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HomeMy WebLinkAboutR_6008_SBeg 6-Cell 12x8 RCB ct STA 10+00 S=0.0020 Co11crete Bcw,ter Type 28A Parapet Wall, See "Typical Section And Details• Sheet RCB Inlet CD ~ S=0.0020 152.40 Inv Elev L::;::169.47' 152.06 Inv Elev PROFILE GRADE RCB INVERT AT CENTERLINE 1.27' Horiz Scale: 1"=20' Total Length of RCB = 169.47' Measured Along ~ RCB ~ Ford Rd 66.97' 68.11' 23.12' Finished Surface CL Railing OG CL Rolling 1.92X 1.89% CD 0 fl'.: End 6-Cell 12x8 RCB STA 11 +69.47 S•0.0020 Concrete Barrier Type 26A Parapet Wall, See '"Typical Section And Details" Sheet ,----RCB Outlet Rock Slope Protection Notes: G) Paint • Bonita Creek (Ford Roadt ® Paint '"Br. No. 55-9332" "--Standard Plan Sheet No. Detail No. For General Notes See '"Foundation Plan" For Quantities See '"Miscellaneous RCB Details'" And • Retaining Wall Details No. 1" Sheet For Additional Invert Information See Sheet D-41 Drainage Pion Section 3.3 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 ~fESS/ REGISTERED CML ENGINEER -LD INCl£DON 1;.' ~ "° ~ 17593 I~ PLANS APPROVAL. MTE IWA ENGINEERS 17.390 Brookhurst St. Suite 1GO Fountain Valley, California 92708 p. 8/l0/97 CML OF c>,l\ 37'-ff { 37'-ff 12'-o" yp ff T Concrete Paving Per Roadway Drainage Plans See "Miscellaneous Details No.3" Sheet Finished Surface ,,r Profile Grade /I = Inv Elev (o) 1ff IRWD T -;-1 "e-45=-.-=-o ----=e="'o...,..t-o-=f,........., 4' Cutoff Wall Cone Encasement 55" MWD 131.5 Inv Elev Top of Slope Inv Elev 10 Pac Bell ------------- 6-Cell 12x8 RCB _...., Std. 081 1 0' Cover 11 8' Cutoff Wall ELEVATION VIEW AT CENTERLINE OF RCB Ret Wall '"A" Scale: 1" •20' c& 12 Datum Elev = 130.0 OG Inv, See "Trpical Section And Details Sheet Level \ -48:1 L_,._ ________ _ 48:1 7.4' Min.,-8.5' Max Fill Height Earth Cover) 8 1/'1' 48:1 [ 10" 8'-0" _J l1o" Min. & Varies See '"Retaining Wall Plan'" Sheet 6-Cell 12x8 RCB ---~ Std 081 1 O' Cover Inv, See "Tfpical Section And Details Sheet I Angle Point Toe of Slope I =I N 22"22'17' E Angle Point RCB Inlet = 69.00' Rt Ford Rd 63+68.86 ~ 6-Cell RCB~ ___ F_low_ :______L ~ 6737'43" W Beg 6-Cell 1 2x8 RCB (l STA 1 o+oo- 68.87' Rt (t Ford Rd 63+83. 12 N 50'0'45" E Curb &: Gutter J'..>.s f ...<'..p, '.J PCC 62+80.B8 Ford Rd = 374+61.64 FR-3 ,.......,....... 2 Traffic Signal Foundation, See Electrical Pion Section 3.3 ----------= 28"50'49• Skew Curve Data R=1800.00' 6=30"40'54'" T=493.80' L=963.88' _____ ;;:;:;,--=-- -----==== Se, Traffic ignal Foundation See Electrical Plan ----""'Section~:J = - '---Ret Wall R1087A See "Retaining Wall Plan'" Sheet 12 N 54•05•5ff E Angle Point - 79.00' Lt Ford N 52"19'55'" E -....