcrnla 92718 ···-·····--·-·· 8!114'5+0111 28 C30 ,----------------~~~--------- - - - ! I ST AGE CONSTRUCTION For Legend See Sheet SC-1 FOR REDUCED PLANS 0 ,..,..,,,.,,.,., c-.-.-,,,.,.,.. ,., ,.,,..,,,,..<" I • ' 3 ' FINAL SUBMITTAL MARCH 15, 199~ SECTION 3,2 TRAFFIC HANDLING PLAN STAGE 3 SCM.E• 1" • 50' SC-21 C Iii 1,1 s C II! 1,1 "' s ~ II! --~ pr~~~--.._.._ __ _:...;:;.,. --------- ·, i ~ C ' C>-Iii wm ~c 0 ...... "' il3 " <) tiii !I! o:!! <) Sta It I ,_ i a:: :I w t; ~ ; . ... ., < " ,- R=1995' Detaf I 29 • For Legend See Sheet SC-1 roR REDUCED PLANS D 2 -------- FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DIST ca.wTY Rill/IE POST MlU!:S Sl-£ET TOTH. TOTAL PROJECT NJ. SHEElll 12 Ora 73 19.99-21.98 zoo 28t> ~ \,,l PLANB APPROVAL DAlE ~Aachal Aseoolatee, Inc, Two Venture, Suite 550 Irvine, Collfornla 92718 ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCAJ...E: 111 ■ 501 SC-22 DIST c;a.,m ROUTE POST MILES 9EET TI>TM. TOTAL l"RO..ECT NQ, O!IEET1I 12 Oro 73 19.99-21.96 Zol 1.,$!) ' =-~~-) -~~ REOIBTEREO CJ -h. 37825 ~ PLANS APPROYM.. °"TE • Ellp.,.1:n:IZ,. • CM. s -~ Assoolatas. ]no,, '<i!la,cr.,~ Two Ven+ure, Suite 550 lrvlne. Collfornla 92718 a ,._ I m a II! ~ "' II! ~ i:: REMOVE ':!! TEMPORARY PAVEMENT DELINEATION EXISTING !TAPE OR 2-COATS PAINT! PAVEMENT ci DELINEATION• ... z TEMPORARY TRAFFIC STRIPE TEMPORARY PAVEMENT MARKING TEMPORARY PAVEMENT MARKER e~ ~ ,-. w ~a a w DET DET DET DET DET DET DET DET 36A DET DET DET DET NIii REMOVE REMOVE REMOVE a; ~ :c 8/9 11/12 DET 37 12 II 12 II 1211 IIEFLEC-REFLECTIVE TRAFFIC PAVEMENT PAVEMENT "' 0112212· 24 25 29 36 38/38A 38B 39 WORDS 4" 4" 27B ◄" 8" WHITE WHITE YELLOW TIYE STRIPE MARKING MARKER ~ BROKEN BROKEN 4" ◄' 4" 4" ◄" 8" 8' BROKEN BROKEN 8" 8" 6' LIMIT DIAG-DJAG-ARROWS AND gl!I DIXJBLE SOLID SOLID DIXJBLE SOLID SOLID SOLID SOLID SOLID SY!IIDLS TYPE TYPE TYPE TYPE TYPE WHITE WHITE YELLOW YELLOW YELLOW WHITE YELLOW WHITE 117-7) WHITE WHITE 11\HTE WHITE LINE ONAL ONAL A C D G H IH-7 36-12 112 3) LF LF LF LF LF LF LF LF LF LF LF LF LF LF SQ SQ SQ SQ SQ EA EA EA EA EA LF SQ EA SC-5 2560 2560 2560 54 54 5420 108 "' SC--6 2200 2200 2200 47 H 4400 47 I SC-7 2690 2680 2700 57 57 5380 57 SC-8 1100 500 1100 310 28 24 11 2510 52 ' z 0: \ ... SC-9 ... ... "' SC-10 0 0 !oj IL f c:i c 0 ... STAGE 1 TOTAL 8550 7940 8560 310 28 182 169 17710 264 • ><ADD lT IONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS z 0 -,-. ([ ~ 15 ffi Q. c- "' -u z 0: z <t 0: UJ ' . : ,., •:: ': STAGE CONSTRUCTION QUANTITIES (STAGE 1) 1 FINAL SUBMITTAL SC-23 MARCH 15, 1994 I SECTION 3,2 FOR REOUCID PLANS 0 2 3 ' ' ,.. I ., Q :I! .. !II ~ > .. "' Q ,, •;: ,~ ' Q,.. ~ .. ., ~Q I al ~Ill ol!I "' •- w -I l!i -1-:; I 0 z TEMPORARY PAVEMENT DELINEATION (TAPE OR 2-COATS PAINT> PIST to.NTT RDUTI! POST MILES tlHEET TOTIIIL TOTAL PROJECT t«J. BNSET8 12 Ora 73 19.99-21.96 z.oz U-' =-1.l y:,. I J Q iiFEDffi'iilBiiilEREEDo'°itcriii;ejiffi~-- 37§2A ; PLANS APPROVAL DillTE t} "''-aw. -Bcrtm--AmYllll Aaaoolatee, Ina. '!,.."'_,If Two Ventura, Suite 550 ~\1 Irvine, Callfornla 92118 REMOVE EXISTING PAVEMENT DELINEATION* 1-w w ::c Cl) TEMPORARY TRAFFIC STRIPE TEMPORARY PAVEMENT MARKING TEMPORARY PAVEMENT MARKER DET DET DET OET DET DET DET OET 36A OET 8/9 11/12 ~1/22/2' 24 25 OET 29 36 37 4" 4" 27B 4" B" BROXEN BROKEN 4" 4" 4" 4" 4" 8" 8" BROKEN BROKEN WHITE WHITE DOUBLE SOLID SOLID WHITE DOUBLE SOLID SOLID (17-7) WHITE (17-7) "6-12 YELLOW YELLOW YELLOW YELLOW WHITE (12-3) LF LF LF LF LF LF LF LF LF LF LF SC-11 1280 1280 1280 SC-12 1100 1100 1100 SC-13 2610 2575 1300 SC-14 550 550 565 SC-15 SC-16 DET DET OET 3B/38A 38B 39 12 II 12n 1211 WORDS WHITE WHITE YELLOW 8" 8" 6' LIMIT OIAG-DIAG-ARROWS ANO SOLID SOLID SOLID LINE ONAL ONAL SYlollDLS WHITE WHITE WHITE LF LF LF SQ SQ SQ SQ SQ NIii REFLEC- Tl"" TYPE TYPE A C EA EA REMOVE REMOVE REMOVE REFLECTIVE TRAFFIC PAVEMENT PAVEMENT STRIPE MARKING MARKER TYPE TYPE TYPE D G H EA EA EA LF SQ EA 28 28 3840 56 24 24 3300 48 110 55 4295 61 12 12 850 23 STAGEZl----l---1----l---l----1-~--ll----l----11----+----ll----+----ll----+----l----1----1----l----1----1---+----l---+----l~~+~--+-----ll--~~-j TOTAL 5540 550 2380 5520 1300 122 119 52 12285 188 «ADDITIONAL QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS F'OR REOOCED PLN-1S a • • FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 ST AGE CONSTRUCTION QUANTITIES <STAGE 2) SC-24 - I ,.. m a .. a: ~ ~ ci .. z a: 0 • ·-I- ! "' DET UJ :c 8/9 VI 4' BROKEN '1!1TE ... 117-7 l o,-► ,.m m LF ~o 0 SC-17 :1!!! i "" SC-18 120 ~~ SC-19 2650 SC-20 1975 SC-21 1200 SC-22 1344 a: I ·I a: ... ... .. :!I u "' ... i cl C () .. STAGE 3 TOTAL 7289 • z '"ADD I Tl ONAL 0 H I-<t I- is ~ f3 0. H II) H Ll ZICZ <t IC l<J ICOO I-Ll <t • DIST C!l\.fflY 00UT'E POST MIU:8 IIHEET _!2.T~ TOTAL PRO..ECT "'· 12 Ora 7J 21.96/23.6-4-Zo;, 2M =-1,,l~., J ~ REOI81ERED C ER " -j .. i1zm P~ APPROVAL DATE ... ,Elip.~l..j;· lkrtCl't-A8otm: Aeaoolatea, lno. ~~ CM."i.lt'" Two Venture. Sulta 550 'f 1"'cii:'' Irvine, CallTcrnra 92118 REMOVE TE~ORARY PAVEMENT DELINEAT[ON EXISTING !TAPE OR 2-COATS PAINT) PAVEMENT DELI NEA Tl 0~ TEMPORARY TRAFFIC STRIPE TEMPORARY PAVEMENT MARKING TEMPORARY PAVEMENT MARKER 11/12 DET DET DET DET DET DET 36A DET DET DET DET DET 37 12' 12• ~1/21/2 24 25125A 29 36 3B/38A 38B 39 4' 4• 4' 4• 27B 4' B' B' 4• B' 8' B' 6' '1!1TE '1!1TE BROKEN DOUBLE SOLID SOLID 4• DOUBLE SOLID SOLID BROKEN BROKEN SOLID SOLID SOLID LIMIT OIAG-'1!1TE '1!1TE 117-7) '1!1TE LINE ONAL 36-12 YELLOW YELLOW YELLOW YELLOW WHITE (12-3 WHITE WHITE WHITE LF LF LF LF LF LF LF LF LF LF LF LF LF SQ SQ 120 120 2650 1350 1000 2020 475 1200 1200 60 1344 644 60 2320 7334 2469 TOTALS TAPE OR 2-COATS PAINT 4" 6" 8" 4" 4" 6" UNITS LF LF LF BROKEN BROKEN BROKEN 117-7 I 136-12 J 18-41 QUANTITY 51590 21379 QUANTITIES SHOWN ON PAVEMENT DELINEATION PLANS FOR REDUCED PLANS o r,~,,--,,.-1 c:,r"I r:.-!<:.-"-1 1>1,...1-1~ I • I 12' YELLOW ARROWS DIAG-ONAL sa 3 I SQ 8" BROKEN I 12-3 I !Ill REMOVE REMOVE REMOVE R._Efl1EC-REFLECTIVE TRAFFIC PAVEMENT PAVEMENT WORDS AND IVE STRIPE MARKING MARKER SYM!DLS TYPE TYPE TYPE TYPE TYPE A C D G H SQ EA EA EA EA EA LF SQ EA 3 3 360 6 114 56 2150 50 40 42 36 25 25 54 28 3 208 154 67 2510 56 MARKERS 12' AUX REF NON-REF SF SF EA EA 1101 STAGE CONSTRUCTION QUANTITIES CST AGE 3) FINAL SUBMITTAL SC-25 MARCH 15, 1994 SECTION 3,2 I r11 10?540 NOTES: 1. EXACT LOCATION AND POSITION OF ROADSIDE SIGNS TO BE DETERMINED BY THE ENGINEER, 2.POST SIZE AND LENGTH GIVEN ARE APPROXIMATE, EXACT SIZE AND LENGTH TO BE DETERMINED BY THE ENGINEER, 3. "C" DIMENSION = VERTICAL CLEARANCE E,P. TO BOTTOM OF SIGN PANEL, 4. 'SPAN' = POST SPACING, Q ... • CONSTRUCTION SIGN QUANTITIES ~ Ill Q ~ CONSTRUCTION SIGN Ill C ~ w > WC I--.JC z II! z "' c:c "'::, Q < z Cl-zo ii .J "' < w _,. Q. -w "':::t: .J • I "' ONE POST CEA) TWO POST CEA) C --'" co <C ..... C < "' Z<I> 0: ow w WW 0: w _,_ Q."' .JI-w zw ~ PANEL POST SIZE POST SIZE o:z-<Co-CJDU ::,z-Q.Q.-"'"' SIGN SIZE 0:::, <[ O:<[ <[ SPAN C::, <[ :E>-<[ _.,, ::, 4 11X4 n 4 °X6 11 6IIX611 4 11X4 11 4 11X6 11 6 11X6 11 <OW l-0:W (FT) IFTl oow w I-L,J REMARKS ' .,,_ CODE z I IN I .,,._ .,,.,_ ,.,._ ,_ __ @~ ► 1 C13 1 GO'X 24' 1 1 ~~ m Q 2 c,e 1 48"X 48 II 1 1 :I., !:! 3 C11 1 GO'X 30 11 1 1 C1112 MILES> "'ill " 1211x 36' ""' !I! 4 1ll'E PILI 1 1 uo u 5 1ll'E PIRI 1 1211x 36 11 1 6 1ll'E PIRI 1 12°X 36 11 1 7 1ll'E PILI 1 12 11X 36 11 1 ~ B C30A 1 30"X 30 11 1 7 I 9 C11 1 GO"X 30 11 1 7 C1112 MILES! . f 10 C18 1 4anx 48 11 1 7 :I ffi 1 1 C13 1 6011X 24 11 1 1 t; In 12 CZIRAll'l 1 48 "X 3011 1 0 CZIRAll'I 48 "X 30 1 ~ ... 13 1 .,; 14 1ll'E PIRI 1 12 11x 36 1 IE 15 W81 1 3011X 36 1 7 C 16 1ll'E PIRI 1 12 11X 36 1 () I-17 we, 1 30 11X 36 1 1 18 W81 6 30'X -36 6 7 19 W81 6 3011x 36 6 1 20 WB1 6 3011x 36 6 1 21 W4 1 96'X 96 2 7 '"1-17. 1IL ti( 25 ll'H I 22 C2 1 4B"X 30 1 23 C2 1 48 11X 30 11 1 24 W4 1 48 11X 48 11 1 7 W4-14,11Rtl • 25 C30 1 30 11x 30 11 1 26 C30 1 3011x 30 11 1 27 C30 1 3011x 30 11 1 28 C30 1 3011x 30 11 1 TOTAL: 43 28 2 B 6 z 0 H I-<C I-0: 0: ., cgw 0.. -O)HU zo:z <CO:W 0:00 I-u <C X FOR REDUCED PLANS O r,-M e" , .. "' ,.,,-,,.-,-I • ' CRASH CUSHIONS,RA[LING, BARRIERS AND BARRlCADES TEMPORARY CRASH TEMPOARY CUSHION RAILING MODULES !TYPE K) LOCATION/STAGE CEA> ILF I SC 5/STAGE 1 12 2320 SC-6/STAGE 1 2200 SC 7/STAGE 1 20 3515 SC-8/STAGE 1 12 1300 SC 9/STAGE 1 1360 SC-10/STAGE 1 700 TOTALS 44 11395 SC-11 /STAGE 2 SC-12/STAGE 2 SC-13/STAGE 2 1200 SC 14/STAGE 2 710 SC-15/STAGE 2 1260 SC-16/STAGE 2 700 TOTALS 3870 SC-17/STAGE 3 SC 18/STAGE 3 SC-19/STAGE 3 930 SC 20/STAGE 3 24 1220 SC-21 /STAGE 3 1200 SC 22/STAGE 3 TOO TOTALS 24 4050 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 • ' TYPE Ill BARRICADES < EAi 3 6 4 13 DIST COI.NTY RWTE POU MU.Ell IHET TOTH.. TOTAL PRO.ECT ,.,, laHli£TB 12 Ora 73 21.96/23.64-ZO'i U,8 ~ =-~Y?-I ') . REOIBTERED CI ER g,,. . ..,..,.a ...... , ~ NG. i1Zlilz:i PLANB APPROVAL DATE • 'l.~,3-:U-PZ • ll<rtm-Aachn,n Aoaoal_, Inc, ~CM.~-- Two Venture, Suite 550 'If IF c11,1\ Irvrne, California 92718 SURFACE MOUNTED FLASHING CHANNELi ZERS ARROW (EAi SIGNS 2 5 7 STAGE CONSTRUCTION QUANTITIES SC-26 lf:'11 11"\?t::.!ln • • •- • • Q >-Ill m s: a II! .. w s: ~ II! Q a; ... ~ .. I ~ NOTES• 1. See Sheet SC-6,1,8 for Detour Pavemen+ De I I neat I on and Traff Io Contra I , 2, See Sheet DE-2 for Tel!l)orary Road prof I le. 3, See Sheet CSS-1 for Survey Cootrol Data. DG"'---- 14' 14' 2:1 Slope AC Dike (Type Al 4' ... TYPICW.. SECllON El1ii ~I -i"' o:!I "' ... i f ,. I; .. ., 0 "' .. C u .. z 0 -~ .. OI a ~ ~ "' Ill i ci a: a: U) OOUJ Q. C -<n-u z a: z ~8~ LEGEND ~ Tel!l)orary AC Pavement FILE IJ• 1-3'1a3111.Ju':3Z01~-1 • .rit PLOT DATE• 19-MM-so+ flo31 PEN TJ&..Er half.;p-, No Scale No, R l1J 249' (2J 2936' ◄ 5' Max 2:1 Slope AC ATPB CL 2 AB CURVE DATA I!,. T L 149·16'38" 906.37' 648,74' 24·001 11 11 624. 15' 1229,99' FOR REDUCED PLANS 0 I 2 I • I ; ) ED I 1ST CtllMY """"' 12 Ora 73 =-1.l Pl.ANS APPROVAL """' lkrtcn,\actnm ANoalatN, Inc. Two Venture, Suite 550 [rv1ne, Callfornto 92718 207-+-00, 75 "NCO "206+66, 75 ::::~;.;-..... ~ r /i ~T i l f . '-\! i l ~1i i l ~\\l\ i J / \\ I • 1031+88,74 BC ! /l ,. 1006+48,74 EC Detour End Tel!l)orary ROl!l) Join NCD-1 1030+77,88 DETOUR LAYOUT STAGE 1 SCALE: 111 • 50' FINAL SUBMITTAL DE-1 MARCH 15, 1994 SECTION 3.2 • • •-- • • ; ~'IBT -..anv -~ f'OBT NlL!& a&T TDTN.. : I"" --~ I 1 ,..,.., n:. TOTAL PROJECT ND. tctU:r'Nl 1---1---r-,·········I-----l-----l------i~--l----l--.---l--+---l-----l---..J.---~--l----l-----l---i-.---L----l---+--l------l-----l------i~--l---t:,2:-t--::o:;:R:-,.-t---:;1;:;:J-r.,::9:",9::9"::"_:'2,':".':9'::-stz-:.o:;,;,f.~'.:'t>~ 1----1-·········t-----l---+--+--+--l--+--4 =-~Y:,. )-~~ e >-~ ID m II! ~ ~ " 1;:;e .... ., ~~ ' -..J "' "-ID .. ID ' .,,_ t wm ~" " _, .. ~ :,ij ~fl :c "" (l 1----l-··········l----+---+---+-·--+----+----t----lf---t--1----+----1----+-----+·········1----+----+---+---+----+-------------------·l-----1 R!Ol&T!RED CI #,;~a,o~,, t--+---+----1---f·--+--+---lr--··· ......... ·---- ~ 37825 jl:l ~" 01' -51' -.. -- ---+----t---1----+---t---1----+---+---1----+---+---1----+-····•··--+----+---1----+---+----+---1---+----+--PLANB APPROVAL DATE ti &,,~ 4' l----1-------------'""'~ CM. ~ - 'fq IF \\~ Inc, Bartai-Aaol"'lmn Asaoo I ates. --+---+----t----t----t---+---ll---+---+----t----t----t---+---11---+---t----t---+----+---+---ll---+---t----t----f Two Venture, Suite 550 --------- --------- ---------... --------- Irvine, Callfa'"nla 92718 -+----11----+----1----------------1------t---·-+-----1----+----:---------- ' 1---1--·--1----t····-···· ··--+-------'l---.-----,,-----,,-----,---,---1 r·----+----1----+----• o : I ' ---------~------·-+----t------1-----+------t----+----l---·-+----t-----1-----+-----t----+----1---; I ' u N z ··'-l?it---+---t -.;c,rl---1----t---+---t ··········t-----t ·---+----+----t--~1--sl---11--+--+--+ hlD,-~~-+---+------1---------11-- --------- 01---...6. I : 00 ·t-----1----: .. ~lioo-f-ve.~ oot vc -:-.~:t .. ~ ~·· ~ ,l..--Axls Pf Rotation i u~ ---1----+---,-+---'--~,1-----,--~-+----·+----+----+--- ' ' ' _ _,_ ___ _, _________ i ________ _ ' ' ' -+---t········· ·---1-----1 .......... ,-...--+-·-+----~---t----1~--+-----+---I ---+----i----1----1------1--, ----100"~-"Vf ... ~·?."'.-'.."1~==:F=Pic~~t====i===t---+----l-·---1f----l----------------f----+----+---+-----i-----11----t----+---+--·---t-----1~---t--' • !> 100 VC -Lt ff' .---+----1----+----1----+---1--· --0 --0 ---------~,····--+---t--+ --a "' ,., + I ' ---------~---------··li!,t----+-----t----+ ' ' I "' --+---r----+----+----t··fl---+-----1,-.---+--+--···· ........ . ---11----¼---+---+-----t········· ·•·---11----!----+--- SUPERELE.VATlON DIAGRAM f----1---i---+--+-····· ·········t----1---+---+---+---11-----+---t---+--+----+---+---1-----t--l --r----+---+--+---+-·---j---•+--+--+---t---+--+--+-····· ·····--+---+---t---t---+---t --+---+----+----+----+---t-·-----i---cl----+-----+---+----+--···· ·····••·· ···--+---.,-...--+---+----+---+---t----11----+------+--- --If----··..- ---------~-----1---1 t----t---t---+--+----1r----+--+--+----+-········ ··----t-- -+-----t···-····· ......... ··•---If-- ' ......... ·····-+--· ·········1---+---+ 440 1-----i---·t---➔----· ···•·····+---+----t·········+---+---1 1----+----+----t········· ····--+----+---t 420 FLE Di /-an.3/■Jl/3201'~32Cldd.lM PLOT DATD 1!1·1WH9M '10'38 PEN TMI..E> half,P«T FOR REDUCED P~ 0 2 X X •-· X X >-m a !!I > II! ,-... I~~ _, u. "' ' f;l/j; ~Cl ~i u .. i ... ua "' ' i :z I-I;! i .. 