---1 - Rd 62+54.86 End 6-Cell 12x8 RCB (l STA 11 +69.47• 79.44' Lt ~ Ford Rd 63+00.90 Angle Point = 79.01' Lt Ford Rd 63+46.14 N 56"32'34'" W Angle Point .. I I Ret Wall "B" I See "Retaining Wall re_ 6-Cell 12x8 RCB STA 10+ 78.30- t Ford Rd 63+46.40 188.25' Lt Ford Rd 63+08.03 1Plan" Sheet EC 65+21.45 Ford Rd 4702'5ff/i PLAN 1"=20' 0 Curve Data R=2405.91' .D.=05"43'45" T=120.39' L=240.58' Ret Wall No. R3B7 See "Retaining Woll Plan" Sheet ,.__. N 34'45'52" E For Excavation & Backfill limits See "Miscellaneous Details No.1" Sheet ' As-But!t) correct10ns are done 1 •I !CS with RED INK SECTION A-A Scale: 1"=10' INDEX TO BRIDGE PLANS Sheet No. Title SP-1 General Plan SP-2 Foundation Plan SP-3 Typlcal Section and Details SP-4 Miscellaneous RCB Details SP-5 Retaining Wall Plan SP-6 Retaining Wall Details No.1 SP-7 Retaining Wall Details No.2 SP-8 Retaining Wall Details No.3 SP-9 Miscellaneous Details No.1 SP-10 Miscellaneous Details No.2 SP-11 Miscellaneous Details No.3 SP-12 Log of Test Borings No.1 SP-13 Log of Test Borings No.2 SP-14 Log of-Test Borings No.3 8' Cutoff Wall ·-----"• --------· ·•------n;:-,l();.'.1'1A(,l ,.._, (:,, , .• , 1•'~1 • f -\, , J .._,, ~-...,., ,;, ~ V .., ... , • Sacilon; 3. ! ~~:Itr D7/~54.'lf; LIST OF STANDARD PLANS DATED JULY 1992 Sheet No. Title B0-1 Bridge Details 80-3 Bridge Details 80-5 Bridge Details 83-1 Retaining Wall Type 1 83-8 Retaining Wall Details 83-9 Retaining Wall Details 811-47 Cable Railing No. No. 811-52 Chain Link Railing Type 7 811-54 Concrete Barrier Type 26A 0-81 CIP Reinforced Concrete Double Box Culvert D-82 CIP Reinforced Concrete Box Culvert Miscellaneous Details •., ~1 Rf:LEAsE 1 2 FOR CONSTRUCfl()N SP-1 -P. Busher DESIGN ., J. Yostanto LOAO FACTOR DETAILS ., R. Bums :~ -J. Austin ~ TRANSPORTATION BRIDGE NO. 55-933Z BONITA CREEK (FORD ROAD) atlEJCID P. Busher -I<. Nolan ==:-Tii~--:---:-----t;.iiicii--:-:---:-:--:------t---+."';-:J:-:-._Y::o--:s_ta_n_to __ --t..:,.__;;;;_i'A_iii,-:--:-:-:-----:---1'~-~ CORRIDOR AGENCIES CllWfflTIES ., M. Dowis SPECIFICA'llONS "' K. Nolan =-J. Wood ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12~332 EA 1025,40 POST MILE 22.52 DISREGARD PRINTS BEARING EARLIER REVISION DATD - GENERAL PLAN SHEET OF 1/16 1 14 HYDROLOGY SUMMARY Drainage Area: 3.24 Square Miles Overtopping Design Base Flood, Flood Flood See Note Frequency (Years) 50 100 >500 Olsdlarge {CFS) 4410 4940 N/A Water Surface (Elev) 156.3 157.3 N/A Flood Plain Data Are Based Upon Information Available When The Plans Were Prepared And Are Shown To Meet Federal Requir,ments. The Accuracy Of Said Information Is Not Warranted by The State\ . And Interested Or Affected Parties Should Make .n:J~-Own ·lnves~fgotion. 