0 I- z 0 ~ Cl Bl > II! ... ~ Cl ... ., ::, "' a, a, Iii Cl !l! 0 !I! 0 a: "" ,-., ~ 0 Ii: 0: Ul OOUJ Q. 0 H ti) HU z a: z !8~ NOTES: DIST CQUfl'Y """"' POST NILES 81-EET Lt'!!!!: TOTAL PROJECT ND. 12 Ora 73 19.99-21.96 207 IZM ; Q)E =-w Y"'.>. I ) REOI9~ c. 37825 , ~PUN=~•~-~•~~~~~-~~~~~--~ ~-Ekrtm-A&ctnm Aasoalcttaa, Ino. W Two Ven-ture. su I te 550 ~ c, CfL\\"!» - Irvine, Callfornla 92718 49' SO' Var 45' -49' Var : Var Var O' -4' O' -21' O' -21' 29' ~ SECTION No Scale _.,,,.... •• ,.I' ~· ~ .-:4,, ••••• =····------·---,----·--·--=,;⇒~-~~D~ ... ... ·-·--· ··· ·-·--· ··• ··· ·-··· NEWPBRT--COAST-· DRIVE ''NC"--'' ·-~. . "'.-, . y· ",;;,1:r-··---···-·-··,'""'c:1m:i?<,1:;;.,;,. --·· '· \ -.-a·~··,;,·,·,-'>···-,"·,a.-,···,.,.,. ••• ;.~~:. 8+..,. u-. •5.'(o:•)i;"""\ ,._,_:Jo•""~ . ·-·,..i:; ·-· ! --· •• -· \ -· .... ~-----.• : ·-..... ! ,j~~ P•tf. •Con~~ 1.-.~•i: •"I:. \ i llJ ----_1 _______ 2 -···-··-· 3 r····· 4 • zj5-····--····:.:(/-"-'·L~t"·/~·':.c.(' •• -~'. ·~1·~~1 '00 "w!··· ·····:·~~/··· ·······~ =i •··:-· ··/············· ··:·· -············j'':'-:.··~:: ••• ·F :J; ~ L 0 b .,!1 f .': ., "'O>> ,-. ., 0 ~ma. 1 . Construot 3 11 Tenpa-ary AC Pavement Over 5 11 AB. LEGEND DETOUR LAYOUT STAGE 1 2. See Sheet SC-i;,7,8 far Detour Paverrent Del lneatlan and Traffic Cantrel. 3. see Sheet DE-i; for Ter!l)orary Road Prof! I e. 4-See Sheet CSS-1 for survey Cantrel Data, [22'.I T8ITl)orary AC Pavement FOR REDUCED PLANS 0 3 FINAL SUBMITTAL MARCH 15, 1994 SE:CTIDN 3.2 SCALE• 1" • 50' DE-3 ,_ • C iii lll > ~ II! .. ~ ~ C ..J u, u. ., Cl ., ' C>->-wm m ~c C al .. is ~::l 'I! UC u "' i ! a: ... .. .. ., u C I IL .,; ,c 0 .. CURVE DATA No. R 6. T L 1 2399.91 19•13'3711 406.50' 805.35' 2 2368' 22•51'47 11 478.83' 944.92' 2580' 04•39' 49 11 105.06' 210.00' 4 2349' 01· 19'0311 150. 20' 300.00' NOTES: 1. Construct 3° Tenporary AC Pavenent Over 5" AB. 2. See Sheet SC-6,7,8 for Detour Pavement Del lneatlon and Traffic Control. 3. See Sheet OE-£ for Tef11)orary Road Profile. 4. See Sheet CSS-1 for Survey Control Data. l'LE 11)1 , ..... ;t,/]&2V.,.,.31U),,,,..,..,..,.:la0da4.lllt. "-OT DATE• ••1Urft-'181M 1113111 l"DI TAILD half ..... It. Var I 0'-7' var 30'-44' 4' ,19'& Var1 Var o'-21' t LEGEND TYPICAL. SECTION A-A No Soale ~ Terrporory AC Pavement FOR REDUCED PLANS 0 nmr.1N6! ~~,!,I F" JC ,~, tM~'-""C: I Var ::32'-42' Remove Exlstln 2 ' 3 ' Curb & Gutter stal I T let w/ te FINAL SUBMITTAL MARCH 15, 1994 SECTION 3-2 DIIT CXJlNTY ROUTE POST HILEi8 8tEET TOTH. TOTAL PROJECT NO. Bl£ET8 12 Ora 73 19.99-21.96 zot, 7.ef) =-1,,\ REOI9TERED C PL.v.s APPROYN.. DIIITE lkrtm-Aactml ABSOOlatu, Inc. Two Venture, Suite 550 Irvine, CollfcrnTa 92718 DErOUR LAYOUT STAGE 1 DE-4 ~ I« " m NOTES: 1. Construct 3" Terll)orary AC Pavement Over 5a AB. 2, See Sheet SC-6,7,8 for Detour Pavement Dellneatlon and Traff! c Centro I , 3, See Sheet DE-6 far Te~orary Road Profile, 4, See Sheet CSS-1 for Survey Control Data. LEGEND C2:Z] Tenporary AC Pavement FOR REDUCED PLANS D 2 ' Var 4'-7' ED I 31' No, 11) DJ&T CCUfl'V RDUTE 12 Ora 73 PUNS APPROVAL DATE BcrhrrAaot1lkl' Aaaoalataa, Jno. Two Venture, Suite 550 Irvine, Collfornla 92718 CURVE DATA R Ll T 5000' 04• 10'29" 182,24' Var 17' -28' L 364,31' 31 ' _J ~ ~ L_ I 1-i: = = = = ::: = ::J_~========-l:: =::: = = = = ::rJ 1 ,~ ~1 l'tPICAI.. SECTION FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 No Scale DETOUR LAYOUT STAGE 1 SCALE: 111 • 50' DE-6 •-· • 0 >-Ill m > Q II! Ill > ... ~ "' "' Q ,., a, ... "' ,'!;, ::: .J VI "-., to ., ... fl1ii >-m ~i a " u .!i:l !I! ---1---+---+--+-----,i----l---+---+---f-------l---+---+--+-----11----1---+---l-------------------f-----1---t- IDtBT CCUiTY IWTE PDBT MILES ateT ~ TOTAL PROJ:ECT N). 12 ORA 7J 19.99 21,96 2./0 U)/:> ---t----+---t--·-l----cl----f---+----f---------l---+---+----t-----+---+---1---11----f----l------------------- l----+---+-----l---+---+--+------11----1---+---+---f---------------------+---t------1---+-=-1..l \""?. I ) -• f-----t--·-+---------------t------t---+-----t----1 REOJSTERED CI EER O't, -S't. --------- --1----1-----1-----------------1-----1-----1------l- -l----f----l--------------+---+-----t----+---+---1·---11----'---+----+----t----+-------------+---+---!--Bartai-Asotman Aaaoalatea, ·1----ITwo Venture, Suite 550 Irvine, Callfcrnla 92718 ----+----+--+-+----+----+----ll-----l-----+---+---+---+----l----1-------iif-A-x_l_s_o-fi--+:-R-o_t_a_t_l¼-i....,---+---+---------·~:----ll---+--....J,,_ ___ r-__ ....,,.... __ ..., ___ "T----r---l ------------- ' -----11----+-· __ -.L----1------l----+----+----i ----➔,----+--_I_...,!----, .i,... __ -_-_---+I I : ' : ' : ----tt-----+- ' +-' c: : ! -1. 7%lL. Lt & Rt EP/ -: 'E:---+-- !' " > l ' : ! +----+----+------+-----+------t----+------:------+-----,----+----,,----+----f-----+-----t------:--------·-HH>i,---+----¼-----➔-----+----+ : : 0 JJ_ Q. >, -t- " i- " ... _ 0 O C . ;,.. --------- f~ f----il------+----J-----,..---+-I ---------~.---+--··-+---~---+------~---------~------ ! ! ! ri ---l-----+------1---+------1--- --+-----+----+--c-.-+----+----t---------:-------+-----+---------~------1 -----+----+---+-- : : ---------~---------: ' : ~ SUP.ERELEYATION! oiAGAAM',-__ ,__ ______ -----J---1------------------1----~¼-f: ,:.,.., --+---+----+-----------·--f-------1---,H,;,;--+--+---f-------l---+-- -------~-e'~~---+----+-----t----I----+---+--------------!----+-- ---+---t------t----------------------------lf-----+---t------t---+------------------1----->---I---+---+---+---+-----------------1------1----+--l UC u i.:..;:.i...:..-1---1---11---t----+---+---+--+--·1----+---+----+----+---+---1----------------------+---+----------•--t---1 ·---+---+---+----+----+---t---1---1-- 0 "' .. t f 0: ::r ... .. In 0 0 .. ... .. i .; L C u .. ., 510 ----., 1---+----+----ll-----l----+---+--li:~r·:-::::'r---...._:~:~:::::::~:::::~t--_-_-__ -_-_-_~_r_-_-__ -_-_-__ -_:~~~~~~~l-----l·----l-----+--·-+-----i-------l- ~! ~ ! !/_-~· ----1-----f---=:::,!---<:.· ---------t----t-- ..1..,.,_1 ----1----1----+-~---i~-"' .... ~· : b r-! ~~-l-5-+!----+-----+----+-------L-----+-----t----+1 ~-! ?" f-----l-----•·' --+--""-t"",~r----......__----1----+----1----+--·--l-----l-----+: ---------1-----+-------!--------- t---+----+----t-----'=---1~----t-.or----------+----+---+---~---f---------!---+----t---------·1----+---+----t-- 490 +---+---+----+----+---+---1---11-----t---+---+----+---+---t---l---t---l------------+---+---1----1-- -<----+------------->----+---f---+-----+---+---11---+---+---L_ ---------------+---- --11----1---+---------l---+---+----t g C ~ ~ , ... --l---l-----------------------1----+----+-uf>t. f ----f----1----1-----1----+------~ -+~-o_o_'_v_c-+i --~ >----+----+---------: ---------~:----t----,,,----1-1'b_o_'_v_c-t----+ --+---+-::0-'F-i:--...:+--1 ... ~f-+---+---+-~.!:'.!f ---------L----1,!------f-•-----------------+-----·•---->---------L.-.-- z 0 -1-<C 1- 0 r--:::~ "If° : 470 : --5 > 0 0 : 8 ~'""32'%", --i,1--+----+-------~ t----+-----+----f----+---------+-----1-.;.;.:;.~ -~---·f-----+----+----+---------l------l----+--'.£-~---~~r--~--6 U v ---------~• r------+---- ! i ~I; ! f ~ i ~ :~ .. -,. l ---------:.--g~., ----------1-----.:• ... ----+----·f----+-----f---------·f-----t----+---1 : I + : ~ 1---+----l-----!----11----i----+-----!----+----l------l-----l-----.~-----·--l-----,----+ ----,,---- : " : f-----+----1-------------------------! ~·---+---~>---- 470 1---1-------------------!----!----+----+--------------+---+---1------1---+--- 450 450 +-----t---+------f-------·--t--·---t----,..-·-+------1---+---I-----------~---------------f--------t------t---+----t~--------1--0 1--t----+--t----+--t---t---f---l----ll-----l---f---------1--+--t----+, --pjR(')Al:-EC~------1----!---I----!--+---l---tt,R----1----1-----1-----1----t---1-----1---t I I,--··-, E @i Is fa 1----1------------------!------------------~ COAST:_ DRIVE+---+-·--!--+----;---------·-=-lJI •"~-1----+--l----+--1------- sco 1e· J1orrzon-ta1 1 :1=100' : J -0 berouti PRdRLE n. c -(I) -u i I ~ 1---+---------f------·--+----1---------+----t------1----1-----+----+-----------------1--- 0: 0 to I-U<Cl---r--+---~---f---~----J.----!----1·---+--~ __ • :vertical 1:•=10' ·---+----ll-----f1____ ; ,-------~.~------ F 1NAL iSUBMiI TTAli,, SfAGE 1 -.. ' FOR REDUCED PLANS 0 _,_ __ _, __ ,_,,_ ___ MARCH-1 s. -1,9-4 ------: ------·-+------+---+--·-if-----+-- SECTION 3.2 l ·---i-----+---+------1--...c.+c.c.c_--1cc..---,...---I-----f----f·---+----11----+-------1--- 2 3 ' , DE-6 I,.,,, ,_ • 51' & Var 'i. I 52' 2,21: & Var - = C ,., ~ II.. w _______ ::,-- ..J Ill ~ m .. ' ~ a: 2 "' .. ,-en u C "' ... ... i cl C u .. LEGEND lYPICAl. SECTION /Jr-A No Seale ~ Terrporary AC Paverrent NOTES: 1 . Construct 3' Terll)orary AC Pavement over 5 11 AB. 2. See Sheet SC-13, 14 for Detour Pavement Del lneatlon and Traffic Control. 3. See Sheet DE-9 for Terll)orary Road Proflle. 4. See Sheet CSS-1 for Survey Control Data. FL£ 1)1 ~•J\f:DO,'..._.._,:tZDda7.aht PLOT OATE• •MM-1004 11•48 PEN TABLD l,c,lf.pen ·;· .. : ... · .... -:: --•• • --:·· :--~·-.-.:--::..::: ::·:,•.:.:.-.~~~=--·.-:-.... ····-···· ·······-···-----···· ... ·•··········· CURVE DATA No. R L>. T L 111 2399.91 19•13'37 8 406. 50' 805.35 FOA REDUCED PL.ANS 0 2 • ' ' e FINAL SUBMITTAL MARCH 15, 1994 SECTION 3,2 1ST CCU'1'Y IDITE 12 Ora 73 19.99-21,96 REOIBTEREO C PLANS APPROYH.. """' lkrhrt--Aec:mm Aaeoo I ates, Ino. Two Ventura, Suite 550 Irvtne, Callfcrnla 92718 ,-.,1 .,.,.,..,.,, DErOUR LAYOUT STAGE 2 SCALE: 111 -50' DE-7 •- • • i en "' ill ~ Q I No. R I CT1 2350' rzzl CURVE DATA "' T L 14•55'2711 307.80 '612.12' LEGEND Tenporary AC Pavement NOTES: 1 • 2 • 3. 4. Construct 3n S Terrpor ee Sheet SC ary AC Poveme ond Traff! c C1 4 for Det nt Over 5 " AB See Sh ontro I • our Pavement D • set DE-9 f el lneotlon See Sheet CSS-1 or Terrporary Rood for Survey Profile Centro I Dot • Q. FOR RE.DUCED .. _PLANS ) 'i. I ED I TYPICAL SECTION A-A No Soale FINAL SUB MARCH 15 Ml TT AL SECTl ON 31-~94 ROUTE POST MILES TDTM.. PRO.E:CT 73 19.99-21.96 =-I.I- AEOI8TERED C PLANS APPROVAL Bll"'tcn-,\advJm DATE Two Venture AuoolatM, Im. lrvlne. Cal' SUlta 550 lfornla 92118 ~ C I - DETOUR LAYOUT STAGE 2 SCALE· l" . • 50' DE-8 • • •-· • • loIST COlNTY R0U11! 1--1-.t--t-----------------------f--+---1---+-·----f-12 ORA 73 POST MIU!8 TOTAL PROJECT 19,99-21.9& 213 z~e !---+---------------1-----'----+----1----------___ __,._ __ _,_ __ _ l-+--1 ~~~ =--~V":>. / 1----1----l--------------------+---+----1---11----+------------+---+----l----+----1--~1---------------------'----!--- ' : ' --1------l-----J.-----'-------L-----.j.....- 1#~~ :uozs ,m Pl.ANS APPR0WIL DATE ii Exp.~ • ...., --+-----------------l---+---+-----1-----1-----1----l•--~1----+----•l----l----------1---r====--=a...---'i\.~'1>% CM. ~-. t--+--f---+---1-------------•---+----!----------. ------!-----------------1----+------!-----1------l-----t-___ ..,_ _____ ---------------<I--Borton-Asohlllln Auoorotes. _..,_ __ __,Two Venture, Sult• 550 Ino~ IF CN,\\ t ~ 1:; a:: ,_,.. !~ _J ,._ "' ... <>► wm ~"' 5!1! o!2 ;,igi (JC, "' ' if 2 ,_ 0 .. .., i C 0 ,_ ~ -1-<I: >- ~ > II! ... ~ "' ... ~ Ill m m t "' ... I§ !I! u ffi ~ "- c:i 0~ -5~ ' Irvine, Cal 1-fa-nlo 9271.8 : ---------!-, ---+---+-----------------------i,,---·--+----+----+ -----!----->------------------------+---.... -----------:-----------1 : : ,' • ! ,----,----+--------------f----+-----!---·--+----+ __ _,_ ___ ,__ _____ ------+---t-----+ --+---+---,-------------+---l----f-__ _,_ ___ ,_ __ __. ___ _,_ ____ ,__ __ _,_ ___ .,_ • • • AXls of ototfor . JR-=----===l:====l---l-----l----il!--------- ---+----1-~ ' ' ,, -+----•l---------l-----+-----,----------!----l-..l!l'-1 ---l---+--!---+---+-----l------l---1-----,f----l-~::::r ::::::::i::::::___ --+-'-=2=::·::2::~=!l~L:::t=:&:::_:=_~:::!-=i'.:::E:c_~~,!._ ___ J. _____ -~---_-_-_--_-_--1-e----_--_-_-_-l----~---~!i!---l------_________ -----l----1-----1-----1-----1..:::,.: --i,..j ________ !~--------I ·-----1-----f---------------!--: ---------E' l----l------l----l-----l-----1----1----+----l----+---+-----a; ---+----+-------~ --------------+----..... ----: ---f? ----1-----------------1-----1- ! ~ __ _,._ ____ ,____ 1-----if----+-·---f----+----f-----f----->---•--J.---->----• I ·-------~-----•-• --••-·o I ..-c: SU~ATION! DIAG~ _..,_ _ __.1:·~~m-._ __ ~ _ _,__ _ _,_ ---i-----1-----J.----ll,u:,t-------1-----1----+-----l-----l---l ' . -~ ---+---------------------!-- 470 ' : ' 450 --------- 430 -,---+---+-----!---------- ',,,u --+---+------1---------,---1----1------------";9.s-----,----1-----1---__,__ __ _,__ __ .,__ __ ___, __ __,_ _ _, --+---•---------------if-----1---------1----+-: ---+---+-----1---------------------------+-----lr----t_ ___ _,_ ___ ----------·'----4 -1---+--------------+--------------·----1-----t----l---l---l 470 -1---+----1----+----•------+----1--------------1----+---+-'-''-'-l 1----1-----1-------------------------+--1 ------------------------+----!---------------1----+ ---+---+--i ----------------'----L- 430 -------------+----,.----1---lf-----+----+-"---i ---------•----+----1---------·1---.f---i ~~t31----1-----l-----l------l·-----J.---+-- _________ hFTOU~ PRdR,LE=~---- SfAGE 1 ! a..a-~ ~ ~ 1---1-----1------1------'----+--------------~----'-·---+-----l ---------------~--"" """ O:OC> >-lJ <I: 1---.1 ·--+----+-----l----------1----+----+----------------------~1--·-l---+----1 1----1----1----.L----J.---+-----'---·•---+-----------------! -.. --f'OR REDUCED PLMIIS ---------· ---------+'·----+·-----11-----1 , __ _,._ ______ -----·--<-----+ ·-----l-----1----1 DE-9 0 2 3 X >-a, 0 w V, > w 0: X w ... < 0 ' O>-wa, ... 