1 71 .5 ---JI·-· . . , . . . .. . . Exis.t 18" IRWD (#3010) Abandon In Place Within .. State R/W With Interfering Portions ... T-d .. ·Be Removed See Section 3:,3··5pec'ial Provisions for •• .... Ab.andon·· and Remove Procedures .. . . . . . . - _., ..,.,. . . . . . .. -····' - . . .. . . . . . . . . . . ----1i;r;g -As-built Elev 'r31:cr Top 55• W Pothole Elev 156.82 Top 18" W / .,. . . . . . . . ,• , .. I , I I I J • • • ' -, ., , -, • . . . ··········••• ••• Angle Point RCB Inlet • 69.00' Rt Ford Rd 63+68.8 CB~ N 6737'4-S-W PHOTOGRAMMETRY AS OF: DRAWN .. . . . .... , . ' ,_, . .. . -, . -, ,·. SP . . . '""' . . . \ .. . .. . . . . . . . .• ) ,...t_ -·· ,,.. - I • • • • • • • • •' I I .. •· ···:.-··· •' . ' . . ' .... . •' ~-1······ .. . . . . ' .. . . . . . ..... . ... . . . . .. __ ..,.......•···· ---·- I ,•, . /';/ I ... ••••••••••••••••••• • Hatfield DESIGN IY J. Yostanto QjW(EI) J. Austin --------------------------- . . . . . . ' BENCH MARK OCBM 300 4 70 About 0.2 Of A Mile Northeast Along The Bonito Canyon Road, From The Intersection Of Coyote Canyon Road; 186 Feet Southwest Of The Center Of A Bell System Telephone Company Manhole Cover, 75 Feet Southeast Of The Centerline Of Bonita Canyon Road, 5 Feet Northeast Of A Powerpole Number 18616420E, In The Top Of A Concrete Post, 0.2 Of A Foot Above The Ground And About Level With The Center Of Bonita Canyon Road, Witnessed By A Steel Post, 1 Foot Northeast. Elevation 200.173 Adj 1976 Horizontal Control datum is Based on the California State Plane Coordinate System, Zone 6, 1983 North American Datum, 1988 Orange County Correction. Vertical Control is Based on the USGS Sea Level Datum 1929, 1976 Orange County Adjustme,:it .. -----·· ---Refeased for Construction .. . . .. . . ··••• . . . ..... . ~'3GtlOr"I: 3 • °! .. 1 +00.00 Be Ret Wall R1087A LOL= 78.24' .. .Lt· 61"+83:75.. Ford Rd ' ........ . .... . .. .. .. .. . . ', ... ' .. --·:.·.:: ... 9_~· ·... . ..••• ' ·. . .... ' ... '6'" ,. . . . , .. ...... . .. ' .. 155.3 Flow • 142.08 N 52"19'55" E 89.02' N 6737'4-S-W ' .. . . . . . . . . N 54"05'58• E a _.No Chengee a·. Changed aa Mmbd As•El ullt Date: •• 7A LOL= Rd L 6-ell RCB ct, End 6-Cell 12x8 RCB ~ STA 11 +69.47 79.44' ~-~ 142.08 Lt i Ford Rd 63+00.90 N 56' 32' 34• W ft, f . ..,. An e Pt RW LOL= 188.25' t Ford Rd 63+08.03 142.67 •, N 34"45'52" E .