0 "'w --'z aQ ...I Vl <w uo 0: w " < ,_ -z < :,; ... u w -, 0 0: .. < u >- X X 0 w V, > w 0: w ... < 0 >-a, 0 w "' u w cc u 0:: w I- V) 0 LL t'.) END SECTION 3. I BEGIN SECTION 3.2 RTE 73 Ir_ STA 950•00 I- DETAIL 27B DETAIL 13 3 4 SB~ 2 3 4 955 ....3 -055---_ 6_ I. ALL PAVEMENT MARKINGS AND STRIPING SHALL BE THERMOPLASTIC UNLESS OTHERWISE NOTED ON PLANS. IP) -DENOTES PAINT. ROUTE 73 6 7 L 2. FOR ALL PAINTED PAVEMENT DELINEATION, TWO 12) COATS OF PAINT SHALL BE USED. 3. EDGELINE OFFSET 2' FROM CURB FACE UNLESS OTHERWISE NOTED. 4. ALL LANES 12" WI OE UNLESS OTHERWISE NOTED. 5. ALL DEL I NEATORS CLASS I, TYPE F UNLESS OTHERWISE NOTED. DELINEATOR NCD NEWPORT COAST DRIVE TRAFFIC FLOW DIRECTION 7 8 8 9 DETAIL 13 9 ,---NB$. 960 DETAIL 27B THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 FOR REDUCED PLANS 0 ' ,.,_,,.,.-... DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Oro 73 PLANS APPROVAL DATE FPL and Assoc I ates. Inc. 10 Corporate Pork, Suite 310 lrvlne, Col lforn1a 92714 DETAIL 25 2 2 PAVEMENT DELINEATION PLAN PD-I SCALE• I• • 50' X " w >-V, a, > " w w 0: V, w > ,_ w " 0: " X w ,_ " " ' C>->-wm a, ,_" "w " -'z w ag " L) ...JV, w 2 ·.::-«w :JC L)" L) 0 12 ·-0 12 ':=--+ ,,, 12·- ID .,.. 3 0: -<( w " 0:: ,-" <fl z w x-" ::, f-,_ (/) L) 0 4 w --, LL uJ 0 QC ~ .. " ..J L) t'.) ,_ ::c ...A u ,- -<( ::; X X DETAIL 27B 6 7 4 SBi. 965 6 7 ' ..Q65--6-7_ OETA IL 13 8 9 ROUTE 73 8 9 970 Ii.. .9. ~0- DETAIL 13 DETAIL 27B FOR NOTES ANO LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS O """'"''' <::r SI ,::-t<:; "' •~"•1,r<:; I 2 ' ' ' DETAIL 25 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DIST COUNTY ROUTE PLANS APPROVAL DATE FPL and Assoc r etas. Inc. 10 Corporate Pork, Suite Irvine, Callfornlo 92714 PAVEMENT DELINEATION PLAN SCALE• I" • 50' PD-2 X □ w >-V> "' > □ w w a: V, w > f-w <( a: □ X w f- <( □ ' □>->-WOJ IO f-□ □ "'w -'z w aQ "' u JV, w <IW cc u □ u a: "' " 0:: <( x-z w <( :> I- f-V) u 0 "' .., LL 0 a: .. <( C) u f- X X DETAIL 13 2 3 SB$. ROUTE 73 2 3 980 _ z_ ~ DETAIL 13 FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS 0 ' 2 3 ' 4 985 !.. DETAIL 278 DETAIL 25 7 6 936 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 7 NB$. DIST 12 PLANS APPROVAL DATE FPL and Assoc I ates. I no. 10 Corporate Park, Suite lrvlne, CalJfornla 92714 -:..12, -~12' -~12' -8 9 8 -7 0 0 + m co m < 1--v, PAVEMENT DELINEATION PLAN SCALE• I' = 50' PD-3 C, w ,. V> ID > C, w w "' V> w > f-w < "' C, X w f-< C, DETAIL 27B -DETAIL 13 ' C,,. ,. WID ID >-c, C, "w --'z w ::, " " U-u _,.,, w 0 .. w I UC, u 0 + a, co a, "' <( w ,_ " a:: 1/l < x-z w < :, I- f-If) u 0 w ., LL 0 Ii ",, , ---I~-, -L . ,~----. ---,_ --ll:-_ -. -,_ 12'--. --,_ . • I 2 3 Lss\ 4 u -I - ,· ROUTE 73 ► 990 I 2 3 4 99! 6 7 "' n. .. (.') u UJ f-z . ► . ' ' ...J :,: u ,_ ~ ' -9 I ~ .J ~ ..Q95-f-6 7 -890-- - ,_ . ~ ' -,_. f--I ' -"' ' <( :!' DETAIL 27B DETAIL 13 - X FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS 0 2 J -I ~. 8 9 - 8 9 ;-NB\ • -8.. • r-7 I I DETAIL 25 - ~ ------- ' I 1000 \.000.---... - «> •• FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 I - DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS - 12 Oca 73 19.99121.96 217 Vb PLANS APPROVAL DATE FPL and Assoc I ates. I nc. 10 CoFporote PaFk, Suite 310 lrvlne. Collfornlo 92714 l u.' ~¥ -------;-, 2.' - 0 0 + "' 0 0 -;::-\ 2: -----·~ "' 3 ,- 2 1/l - 2 UJ lli' -IJ' -2.,.. -12• ~ -I --.. -12' -... -10' - 0 144' «> ♦ DE1AIL 14 \ DETAIL 13 ....J PAVEMENT DELINEATION PLAN PD-4 SCALE• I' = 50' X a w >-v> a, > DETAIL 27B □ w w a: "' w > I-w .. a: □ X w I-.. □ 0 0 ---- + □>->-,,, wa, a, 0 I-□ □ 0 ---<w ---'z w --ijg "' u ...J"' w ""w :,: u □ u 6 a: w " 0:: "" 3¥ x-z w .. :,; I- >-(/) _, 1005 6 SB$_ 7 7 u 0 ::r: w , LL (.J 0 1---a: I .. "" • u 0 >--- DETAIL 27B DETAIL 13 X X DETAIL 13 I NCD-4 STA 4011+54 BEGIN DETAIL 8 NCD-4 STA 4013+66 END DETAIL 8 BEGIN DETAIL 36A DETAIL 8 2' - - - - - - I~ -------- - - - - - - - - - - - - - ------- 8 8 NCD-1 STA 1007+20 BEGIN DETAIL 36 9 - --- ROUTE 73 9 1010 DETAIL 36 -1040 -..J NCD-1 STA 1009+92 END DETAIL 36 BEGIN DETAIL 25A BEGIN DETAIL 276 FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS ' 3 0 "' + 2 2 DETAIL 25 3 3 NCD-1$. 120' TRANS NCD-1 STA 1012+70 BEGIN DETAIL 10 FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 DIST COUNTY ROUTE POST t.llLES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Or-a 73 19.99/21.96 z,e ue, PLANS APPROVAL DATE FPL and Assocrotes, Inc. 10 Corporate Pork, Suite 310 Jrvlne, California 92714 DETAIL 27B NCD-4i. DETAIL 10 DETAIL 27B PAVEMENT DELINEATION PLAN SCALE• I• • 50' PD-5 X >-a, 0 w V> > w "' X w t-- <( 0 ' O>-w a, t--0 ""w --'z ::, <> U---' V> <("' uo a: w <> <( ,_ z .. " t--u w ., 0 a: .. .. u t-- X X 0 w V> > w "' w t--<( 0 ,. m 0 w " u w :,: u DETAIL 0:: w I- (/) 0 LL C) DETAIL 27B DETAIL 36A 27B NCD-4 STA 4018+61 END DETAIL 36A BEGIN DETAIL 25A NCD-4 STA 4019•11 BEGIN DETAIL 10 SHEET pQ-IO SEE 4 NCO-4025•00 MATCH LINE STA DETAIL 27B DETAIL 10 DETAIL 27B DETAIL 25A DETAIL 27B FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS O .-,,-,,,.,~,•• ~,...,, ..-,..-"' ,.,-,,,-.,. I 2 ' ' ' DETAIL 13 27B DETAIL 10 FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3,2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 19.99121.96 z1q 2.sj;) PLANS APPROVAL CATE FPL and Associates, Inc. 10 Corporate Pork, Suite lrvlne, Collfornla 92714 "' In + ,-. N 0 <-1-I V>o (.) wz z ...J ::c (.) I-~ PAVEMENT DELINEATION PLAN PD-6 SCALE• I' = 50' ,,.,--,--,.., X X x- X CJ w >-Vl <D > CJ w w 0: Vl w > 1--w <( 0: CJ w 1--<( CJ ' CJ>->-W <D <D 1--CJ «"' wCJ --'z GQ G ..JV, w <W ,: UCJ u a: w " a:: <( z w < " ~ 1--VJ '-' 0 "' ., LL 0 a: a. <( C) '-' 1-- CD a NCD-3 STA 3029•65 END DETAIL 38 BEG DETAIL 10 NEWPORT COAST DRIVE EXIT TOLL PLAZA NCD-3 STA 3027•25 END DETAIL 10 BEG DETAIL 38 ~ DETAIL '11,.,_ q, <,, ~ ~ ef' ~ ~ ~ 6 ef'_.,. ~ ~, "'o DETAIL 278(Pl 12' WHITE DIAGONALS!Pl AT 50' C-C DETAIL 278 --- FOR NOTES AND LEGEND, SEE SHEET PD-I DETAIL 10 DETAIL 27B DETAIL 9!Pl NCO STA 198+20 BEG DETAIL 38 DETAIL DETAIL 9!Pl DETAIL 25 !Pl THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY NCD-3 i DETAIL 25A FOR REDUCED PLANS 0 -8 STA 80 DETAIL 2 DETAIL 27 TYPE IV!Rtl !Pl (3 EA> NCD-8 i I I DETAIL 25A DETAIL 10 DETAIL 25A 2 ' DIST COUNTY ROUTE 12 Ora 73 19.99/21.96 Z'2V Zf8 PLANS APPROVAL DATE FPL and Associates, Ina. 10 Corporate Park, Suite 310 lrvtne. Cal lfornla 92714 60' FLARE DETAIL 29!Pl (60 LFl 12' WHITE !Pl NCD-8 STA 8022+78 END DETAIL 38!Pl BEG DETAIL 10 BEG DETAIL 38 NC0-8 STA 8023•75 ENO DETAIL 38 BEG DETAIL 25A BEG DETAIL 278 !Pl NCO-I l DETAIL 278 TYPE V!24) FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3.2 "' 0 z. n ,-a i u, --; -; ,,. 0N .., ~ '"'+ 00 :,J 0 ;,< :.. U1 NCO-I STA 1036+38 12' WHITE LIMIT LINE TYPY I I I (Ll TYPY I I I (Ll DETAIL 38 111 (Ll 111 (Ll NCO-I STA 1033+38 END DETAIL 10 BEG DETAIL 38 PAVEMENT DELINEATION PLAN PD-7 SCALE1 1 • 50' r, ln?~/10 X 0 w >-V> ., > 0 w w 0: V> w > I-w <I 0: 0 X w I-<I NCD-3 STA 0 END DETAIL ' O>->-Wal ., I-0 «w 0 -'z w aQ "' 0 _, V> w <IW I 00 0 ~co-'3 0 0: \!) 1 w • " 0:: "' <I 12, i x-z w <I :, f-"' I-V) .d. 0 0 Vi A w -, LL 0 DETAIL 25A "' "' .. ' ' ~JCD-3 t: <I ~ u t.'.) I- X ~ 111 ' ' ~l \ FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY NCD-3 STA 3038+81 END DETAIL 278 END DETAIL 25A BEGIN DETAIL 36 ETAIL 278 DETAIL 10 FOR REDUCED PLANS DETAIL 36 NCD-8 STA 8037+95 END DETAIL 10 BEGIN DETAIL 38 0 ' NCD-3 STA 3041•56 END DETAIL 36 , DETAIL 278 ------DETAIL IO -----r ------4 _-------------/W -NCD-8 STA 8040•35 END DETAIL 38 BEGIN DETAIL 10 NEWPORT COAST DRIVE ENTRY TOLL PLAZA FINAL SUBMITTAL MARCH 15, I 994 SECTION 3.2 ------ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 19.99/21.96 2ZI Zi'f> PLANS APPROVAL DATE FPL and Assocrates, Inc. to Corporate Park, Suite lrvlne, Col lfornla 92714 DETAIL 27B 310 ------------------------- PAVEMENT DELINEATION PLAN SCALE• I' • 50' PD-8 X >-m 0 w V, > w 0: X w f- <( 0 ' o>-wm f-0 <( w Jz ~Q JVl <(W uo 0: w '-' <( z x-<( :,; f-" w ., 0 0: .. <( u f- X X 0 w V, > w 0: w f- <( 0 >-m D w " " w I " 0:: w 1-- V> 0 l.J... . t.') 144' DETAIL 14 w z ....I r u I-... ::. DETAIL 278 12•-IZ' 12' ~ 12' DETAIL 10 8 0 "' ,.: -+ DETA I l 278 9 1050 DETAIL 25 _ I .2.0 9 NC0-8 805 DETAIL 36A NCD-8 STA 8048+00 END DETAIL 25A BEGIN DETAIL 36A DETAIL 25A NCD-8 STA 8047•47 END DETAIL 10 ,2, - DETAIL 13 1 ROUTE 73 2 ..L --- ---rz,-- 0 "' ,_; "' + NS i DETAIL 13 DETAIL 278 NCD-8 STA 8050•60 END DETAIL 36A BEGIN DETAIL 37 3 DETAIL 37 FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY 2 FOR REDUCED PLANS 0 DIST COUNTY ROUTE 12 oca 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 19.99/21.96 FPL and Assocrates, Inc. ID corpora+e Park, Suite 310 lrvtne, ColJfornla 92714 END SECTION 3,2 BEG SECTION 3.3 RTE 73 <t_ STA 1054+00 SHEE_ TOTAL !'10 SHEETS FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 PAVEMENT DELINEATION PLAN SCALE• I' • 50' P0-9 , ..,..,--,..-, 0 w ,. V> ID > 0 w w "' V> w > ... w <( "' 0 ' w ... <( 0 ' O>-,. WID <D ... 0 <("' 0 --'z w :, <> " U-u --'"' w <("' I uo u 0: w " 0::: <{ ,_ z w < :> I- f-(/) u 0 w ., LL 0 0: .. <( t'.) u ... 0 0 "'+ >- -co a:: -c:, I-;! VJ VJ 8 I-!# o::-0...J Q. ;t: :r L,J(J 2: I- ~ - NCD STA 185•40 BEG DETAIL 27B JOIN EXIST STRIPING TYPE VI CPI AT 200' C-C CTYPI 3CEAI - DETAIL 25CPI EXIST DETAIL ..__..__ DETAIL 9CP) ----- EXIST DETAIL 9CPI DETAIL 25CPI 4 --- 5 -- NCO STA 186•00 BEGIN DETAIL 38 JOIN EXIST STRIPING I r I NCD-3 STA 3023•22 END DETAIL 38 BEGIN DETAIL 25A BEGIN DETAIL 27CPI /------\ R/W / _[ ___ <ETAIL 27B ----- ---- DETAIL 38 4030 NCD STA 189•08 BEG DETAIL 25CPI BEG DETAIL 9CPI JOIN EXIST STRIPING NCO STA 183•52 BEG DETAIL 27B NCD-4 STA 4034•46 BEGIN DETAIL 38 NCD-4 STA 4031•71 END DETAIL 38 JOIN EXIST STRIPING BEG DETAIL 27BCPI BEG DETAIL 25A FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REOUCED PLANS 0 2 ' DETAIL 10 NCD-3 STA 3025•25 BEG DETAIL 10,......--,......--,.........,......... _.........,......--DETAIL 27B DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Or-a 73 19. 99/21. 96 t.23 :u t.J PLANS APPROVAL OATE FPL and Associates, Inc. 10 Corporate Park, Suite 310 lrvlne, California 92714 DETAIL 9CPI DETAIL 27BCP) DETAIL 25{P) DETAIL 10 NCD-4 STA 4028•10 BEGIN DETAIL I 0 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 12' WHITE DIAGONALSCPI AT 50' C-C NCD-4 l PAVEMENT DELINEATION PLAN PD-10 SCALE• I' 50' X 0 w >-V> Ill > 0 w w "' V> w > I-w .. "' 0 ' w I-.. 0 ' O>->-WIil <D I-0 "w 0 -'z w aQ "" (.) .., V> w <!W :r (.)0 (.) "' w " 0::: .. ,_ z w .. " I- I-(/) u 0 w ., LL 0 0: .. .. t'.) u I- ' ., 0 .... + 0 r-- « >-Ul ·'.::· ·;:-¥~' -::.,, .. ,.,:,·-:··"':"":' .... S 12;...,;. z "' ~ 2 ) "' 90' 600' TAPER AT 50• I .r--,T~R~A~N$S_T _____________ ___:::::_::..._..:.::.::::___:..:_....:::'.'....: _________________ ~~ "' + 0 • ffi DETAIL 25(P) 0. .. I- "' w Ill EXIST DETAIL 9(P) DETAIL 25(P) 9 0: w 0. < I- ...J TYPE IVCL) CTYP) CP) STA 170•40 DETAIL 25 FOR NOTES AND LEGEND, SEE SHEET PD-I THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY FOR REDUCED PLANS O "~'-"''' __ ,, ·-...... _,___ ' 2 ' 3 ' FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DIST COUNTY ROUTE 12 PLANS APPROVAL DATE FPL and Assoc I ates, l nc. 10 Corporate Pork, Suite 310 lrvlne, Col lfornlo 92714 TYPE VI <Pl AT 200' C-C 3CEA> 180 i::~:...:.':1"2, ·.· ... :.•.······.·····.•--1~ 0 0 + w > a, a: Cl « >->-"' "' « 0 w u z >-a: ...J 0 I \l: u w ~ z ;., PAVEMENT DELINEATION PLAN SCALE• I' = 50' PD-I I 01ST COUNTY ROUTE POST MILES SH~5.T TOTAL THERMOPLASTIC THERMOPLASTIC TOTAL PROJECT SHEETS TRAFFIC PAVEMENT 12 Orn 73 19.99/21.96 225 2!3l> X STRIPE MARKING ~.~ -/7 -_-;1' DETAIL DELINEATOR -~, NO-8,9 25,25A 27B 37 36,36A (CLASS I l ~EGISTEfED Cl-.,ll ENGIN£ER SHEET LOCATION STATION 38,38B ,_ 4 NO 4' 4' 4• 8' 8' 12' ARROWS fctG-ftG LEE t LENGTH BROKEN SOLID SOLID BROKEN SOLID SOLID ~~,-· WHITE YELLOW WHITE WHITE WHITE WHITE PLANS APPROVAL DATE • Exp 03-31-95 ,._ < 17-7) < 12-3) F G FPL and Associates, Inc. ~?j·~~ - FT LF LF LF LF LF SF SF EA EA 10 Corporate Park, Suite 310 OF CJ.\.~ Irvine, Callfornro 92714 PO-I ROUTE 73 NB 950•00 TO 963•00 1300 1300 1300 ROUTE 73 SB 950•00 TO 963+00 1300 1300 1300 P0-2 ROUTE 73 NB 963•00 TO 976+00 1300 1300 1300 ROUTE 73 SB 963+00 TO 976+00 1300 1300 1300 0 P0-3 ROUTE 73 NB 976+00 TO 989+00 1300 1300 1300 w ROUTE 73 SB 976•00 TO 989+00 1300 1300 1300 >-V, "' > □ w PD-4 ROUTE 73 NB 989+00 TO 1003•00 1400 1400 1400 w a: V, w ROUTE 73 SB 989•00 TO 1003•00 1400 1400 1400 > I-w .. PD-5 ROUTE 73 NB 1003•00 TO 101600 1300 1300 1028 272 0: 0 X w RAMP NCO-I 950 638 910 272 11 I-.. ROUTE 73 SB 1003•00 TO 1016+00 1300 1300 1088 □ RAMP NCD-4 450 211 450 245 4 P0-6 ROUTE 73 NB 1016•00 TO 1025+00 900 900 900 ' RAMP NCO-I 1156 1156 1156 10 □>->-W ID ., 1016•00 TO 900 I-□ ROUTE 73 SB 1025•00 900 900 "'w □ -'z w RAMP NC0-4 900 639 900 261 11 ~h:2 " u PD-7 ..JV) w ROUTE 73 NB 1025•00 TO I 035•00 1000 1000 1000 <W :r u□ u NEWPORT COAST NB 1293 140 97 RAMP NCO-I 882 882 882 300 40 234 10 RAMP NCD-8 1472 1225 1472 97 62 27 0: ROUTE 73 SB 1025•00 TO 103500 1000 1000 1000 w " 0:: NEWPORT COAST SB 1293 3 < x--z w RAMP NC0-3 SB 695 695 < 695 480 6 :, f- I-Vl PD-8 ROUTE 73 NB 1035•00 TO 1047•00 1200 1200 1200 u 0 ROUTE 73 SB 1035•00 TO 1047•00 1200 1200 784 275 w ., LL 0 RAMP NCD-8 1085 1085 1085 480 0: .. RAMP NCD-3 531 < . 806 947 275 8 u t'.) P0-9 ROUTE 73 NB 1047•00 TO 1054•00 700 700 360 I- ROUTE 73 SB 1047•00 TO 1054•00 700 700 700 RAMP NC0-8 700 110 700 340 260 P0-10 RAMP NCD-4 NB 945 671 1085 550 14 RAMP NCD-3 SB 875 333 935 1084 5 NEWPORT COAST NB 1350 NEWPORT COAST SB 1350 PO-I I NEWPORT COAST NB 1100 X NEWPORT COAST SB 1100 I FINAL SUBMITTAL 111 MARCH 15, 1994 SECTION 3. 2 ·x ~ PAVEMENT DELINEATION SUBTOTAL -THIS SHEET 211 28765 30917 340 4948 40 296 109 QUANTITIES TOTAL 59893 5288 336 109 PD-12 • FOR PAVEMENT MARKER QUANTITIES SEE SHEET P0-13 FOR REDUCED A PL NS 0 2 ' I 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS PAINT TRAFFIC PAINT PAVEMENT 12 Oro 73 19.99/21.96 'ZZ(-288 STRIPE MARKING PAVEMENT MARKER• (2-C0ATl (2-C0AT) .£,~-/I-, -r-: ,~ DETAIL NO-9 27B 25,29 36,36A NON R!tGISTER¥D c1v{ ENGIN~ "' 38,38B SHEET LOCATION STATION REFLEC REFLECTIVE NO 4' 4' 4• 8' 12' ARROWS WORDS TIVE ~~k,-~; LENGTH BROKEN SOLID SOLID SOLID SOLID PLANS APPROVAL DATE • EXP-OS->t!'i 1'-WHITE WHITE YELLOW WHITE WHITE C 17-7) TYPE A TYPE C TYPE D TYPE G TYPE H FPL and Assoc rates. I no. ~/J ~..,. - FT LF LF LF LF SF SF SF EA EA EA EA EA 10 Corporate Park, Suite 310 'l" OF-U\\~ lrvlne, Callfornla 92714 PD-I ROUTE 73 NB 950+00 TO 963+00 1300 217 54 28 ROUTE 73 SB 950+00 TO 963+00 1300 325 81 28 PD-2 ROUTE 73 NB 963+00 TO 976+00 1300 217 54 28 ROUTE 73 SB 963+00 TO 976+00 1300 325 81 28 C PD-3 ROUTE 73 NB 976•00 TO 989+00 1300 217 54 28 w ROUTE 73 SB 976+00 TO 989+00 1300 325 81 28 >-V> a, > C w PD-4 ROUTE 73 NB 989+00 TO 1003+00 1400 233 8 52 30 w a: V> w ROUTE 73 SB 989•00 TO 1003+00 1400 350 88 30 > I-w <( PD-5 ROUTE 73 NB 1003+00 TO 101600 1300 217 66 28 a: C w RAMP NCO-I 950 30 19 28 I-<( ROUTE 73 SB 1003+00 TO 1016+00 1300 325 81 28 C RAMP NCD-4 450 10 PD-6 ROUTE 73 NB 1016+00 TO 1025+00 900 150 38 20 ' RAMP NCO-I 1156 96 24 49 C>->-wa, a, ROUTE 73 SB 1016+00 TO 1025+00 225 56 20 I-C 900 "'w C .Jz w RAMP NCD-4 900 49 23 28 a~ "' u 1025•00 TO 1035+00 167 42 22 .JV> w PD-7 ROUTE 73 NB 1000 <(W X UC u NEWPORT COAST NB 1293 1140 960 1255 585 199 45 3 51 24 RAMP NCO-I 882 49 25 38 RAMP NCD-8 1472 110 28 52 a: .. ROUTE 73 SB 1025+00 TO 103500 1000 250 63 22 " 0:: NEWPORT COAST SB 1293 1140 1383 1255 24 3 24 24 .. z w RAMP NCD-3 SB 695 38 29 30 .. :, I- I-(/) PD-8 ROUTE 73 NB 1035+00 TO 1047•00 1200 200 50 26 u 0 ROUTE 73 SB 1035+00 TO 1047+00 1200 300 8 80 26 .. ., LL 0 RAMP NCD-8 1085 70 38 46 a: I--... Q_ RAMP NCD-3 806 18 22 <( . 28 u 0 PD-9 ROUTE 73 NB 1047+00 TO 1054+00 700 117 29 15 I- ROUTE 73 SB 1047+00 TO 1054+00 700 175 4 41 16 RAMP NCD-8 700 5 36 6 PD-10 RAMP NCD-4 NB 945 26 29 28 RAMP NCD-3 SB 875 11 48 15 NEWPORT COAST NB 1350 542 679 542 330 12 12 NEWPORT COAST SB 1350 1350 302 1350 29 29 PO-I I NEWPORT COAST SB 1100 195 1060 42 4 23 I FINAL SUBMITTAL MARCH 15, 1994 111 SECTION 3.2 ~ PAVEMENT DELINEATION SUBTOTAL-THIS SHEET 4367 3324 5462 585 553 42 45 4847 20 6 1538 905 QUANTITIES TOTAL 13153 585 640 4847 2469 PD-13 \ • INCLUDES PAVEMENT MARKER QUANTITIES FOR THERMOPLASTIC TRAFFIC STRIPES SHOWN ON SHEET PD-12 \ FOR REDUCED PLANS 0 ' ' I I X 0 UJ >-Vl ID > 0 UJ UJ "' Vl UJ > >-UJ .. "' 0 X >-.. 0 ' O>->-UJ ID ID >-0 0 .. .., .Jz UJ ::, '-' "' U-u .J Vl UJ .. UJ ,: u □ u 0: UJ '-' 0:: .. x-z w .. :,; f- >-l/) u 0 UJ -, LL 0 0: .. "' . u t:) >- X X LEGEND• @EXISTING ROADS I DE SIGN TO REMA IN @REMOVE ROADSIDE SIGN @ROADS I DE SIGN <STRAP AND SADDLE BRACKET METHOD> (@) OVERHEAD SIGN I -99 (@) ROADS I DE SIGN 200 ANO ABOVE t ONE-POST ROADSIDE SIGN I TWO-POST ROADS I OE SIGN 1 OVERHEAD SIGN I SIGN BRIDGE ENO SECTION 3. I BEGIN SECTION 3.2 RTE 73 i STA 950+00 950 2 2 3 3 3 4 955 4 9 5 4 955 6 6 SB t 6 7 7 CD G83 L_ Newport Coast Dr I MILE FNBT NB STA 952•00 INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN 7 8 9 9 0 2 3 4 9 9 0 2 3 9 9 2 3 NOTES, I. FASTRAK LOGO BY OTHERS. (j) USED FOR SYMBOL. 2. SIGN FORMATS NOT TO SCALE. 3. ALL EXISTING ROUTE 73 GUIDE SIGNS TO BE REMOVED BY OTHERS. THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS 0 2 3 TOLL PLAZA Laguna Cyn Rd@ El Toro Rd FSBT SB STA 974•00 INSTALL TUBULAR CANTILEVER (VERTICAL POST! OH SIGN G23 3 PLANS APPROVAL DATE FPL and Assoc I ates, I no. 10 Corporate Park, Suite 310 lrvlne, Collfornla 92714 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 SIGN PLAN SCALE I'• 100' S-1 X 0 w >-Vl a, > 0 w w "' Vl w > f-w .. "' 0 X w f-.. 0 ' O>->-w <D a, f-0 .. w 0 _,z w BQ "' u -J Vl w .. w "' uo u "' w " n:: .. x-z w .. " I- f-V) u 0 w .., LL 0 0: .. .. • u u f- ? 980 I 9 '6 ~ t~ 7 I 9•0 9 .... ';i, 1 I 980 ,, 'i 8 ~rs-: 1 \\ X X 3 4 2 3 rNB i 4 2 3 985 6 7 8 ROUTE 73 985 6 r 8 4 985 6 7 8 G) G23 Newport Coast Dr ½ Ford Rd/ I % Bonito Cyn Dr Bison Ave 2% FNBT NB STA 979+00 INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN 9 990 9 990 9 990 FOR NOTES AND LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS 0 .,,.,, ,-'"' t•o ,.,,.,,,-,-I ' ' I csa I 3 ' I 2 i " 3 4 3 '-... s 2 3 WILDLIFE 99b 6 I 7 8 9 ---.· 7 • 4 I 995 /6 7 UNDERCROSSING FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 • 9 ~ 01ST COUNTY ROUTE PLANS APPROVAL DATE FPL and Associates, Inc. 10 Corporate Park, Suite 310 lrvlne, California 92714 1000 I 2 1000 I 2 9 1000 I 2 I g + 3 g ~ VJ l -.., fi ... 1 SIGN PLAN SCALE I'= 100' S-2 X 0 w >-Vl m > C, w w "' Vl w > t-w .. "' 0 ' t-.. C, ' O>->-wm m t-0 "w 0 -'z w ::,'-' "' <.J_ <.J -' Vl w .. w I <.JO <.J 0: 1005 6 w 7 8 '-' 0:: .. ,_ z w 4 1005 .. " I-6 7 8 t-V) NB i u 0 4 w I 05 ., LL 0 7 8 0: .. .. (.'.) u t- X ' 9 1010 9 I 10 9 1010 @ @ G84 @ W72130l 0 Ford Rd/ Bonito Cyn Dr l'/4 MILES FNBT NB STA 1005+60 2 G83 2 4 3 ROIJ1E 13 1015 4 3 4 Newport Coast Dr I I 15 15 G85 6 INSTALL TUBULAR CANTILEVER (VERTICAL POST> OH SIGN FOR NOTES AND LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS 0 2 @ W591Rtl 1 e J NCD-4 MATCH LINE STA 4025•00 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 6 12 Oro 73 19. 99/21. 96 2?.2 2ft; PLANS APPROVAL DATE FPL and Assoc I ates, J no. 10 Corporate Park, Suite 310 Irvine, cat lfornla 92714 U") U") + ,-. N 0 .. ' ,_ Cl VI U z ..., z ...J :x: u ... 1 SIGN PLAN SCALE I' = 100' S-3 □ "' >-"' a, > □ "' "' II'. "' "' > t-"' ., II'. □ X "' t-., □ ' □>->-"'"' a, t-□ .. ., □ -'z "' B!:2 "' u ..., "' "' ., "' "' u □ u II'. "' " a::: "' x-z 'W "' ::, ~ t-l/1 u 0 "' -, LL 0 II'. Q_ ., t:) u t- ED .ii R88 MODIFIED DETAIL (b)I~~! 3' D CAPS 30' B/W DO NOT STOP 5' D CAPS 30' 6 (!;) ONLY + OTHER TRAFF IC PAY TOLL + FSBT NCD-3 STA 3028•40 INSTALL LIGHTWEIGHT OH SIGN BRIDGE<BY OTHERS) INSTALL TWO ETC ANTENNAS ON DOWNSTREAM SIDE <BY OTHERS) Q R88 (MOO) v@ NEWPORT COAST DRIVE EXIT TOLL PLAZA PREPAID FASTRAK INFO CALL 800-378-TRAK 04 G92 (MOD), G28 G4S, G43 W72C30) 0 @ 0 G92 <MOD l, G28 G48,G44 @@ EXACT CHANGE REQUIRED NO ATTENDANT ON DUTY @ .... VEHICLE TOLL 2 AXLES -~ 3 AXLES -~ ◄ AXLES -~ $ All£$ .xx 6 AXLES .xx 0 RIS<Rtl 0 G24 0 G92 MODIFIED DETAIL TOLL ROAD NORTH @ SOUTH Newport Beach San Diego + ~ FNBT NEWPORT COAST DRIVE STA 183•60 INSTALL TUBULAR CANTILEVER <VERTICAL POST) OH SIGN G20 TOLL ROAD (73) NORTH RIGHT LANE TOLL ROAD ENTRANCE 54' FOR NOTES ANO LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCE□ PLANS O m~ln!Nb.1 <;("Al~ I<; !N !Nf"l-l~<; I 2 I 30' , I 0 GTB TOLL ROAD @ NORTH (b) ONLY LEFT LANE /I W81 <Rt) § G92(M0Dl, G28h.3d G47, G44 t::.:f POST MILES SHEET TOT AL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 Ora 19_99121.9s z3; 20e, PLANS APPROVAL DATE FPL and Assoc I ates. Inc. 10 Corporate Park. Sutte 310 lrvlne, California 92714 0 .... VEHICLE TOLL 2 .uu:s .:,ex 3 AXLES .xx 'I AXLD .:,ex $ A.LES .xx 15 A•LES .xx 81 <R+>@ W57(Ltl, TYPE N-10 & Rt>@ ------RII, RIIA@ ---RII, RIIA § W81 (Rt>@ R59(Lt>@@ G92(MOD), G28,~ G47, G43 ~ W81 CR+>@ §@ FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 SIGN PLAN SCALE I'= 100' S-4 CII CA !02540 X 0 w >-V, al > 0 w w 0: V, w > I-w .. 0: 0 ' w I-.. 0 ' o>->-Wal al 1-0 .. w 0 -'z w ::,._, "' u_ u _, V, w .. w I uo u 0: w 0 0:: .. ,_ z w .. " I- I-Vl u 0 UJ -, LL 0 0: .. .. • u C) I- 0 RBI RB!B , ED 1 DIST COUNTY ROUTE 12 PLANS APPROVAL DATE FPL and Associates, lno. 10 Corporate Park, Suite 310 lrvlne. Col lfornlo 92714 0 ~ ... Io CL+> NEWPORT :;l '::: YPE N-1 -js "'0 a:: 0 -cl .... :i~·•=c-"=·~~-;··!-;"'.C;~;-·-•;'~"'~e;-c:;~;m;,~;~~··;""~C.~.;:~.c.:;,~~~~~~~~=~~==~~==~~~;=T=~==~r==ir==r~=3~~ ~ ~ :', . I ';70~:~:: ~,, : ,: .=:::=.=::: '" ~ _····· ac • <t; .. ..l,!5·:;,;;~;•~a;;d.:;c,;,; ,;;~~-== C::~ 1 "''."'.~:~'.'.';.:;;'::::;; ~ i :;~ •• ~RBI@ it PUMPING STATION AND RESERVOIR E RI NCD i @RIOCR+ \ FOR NOTES AND LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS 0 I 2 ' 3 ' G20 TOLL ROAD RIGHT LANE FINAL SUBMITTAL MARCH 15, I 994 SECTION 3.2 SIGN PLAN SCALE I ' , I 00' S-5 0 w >-V) "' > 0 0 w w a: V) w > f-PAY w .. a: 0 ' w TOLL f-.. RIGHT 0 LANE ' D>->-WID ., f-0 «w 0 -'z w aQ ,, u -' V) w <fW cc uo u a: w C) 0:: .. ,_ z w .. :, f- f-VJ u 0 w .., LL 0 a: a. .. C) u f- 7 (D ONLY + 4 (D ONLY LEFT LANE 0 @ W72130) §@ EXACT CHANGE REQUIRED ---;:io ATTENDANT ON DUTY OTHER TRAFFIC PAY TOLL + FNBT NCD-8 STA 8039+20 INSTALL LIGHTWEIGHT OH SIGN BRIDGECBY OTHERS> INSTALL ETC ANTENNAS ON DOWNSTREAM SIDE !BY OTHERS) 7. 10AS 4 0 G85 Newport Dr Coast ~ PAY TOLL 1400 FT FSBT SB STA 1043+00 INSTALL TUBULAR CANTILEVER <VERTICAL POST) OH SIGN SB l 10so II 1 G G 0 G23 Ford Rd / ½ Bonita Cyn Dr Bison Ave ½ MacArthur Blvd ¾ FNBT NB STA 1041+00 INSTALL TUBULAR CANTILEVER <VERTICAL POST) OH SIGN 0 PREPAID FASTRAK INFO CALL 800-378-TRAK NEWPORT COAST DRIVE ENTRY TOLL PLAZA FOR NOTES AND LEGEND, SEE SHEET S-1 THIS PLAN ACCURATE FOR SIGNING ONLY FOR REDUCED PLANS 0 2 ' 7. ; W601Rtl0 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ore 73 19. 99/21. 96 23'5 ,?£6 REGISTE PLANS APPROVAL DATE FPL and Assoc I ates, Inc. 10 Corporate Park, Suite 310 lrvlne, Cal 1fornla 92714 END SECTION 3.2 BEGIN SECTION 3.3 RTE 73 i STA 1054+00 R88 MODIFIED DETAIL (D).LEFT LANE 3'0 CAPS 30' B/W DO NOT STOP 5'0 CAPS 30' FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 SIGN PLAN SCALE I'= 100' !,.,..,...,.,, S-6 DIST COUNTY ROUTE POST MILES SH~§_T TOTAL TOT AL PROJECT SHEETS X X 38' 12 Ora 73 19.99/21.96 2,2( 2/.'<: 1: 38' I 24' ' .::--;,;__,, --~ ~-/"_ • ~~~"'1 24' I 16/l2'LET 13.3/IO'LET G23 G83 -~ Rf:'GISTER'1 CIVIL ENGINtER V ff( It, ·I l/2 f<NH"tG LU. :t Newpor-t Coast Dr-Newport Coast Dr ~ kc_, I PLANS APPROVAL DATE • Exp.~ .. ,_ ) 0 Ford Rd I MILE'-._ ~ I 3/4 FPL ond Assocrates, Inc. ~ CIVIL ~ N Bonfta Cyn Dr ~ 10 Corporate Pork, Suite 310 :l"t OFC~\.\~ -\--Irvine, Cal Jfornla 92714 I 1se......../ 12' CAPS I Bison Ave 2 ¾ WALKWAY 24' -~ I WALKWAY 24' I 0 ;,. ,-. w .,; "' ,-. >-V> w ID > -a. "' 0 w " >-.,; a. w 0: ,-. 7 ->-V> w :J: ,-. • ,-. > ,-. V) :J: ,-./ w ., 0 0: 0 a. ~ 't,.~ w / I-Elev 910.28 ., 0 12' 10' 5' /, / Elev 761.20 ' I ' ---I Elev 910.20 I Elev 909. 70 / 12' I 10' I 5' L----------EI ev 761. 12 I Elev 760.621 /' ' ETW ES O>->-~~ WID "' 42'X22' CIDH 1-0 ETW ES ., w " SIGN No(D PILE FOUNDATION ...,z w 42'X22' CIDH a~ "' SIGN No@ u PILE FOUNDATION ...J Vl w <tW r FNBT NB STA 952+00 uo u FNBT NB STA 979+00 I ) INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN 2) TYPE A LAMINATED PANEL I I INSTALL TUBULAR CANTILEVER (VERT I CAL POST! OH SIGN 2) TYPE A LAMINATED PANEL 3) NON ILLUMINATED II: 3) NON ILLUMINATED w " 0:: ., x--z w I 38' I 40' ., :, f-I 24' ' 18' ' 18' I I-V) u 0 __ I 13,3/IO'LET G23 ' 16/12'LET (a) G83 1 16/12'LET (b) G85 1 w -, LL --0 II: TOLL PLAZA I For-d Rd I Newpor-t Coast n. ., . u t'.) 0 Laguna Cyn Rd 0 Bonito Cyn Dr I-0 -3 '.:' Dr-Jf El Toro Rd ) l/4 Ml LES ~ -~ --, I !___12' .1 I I L15• L-10• CAPS WALKWAY 24' WALKWAY 36' I ,-. ,-. X "' "' ;., a. a. >->--,-. ,-. " ;., :J: t;; Elev 808. 76 -,-. V) Elev 605.83 • 0 ~I/ :J: a. / I / X I 12' ' 10' ' 5' I 15' 10' 5' v ~ I Elev 807.33 / Elev 807. 73 / ' .-~~ I Elev 604. 40 / Elev 604. 80 / 111 ETW ES "' 42'X22' CIDH ETW ES "' 1----42'X22' CIDH ~ PILE FOUNDATION @ ~ LE FOUNDATION SIGN No@ SIGN Nos 8, ® , / FSBT SB STA 974+00 FNBT NB STA 1005+60 ~ I) INSTALL TUBULAR CANTILEVER (VERTICAL POST! OH SIGN I ) INSTALL TUBULAR CANTILEVER (VERTICAL POST> OH SIGN 2) TYPE A LAMINATED PANEL 2) TYPE A LAMINATED PANELS FINAL SUBMITTAL ~~~ 3) NONILLUMINATED 3) ILLUMINATED (80TH PANELS) MARCH 15, 1994 SIGN DETAILS SECTION 3. 2 NO SCALE S-7 \ FOR REDUCED PLANS 0 2 I I ' I a w >-V, "' > a w w "" V, w > I-w <( "' a ' "' I- <( a ' a>->-"'"' "' ,.. a a <("' ..Jz w a!::'! "' '-' ..J Vl w <("' I UC '-' "' "' C) 0:: <( ,_. z w <( :,; I- I-V) u 0 "' ., LL 0 "' .. "' . u C) I- ' I 16/12' LET -- 0 OJ Newport - -~ I 17' 38' 34' I ~12'CAPS G24 TOLL ROAD' B/Y NORTH @ SOUTH Beoih I Son I 3' I WALKWAY 34' o i ego w1G ~ :I~ .... w Q. >-.... a, ~ ~/ / Elev 499.83 i---------------------~/,,,,--I 12' I 12' I 8' I 7' I Elev 498.58 Elev 498. 45 I I l 2) 3) ETW ES SIGN No@ FNBT NEWPORT COAST DR STA 183+60 t------42"X22' CIDH PILE FOUNDATION INSTALL TUBULAR CANTILEVER (VERTICAL POST> OH SIGN TYPE A LAMINATED PANEL ILLUMINATED 46' 12'CAPS 8' (al SPEC 12'CAPS 16' <bl SPEC 100' © 7' -s· OTHER TRAFFIC 100' ONLY PAY TOLL B/W + + B/W Elev • I 9' 100· B/W 12'CAPS 8' © ONLY + 4' I . 46' (al SPEC 7' -9" 19' -91 12' CAPS 16' (bl DIST COUNTY I ROUTE 12 0ra I 13 ~I--/~,-/) ' ~EGISTEfED CI\IIL ENGlr-.t.ER POST ~ILES TOT AL PROJECT 19. 99/21. 96 SHEET TOTAL NO. SHEETS Z.37 2bi::, ' ~ ~ ~ -"'\t =~==~=~----1\,.. No. C 040N~ r"=L•~"ccscc•cc••cc•=ov~•=L =DA'-'T-"E-----\\• Exp. o:s-5-ts • FPL and Assocrotes, Inc. ~r. ~"'" - 1 0 Cor-porote Pork, Su I te 3 IO C OF Ct.