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• ♦ ••• I O O o • • o • o • • o • • o o ♦ o o • 0 • o • • • • • • • • o • • • • • • • ........... ••••••••••• ······· ............... DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 Pl.ANS N>PRrNAL DATE IWA ENGINEERS 17390 Brookhurst Sl Suite 100 Fountain Valley, Calffomla 92708 Point Northing Easting CD 2116688.62 6076884.50 @ 2176753.12 6076727.78 t WOOD RC£ 32636 p. 12/31/97 GENERAL NOTES AND DESIGN DATA DESIGN Bridge Design Specification (1983 AASHTO Specifications with revisions by Caltrans) REINFORCED CONCRETE RCB Culvert: See Standard Plan 081 Type 1 Retaining Walls: See Standard Plan 83-8 RCB Parapets/Cutoff Walls: fc = 3250 psi f s ■= 24,000 psi n = 10 2' Surcharge SOIL PARAMITERS RCB Culvert: See Standard Plan DB 1 Max Allowable Bearing Capacity • 3.00 ksf (FS • 3) Max Design Bearing Pressure = 0.86 ksf RCB Inlet Retaining Wall: See Standard Plan 83-1 Max Allowable Bearing Capacity • 5.00 ksf (FS-3) Max Design Bearing Pressure =-3.49 ksf -H=22' Max Design Bearing Pressure = 2.58 ksf -H= 16' Retaining Wall R387: See Standard Plan 83-1 Max Allowable Bearing Capacity = 4. 75 ksf (FS=3) Mox Design Bearing Pressure = 3.93 ksf H=26' Max Design Bearing Pressure • 2.55 ksf -H=24' Max Design Bearing Pressure = 1.95 ksf -H=22' Retaining Wall R1087A: See Standard Plan 83-1 Pile Capacity = 45 Ton RCB Parapets: Equivalent Fluid Pressure = 60 pcf Soll Unit Wt • 120 pcf Cutoff Wall (RCB Outlet): Active Pressure = 21 pcf Passive Pressure -210 pcf Soil Unit Wt = 70 pcf Water Unit Wt = 62.4 pcf • = 32,5• NOTE: For Sections A-A and 8-8 See "Typical Section And Details" _ QCM RELEASE JUL· 78 Sheet F9i PON$TRUCTION. SP-2 ~ ,..\ a,_~~4-• ~ ~'fu7f"T 12/92 IY T. IY J, ,., T. .... CH£Cl(E) Austin SURVEYED Strawbridge TRACED Hatfield DETAILS J. Yostanto J. CH£Cl(E) ~ TRANSPORTATION 1-----+-----...:;__-+-----+----------i1-----+-------t--=,,..----------r~-c..~ CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER BRIDGE NO. 55-9332 POST MILE 22.52 BONITA CREEK (FORD ROAD) FOUNDATION PLAN IIONOPF E».11: • FIELD CHECKED IY H. Sherman CHECKED ,., T. Hatfield QUANTITIES J.N. 345-02 05/22/95 08: 15: 31 --. ----. ----· -.. -'---·····--........... _,.._ .... ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION DATES -► REVISION DATES PRELIMINARY STAGE ONL SHEET OF 2 14 \ Chain Link Top of Barrier-/ Railing 168.21 Top of r Parapet • I Ret Wall ,. A" I Join -------r------------------ -----t-- RCB lNL~ ELEVATION SCAU:: 1 • 20' T op of Sa • mer-, d Cl Cl) 168.85 al \ Ret Wall R387 Join I ~ [D L I cl L •( ' Chain Link C'I / Railing C ·-·-C Top of ~ {Parapet J I I i------------,------------ 1------------~------------ I RCB OUIJ.,ET ELEVATION SCALE: 1 = 20' •r Bars "a Bars- "g• Bars\ \ -. -.. ->-. • y \_ \_,. c" Bars Bars} ~ •b" Bars • a" 1/4 0 18 Each Face • • e Bars l 4 0 18 Each Woy ach Face Typ. Invert Elev + S' Slope 48:1 ► -. . '-. B I C fj' 12·-cr ~0--,>. Cl,/4. ~, ,.: -MIIIIIR' <&>/~o/ ':} 5 _ _. DITI 168.71 Ret Wall "B" Join 2'-Cf /14=0 12 Chain Link Railing Concrete Barrier Top of Parapet II s o 1 8 ---------- I~· ~-I '1' Cir (Typ)---'--ff 2·-1 □-*4_0_,_2 ___ .......... ,., I • N 3'-CJ' ,,ro 9 ~PCC Sidewalk /14 O 18 Typ #5 0 9 /15~0 9 8-/16 , Continuous--..::::--~~~~ b I ~ Extend 2-#9 Into Parapet Longitudinal to /RCB Wall I 3/ 4• Chamfer /15 0 g• X 18'-Q" /07. 00 3-/14 188.1 '1 7 1'__ I I ; Parapet ; 2-/19 at Each RCB Wall (PcR F,11#/-59 2) Ret Wall R1087A Join R/0B7A TU/ EL.El( = /~ 700 1Cf (Typ) , / -/ -..__ - ► ► 8'-0- • I Invert Elev Above SECTION c-c Finished Surface Paved Invert See Roadway Drainage Plans Section 3.J Extend Interior Walls to End of RCB b I . ;, - ~ :i:: 0 I -:, 0 5'-6" Min 2x4 Key Cont f40o 18 1/4 Total 8, Continuous INLET SECTION A-A .-Level I _,/ --" . . Fillets/ •• 0.25 Span 3/4" J'cr Typ. Typ. " ,, Scale: J/EJ' = 1 '-0" . ,,,I . . Symmetrical about £ RCB 10" (Typ) I /' / I 8'-0- I b ... CIP RCB 6-12'x8' #4 Profile Grade • 0 18 Each Face Elev + :5' Profile Grade Invert :V Invert Elev I Invert Elev • ~ C 1 O" 1 O" /1 . Sloee 48:1 Slope 48:1 /1 • •. ./ --. . "-.. ~ / . -"'-/ ✓ -. . ff'--4"-r-- 12·-cr 12'-0" TYPICAL SECTION SCALE: 3/if = 1 '-011 DESIGN ll't' P. Busher CIIECICED R. Burns DETAILS Ill' CllllllCED D81 Notes: Parapet Mirror Of Inlet DIST COUN'TY ROUTE POST MILES SHEET" TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 /!)~ '1,QfESS/ REGISTERED CML ENGINEER LD. INClIDOH PLANS N'PROVN... Cit.TE No RCE 17593 IWA ENGINEERS 17390 Brookhurst St. Suite 100 Fountain Valley, California 92708 p. S/YJ/97 CIVIL OF Cl-\. #4 Continuous 5 Total D81 CIP RCB 6-12'x8' 10' Earth Cover 1/4 0 12 Continuous,---0>-~1 C) Detail X b :i:: I o • I oo..., :, 0 6" Chamfer 2x4 Key Cont FG DETAIL X ,---Rock Slope Protection See "Miscellaneous Details No.3" Sheet ~ /15 o R---~~a~8~J._- . I I. 1 ·-rr QUTLET SEQIION 8-8 Scale: 3/~ = 1 '-0" AS BUILT Q NoChanglill a Changed 99 Marll8d As-Built Date: 1. Far Reinforcing Sizes, Dimensions and Additional Data, see Standard Plan D-81, 0-82. 2. For Section A-A And B-B Locations, See "Foundation Pion" Sheet. QC M RELEASE 3. For Profile Grade See "General Pion" Sheet. Jl.1l • 7 • 4. For Transverse Reinforcement Placement Detail See "Retaining Wall Details No.1" Sheet FOO ~~~OC'tiort SP-3 BRIDGE NO. BONITA 55-9332 CREEK (FORD ROAD) ~ TRANSPORTATION P. Busher R. Burns GENE FOSTER POST MILE llr CHBICID CORRIDOR AGENCIES TCA CORRIDOR MANAGER lYPICAL SECTION AND DETAILS QUNfflTIES M. Dowis K. Nolan 22.52 ORIGINAL SCALE IN INCHES cu 12-332 DISREGARD PRINTS BEARING STAGE OHL: SHEET OF FOR REDUCED PlANS 0 1 2 J EA 102540 EARLIER RE.'