~ lrvlne, California 92714 SPEC OTI-lER TRAFFIC PAY TOLL 100' + B/W I 8' 5' -3' . . ~ Elev 379.27 ~ I/ '-._ 5' 5' / 2' 12' 8. 5' 10.5' 3' 38o.9o I~ _._1----_r'f-----l.__l.~ ____ _J_ ____ L_~===L-,L_--r~·-- Elev 379. 26 Elev 378.64 ~ ' 30'Xl5' CIDH- PILE FOUNDATION I ESS~TW Elev 379.30 SIGN Nos @&@ E/W ES Elev 378.56 30'Xl5' CIDH "" P-ILE FOUNDATION FNBT NCD-8 STA 8039+20 ll INSTALL LIGHTWEIGHT OH SIGN BRIDGE <BY OTHERS> 2) TYPE A-2 (ILLUMINATED! 31 POST TYPE 12' o 65.42 4) CROSS BEAM TYPE 8X6 X 22.04 ~ 9' 4' I 19'-9' ~-----,--1 _____ , ____ ,_ - 8' 5' -3' 5) INSTALL TWO ETC ANTENNAS ON DOWNSTREAM SIDE (BY OTHERS) 0 .; • :c . . "' "' '" ~ EI ev 453. 76 Elev ~ I/ ',_ 5' 2' 12' 8.5' 10.5' 3' 5' / 455, 35 ~. , ~ Elev 453. 71 Elev 453,09 -'--j'""-1---::-k-.,J.L,,,-_______ _L _____ _:L_=====~---,J._--,l,E;;· -- 30'X15' CIDH- PILE FOUNDATION 1 ES"ETW 3 /ES "-EI ev 453. 75 SIGN NoS@ & @ Elev 453.03 FSBT NCD-3 STA 3028•40 ll INSTALL LIGHTWEIGHT OH SIGN BRIDGE (BY OTHERS) 2) TYPE A-2 (ILLUMINATED) 3) POST TYPE 12' o 65.42 4) CROSS BEAM TYPE 8X6 X 22,04 51 INSTALL TWO ETC ANTENNAS ON DOWNSTREAM SIDE <BY OTHERS) FOR REDUCED PLANS 30'Xl5' CIDH Pl LE FOUNDATION 0 FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3.2 2 3 I ... SIGN DETAILS S-8 NO SCALE 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Oro 73 19. 99/21. 96 ,, .~,t 2£'& X 36" 16• CAPS 120' e--'c~ --£I· ----;,' - 22' SPEC! .f~~ ' } , 13.3110' LET G23 WIG PREPAID ~EGISTEIJED c1VIL ENG~ER" fl,-~\ --FASTRAK INFO ~:~·-~~ Ford Rd I 1/2 CALL 8OO-378-TRAK PLANS APPROVAL DATE -41 EKp. 03-31--95 ,. Bonita Cyn Dr FPL and Assoc I ates, I no. ~~ ~~ - 0 10 Cor-porote Park, Suite 310 ?e OF-U\.~~ N Bison Ave I ½ \ Irvine, Callfornlo 92714 -SIGN Nos@ & 0 MacArthur Blvd I 3/4 ~L X 0 I WALKWAY 22' •I >-w 90' 60' V> I 8' I SPEcl ID > CAPS G78I 0 w ,_ -w DC V> w w BIY TOLL ROAD EXACT > I-Q. w < ;,. >-6'CAPS CHANGE "' 0 ,_ w .; ,_ @ REQUIRED I-"' < -V> BIW "' 0 • 0 t-- :,: Q. JI NO "' WIG ATTENDANT Elev 389.84 4'CAPS I/ NORTH ON ' 12' I 10' 5' / DUTY O>->- ,_ WID OJ I / 48' •-L I-0 0 Elev 389. 75 lo•n -·ps l.1;PEC <w L... '----'z w SIGN No 0 a~ "' ETW EI ev 389. 25 , ES ~ u (D SIGN Nos@ & § JV, w SIGN No@ <W :,: 42'X22' CIDH BIW uo u PILE FOUNDATION FNBT NB STA 1041+00 ONLY I l INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN 0 "' x- "' 2) TYPE A LAMINATED PANEL LEFT le• 100' G1al __ w 3) NON I LLUM I NA TED " 0::: CAPS < LANE z w -« BIY TOLL ROAD :> f-- I-V) X u 0 36' w I @ ., LL ·1 "' 0 22' 0&0 NORTH a: ,~w ... 1 I SIGN Nos ,-. .. 10:::11?•1 ~r WIG < , -u CJ Newport Coast/f I-WIG RIGHT LANE 0 Dr -- 0 ~§· -\, __ lo,n -·--kprc SIGN No@ ~AY TOLL 1400 FT BIY PAY I 84' SPEC! __ --BIW I I 2' CAPS/ WALKWAY 22' •I TOLL ---"' .... ,-. 100' DC RIGHT le• CAPS G2ol __ BIW VEHICLE TOLL ;,, w LANE 2 AXLES .xx "' Q. BIY 3 AXLES .xx "' ->-TOLL ROAD • ,_ 7 4 AXLES .xx :,: ,_ 5 AXLES .xx V> @ 6 AXLES .xx 0 "' 0-L Q. 0&0 /✓✓ Elev 392.42 SIGN Nos ,-. WIG I 12' I 10' I 5' _£'_1/ RIGHT LANE SIGN Nos @&0 I f Elev 391. 51 I Elev 391.56 I , __ (I'D CAPS -llne ll ~ ETW ES 0 (6' D CAPS -I Jne 2) 'I' 36'Xl9' CIDH SIGN No (4' D CAPS -I Ines 3-Tl ! f SIGN NoG) PILE FOUNDATION X ~ FSBT SB STA 1043•00 I) INSTALL TUBULAR CANTILEVER (VERTICAL POST) OH SIGN 2) TYPE A LAMINATED PANEL FINAL SUBMITTAL 3) I LLUMI NA TED MARCH I 5, 1994 SIGN DETAILS NO SCALE \ SECTION 3.2 S-9 \ FOR REDUCED PLANS 0 ' 2 3 I I. DIST COUNTY I ROUTE POST MILES SHric5 0 T TOTAL TOT AL PROJECT SHEETS 12 Oro I 73 19.99/21.96 l.3? 2£Yi!J X ../',:,;::,,~ -// -..__,,; ROADSIDE SIGN QUANTITIES -~~ RfGISTERE!V CIVIL' ENGINE~ I/. l ,,_, .. , POST SIZE & LENGTH REMARKS PANEL ROADSIDE ~~c--, SIGN SIGN PLANS APPROVAL DATE • Exp 03-31-15 • NO CODE SIZE SIGN INSTALL SIGN REMOVE ~~. CIVIL~ ·-0 ( INCH) 4• x4• 4"x6' 6'x6' 6" x8' (STRAP & SADDLE ROADS>OE FPL ond Assoc rates. Inc. I-POST 2-POST BRACKET METHOD) SIGN 10 Corporate Pork, Suite 310 OF Cl~ lrvlne, Col lfornlo 92714 EA EA EA EA 200 W72(30) 48X60 I 201 G84 54X48 15.5 I 202 W59(Rt) 48X48 13.0 I 203 SPEC 120X48 16.0 I 0 204 G92(MOO> 54X30 14, 5 I w >-V, G28 25X28 I a, > Cl w G4S 26Xl2 I w "' V, w G43 26Xl8 I > 1--w <( 205 R MKR 24X30 8.0 I "' Cl X w 206 SPEC 60X66 I 1-- <( 207 SPEC 84X66 17. 5 I C 208 R88(MOD> 30X30 I 209 GI I 36Xl8 8. 0 I ' 210 GI I 36Xl8 8. 0 I O>->-211 W4-16. I 72X72 20.0 I Wal a, ,__o C 212 SPEC 4BX90 19.0 I «w --'z w 213 W75(Lt> 60X60 17. 5 I a!:2 " (.) JV, w 214 SPEC 48X72 18. 0 I <(W I 00 (.) 215 Rl8(Rt) 36X36 14. 5 I 216 G78 90X72 I 8, 0 I 217 SPEC 84X66 17. 5 I x-- 218 Rl6B 30X36 13. 5 I " 219 W57(Lt> w 4BX24 10.5 I " <( 0:: N-1 MKR IBXIB z w <( 220 RIO(Lt) 48Xl6 7. 0 ::, I-I 1--V) RIO(Rt) 48Xl6 u 0 221 RBI -I w ., LL 0 222 --(8) "' a. --.. . u t.:) 223 - -(8) 1--224 RI I 48X48 16.0 I RI IA 36X21 225 --(8) 226 RI I 48X48 16.0 I RI IA 36X21 227 W8 I (Rt) 30X36 9. 5 I 228 R59 <Lt) 42X48 13. 5 I 229 R59(Lt) 42X48 13. 5 I X 230 R43 24Xl2 11. 5 I 231 WB I !Rt> 30X36 9.5 I 232 R59 (Lt) 42X48 13. 5 I TOTAL THIS SHEET 22 7 3 I (A> MOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A73B (8) NOT USED I 111 NOTES• I. EXACT LENGTH OF POSTS ANO SIZE OF PANELS SHOULD BE VERIFIED IN THE FIELD. I~ H!L T H!RT 2. EXACT LOCATION OF ROADSIDE SIGNS TO BE FINAL SUBMITTAL DETERMINED BY THE ENGINEER. -L___J_IE MARCH I 5, I 994 SECTION 3.2 SIGN QUANTITIES \ S-10 FOR REDUC ED PLANS 0 2 J ' ' DIST COUNTY ROUTE rn~i~r P~~J°E5cr 1sH~.T TOTAL SHEETS 12 Ora 73 19. 99/21. 96 iz'lo 2ft) X :~___,//. ._c _ ---c: ,v--~, ROADSIDE SIGN QUANTITIES REGISTErfilD CIVIL ENG!Nt:ER ,,_ ... , POST SIZE & LENGTH REMARKS ~~~c-~ PLANS APPROVAL DATE .. Exp. 03-5-15 ._ SIGN SIGN PANEL ROADSIDE FPL and Assoc I ates, Inc. ~?( ~~ - NO CODE SIZE SIGN INSTALL SIGN REMOVE 10 Corporate Park, Suite 310 of'ct.U~ 0 (INCH) 4"x4" 4'x6" 6'x6• 6" xe· (STRAP & SADDLE ROADSIDE Irvine, Cal lfornlo 92714 I-POST 2-POST BRACKET METHOD) SIGN EA EA EA EA 233 R59(Ltl 42X48 13.5 I 234 WB I <Rtl 30X36 9.5 I 235 Wl7 48X48 13.0 I 0 236 W/7 48X48 13.0 I w >-V) 237 I ., ;;: G92 (MODl 54X30 14.5 0 w G28 25X28 w "' V) w G47 ;;: t--26X/2 w .. G43 26XIB "' a X w 238 WB I <Rtl 30X36 9.5 I t--.. 239 G92(M0Dl 54X30 14,5 I a G28 25X30 G47 26Xl2 ' G44 26XIB O>->-240 W4-8. I 72X72 20.0 I Wal ., >-a 0 241 G78 /OOX72 18.0 I .. w .Jz w W72(30/ 48X60 B!::? " 242 I u .JV) w 243 G92 (MODl 54X30 14.5 I <tW " ua u G28 25X28 G4S 26Xl2 G44 26XIB 0: 244 RBI l2XB 11. 5 I w RBIB BX5 " 0:: .. 245 G20 /OOX72 18.0 I z w .. " I-246 WI I (Rtl 36X36 12.0 I t--1/) 247 SPEC 48X72 18.0 I u 0 w 248 SPEC 48X90 19.0 I .., LL 0 249 W72(30I 48X60 I 0: n. 250 G84 54X48 15. 5 I .. . u 0 251 R MKR 24X30 8. 0 I t--252 SPEC 60X66 I 253 RBS IMODl 30X30 I 254 SPEC l20X48 16,0 I 255 W60 <Rt! 48X48 13.0 I TOTAL THIS SHEET 14 5 4 TOTAL <SHEET S-/Ol 22 7 3 I GRAND TOTAL 36 12 7 I (Al MOUNTED ON METAL POST PER CALTRANS STANDARD PLAN A73B (B) NOT USED I 111 ~ FINAL SUBMITTAL MARCH 15 , 1994 SECTION 3. 2 QUANTITIES SIGN \ S-I I FOR REDUCED PLANS 0 2 3 ' ' ' DIST COUNTY ROUTE POST MILES SH~5_T TOTAL TOTAL PROJECT SHEETS 12 Oro A 73 19.99/21.96 Z'il i.tv ~-/~ -//__ • ;--/ ;,,;ru!!!I',~ REGISTEfV::.D CIVIL ENGlptt.ER w ~ §, F<NG-Ptll La 't a: No. C CMON9 PLANS APPROVAL OATE • E>,p..03-:.t& • - FPL and Assoc rates, Inc. ~J:; CIVIL ~ 10 Corporate Pork, Suite 310 t Of ""w Irvine, Collfornlo 92714 OVERHEAD SIGN QUANTITIES 0 w >-<f) m > z o_ 0 -z z'-">-w-z ;::: 0 w C, z,->-z I-w "' -w-~w--C, I-<( <:>z« ~wG <:>w:,: <f) w V>O:a: v,O: a: _z., -::,31< -a: C, > I-::l<( ::)<[ V)::,"' V)j:S Vl~w Vl::,-w .., SIGN LOCATION .-I~...J ..... _J~_J CIDH CIDH CIDH _:,:§l:;;! I-w "' 0 LI.. v,u::i tJ.. Ju::> PILE PILE PILE _ _, <( .... :ct; iC .... ...Ju~ NO ~-::>m _. 4::>CO LLVlw3: 1.1.....Jw:J: ~ ~ ::i !i: LLJ:::)1-w za:::, ,_a:::, FON FON FON ..... Z<.:> I -<Cc, .,_,40:::t: I-0 a:1-1-v,1-1-30' 36' 42' t-o:i:: z"' c, I-I-C, .., ::,v,-zV>~ 0:0 I-v,_,_ a: t--V>v,-0 u. ::,--Za:-::,V> _J z _J -LI.. ffi :i= u. --a)"' ' LB LB LF LF LF LB LB LB LB O>->-wm m I 952+00 NB 11650 11650 22 1-0 "w 0 2 974•00 SB 11840 11840 22 .Jz w aQ "' 3 979+00 NB 12110 12110 22 u JV, w <W "" 4 1005+60 NB 12960 12960 22 uo u 5 183+60 NCO NB 12700 12700 22 6 3028+40 NC0-3 SB - -CBY OTHERS) 7 8039+20 NCO 8 NB - -CBY OTHERS) "' 8 1041•00 NB 11790 11790 22 w 19 0 0:: 9 1043+00 SB 9310 9310 .., z w .., :, I- I-l/) u 0 w .., LL 0 a: '-.. . u (._') I- SHEET TOTAL-THIS SHEET 82360 82360 19 132 (F) THE QUANTITIES SHOWN IN THESE COLUMNS FOR EACH INDIVIDUAL PORTION OF WORK ARE FINAL PAY QUANTITIES I 111 NOTES• I. ALL OVERHEAD SIGN INSTALLATIONS SHALL MAINTAIN A MINIMUM VERTICAL CLEARANCE ~ OF 18'-0" BETWEEN THE FINISHED SURFACE OF ROADBED ANO BOTTOM OF WALKWAY. 2. ALL "H' HEIGHTS AND BASE ELEVATIONS ARE FOR QUANTITIES ONLY ANO ARE SUBJECT FINAL SUBMITTAL SIGN QUANTITIES TO CHANGE BASED ON NOTE I. SIGN PANELS FOR NEW OVERHEAD SIGNS SHALL BE LAMINATED PANELS, TYPE A,UNLESS MARCH 15, 1994 3. S-12 SHOWN OTHERWISE. SECTION 3.2 \ \ FOR REDUCED PLANS 0 ' ' I I. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Orn 73 19. 99/21 . 96 ?41 Z.&f! ----/'.7--/L. ._ -/'_ -~ TRUNK CONDUIT SCHEDULE ' RE:G1STE"'l-O CIVIL ENGJN~R v ,· r; ~~ CONDUIT CO~P,IJIT INTERDUCT Af_Go,Uf CONDUCTOR RUN & h .... ,.ONG-f'IC LU: ~ I MT I I ~ c_, PLANS APPROVAL DATE • E>cp,.03-31-96 • _ 4"C 2 MT I I FPL and Assoc fates, I no. ~J; CIVIL ~ W/4-1' Tl MT r) IO Corporate Park, Su I te 310 ~ OF Cl\.~ INTERDUCT 3 I I € 4 MT I I lrvlne. CA 92714 4"C I MT I I ' PROJECT NOTES <ELECTR I CAU W/2-1' T2 INTERDUCT 2 MT I I DJ •2 TOLL PLAZA REFER TO SHEET E-16 FOR SERVICE SINGLE LINE DIAGRAM. LIGHTING 0 11] •4 "' FUTURE 334 CABINET FOR RAMP METERING TO BE INSTALLED BY OTHERS. TOLL PLAZA LTG >-V, a, > [TI RAMP METER 0 "' FUTURE 334 CABINET FOR TRAFFIC COUNT STATION TO BE INSTALLED BY OTHERS. •8 "' "' TRAFFIC MONITOR V, "' 8J FUTURE TO BE INSTALLED BY SYMBOLS > I-334 CABINET FOR CCTV OTHERS. 4'C Pl NONE CCTV 2 "' <I •10 "' 0 [II SIGN LIGHTING "' INSTALL FOUNDATION ONLY FOR CCTV STANDARD (45' POLE!, [el LOCAL PULL BOX (POWER I I-m CAP ENDS OF CONDUIT OR [g WITH SECTION 3. I OR RAMP SIGNAL <I 3. 3. •14 'METER ON' SIGN r£'] 0 LOCAL PULL BOX (COMMUNICATION! 7. PROTECT ENDS OF WIRE WITH ELECTRICAL TAPE AND SCOTCH COAT FOR ALL •10 COMMON CIRCUITS TO BE COMPLETED IN THE FUTURE. MT I !51 IN-LINE PULL BOX .. 8. ALL CONDUITS SHALL BE MT UNLESS OTHERWISE STATED WITH CONDUCTOR CALLOUTS QUEUE DET. @ FUTURE CALL BOX O>->-"'a, al WITHOUT PARENTHESE. CONDUIT OR CONDUCTOR CALLOUT$ WITH PARENTHESE ARE TO DEMAND DET, I-C .... 0 BE INSTALLED BY OTHERS IN FUTURE. 4'C DLC PASSAGE DET. r::::~1 FUTURE CCTV CAMERA AND STANDARD -'z "' I aQ " W/2-1' Cl SURVEILLANCE DET u 9. TYPE 30 LIGHT STANDARD LOCATED BEHIND GUARD RAIL SHALL BE MOUNTED ON C2l FUTURE 334 CABINET JV, "' INTERDUCT COUNT DET. .. "' z FIXED BASE . uo u MT I I CONDUIT AND/OR CONDUCTOR TO BE 2 MT I I (---)r- INSTALLED BY OTHERS ffi END SECT I ON 3. I 0:: BEGIN SECTION 3.2 • z w STA 950+00 • I-4 :I ... VI u 0 ~ ~ LL 2•10 /2'C,MT 0: .. fl] C -::::,,;/'°' ""' . ><• --. -◄ (.'.) -u ... ' I ] ';;; '-(2-3'C) ---"' ' I I MT --Lu 17 ----fi I I ' ------_)i~. ----,,, -Lu 4'C,2•10 I I 4'C,MT ROUTE 73 Lu i i V) ' ' 955 0 ! ! 960 0 2 + I I ,,, ' -7.~ ' 95a- -. -~ - -960-;::: ---V) . ' ., •C ., --•C C ----...., ,.,_, @ -I -.. _ ----"" -l!I i;g -, ~ ---- 111 6 -~ ...., :r: -, f:! ~ t FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3. 2 ~ ELECTRICAL NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE I' =50' E-I ' FOR REDUCED PLANS 0 2 ' 1,.,,, X " w >-"' "' > " w w "' "' w > >-w <( "' " X w >-<( " ' O>->-wa, "' >-0 <w 0 --'z w :, "' "' u_ u --'"' w <W I 00 u ' ffi ul D er. t-◄ ul x-z w ul ◄ :I f-:c 2' C, C4DLCl VJ (/) .. u 0 ul a LL ul "' (/) 2'C,8•12 LOOP WI RES, C4DLCl .. 0 .. Cl 0 965 u + .. "' <l) 2'C, 12•12 LOOP WIRES, C4DLCl "' ul z --' -1)65- :i: u t--., :::; ' X NOTE ROUTE 73 CONDUIT 4'C W/4-1' INTERDUCT 4'C W/2-1' INTERDUCT 4'C 4'C W/2-1' INTERDUCT 9 0 N UI R N Tl T2 Pl Cl TYPE I I I-BF 120/240V SERVICE 12-55-073-0-020.327 TRUNK CONDUIT SCHEDULE I NTERDUCT CONDUCTOR RUN I 2 MT 3 MT 4 MT MT 2 MT •2 TOLL PLAZA LIGHT I NG •4 TOLL PLAZA LTG •8 RAMP METER TRAFFIC MONITOR NONE CCTV •10 SIGN LIGHTING •14 RAMP SIGNAL 'METER ON' SIGN •10 COMMON MT QUEUE DET. DEMAND DET. DLC PASSAGE DET. SURVEILLANCE DET COUNT DET. MT 2 MT - THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS O no1r-,~1;..1 "'"'~' ,:-•-= ,~, "rru,::-c, ! 2 ' ' ' 2 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Orn 73 19, 99/21. 96 Z~ 3o 2£::b PLANS APPROVAL DATE FPL and Assoc I ates, Inc. !O Corporate Park, Suite 310 lrvlne. CA 92714 FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 ELECTRICAL SCALE I' •50' E-2 FA 10?540 CONDUIT 4"C X W/4-1" INTERDUCT 4"C W/2-1" INTERDUCT 0 w >-V) 4'C a, > 0 w w a: V) w > .. w <( a: 0 X w .. <( 0 4'C ' O>->-wa, a, >-o 0 "'w -'z w QQ " (.) W/2-1' INTERDUCT -' V) w <(W ,: (.)0 (.) 15 "' er. • x-z w • 2 I-2•10 .. 1/) u 0 ... a LL a: a. • • u <.:) .. X "" V, '¾ -_.l f; I ,:;;_ ~ 111 , ~ \1 L,Vl~uu I RIIN Tl T2 Pl Cl TRUNK CONDUIT SCHEDULE INTERDUCT ";flfo,OJl CONDUCTOR RUN I MT 2 MT 3 MT 4 MT I MT 2 MT •2 TOLL PLAZA •4 LIGHTING TOLL PLAZA LTG •a RAMP METER TRAFFIC MON I TOR NONE CCTV •10 SIGN LIGHTING RAMP SIGNAL •14 'METER ON' SIGN •10 COMMON MT QUEUE DET. DEMAND DET. DLC PASSAGE DET. I SURVEILLANCE DET COUNT DET. MT 2 MT ~ & & I I I I I I I I I I I I 2 I I I I I 2' C. <4DLC) DIST COUNTY ROUTE 12 Ora 73 PLANS APPROVAL DATE POST MILES TOT AL PROJECT 19. 