.IISION OATES .. 8/9& 3 14 Longitudinal Bars------,. Face of Parapet No Hook at Parapet -- Main Transverse Reinforcement DETAIL A 180" Hook ~ Invert SI ab TOP SLAB Interior Wall Below Longitudinal Bars-~ Detail A (Above) Detail B (Below) INLET - 90" Hook Cutoff Wall Longitudinal Bars Longitudinal Bars -~ Main Transverse Reinforcement SECTION "g" and --- •r Bar 180" Hook Cutoff Wall at Skew x-x 90" Hook Bottom Bar Invert Slab 2 1;2· _..j Cir I I NOTE: Inlet End Shown, Outlet End Similar 1'---0utside Exterior Wall t 6 Cell 12x8 RCB -_ -_ -_ -_ =3---"--- Outside Exterior Woll Spacing as Shown on "Typical Section and Standard Plans" Dlsr COUNTY ROUn: POST MILES SHEET TOTH. TOTH. PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 REGISTERID CML ENGINEER LD. NCUml PLANS APPRCN>J.. No RCE 17593 IWA ENGINEERS 17390 Brookhurat St. Suite 100 Fountain Volley, California 92708 . G/9l/97 CML OF C~\. QUANTITIES RCB CULVERT Structure Concrete Bar Relnf. Steel Structure Backfill Chain Link Ralllng Concrete Barrier RETAINING WALLS Structure Concrete Bar Relnf. Steel Select Backfill Structure Backfill 1206 CY 308,370 LB 21,300 CY 173 LF 173 LF Geo Comp Drain Minor Concrete (Gutter) Cable Ralllng 378 CY 45,280 LB 7900 CY 5290 CY 229 LF 3.4 CY 229 LF AS BUILT e NoCllangee Q Changed •• Malllid A•Bullt Date: , .. ""<"'"'"' .... ! +-,..-·\ ... ,.,,,,. , I 1· 1_ I ,_ , ,.,•I,.,.,..._ ._, \.., ~ .__,,. ,.I" • Transverse ) . Reinforcement ~ Main Transverse Reinforcement PART PLAN TRANSVERSE REINFORCEMENT PLACEMENT ' ( i ,-.-1-' !"I..... "2. '2 -.,C\,,ili\r, I• ;,Jt ;1 SECTION Y-Y d:J~ :~"<-:;-;'..: uh(!:) I , s IIGldF IMTI • NTS DETAIL B -INVERT SLAB DESIGN llt -K. NOLAN F. PUGH J. llt PUGH QEICEI) K. NOLAN DETAILS F. J. llt CHIDCID NOLAN ~ TRANSPORTATION 1----+.=--------+-==--------:--t•~'""-"'-L.ftt:.'L:.I'~' CORRIDOR AGENCIES QUANTTTlES M. Mclellan K. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS o 1 2 J GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDGE NO. 55-9332 POST MILE 22.52 DISREGARD PRINTS BEARING QCM RELEASE Jut -7 815 FOR CONSTRUCtlON SP -4 BONITA CREEK (FORD ROAD) MISCELLANEOUS RCB DETAILS PRELIMINARY STAGE ONLY SHEET OF' EARLIER REVISION DATES '" 6/95 4 14 '4-C: I ·--::IE ..- Varies Chain Link Railing FG Cone Gutter 83-9 QI "Cl a: Type 1 83-1 Be in RW LOL == 125.63' Rt Ford Rd 63+37.20 --y----'? I Top bf Slope I I I -----.. N 25 2'22" W 83-8 ------...J ------- :::C C C C -OI 0.. 'iii t) ., G) a V> For RSP Details See • Miscellaneous Details No.3" Sheet Retaining Wall Weep Hole & Geocomposite Drain JYPICAL SECTION RETAINING WALL NO. R.387 NTS Design H=22' See Detail B ---~~ ' Toe of Slope LOL Ret Woll • X' Type 1 End RW LOL == 80.93' Rt Ford Rd 63+47.60 Be In RW LOL == 69.00' Rt Ford Rd 64+25.20 ---83-1 LOL Ret Wa II "B" Type 1 -iToe -:;Slope v--1!•.._~'cn I I I I N 50"00'45" E I : : .J, B•,~ I ~, J\__ A_ 'O,. --- - --~ _'--.-f,--,, Top of Slope_/ End RW LOL = 69.97' Rt Ford Rd 64+69.90 ====-=========-== See Detail C Begin RW LOL 79.01' Lt Ford Rd 6.3+46.14 Cf. Ford Rood PLAN B.3-8 1· == 20' Top of Wall 1 '-4" Min :::C C C C -OI 0.. ·;; Q) G) G) 0 (/) ...J 0 ...J Varies Chain Link Roiling Cone 3-9 Gutter FG Retaining Wall Weep Hole &: Geocomposite Drain 1 +00.00 Be RW LOL== FG 78.24' Lt 61 +83.76 Ford Rd --- See Detail A E TYPICAL SECTION RETAINING WALL "t,:.' NTS LOL Woll R1087A Type 1 B3-1 See Retaining Wall Details No. 1" Sheet For Pile Data and Layout 1 +68.00 End RW LOL= 79.00' Lt 62+54.86 Ford Rd 7'-4" LOL Ret Woll R387 83-1 Type 1 An le Pt RW LOL= 186.25' Lt Ford Rd 63+08.03 15•-o- Des· tgr, H::::20• --J,t....,~-See Detail D Design H=20' N 34"45'5i■ E ;:... _,,, LOL Ret Wall R387 /End ::w LOL= Type 1 194.71' Lt Ford Rd 63+30.88 :C C a C -OI Q.. 'iii G) t) G) a cn ff}_~ ~-;;:s ·" DESIGN .. J. Yostonto Olm<E> R. Bums BRIDGE NO. DETAILS .. J. Austin CM.~;=~y;?5 .. _,.DATE QUANTITIES M. Dowis J.N. 345:-02 <JB/19/95 15:48:22 OIECl<ED K. Nolan Of[Ckm K. Nolan ~ TRANSPORTATION -~ CORRIDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 55-9.332 POST MILE 22.52 GI "C a:: ~ ~ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 Notes: REGISTERm CML ENGINEER PI.NfS N>PR<NAL D.1.TE IWA ENGINEERS 17390 Brookhurst St. Suite 100 Fountain Volley, California 92708 LO. NUlXlN 0 RCE 1759J . 6/YJ/97 1. For Excavation, Backfill and Geocomposite Drain Details, See • Miscellaneous Details" Sheets. 2. For Details A, B, C, and D, See "Retaining Wall Details No.t' And • Retaining Wall Details No.3" Sheet 3. For Retaining Wall Elevations, See • Retaining Wan Detaffs No. 1 and No. t' Sheets. 4. Design H of Ret Wan Ref)reelf'lb H From Std Plans 83-1 For Type 1 Wall. Vories Chain Link Railing RW LOL~ ff PCC SW Top of Woll FG TYPICAL SECTION RETAINING WALL "B'' NTS Type 1 3-1 Retaining Wall Weep Hole &: AS BUILT ■NoCllangN Cl Changedullactacl Aa-BulH Date: Geocomposite Drain i 1.,/lj~~~~-~,~ ... _-071!:74..qs -~ QOM RELEASE JUL -1• SP-5 BONITA CREEK (FORD ROAD) RETAINING WALL PLAN • 0 I ;,. 1• -6" 1'-10"-- I I A -. I FS at Back of Sidewalk Mod. Elev 170.48 Top of Barrier Elev 168.23 Bock of Sidewalk LOL 1+00.00 Ex anslon Joint Bridge 55C-621 -~ Wlngwall ---- - 0-3 Weakened 3-2 Planejotnt Datum Elev Desi n H=22' Design H=26' 68.00' Total Length Measured Along Ret. Wall LOL 0 T}Pe 1 Retaining Woll I Elev 16B.00 Top Of Wall Chain Link Elev 170. 