99/2 I . 96 FPL and Associates, Inc. 10 Corporate Pork, Suite 310 lrvlne, CA 92714 .,. r I.LI ,_ I.LI I.LI :c V) ROUTE 73 , - _____ _,_-~'.'.:~~~'.._---~--+---------r•---2 99 •ct8,5a_•_l_2 __ LOO_P_W_l_,R_Es_._<_4_D_L_C_l --------------~ gt;; -----9/ ~en ~ 980 2 2"C, 12•12 LOOP WIRES, (4DLC) 2 v• ::::::=:=~~~~~~~~: ---~ z ~----9$0- 6 ~ ---_, :c u ,_ l FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 ELECTRICAL NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE I ' •50' E-3 FOR REDUCED PLANS 0 2 ' 0 w >-V> "' > 0 w w "' V> w > ... w "' "' 0 X w ... "' 0 ' O>->-wa, "' ... 0 "w 0 --'z w ijQ "' u --' V> w <W I uo u a: .. " a:: .. x-z w .. 2 f-... VJ !;I 0 ,.., cl LL I a: LU .. .. (.'.) f-u LU ,-LU @ . --::c V) a --------------a LU LU V) 0 0 + a, en 990 a, ' ... I f- V) . LU z 990 - ...J ~ ::c u f- . . . - -- --@-. . ... I :::; 111 ·x ' \? TRUNK CONDUIT SCHEDULE CONDUIT 0 INTERDUCT CONDUCTOR RUN & I MT 4'C 2 MT W/4-1' Tl INTERDUCT 3 MT 4 MT 4'C MT W/2-1' T2 INTERDUCT 2 MT •2 TOLL PLAZA •4 LIGHTING TOLL PLAZA LTG RAMP METER •8 TRAFFIC MONITOR 4'C Pl NONE CCTV 2 •10 SIGN LIGHTING RAMP SIGNAL •14 'METER ON' SIGN •10 COMMON MT QUEUE DET . DEMAND DET. 4'C DLC PASSAGE DET. W/2-1' Cl SURVEILLANCE DET INTERDUCT COUNT DET. MT 2 MT --. ,. ---------------- --- _. • ROUTE 73 99~ ~- I I . -9%--- ---C c-. . . . . . . . - --- NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 ' 2 ' 3 ' - - ----- - . . -- . -- DIST COUNTY ROUTE 12 Ora PLANS APPROVAL DATE FPL and Associates, Inc, 10 Corporate Park, Suite 310 lrvlne, CA 92714 4 5 2"C,MT I <2-3'C~~ I!) 2•1t:.""'\ 6 .--•:.\ ~ ----·---· -';:, ' IJ' ,c -1:t -, --{1t_ 1/) -t ..., --=~-~ ..., -<19Lc> t ' ~ 1/) ' ' 0 ' 0 + 4'C,2•10~ , -,.., 4'C, (4DLC) Yi 0 0 . \ ' 4 - 1000 "" 2"C,8•12 LOOP WIRES -' .... Ill "T 2'C, 12•12 LOOP WIRES ' ' I I.! --• ---1000-~i~ r•-s • 14DLC)J -- 3 ~ -...J :r: (..) >;;;_ :. FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3,2 ELECTRICAL SCALE I' =50' E-4 ('IJ ! ?11? FA I 02540 CONDUIT ' 4'C W/4-1' INTERDUCT 4'C W/2-1' INTERDUCT 0 w >-V, a, > 4'C 0 w w a: V, w > I-w <( a: 0 ' w I-<( 0 ' 4'C O>->-"'"' "' W/2-1• I-0 0 INTERDUCT "'w -'z w aQ "' u -' V, w <(W I uo u a: "' " 0: .. ,_ z w .. ::I I-.. VJ u 0 ~ LL a: .. .. (.'.) u .. TRUNK CONDUIT SCHEDULE INTERDUCT CONDUCTOR RUN & I MT 2 MT Tl MT 3 4 MT MT T2 2 MT •2 TOLL PLAZA •4 LIGHTING TOLL PLAZA LTG •8 RAMP METER TRAFF I C MON I TOR Pl NONE CCTV 2 •10 SIGN LIGHTING RAMP SIGNAL •14 'METER ON' SIGN •10 COMMON MT QUEUE DET. DEMAND DET. DLC PASSAGE DET. Cl SURVEILLANCE DET COUNT DET. MT 2 MT CONDUCTOR TO BE INSTALLED BY OTHERS IN FUTURE - 1005 - SIGN N0,4 3 MER,SC4A 103-15 NCO-I 1007•20 2 ( I > 101-15 102-15 SR-73 SB 1010+30 NCD-4 4012•10 ------- ROUTE 73 1010 --- -------c:,.-c-- 104-15 NCO-I I 009•00 NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 3 _ __,---- \ -p --2•4,4•10 ---.L~~~---·-' ----... ____ .N -J ___ _ 2·c.2•4.4•10 2'C,2•4,6•10 I TYPE I I I-CF 120/240V SERVICE 12-55-073-0-021.201 12-55-073-0-021.202 PLANS APPROVAL OATE FPL and Associates, Inc. 10 Corporate Pork, Suite 310 Irvine, CA 92714 < IDLC> FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 ELECTRICAL SCALE I' a5Q' E-5 ! ()?i::;I' -. X C, w >-V) m ;;: C, w w a: V) w ;;: t--w .. a: C, X w t--.. C, ' C, >->-wm m t--C, "'w C, .Jz w ag " <.) .JV) w <W I <.) C, <.) ffi " 0:: • x-z w • 2 I-,_ V) ! 0 LL a: .. .. (.'.) u ,_ ' ~ 111 ' 1 CONDUIT 4'C W/4-1' INTERDUCT 4'C W/2-1' I NTERDUCT 4'C 4'C W/2-1' I NTERDUCT ( ) TRUNK CONDUIT SCHEDULE Tl T2 Pl Cl INTERDUCT I 2 3 4 2 NONE 2 A MT MT MT MT MT MT MT DLC MT MT CONDUCTOR TO BE INSTALLED CONDUCTOR RUN TOLL PLAZA LIGHTING TOLL PLAZA LTG RAMP METER TRAFFIC MONITOR CCTV 2 SIGN LIGHTING RAMP SIGNAL 'METER ON' SIGN COMMON QUEUE DET. DEMAND DET. PASSAGE DET. SURVEILLANCE DET COUNT DET. Cl) BY OTHERS IN FUTURE ---- NOTE <:,O'_c,' ,o, ,. \ •· ,.,,. i; c~ MT 2•10 MT 2•10 -~ --~Cl _,,... ,,~o ___. THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 ' 01ST COUNTY PLANS APPROVAL DATE FPL and Assocrates, Inc. 10 Corporate Park, Suite 310 lrvlne, CA 92714 FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 ELECTRICAL SCALE I' =50' E -6 FA X >-ID 0 w "' > w a: ' w .. " 0 ' O>-WID .. 0 "w --'z ::, <> u_ --'"' <tW uo a: .. " .. ,_ z i .. ~ a: .. .. u .. ' X 0 w "' > w a: w .. " 0 >-co 0 w "' u w I u 0:: w I- l/1 0 LL <.'.) SIGN N0.5 3MER, SC4A NEWPORT COAST OR TYPE I I I-BF 120/240V SERVICE 12-55-073-0-021.344 TYPE 111-CF 120/240V SERVICE 12-55-073-0-021,461 12-55-073-0-021.462 202-15 203-15 NCD-3 3026•40 201-15 NCD-3 3024+80 2•4 NCD-3 3023+20 \ NC0-4 - ----- ----0------------ \,,~'<- \1,1>.~ c"- "'A ~C,v DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 73 19. 99/21. 96 ZAt Z£t, PLANS APPROVAL DATE FPL and Associates, Inc. 10 Corporate Park, Suite 310 lrv1ne, CA 92714 NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FI NA L SUBMITTAL MARCH I 5, 1994 SECTION 3.2 ELECTRICAL SCALE 1'•50' E-7 FOR REDUCED PLANS 0 ' ' r11 I,-,--,,--,,-, -i X C, uJ >-V, CD > C, uJ uJ er V) uJ > I-uJ .. "' C, X uJ I-.. C, ' C, >->-uJ CD CD I-CJ C, .. uJ -'z uJ :, '-' " "-u -' V) uJ .. uJ I UCJ u ffi " 0:: .. x-z w .. 2 I-.. VJ u 0 "' a LL CONDUIT a: .. .. C) 4'C u W/4-1' .. Tl INTERDUCT 4'C W/2-1' T2 INTERDUCT X 4'C Pl I 111 4"C W/2-1' Cl INTERDUCT X \ ;:: V) - fJ :;t ff ';" ~2•4,2•10 uJ MT t- uJ --"' :z: V) uJ uJ V) SIGN N0.6 2 MER,SC4A 2•4 ~2•4 MT ---c---. _ __,,,,,-;;-,. ------ 204-15 205-15 NCD-3 3028+80 NCD-3 3030+40 MT 206-15 NCD-3 3032+00 -1--:::c><~--- TRUNK CONDUIT SCHEDULE INTERDUCT I 2 3 4 2 NONE 2 MT MT MT MT MT •2 •4 •8 •10 •14 •10 MT DLC MT MT CONDUCTOR RUN TOLL PLAZA LIGHTING TOLL PLAZA LTG RAMP METER TRAFFIC MONITOR CCTV SIGN LIGHTING RAMP SIGNAL 'METER ON' SIGN COMMON QUEUE DET. DEMAND DET. PASSAGE DET. SURVEILLANCE DET COUNT DET. 404-15-SB NCD-8 8030+20 ----1-0,~ OV----..,; =-...---- NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 ' ' 405-15-SB NCD-8 8032+40 401-15 NCD-8 8023•60 402-15 NCD-8 8025+80 403-15-SB NCD-8 8028+00 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Oca 73 19. 99121. 96 2.'/1 t.bg PLANS APPROVAL DATE FPL and AssocTates. Inc. 10 Corporate ParK, Suite JIO lrv1ne. CA 92714 SEE SHEET E-13 FOR DETAILS FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 ELECTRICAL SCALE I' •50' E-8 10?5..40 X C, w >-V, a, > a w w "' V, w > ... w " °' C, X w ... " C, ' O>->-wa, "' ... .,a a _,w w ::,Z " u" u JV, w "w cc '"' u 15 " 0:: • x-~ w " I-... V) u 0 a LL a: .. • C) u .. X I 111 X ~ NCD-3 3036+00 MT MT :=---13:::::==-=-~- A\:, ';,,'i 3'5 ul 1/l ~ul -ul ..J 1/l :lO f..) ,:;_ , 4' C, (5DLCl 301-15 NCD-8 8036+00 MT 2"C,MT 2'C.2•4,2•10 209-15 NCD-3 3038+00 CONDUIT 4'C W/4-1' INTERDUCT 4'C W/2-1' INTERDUCT 4'C 4'C W/2-1' INTEROUCT TRUNK CONDUIT SCHEDULE ONDUIT INTERDUCT AWG OR CONDUCTOR RUN £ MT Tl 2 MT 3 MT 4 MT MT T2 2 MT •2 TOLL PLAZA LIGHTING TOLL PLAZA LTG RAMP METER TRAFFIC MONITOR Pl NONE •10 CCTV SIGN LIGHTING RAMP SIGNAL •14 'METER ON' SIGN •10 COMMON MT QUEUE DET. DEMAND DET. DLC PASSAGE OET. Cl SURVEILLANCE OET. COUNT OET. MT 2 MT CONDUCTOR TO BE INSTALLED BY OTHERS IN FUTURE 407-15 NCD-3 3041+60 2•10 SIGN N0.9 2 MER,SC4A ------ 1040 V2'C,8•12 LOOP WIRES t _ 2'C, 12•12 LOOP WIRES 6 ~ C6DLC> --l 040 SIGN NO. 7 2 MER,SC4A ROUTE 73 (ll DIST COUNTY ROUTE 12 Ora 73 PLANS APPROVAL DATE POST MILES TOT Al PROJECT 19. 99/21. 96 FPL and Assoc I ates, Inc. 10 Corporate ParK, Suite 310 lrvlne, CA 92714 1045 l-045-- ----- 306-15 NCD-8 8044+40 L------io ----- ' Lu I-Lu Lu :r Ill Lu Lu l/1 <( 1- 1/1 -Lu z ..J -:r (.) I-<( ::::. 307-15 NCD-8 8046+40 NCD-8 8042•80 2·c.2•2.2•4,2•10 2"C,2•4,4•10 TYPE 11 I-CF 120/240V SERVICE I 12-55-073-0-021.648 12-55-073-0-021.649 NOTE THIS PLAN ACCURATE FOR REDUCED PLANS 0 4•4 304-15 NCD-8 8041+20 TYPE I I I-CF 120/240V SERVICE 12-55-073-0-021.650 12-55-073-0-021.651 FOR ELECTRICAL WORK ONLY 2 ' FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3,2 ELECTRICAL SCALE l'•S0' E-9 DIST COUNTY ROUTE rn~it1 P~~l5cr l5fiPlsWEl-'¥s 12 Orn 73 19. 99/21. 96 IZ"" ~zee, X TRUNK CONDUIT SCHEDULE , __ ·J;u --fl. 7 /. ~ f 1 CONDUIT .v\::Y.~' INTERDUCT Af,G.,Ol CONDUCTOR RUN & k-REGISTdilrn CIVIL ENqj'NEER 'fl ~ I MT I I ... fONG-nlG LU ;t 4'C ~~~c,,_. ,. 2 MT I I PLANS APPROVAL DATE • E,,p.03-:,-95 .. W/4-1' Tl 3 MT I I ~ ~ ~ ._ INTERDUCT FPL and Assocrates. Inc. 4 MT I I 10 Corporate Park, Suite 310 ~ ore~\.\~ 4"C I MT I I lrvlne. CA 92714 W/2-1' T2 INTERDUCT 2 MT I I •2 TOLL PLAZA LIGHTING •4 TOLL PLAZA LTG C, RAMP METER w •8 >-V, TRAFFIC MONITOR <II > C, w 4'C Pl NONE CCTV w "' V, w •10 SIGN LIGHTING > f- X w <t RAMP SIGNAL "' C, w •14 'METER ON' SIGN f-<t •10 COMMON C, MT I I QUEUE DET. ' DEMAND DET. x-- C, >->-4'C DLC PASSAGE DET. W<D <II I f-" "'w C, W/2-1' Cl SURVEILLANCE DET END SECTION 3.2 -'z w INTERDUCT COUNT DET. ( I) BEGIN SECTION 3.3 aQ "' u JV, w MT I I /_ STA 1054+00 <tW I uo u 2 MT I I ( ) CONDUCTOR TO BE INSTALLED BY OTHERS IN FUTURE 4 a: 2'C,MT"\ MT\ "' 5 " 0:: 2• 10, • -/ z w 6 \ \. -m • b..-·-:> I-::::}:}-<::I .-: = = Vl , .. "' 7 u 0 t@ a I . LL L,J a: 12-3'.G) -.. .... • . L,J -, u <.:> L,J , .. I / Vl . L,J ' L,J 1055 Vl ' 0 1050 2 ~ 0 + I ROUTE 73 ,--, X ... 1/ ~, 1055 0 . - 1050 <( <--. .... <--.. Vl 1 I -• u eo'so , ' ' I I -----L,J -z ~i),~i~f,~~-:~ ----\ -,a cc--• -~ ..J . ' I --· L:' 2•4 --u ;;,..--• ----I IDLCI 408-15 409 15 .... --<( ~~-\ NCD-8 8052+60 SR-73 NB 1054+40 :::, 4•4 ~ 5 4•4 NCD-8 8050+40 111 \ 308-15 NCD-8 8048+40 X ~ FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3.2 ELECTRICAL SCALE I' =50' 10 \1 NOTE : THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E- FOR REDUCED PLANS 0 ' 3 ' .... ,--,...., DIST COUNTY I ROUTE I To~<ir p~b'-JlcT SHEETCJ TOTAL NO. SHEETS 12 o,a I 73 I 19. 99121. 96 z.c,z1 Ztt:: -~~--Ii'--r -r:~~ RtGISTEMo CIV!L ENGlt.t.ER ~ ~ NOTE• (This Sheet) ~ F~LU: rt [iJ rfl ~ No. C040K~ 4-4' TRUNKLINE INSTALLED IN BRIDGE BAY. PLANS APPROVAL 0ATE ... Exp. 03--Jt-9!5 .. -- SEE STRUCTURE PLAN FOR INSTALLATION DETAILS. FPL and Assoc I ates, Inc. ~ CIVIL ~ 10 Corporate Park, Suite 310 ~ OF CJ.\.~ lrvlne, CA 92714 0 w >-V, <D > 0 w w er V, w -> t---w <( --"' 0 -w t-'-' <( 0 z -V) V) SBML 0 ► ' a:: O>->-u W<D <D a:: >-a 0 I.LI "'w 0 Jz w B2 " z u • ::, JV, w <(W "' 995 uo u - "' .. " 0::: . .. z w ROUTE 73 .. :I f-- Vl ' t- 995 • f:l 0 ► a LL "' .. I.LI ;j . LL Cl • -... -' ► 0 -' -3:: . -- - ' ~ 995 ~ c_Jc NBML \_U ------~ -----------~ C C / ......_ C C C C C C C C C . . . - - ~ 111 FINAL SUBMITTAL ~ MARCH I 5, 1994 SECTION 3. 2 ELECTRICAL WILDLIFE UNDERCROSSING (BRIDGE NO. 55-862R, Ll NOTE ' THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY SCALE I" c2Q' E-I I FOR REDUCED PLANS 0 2 0 w >-"' a, > 0 w w "' "' w > .... w <( "' 0 ' w .... <( 0 ' O>->-wa, a, >-Cl 0 <( w --'z w a~ "' u --'"' w <(W I uo u 0: ., " 0:: • ,_ z w • :I f-.. VJ u 0 ., a LL 0: .. .. c.:, u .. NOTES• (This Sheet) [Il CONDUIT INSTALLED BY OTHERS TO FUTURE SERVICE POINT, @ FLUSH MOUNTED SOFFIT LIGHT BLOCKOUTS. [l) 4-4' TRUNKLINE INSTALLED IN BRIDGE BAY. SEE STRUCTURE PLAN FOR INSTALLATION DETAILS. [ij INSTALL CONDUIT IN CONCRETE BARRIER. NBML ROUTE 73 1030 C c---c---c---c---c---l"li~ C ' :---.: ' :---.: ' :---.: ' :---.: ' :---.: ' NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 ' ' ' ' FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT Al PROJECT NO. SHEETS 12 Oca 73 19, 99121. 96 z,;:; 2bS PLANS APPROVAL DATE FPL ond Associates, Inc. 10 Corporate Pork, Suite Irvine, CA 92714 SBML ELECTRICAL NEWPORT COAST DR UNDERCROSSING !BRIDGE NO. 55-759R,L) SCALE I' =20' E-12 r11 X NOTES• CThls Sheet> 5 [J] INSTALL l'C IN TUNNEL STRUCTURE. 0 [TI SEE SHEET E-8 FOR CONTINUATION. w >-V, a, > C w w " V, w > f--w .. " 0 X w f--.. 0 ' O>->-wa, a, f--0 -<w 0 -'z w a~ "' u JV> w -<W "' uo u a: ~ a: • x-z w • ::I I-... l/l u 0 15' MOUNTING HEIGHT .. cl LL CTYPJ a: .. .j <.'.) ... 2 X X NOTE 6 9 7 8 10 11 WIRING DIAGRAM NO SCALE NCD-8 2•4 --------------------------------10 =--===--== --===- I 12 I TO SERVICE 12-55-073-0-021.649 SEE SHEET E-14 2•10 2 FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 PLANS APPROVAL DATE POST t.t!LES TOT AL PROJECT I 9. 99/21 . 96 FPL and Assoc I ates, I no. to Corporate Park. Suite 310 lrvtne, CA 92714 ELECTRICAL RAMP NCD-8 TUNNEL (BRIDGE NO. 55-759S> SCALE I' •20' E-13 0 w >-V) a, > 0 w w "' V) w > t-w <( "' 0 X w t- <( 0 ' O>->-wa, a, t-0 0 "'w --'z w i]Q "' u --' V) w <!W I uo u a: "' " 0:: x--! w 2 I- I-l/l u 0 "' a LL a: .. • C) u I- LEGEND (This Sheet) SPLICE 3\0W HPS LAMP -M.V. SIGN ILLUMINATION LAMP CONDUCTOR IOI 103 SIGN N0.4 104 2•10 I ""·s s.o <'1 -~ .. ,,. 2•4 102 !20/240V 12-55-073-0-02\.202 NOTE 12-ss-013 -o- '· 462 2•10 201 203 204 205 N0.6 2•10 206 207 208 406 407 209 SIGN N0.9 303 304 305 306 403 ::::l=:::;'.J'-'----t:':120/240V DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Orn 73 PLANS APPROVAL DATE FPL and Assocrates, Inc. 10 Corporate Park, Suite 310 lrv1ne, CA 92714 408 409 307 308 \20/240V 12-55-073-0-02\,651 ,2-ss-013-0-021.649 '-...__ 2• IO FOR TUNNEL SEE SHEET E-13 LIGHTING FINAL SUBMITTAL MARCH 15, I 994 SECTION 3.2 ELECTRICAL <WIRING DIAGRAM> THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY NO SCALE E-14 FOR REDUCED PLANS 0 2 X 0 UJ >-V> "' > 0 UJ UJ "' V> UJ > .. UJ .. "' 0 X UJ .. .. 0 z ::, Vl ' o>->-UJ"' "' .. 0 '""' C -'z UJ G8 "' u -' V> UJ .. w I UC 0 .. "' 0 0:: .. x-z w ~ I-.. l/J ~ 0 LL .. .. . .. (.!) u .. X /' (\ \ --=--s (]) Si> NEWPORT / / / / / / / / ,,-.L. ,L- / / / / / / / / / / / NO Type A I-A B 19-2-70 C 17B-l-70 D 19-2-70 E I-A POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG HPS SPECIAL Slg M.A. Lum M.A. Most Acm Pole LUMINAIRE REOU I REMENT ---TV-1-T - 25' 12· MAS SV-2-T 250W 20' 12' MAS SV-2-T 250W • Newport Coos+ Dr Ive• 25' 12' MAS SV-1-T 250W ---TV-1-T - COAST ® 11/, 'C, 2-DLC --------------/ / ---,.--~~~'T"-iir--~ti;~t::;i/;;::=:-:-2' C, 2-DLC ~• ___ [ ___ _ i. 285' TO LIMIT LINE NOTES (This Sheet), 11/,·c, 2-DLC DJ INSTALL MODEL 170 CONTROLLER IN TYPE 332 CABINET. I]] SEE SHEET E-16 FOR SERVICE SINGLE LINE DIAGRAM. [}) CONTRACTOR TO INSTALL 3"C AND POWER COMPANY TO INSTALL CONDUCTORS, 4 IF NEWPORT COAST DRIVE EXTENSION DOES NOT OCCUR AT THE TIME PROJECT IS UNDER CONSTRUCT/ON SIGNAL IS NOT TO BE INSTALLED IN THIS CONTRACT, INSTALL FOUNDATIONS, PULL BOXES, AND CONDUITS WITH PULL ROPE ONLY WITHIN PAVED AREA. SIGNING TO BE ADDED IN ADVANCE OF SAN JOAQUIN HILLS ROAD WARNING MOTORISTS OF TOLL ROAD ENTRANCE PAST THIS POINT. ---------- CONDUCTOR AND CONDUIT SCHEDULE AWG OR CONDUCTOR RUN Ii\ & & /4\ & & CABLE 12 VEHICLE & PED CONDUCTOR PHASES 7 6 I 4 2 - CABLE LIIMINAI --2 ? ? ? •10 I ISNs -2 -? -? TOTAL -4 -• ? • •• SERVICE 2 -? T 2 2 ? ---DLC 0!6 DETECTOR 2 2 ? ---(2•1 ◄1 IJIO "'~T~CTOR 2 2 ---- TnT" i 6 • ? ? -- CONDUIT SIZE '-3 2-3 2' 3' 2'/z 11/,' NOTE, THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 ' 2 ' ' ' ::, _, "' "' --, --, ., ., FINAL SUBMITTAL MARCH 15, 1994 SECTION 3.2 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Ot"a 73 19. 99121. 96 z,;e,, U' t PLANS APPROVAL DATE FPL and Assocrotes, Inc. 10 Corporate Pork, Suite 310 Irvine, Collfornlo 92714 285' TO V LIMIT OF WORK IF EXSTENSION NOT CONSTRUCTED . ©1 LIMIT LINE 11/,·c, DRIVE -------------- 11J6 ' 11J2 © 4 6J2L 6J2U -- --- fu \ \ TYPE I I I -BF 1201240V 12-55-073-021.620 I \( iil8 PHASE DIAGRAM SIGNAL AND LIGHTING SERVI CE IT) NEWPORT COAST DRIVE/ NB-OFF RAMP SCAI_E I' = 20' E-15 X D w >-V, "' > D w w 0: V, w > t--w .., 0: D X w t--.., D ' D>->-Wal "' >--o ""w D ---'z w :::, "' "' u_ u ---' V, w -<:W I uo u " .. " 0::: ◄ x-z w .. :t f- I-Vl u 0 .. a LL " .. .. . u (.'.) I- X . / X CCTV CCTV SPARE 30A 30A 15A 120/240V SYMBOLS 0 --1- @] r. ~ v 0 PHOTO ELECTRIC CONTROL <TYPE Vl GROUND ROD CONT ACTOR CIRCUIT BREAKER SOLID NEUTRAL AUTO TEST SWITCH METER Ml IOOA MAIN CCTV CCTV SPARE 15A 120/240V M IOOA MAIN 40A C HIGHWAY L I GHT I NG 30A 30A C SIGN LIGHTING --LC::.i----SIGN LIGHT I NG 1201240V DIST PLANS APPROVAL DATE FPL and Associates, Inc. 10 corporate ParK, Suite 310 lrvlne, CA 92714 SN M 120/240V IOOA MAIN 15A 15A SAFETY LIGHTING >-----TRAFFIC SIGNAL >-----SPARE SERVICE SINGLE LINE DIAGRAM SERVICE SINGLE LINE DIAGRAM SERVICE SINGLE LINE DIAGRAM SERVICE SINGLE LINE DIAGRAM IRRIGATION SPARE 12-55-073-0-020.327 Ml IOOA MAIN C 15A C 20A C 1201240V SERVICE SINGLE LINE DIAGRAM 12-55-073-0-021.648 12-55-073-0-021.649 12-55-073-0-021.201 12-55-073-0-021.202 TOLL FACILITY HIGHWAY LIGHTING (5/8 OFF RAMP) SPARE SIGN LIGHTING TUNNEL LIGHTING 12-55-073-0-021.344 Ml 200A MAIN \--.,,!::;==i-TOLL RAMP 15A t-t-3-0-A_. LIGHTING C 120/240V SERVICE SINGLE LINE DIAGRAM 12-55-073-0-021.461 12-55-073-0-021,462 SIGN LIGHTING NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 3 TOLL FACILITY (N/8 ON RAMP) SPARE Ml 200A MAIN 15A 12-55-073-0-021.620 40A 30A 120/240V C TOLL RAMP LIGHT I NG .__-LC~--SIGN LIGHT I NG SERVICE SINGLE LINE DIAGRAM FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 12-55-073-0-021.650 12-55-073-0-02 I. 651 SERVICE DIAGRAM NO SCALE E _ I 6 X 0 w >-V, a, > 0 w w 0: V, w > I-w "' " 0 X w I-"' 0 ' O>->-wa, a, 1-0 "'w 0 -'z w D2 "' u _JV, w <tW I uo u Ir ., " 0:: • x-z w • 2 I-.. VJ u 0 ., 6 LL Ir .. • . u <..'.) .. X X SPRING ASSISTED DIAMOND------.. PLATE W/ LOCKING LATCH 4-'C" CHANNELS---24' LG. 2'/,._•" KNOCKOUT 6 eACH SIDE CTYP,l 43/._' " KNOCKOUTS,--~ 4 EACH SIDE <TYP.) PULL I NG I RON----✓ I EACH SIDE <TYP.l DUCT USAGE• Tl-LONG HAUL FIBER OPTIC CABLE SECTION D-D (NTS) 0 ' ;,. LIFT HOLE 11/,'e EACH SIDE lli'P. l 2' e GROUND ROD KNOCKOUTS (TYP. > T2-SHORT HAUL FIBER OPTIC & TWISTED PAIR CABLES FOR DEVICES> 2.5 MILES Cl-SHORT HAUL FIBER OPTIC & TWISTED PAIR CABLES FOR DEVICES<::_ 2.5 MILES Pl-POWER-USE JUNCTION BOXES AT EACH END WITH RIGID CONDUIT TRRU PULL BOX. O. 7' ASPHALT CONCRETE PAVEMENT <TYP. >~ FOUR 4¥._• 0 MIN KNOCKOUTS AT EACH ENO ,---30'" ACCESS WI TH I H-20 COVER ANO FRAME 6" CONCRETE LID WITH LIFTING INSERTS AT EACH CORNER PULLING IRON <TYP.) 6" CONCRETE RISER 8" • SUMP IN-LINE PULLBOX LONGITUDINAL SECTION DETAIL K CNTS) • D L I FT I NG INSERTS -----i 3' -6" 4' -o• LOCAL PULLBOX PLAN VIEW DETAIL M <NTS> it. IN-LINE I I I I I I I I I I I "'0 D-' ' "' ;,. DIST COUNTY 12 PLANS APPROVAL DATE FPL and Assoc I ates, Inc. 10 Corporate Park, Suite 310 Irvine, CA 92714 TRAv.E_L_E_D_LA_N_E_Et--Tw __ P_A_vE_o_s_HoULDERPULILBox 0. 7' ASPHALT CONCRETE PAVEMENT <TYP. > ~ 3' j_ __ _2' ' .,-30" AC!IESS WI TH 00 0 NOTES• I. 2. , , / H-20 COVER ANO FRAME 6" CONCRETE RISE 6" CONCRETE LIO WITH LIFTING INSERTS AT EACH CORNER ;. , ;J FOUR 4(/i\-'" MIN KNOCKO S AT~ACH Pl , ENO • Cl ; 8"• SUM '· 4' X 6' LONG HAUL PULLBOX FINAL SUBMITTAL MARCH I 5, 1994 SECTION 3.2 SLOPE OF SHOULDER WILL VARY. REFER TO ROADWAY PLANS/PROFILES, UTILITY VAULTS WILL BE OFFSET FROM DRAINAGE STRUCTURES DURING INSTALLATION. REFER TO DRAINAGE PLANS FOR DRAINAGE STRUCTURE LOCATIONS. IN-LINE PULLBOX CROSS-SECTION DETAIL L CNTS) ELECTRICAL DETAILS SPECIAL PULLBOXES NO SCALE NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY E-17 FOR REDUCED PLANS 0 2 X 0 w >-V, a, > 0 w w "' V, w > 1--w <! "' □ ' w 1--<! □ ' O>->-wa, a, 1--□ □ "'w -'z w aQ '"' u _, V, w <!W 0: uo u a: "' D 0:: • ,_ z w • ,. f-... VJ u 0 .. ~ LL a: .. • C) u ... X RED STATUS LIGHT 8''--------! PROVIDE ONLY. WHERE CHP ENFORCEMENT PAD INSTALLED. TYPE 1-A STANDAR 3 SECTION UPPER SIGNAL HEAD 12' 2 SECTION LOWER SIGNAL HEAD 8' i==~--+1-~IGN 4'6' (PARALLEL TO THE SURFACE 7,7.77';;-'.:7,7.77,,7,;!,z7iOF THE ROADWA Yl ROADWAY 01,.1----B i.----D n;::---A RJL.1----C D U:f=•":'-l-~-E RAMP METER SIGNAL INSTALLATION DETAIL 2' -0' SECTION B-B <NTSl 45' CCTV POLE BASE O,D, •10' TH I CKNESS•O. I 196' •3 SPIRAL C 4' 3' CLR BOTTOM OF\ BASE PLATE l1 :t li U •t I (NTSl BOLT CIRCLE • 13½' TH I CKNESS• I' lY\--1---BOLT HOLE 13' SQUARE BASE PLATE @-<NTSl ALTERNATIVE BASE PLATE DETAIL 11/,' MORTAR PAD I'/,' X36' X4' ANCHOR BOLTS TOTAL 4 = BOLT DIA • ¼' TP-1 MOUNTING TYPE IA-7 STANDARD SEE DETAIL H I I D r 7' FOUNDATION A. TYPE I-A SIGNAL STANDARD, B. 3-SECTION 12' SIGNAL HEAD (RED,YELLOW,GREENl. 18'x 8' ANGLED VISORS ARE REQUIRED WHERE SHOWN ON PLANS. C. 2-SECTION 8' SIGNAL HEAD <RED,GREENl, 8' FULL CIRCLE VISORS TYPE SV-1-T BRACKET MOUNTING ON SIDE OF STANDARD, AWAY FROM TRAFFIC. D. BACKPLATE. E. MOUNT SIGN ( I ND I CA TED ON PLANS) ON BACK PLATE AND CENTER BETWEEN GREEN SECTION AND BOTTOM OF BACK PLATES AND SIDES. ATTACH WI TH 1/,' x 3/4' BOLTS, HEX NUTS, PLAIN AND LOCK WASHERS. F. FOUNDATION. SEE CALTRANS STANDARD PLAN ES-6A. 1---, 6, ---J LETTERS• 41/,' CAPS, I I ½' STROKE IMETERI T I ON IJ INTERNALLY ILLUMINATED SIGN METER-ON SIGN DETAIL H <NTSl DEMAND LOOPS -12' -121 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Or-a 73 19. 99121. 96 ze_,7 Zbt; PLANS APPROVAL DATE FPL and Assoc I ates. Inc, 10 Corporate Park, Suite 310 Irvine, CA 92714 ACTUAL PLACEMENT OF LOOPS TO BE DETERMINED BY THE ENGINEER. WHERE SAWCUTS CROSS EXPANSION JOINTS OR WEAKENED PLANE JOINTS, USE STANDARD PLAN ES-SE. 10' -12' -12· 20, 6' I• I •I MAINLINE LOOP INSTALLATION DETAIL J (NTSl RAMP METER SIGNAL <SEE DETAIL ll PASSAGE LOOP LIMIT LINE LOOP 0 ' ===H~~'.,I :: II U f "'"1 2' Ml □ ( SEE CALTRANS STANDARD PLAN ES-6Al TO CONT"ROITIF=-=-=-=;:~~~~~~;-- RAMP METER SIGNAL <SEE DETAIL I) "' CONDUIT_/ SEE ELECTRICAL PLANS ELEVATION <NTSl 3' CLR 45' CCTV POLE FOUNDATION DETAIL METER-ON SIGN INSTALLATION DETAIL G <NTSl NOTE: THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY FOR REDUCED PLANS 0 2 -~-11◊.·,]1 I '1 I-LANE ON RAMP METERING DETAIL F INSTALLATION FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 (NTSl ELECTRICAL DETAILS RAMP METERING AND CCTV POLE FOUNDATION NO SCALE E -18 X C w >-V> ., > C w w a: V> w > I-w "' a: C X w I-"' C ' C>->-wa, ., >-c C "'w Jz w a~ "' (.) JV, w <!W :,: (.)0 (.) a: .. ~ 0:: x-z w .. " 1-- I-VJ u 0 .. cl LL a: .. .. . u C) I- X I 111 X ,i~,'] ~'( \ ,J \j ETW STRUCTURAL SECTION7 1 O' -o• NORTHBOUND 5'-0" PAVED SHOULDERS I LANES I ; I I -"' .. pc T" -~-T~ Cl co NQII IT Tl-LONG HAUL FIBER OPTIC CABLE T2-SHORT HAUL FOC FOR DEVICES> 2.5 MILES Cl-SHORT HAUL FOC FOR OEVIVES< 2.5 MILES C2-COMMUNICATION CROSS-OVER CONDUIT ~1=~s:rn l~g~~-OVER CONOUI T I NsTALLA TI oN oF coNDu IT IN SHOULDER AREAS DETAIL A CNTSl 2500' CTYPl EP 2· -a· r -DIKE -- ~ \_CROSS-OVER CONDUIT CC2 LOCAL PULLBOX HING POINT >-<{ ~ ~ IO' 1-SHL :,: "'1-~--..,.~ AND P2l a: 6' MIN TRAVELLED LANE ETW TRUNKLINE CONDUIT Pl ll, Cl LOCAL PULL BOX CPOWERl TYPICAL TRUNKLINE CONDUIT Tl & T2 I I LOCAL PULL BOX I I CCOMM ll, LOCAL ACCESS i~--~;_TO POWER SERVICE CABINET OR TRAFFIC CONTROL DEVICE TRUNKLINE CONDUIT DETAIL B CNTSl LONG HAUL COMM CTll ll, 2.5 MILES SHORT HAUL COMM CT2l. LESS THAN 2.5 MILES SHORT HAUL COMM CCI> CROSS-OVER A '---+----+--+-++-+----' A CONDUIT CC2l LOCAL PULL BOX CCOMMl B 5' \ 5'R POWER CROSS-OVER J CONDUIT CP2l LOCAL PULL BOX IPOWER> tTRUNKLINE TYPICAL INSTALLATION CONDUITS CROSS-OVER CONDUIT DETAIL C WARNING SPACERS BETWEEN DUCTS CTYP. >--" 4' CONDUIT s 'C' IK ETW ' -. 36' SOUTHBOUND p ¼ ES ETW PROVIDE DEPTH O TO CLEAR FUTURE DRAINAGE PIPES 2-4' CONDUIT I. 5 CROSS-OVER CONDUIT DETAIL E (NTSl PAVEMENT STRUCTURAL SECTION <ASPHALT CONCRETE) DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT Al PROJECT NO. SHEETS 12 Ora 73 19. 99121. 96 21,,0 28D PLANS APPROVAL DATE FPL and Assoc rates, I no. ID Corporate PorK, suite 310 lrvlne, CA 92714 6'-2' ES EP 'D' DIKE ES ETW NORTHBOUND PG ¼ SEE CONDUIT DETAIL A E W EDGE DRAIN (TYP>----~ CONCRETE ENCASEMENT PAVEMENT STRUCTURAL SECTION (ASPHALT COMPACTED CLASS Ill AGGREGATE BASE MINIMUM---;-,► CONCRETE ENCASEMENT OR SAND BACKFILL (SEE DETAIL El CONDUIT 4" >-18' MIN 10' ; "' .. MIN.._ OINT o I-:,: C) "' LOCAL PULLBOX 6'R MIN SANO BACKFILL SECTION A-A CNTS) FINAL SUBMITTAL MARCH I 5, I 994 SECTION 3.2 SECTION B-B CNTSl ELECTRICAL DETAILS CONDUIT INSTALLATION ETW CNTSl NOTE I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY NO SCALE E _ I 9 FOR REDUCED PLANS 0 ' ' 0 w >-., ., 5 0 w w n: ., w 5 ~ w n: 0 ' ~ 0 ' 0)->-Wa, ., ~o 0 _,w w :,Z "' uQ " :,![!] w :,: uo " ' DIST COUNTY ROUTE POST MLES TOT JIL. PROJECT -=---=-~--t- 1 -r~I--_-_g_~-N-ER_A_T_OR-~I-----_p __ _ ~;-~-·-----t-t-'------·--.-------·-~ ~-----------~--~ '------- ------~ ----------------~ 0 N C I I I I @] \ \ \ I SEE NOTE 5 I I AVI/ ACM/MANUAL LANE .... ( IJ [ 5 .. ~I. ~ -.-, I -==ill_ ;::::::::::::'.'._ __ L ______________________ J:;;s;[::.__jli-ol,~~ ~t(! SEE NOTE 1 !-l--@J I I AVILANE r·w0 ~~ C SITE PLAN -EXIT RAMP SCAL.E:1/e" .. 1'-0" @]--I j @---"j j ;----------------------~~I §-H ~ ~ ! .. :-------SIEE NOTE 1 C---__0= ! SEE NOTE~ ~~L.!L--K--------------------~--L-3-B__::·::::;~~·'--=-r.·.·~~~~-___,] D SEE NOTE 4 \ \ C TIUTY BUILDING SITE PLAN -ENTRANCE RAMP SCALE:1/a" • 1'-0" FOR REDUCED PLANS O 2 FINAL SUBMITTAL MARCH, 1994 SECTION 3 .. 2 12 ORA 73 20.0 -22.0 REGISTERED ELECTRICAL ENGINEER PLANS N'PROV AL DATE LEE& RO 1199 So. Fullerton Rd Industry, CA. 917 48 LEGEND 0 TREM)LE FRl>ME (NIC) 111 .6JJTOMATIC COIN MACHINE (NIC) @] 4 IN. CONDUIT WI lNTERDUCT III NOT IN USE II] PULL BOX= POWER III PULL BOX: COMMUNICATION @] PULL BOX: TOLL PLAZA POWER [BJ NOT IN USE 0 NOT IN USE IE] PULL BOX CTYPE NO. 3 1/2) [TI TRAFFIC LOOP llil PIEZO STRIPS (NICl ~ AVI/LIGHT CURTAIN MOUNT (NIC) 0 LIGHTING STANDARD (TYPE 15) @] 1 IN. CONDUIT WITH 3•10 WIRES .... DIRECTION OF TRAFFIC ~ 1. CONDUIT LINES PLACED UNDER PAVEMENT SHALL HAVE MINIMUM COVER DEPTH OF 30" FROM SURF ACE. 2. CONDUIT LINES PLACED OUTSlDE OF PAVEMENT TO BE OFFSET 18" FROM BACK OF CURB. 3. ALL ELECTRICAL EQUIPMENT &-APPURTENANCES THIS SHEET ARE FOR REFERENCE ONLY TO DEFINE GENERAL SCOPE OF WORK. FINAL ELECTRICAL DESIGN TO BE IN ACCORDANCE WITH TOLL COLLECTION EQUIPMENT CONTRACT REQUIREMENTS. CAL TRANS ST ANO ARD SPECIFICATIONS 8r PLANS ANO ALL APPLICMLE ELECTRICAL CODES. 4. TREMlLE FRAME, PIEZO STRIPS ANO AUTOMATIC COIN MACHINE AAE TO BE PROVIDED BY OTHERS. 5. SEE TOLL BOOTH PLANS SHEET FOR LOCATION OF PULLBOX IN TOLL BOOTH ANO FOR FIN.6l LOCATION OF CONDUITS WITHIN UTILITY BLDG. 6. THERE MAY BE OTHER EXISTING UTILITIES IN Ml01TION TO THOSE SHOWN. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES, JUNCTION BOXES WITHIN THE WORK AAEA. 7. SEE TOLL BOOTH PL.ANS FOR EQUIPMENT CONDUITS AT THE ISLAND. 8. LIGHTING ST ANO ARDS SH.bJ..L BE TYPE 15, 200W HIGH PRESSURE SODIUM. SITE ELECTRICAL PLANS N.B. & S.B. TOLL PLAZAS SCALE•1/e" • 1'·0" E-20 -~·· -·-"' ... -,,...... ' ' 3 ' rH EVC Sic 961+88.99 SB End Section 3.2 Elev. 878.07 Sta 1054+19.74 BK SB --0...------_:-~6!,!,0~0~,::._ ___ tE:l•~v. 324.22 PROFILE GRADE-!i SOUTHBOUND ROUTE 73 OUTE 73 No Scola BB 366'-0N Measured Alon Southbound Rte 73 EB ~/';/> ~ ' " ABUT 3 tr 1 Slope Noi-ma& To Ed9e Of UUU 1 1jz Trawled Woy of Newport Coast BENT 2 Drive (TJIP} Dotum Elev. 400.00 ----~1(..1-l:i-s~--------~,J.i.3~0~--------,"J'"3",--------~1-,1J~3~:1-------- SOUlHBOUND QDH CONCRETE pus Pil• Deaig" Lood Specified ~ 01ome1er {Service Load) Tip Elev [ Abut 1 16" 70 Ten 407 Left Bridge Wlngwall Ftg 16" 70 Ton 417 (Southbound) Bent 2 1264;• 100 Ton 389 Abut 3 70 Ton 409 W'ongwaU Ftg 24" 70 Ten 419 ELEVATION Scale 1"-JD' 304'-0" MeoS\lred Along i Northbound Rte 73 162'-0" 142'-0" NOTES: (j) Poinl "NE'M'ORT COAST DR UNDERCRDSSING L" &Paint "NE~ORr COAST [)R UNOERCROSSING R" ~ Point "BRIDGE NO. 55-759 L" (3) Metal Beam Guard Roir,ng Seo "ROAD PLANS" &Point "BRIDGE NO. 55-759R"' ~ Standard Plan Sheet No. @ Slopo Po...ing ~ 0otall No. @ Structura Approach Slab T)lpe N(30 S) Modified S Point of M\'\lmum Vertleol Clearance For "GENERAL NOT'ES" See "DECK CONTOURS" Sheet U1111ty Location No. Owner Future Utlllty TCA 'I'• ·x10· Beveled Roce.,, (T 'IP) 1ST OOUNTY ...,,. 12 ORA 73 RECl!lffRED Cl\.1L IENCINIEfll fll.ANS A~NOVAL .,.,. PtAllllaN■ D■ l.l!UW1 INC. Two Venture, Suite 550 Irvine, California 91718 KERCHEVAL ENGINEERS 4740 MURPH'{ CAINON ROAD, SAN O<EGO, CA 9212J (61Q) 571--0520 R;ght Bridge Wlngwall Ftg {Northbound} Bent 2 [ Abut 1 AbUt 3 WlngwoH Ftg 16" 16" 24" 1e· 24" 70 Ton 70 Ton 100 Ton 70 Ton 70 Ton 393 403 379 390 Approx. Exlstlno Ground TT lll SOUTHBOUND CROSS SECTION 400 Along $. "NB" Route 73 I ,c::Dotum Elev. 390.00 I 1030 1031 uuu uuu j BENT 2 1 V. Slop• Nomiol To Th• Edge Ot Trovetled Woy of Newport Coast o,;,., {T)II) 1032 1033 ELEVA llON NORlHBOUND Top of Cut Low.-Slope It_ NCO Line R • 2350.00' Toe of Fill ,, = 14• M'27" Upper Slope T = 307,80, L = 612.12' CURVE DATA t Rte 73 '! Northbound Rte 73 R = 3000.00' R = 2936.00' ""= 24• 00·11" t. = 24• 00·11· T = 537.75' T = 624.15' L = I256.BO' L = 1229.99' ¥_ Southbound Rte 73 R = J044.00' t. = 24' 00'11" CQ!l c B01Tier Type 21> Mof ,f;1 Cost-ln-Ploce Prestressed 1/ 4~:__-2:.:i...-~--~~:-i:i~--:;==-,,,.;::.._:_-~~=-==--~;;~~~=rC~.c.-" .. ... T = 647.11' L = 1275.23' Cone. Box Girder NORTHBOUND CROSS SECTION BC Sta 199+03.86 . 6B Sto 1028+63.17 SB EB Sto 1032+29.17 SB Elev. 477.49 Elev. 455. 53 EC Sta 1040+69.91 1029 N'4-1 43' 3J"w INDEX TO BRIDGE PLANS SHEET No. TITLE SB 1 GENERAL PLAN 2 DECK CONTOURS No. 1 3 DECK CONTOURS No. 2 4 FOUl'OATION PLAN 5 ABUThtENT ·1-LEFT BRIDGE SCALE t •=tO' 26 SlRUCTURE APPROACH DETAILS No.1 27 SlRUCTURE APPROACH DETAILS No. 2 26 SLOPE PA'l1NC DETAILS 29 DECK DRAINAGE DETAILS 30 CONCRETE BARRIER TYPE 25 MODIRED 6 ABUThtENT 3-l.E:FT BRIDGE 7 ABUThtENT 1-RIGHT 8RIDGE 31 ~t~~ii~:i ffi?.1-N ~TAILS ldOVEMENT ;/i 'co .., I I ~ 1029 N65' 43'44"W :::=:;;6;;5;.~43;.~44;•~'Wll,.__....,_L...c..-<'=::::~~t=J~;;:~i1~;~~~~~==:::R;=~Z=9:~~:(i'.~C:::'.:::::--=~~:.._~(..1~:::::.__-,. __ EC Sta 1040+57.67 1029 = BC Sta 1 D2B+27.68 NB -c C Pull Box See Electrlcol Plan 1'"., EB Sia 1033+35.89 'i3 Elev, 436.39 •--· c CHEN -J. ZHU/E. ZHOU I.CNl..f-"'"'" uv, '-"'"""'' 11s,.<H< ANOJ!.'t"'•nv, N41' 4J'JJ"w Deck Drain (T)I)) c- NB --' ""'" """"""'' LD<D /~ TRANSPORTATION f..lITT_.-LS __ 1-....c:K·:...;cH;cAYTE-'--":;.R;__-+::--_c_._cH_E_N ___ f..,.,._Y_ou_,_-+ __ K_. _H_A_Y_TE_R __ -+==_c_._C_HE_N ___ I~=== CORRIDOR AGENCIES I ,cGEc'N<~F""o=•n:;E•,..,,===- ~e:s B. GARCIA -s. EDGAR ltlRA'IH T. TOMINNA :=-c. CHEN TeA coRRi1>0R MANAO£~ 0 ' cu 12-332 EA 10-2540 8 ABUThtENT .3--RIGHT BRIDGE 9 ABUThtENT DETAILS No.1 10 ABUThtENT DETAILS No.2 11 ABUThtENT .OETAILS No.3 12 BENT DETAILS No.I 13 BENT DETAILS No.2 14 BENT DETAiLS No. 3 15 BENT DETAILS No.4 16 BENT DETAILS No.5 17 FOOTING DETAILS 1B TYPICAL SECTION No.1 19 T\'PICAL SECTION No.2 20 TYPICAL SECTION No.3 32 LOO OF TEST BORINGS No.1 33 LOO OF TEST BORINGS No.2 21 GIRDER LAYOUT No.1-LEFT BRIDGE 22 GIRDER LAYOJT No.2-IHT BRIDGE 23 CIRDER LAYOUT No.3-RICHT BRIDGE 24 CIRDER LAYOUT No.4-RIGHT BRtDCE 25 1-ASCELLANEOJS DETAILS NEWPORT COAST DR UNDERCROSSING GENERAL PLAN 32 face Of South Portal -Begin Tunnel RW -/ '___::::' ---~, Approx. Exist._/ r Ground Line AIOng t_ NCD-8 Datum Elev 350.00' Top Of Cut 201-15 NCD NB 202+60 End RW 5.58' Lt 8032+84.96 NC0-8 Face of South Portal 8032 Sta 8032+68.18, Eiev 385.33 PCC Sta 8032+83.46 RW No. R1032 • Be RW 5.58' Lt 8032+23.00 NCO- Be RW 79.87' Rt 8033+08.79 NC0-8 RW No. R1033 • ±228'-o" Measured Along $.. Romp NCD-8 BVC Sta 200+ 75.00 Elev 423.00 01ST CO\.lllTY EVC Sta 206+25.00 12 ORA ROUTE POST MILES SHEET TOTAL TOTAJ.. PRO.ECT NO. EETS 73 19.99-21.96 ,'.:iP,5 Z'ilB Newport Coast Drive ----=~-:5;.4~7~%~;;;;;;:;;:;i---------;,;:;;;---;;;;------~E~le:v~40~3~-:6:7~ ~ • Face Of North Portal _ _ -1.56% -· 8033 -------End Tunnel 550' VC REGISTERED CIVIL ENGINEER --------- Foundation Type: 8034 8035 Spread F coting ELEVATION Scale 1"=30' RW 204+38.09 I Future Roadway Elev 407.33 PROFILE GRADE-i NEWPORT COAST DRIVE (NCD) EVC Sta 8030+ 75.00 -----</Elev 387.27 No Scale 0.91% BVC Sta 8038+0D.DO Elev 380.66 \,_ ____ _ PLANS APPROVAL CATE PASISDNS DE LEUW, INC Two Venture, Suite 550 Irvine, California 92718 KERCHEVAL ENGINEERS 4740 MURPHY CANYON ROAD, SAN DIEGO, CA 92123 (619) 571-0520 CURVE DATA PROFILE GRADE-f RAMP NCD-8 No Scale n'i. Romp NCD-8 ories Top Deck '-0" Min 1'-0" Roadway Slab (1_ NCO R = 2350' t:,, = 14 "55'27" T = 307.80' L = 612.12' i Ramp NCD-8 R = 70D' t:,, = 16"18'29" T = 1D0.30' L = 199.24' "NCO" 202+62.53 POC "NC0-8" :;_ 8021+27.97 BC Reinforced Concrete 30x Girder 6'-0" Mox I Vories 3'-9" Mox t Romp NCD-8 R = 18D' t:,, = 304" 22'52" T 180.00' t Romp NC0-8 R = 24500' t:,, = D3" 32'27" T 757.26' "' ~L__~-4'=4=====~====¥===4-H-~ L = 956.24' L = 1514.04' ,- NOTES: 3'-D" G) Po;nt "NEWPORT COAST DRIVE RAMP NCD-8 TUNNEL" (g} Point "BR.No. 759S." Toe Of Cut Top Of Cut NCO Sta 203+90.53 @ MSGR See "Rood Plans". @ Cable Roiling. NCD-8 Sta 8034+07 .22 Be RW 5.58' Lt 8035+12.97 NCD-8 Face Of North Portal Tunnel Sta 8035+16.20, Elev 383.26 /RW No. R1036 • '---"---+--I---/ r End RW 5.58'Lt * 8035+4J.00 NGU-1:S Toe Of Cut Be RW 33.08 RT 8035+35.33 NCD-8 End RW 33.08 Rt 8035+65.0D NCD-8 Toe Of Cut 3 -RW No R1035• & ~· * 1'-1" 4'-6" INDEX TO PLANS SHEET No. TITLE I GENERAL PLAN 2 DECK AND ROADWAY CONTOURS 3 FOUNDATION PLAN 4 FOUNDATION DETAILS 5 PLAN AND ELEVATION 6 SOUTH PORTAL 7 NORTH PORTAL 8 FOOTING LAYOUT 9 FOOTING LAYOUT DETAILS No.I ID FOOTING LAYOUT DETAILS No.2 11 ABUTMENT DETAILS 12 TYPICAL SECTION 13 GIRDER LAYOUT 14 GIRDER SECTION DETAILS 15 GIRDER REINFORCEMENT No. I 16 GIRDER REINFORCEMENT No.2 17 GIRDER REINFORCEMENT Na.3 18 NORTH PORTAL EDGE BEAM 19 SOUTH PORTAL EDGE BEAM 2D EXCAVATION & BACKFILL PAY LIMITS 21 MISCELLANEOUS DETAILS No.1 22 MISCELLANEOUS DETAILS No.2 16'-6" Min Vert Clearance Profile Grade & Axis Of Rotation Vories (7 .5% Max) Varies 27'-8 13/32" To 24'-D" 8'-0" 3'-D" Vories 55'-5" To 36'-6. Linear Variation Full Length Of Tunnel TYPICAL SECTION Scale 1"=10' ,r 0,--,--Lighting {Typ) Concrete Barrier Type 500 (Typ) Exp. Joint Filler 2" Dia Conduits _l 3'-0" lyp C-o· ,yp 1 /8" To o· -o· STANDARD PLANS DATED JULY 1992 A62·-B LIMITS OF PAYMENT FDR EXCAVATION AND BACKFILL BRIDGE SURCHARGE AND WALL A62-C LIMITS OF PAYMENT FOR EXCAVATiON ANO BACKFILL BRIOGE A62-E EXCAVATION AND BACKFILL CAST-IN-PLACE REINFORCED CONCRETE BOX AND ARCH CULVERTS A75-A CONCRETE BARRIER TYPE 50D A77J CONCRETE BARRIER TYPE 500 80-1 BRIDGE DETAILS 80-3 BRIDGE DETAILS 80-5 BRIDGE DETAILS 80-13 BRIDGE DETAILS 83-1 RETAINING WALL TYPE I H=4'-30' 83-2 RETAINING WALL TYPE I H=32'-36' 83-8 RETAINING WALL DETAILS No.1 B3-9 RETAINING WALL DETAILS No.2 B6-21 JOIN SEALS ( t.tAXIMUM MOVEMENT RATING -2" ) B7-1 BOX GIRDER DETAILS 811-47 CABLE RAILING D998 EDGE ORAIN OUTLET AND VENT DETAILS 099D CROSS DRAIN INTERCEPTOR DETAILS End RW 52.00 Rt Toe Of Fill 8033+18 28 NCD-8 ,,- 23 AESTHETIC DETAILS SOUTH PORTAL 24 AESTHETIC DETAILS NORTH PORTAL 25 AESTHETIC DETAILS. RETAINING WALL Top Of F,11 Note: . -Retaining Woll See "Road Plans" PLAN Scale 1''=30' ~ --E. ZHOU LOAO FACTOR Uvt LOADING: DESIGN C. CHEN DES""' ~ Ott:O® C. CHEN LAYOUT ~ e.tl.'IWISCll!SQll~t DETAILS E. REYES ~ GARCIA Oil()@ C. CHEN ...... , .. ~ -~-QUANllTIES 8. PtLL 10: HtSHHtlHIHl:S$~~"""•cSIHSHSH1HHHH ..,_OT 0-'TE-1'H1U,,yt;n-H;S$SS PEN T-'Bl.£: t:lp..-,tobl•H HS20-« AND ALTERNATIIJ'E ANO PERMIT DESIGN LOAD ate(>@ K.KRISHNAN ~-CCWPlll![ll ORIGINAL SCALE IN INCHES FOR REDUCED PLANS /~ TRANSPORTATION ~ CORRIDOR AGENCIES D 2 AND INTERIOR TUNNEL WALL 26 LOG OF TEST BORINGS ~ Standard Pion Sheet No. ~ Detail No. For "GENERAL NOTES" See "DECK CONTOUR" Sheet BRIDGE NO. 55_7595 NEWPORT COAST DR RAMP NC0-8 TUNNE GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 10-2540 POST MILE 21.53 DISREGARD PRINTS BEARING EARLIER REVISION DA TES GENERAL PLAN REv1S\ON OATES PRELIMINARY STAGE ONLY 2-2 -4 SHEET OF 1 21 ·" • ' • "I - D~LIII E14W lae,DO 99$ ''r' ·4-,, l SB Rte 13 .;. 1ST ~· -12 ~ u Sta 991-tOO,OO -i, OM Efev '9o.!S \ St<LI004-000,00 --<~!>----'"'-=·oooa:1':..E_•_iv_m __ • sc __ ..1,] __ ·••111,_ Two 11:etltlr•• Su Irv!-tOl lfc,m PROf'.ILE GRADE--SB Rt! 73 NTS ( 58 Rte 73 t'-&• tc 2•-0• Opening In eut.r>t Olapl'r0Qf18 F1;1r ,.,tur. Utll ;ties l'rof I le Gro<le PROFILE GRADE NB Rte 7~ 'tor • NTS t llte 73 vor ,, Concrete Berrier type 25 Mi>d ITypl Cost-ll\-¥1oce Prestr"eaaecl Concrete !lox Girder llypl TYPICAL CROSS SECTi<Jt' Seo,., 1 ·-10•' ij. t \ Nil Rte 7). INDEX TO 8RIDG£ --~99~5'=::-':~===t:::=====r==•=;;;:·===±::=:::;:=d:....-..... ~ 997+7◄, 11 BC L . -y--y,-" --y--y-\ .... PILE DATA Ill◄• CIDH CONCRETE PILES -100 Tc»I SERVICE LOA! SHEET NO· DESCRIPTION '88-+05, 13 EC • lQ) NORTHBOUND SOUTHBOUNO > t----,;,--Jly,-----"::..:2:.,:1_,';:,31:,'~0:_:7_".c•~.: 2=':.1 -l-----il-----.---.1'-.,__. • \ Rte 73 LOCATION Speclfle<I Tip Elevation (feet> Specified Tli:, Elevotta, I feet I s-1 S-2 S-3 s.-.a S-5 S-6 S-7 S-1 S-9 s-10 S-11 S-12 S-13 S-1 ◄ S-15 S-16 GEll!:RAi. Pl. NC DECK CONTOURS FOUl'lDl H c»1 PLAN I li > 0 ---ii: --0 --™ Toe of F'II I Tap of F 111 Toe of FIi i ... , .. .. DI.TAILS GIMl'll1'1U • l NB Rte 73 PLAN Scale: 1•.-20' KT SU Y S FAN Toe of FIii ~j 998+11. 12 BC 996 To Newport Beoct, Tap of FIi i 1. 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""':·:~··" ·1·-' " " :"•:_: .................... ·-············ : . ~~.: :: : : ;~.:.: ~:·: :::;: ::::;:;:~:::;; :: : : .,. ,. ,.;·!1•,.11••••J! <·!,·.•,l,···H····!! •11 ., '·.· .. ··• ::·:·:·::::·: ·::·:·:::::" :.:. .·•·. ,·• •""'" ,.: '.'' --; ;.,,; ,., "; ', __ ,: ., .. :.. : ;.:.: ; . ., . ; --··. 440 400 360 H •·•·••1••:•1':l! .. l!•.:•ll-.'''•(!'.ll. ·l) 360 1\i :i.i ;~; i.tiii i '.'..J.i.'.'.-i i Ii;:~;; '.~i:i :: ii:~;/ I I 320 11 __ ,::::::::: 11 280 ,._, o. •••••••••••••••••••d<;ln-.o•c••••••••••••••••••• Pl.OT DAT£, •••••••y?lm.•••••• P£N TABl£o 11p,n?obl••• ;.;,., ;.;.;' '" ,.; ' '·l'·'·!'(••''llf' FOR REDUCED PLANS OR1C1NAI SCALE IS !N INCH~$ 0 I 2 I ",.;' •• ~. ! : .. ·-· .......... ···-·····-· ···-··· .... ··--· .... ··········-··"·-···· ········ •.••.•...•• ··-· • i ;~ i 1 ?\"i ::rl ~;; i :.; :t; :::'.:'. lt:! ! :: Li/\ 1 ~{.i :~:i ! -~.+~~ ;:: ;~ itc"ROSS 1.l SlEt±lt:tONS '.: ! ;_t: l ! ?~·1r:-;·; ;:;.; ;;~NA~; :~~MJ:TiTA~~~ i.;r; i :·; ;·~; ;:; i;.; ;:'. i ii~G~~~ ;/~~~i/!/~,Q~/~ ;·;·;~ ;·i ·+·+~?: ~:;:; ~MA:Rltt¾:·:ti ~~ Li:E~9ij.?H:iHi ~.n:n ;:; ~r; ;r:; ;:;;.;:;~;:;:HELH!fP.tl~; U ~~t.P.i i \~.l ::E:i: , , ,,,,,. iii\!§~~~T?Niiri Fr ji !!:: i ;;1g;: ,fr: fr!?: ijJH ::::\! ::::: \ixsI iilt r11 FA 320 400 360 320 280 ~li I !,:. !.:_!. ~ !ii' :. !. I 1,•.•:i··,~._l,!, •.• : :. :_•.·_:, 1 :•_l., .• =,:_:,_ •. :,,._l.,:_l,:_•._:,,._!:_:_•.·.;::,·_:;•.::_:::,•.·.l:, •. :_,:_•=•.:=,•.f.,i,,·.•.:.•.•.!;··:: 400 DtST COIMTY ::;~~::!L~-~ .. c,,,,",,,;,:t_Jj~ • t ·-· • !!~1 ;;•= , : :;:; <,: . . . . ----. . . . : > : . : H !! b'(t . . . . . . . . . . . . . . . . . . 360 : :~1i ii: [!~] ~l1~+JJ~tm~~s1! @D{ 1 m:i= : it:::) 1::n lt~(!1,t1im~i!IltiHJH PLANS -•AL DATE ~~ : ::: j :s: : :,: : ii, :oo: ::: ,t;}; i is:::,: j t ; :;: "]'."~i-i.,.;.us:;;;F:b ,_:;le;: i; :·:~!;:Hi 1;' :r i ;: 320 QR El NER' INC• ~If ! ! ~;: !:'.:!·!·:..:! ! ~ ! ~~-: !·~/·!·:·~;·i i::·!·t:::::!·:~!·r~~-:!*l.'~•I t (!·:t:!·! t.::!·!·t:·f't."!:'?'!~ ·-· .... ;.t!.2:Ul,.:p,.,;.t ~; ! !±!·i·i..: 1241 EAST DYER ROAD. SU I TE 250 "'""=""'v : ; ;: ; ::: , ;cc';;:' s:;; ;: : ;:: , ;/, ;:;SO<l;:t~ 8Si.; !38:~c,; . .,,.;;c~~,_; ::; ; ,±;' ::: , :;: ; ;c: )\'..;;;' ;;; : ;c SANTA ANA, CAL I FORNI A 92705-5605 ;_! :U li(~:i '.-~g\rti ~; Vi:!·; :r·!·~~i-;Jt! ~~~"r~r-\~\i~i:i gi i ~1 f?T!?rr~~~~tt~~f::~?:1~~ i:;f:j~: ;:: ; :±.: :~: ::: ! ::i ! :±: i :r.i i ~ii.i ;~ii;~ i ?r.;: ::;::i :r.!: t::: ;r.i:l ROUTE 280 0 ... 240 ,. 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SH ET 12 Ora 73 20.0 • 22.0 REGISTERED CIVIL ENGINEER PL.ANS APPROVAL DATE GREINER, INC. 1241 EAST DYER ROAD, SUITE 2 SANTA ANA, CALIFORNIA 92705-5605 . . -~. : ..... : : ;~ .. , ,., • ,.,. 1•1•,s•, ,., • :-: ' ')'•· :::~""" EA 102540 520 480 440 520 480 440 560 520 480 C "' >-"' ., > C "' "' 0: "' "' > ,_ "' .. 0: C "' ,_ .. ' C>->-"'"' m ,_ C .. .., C -'z "' i3g " u -'"' "' .. .., :,: UC u 0: "' " .. z Ct: .. :,; ... ,_ ,_ VI u 0 "' ... ., 0 d g: .. u .. 520 480 440 400 520 {•! -~ 480 440 400 520 480 440 H ,.;; ;.; .; ;:1 ;:~;: !~• ·i ,.,.,. ,. ;,; 1·1:·-i· 1· f!·!·t:· :ii ;: . ~-i:i-~t :;:~ •.•.•·•·•· ,.,., ~·! ' ;,. ····· ......... . , ... , ... ·. 1 ' ' "·!·'·· (· ·! ~ . ;_,. ,_.;. :, •!! •l•'•'i•!•••.•l•• :: ~:: ' : : : : : : : ., ;,; ;.,.,.. , .. ' ·!!.!·'·'·(•'• ( ,._t 0. ••••••••••••••••••1<1gn•~c••••••••••••••••••• l"l.OT o-.n, ······•)'tlm••····· PEN T•BLE, ··~ ... tobl•·· ,1.;•.,1 .. ·• .... ·. 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