75 To of Barrier Elev 168.50 Back of Sidewalk LOL 1+68.00 Neo rene Strl B0-1 Pre-Molded Expansion 1-4 Joint FIii er 1111111 Varies 0.23' -To-4-36-! ---, (PcRFAf# 1-sf2)" 1 /07&0 t Top of Wall Elev -1-6&.00-- I II II II (6-CELL RCB) - L _JL _JL _JL See "General Plan" And "Foundation Plan" For Layout 'N N II ::c C (JI --,--- \_RCB Cut Off Wall 'iii Q) 0 RWLOL 11-52 Chain Link T>,>•7 Rolling ,,.--Varies {168.23 to 168.36) 93-1 Retaining Wall ,---Geocomposlte Drain DIST COUNTY ROUTE 12 ORA 73 REGISTERED CML ENCINEER PLANS /IPPRCNAL 0.6.TE IWA ENGINEERS POST MIL£S SHEET TOTAL TOTAL PROJECT NO. SHEETS 22.0/23.7 LD. r«:t£OON No RCE 17593 p. 8/9J/97 17390 Brookhurst St. Suite 100 Fountain Valley, California 92708 , Note: \ ~ (PERFM#/-3C>0) Cf.ASS/(}(} Pit.ES t/SEO Pit.ESPE,,<?~ ~t-1. For Footing Elevations, See ·Foundation Plan" Sheet ,A•+ 0 ' • L-;'--8 ''RcQ 'D ~ ' -, AS BUILT ' Q NoChangee '," 135 1+00 1+68.00 DEVELOPED REAR ELEVATION RETAINING WALL R1087 A ( PE,J? ,.C:,f/ #j _ 3 &;~ ) -- Pc.?u;s;' Bt.OC,{,/S ABuYE T.O F } E!.Ef/ raf" Z"Ct.R C,,-1/ PILE / FG Lv#GITUOl#Al BARS u'R ( Elev 152 F/E!.LJ BE-vL?t.C#G/T. BARS '--, ,rcA77A/h'2'Ci',,f-"'. lJC).;CTC(JT ', ...__ Wee Hole ',"'-• Changed u 11118i .... lllilt..t Al•Sullt Date: Weep Holes 3 Places -Scale: Horlz 1 "=20' i' A Vert 1"=10' Design H=22' Design H=26' -33'-2" 34'-10" 6 0 4'-8" = 28'-o" I 5 0 4'-8" = 23'-4" B C D E F G _H I J K L M 3'-10 4'-9" 1 ·-10· H - ! ! ! ! ! ! ! ! - - • --- Ret Drains See "Miscellaneous Details No.1• Sheet (/ ~ 8 "7:4 / {_ / .S ,(" E c? ~ ,;{' e LJ) ~-- & Geocomposlte \ (B ' ·I N 1'-s· ! 0 -4'-9" . -1·-a· • O> I ':or . C ·-::l: ~-+-'8"--3---'1-1 Retaining Wall -45T Pile Footing Reinforcement , • I") 2·-2• 4•-11• Varies o.~s· 1 '-1 Q-.;.." ~-1-.,;:::._-=..+.---=--....:..:..--t-+--2' -1 • -To---0.50'1 ----, (PER Ft1f #/-592) l /V/7.00 _ Top of Wall Elev 168.00 __ _.__ __ SECTION A - A RETAINING WALL R1087 A NTS 11-52 Chain Link T>,>e7 Ralllng .,,,.--Vories (168.36 to 168.50) ,...,_:...--"'.»lff"t' 8• PCC SW --- .--f-'::.:3:....-__;1~Retalnlng Wall • .... ,-.!---~ ------· ;. . Wall LOL~ I ~----1---_J._ _-!--_ _j__ t _.._ _ _.__ a 0) • U> • 0 I iX> . .... o I .I ;,. ... LEGEND : 8 g + .... + .-1 0 .-1 3: ll: (JI 4> CD Battered PIie + Vertlcal PIie 0'-6"1 ! ! ! 1 '-6" I I + + + + I .. + + 9'-4" 9'-4" 9'-4· 7'-1" 9'-4" 9'-4" 4'-8" g• -4" 9'-4" 4'-8. 9'-4" 9'-4" ! + 7'-1" 9'-4" I • ~ 0 • ---'II--.... co I I f' • +-1-----1- g 0 3: C! ll: !XI <0 "C O> (PcR F;Jf ll/-3ep6) REf.O BEAIDivAIGITv~IA/4L fitE BARS FCR Z"Ct.R. TtJ TOF. -, ESTIMATED QUANTITIES Woll No R1087 A Description Qty Units ~ II ::c C OI .Cl) Q) 0 RWLOL --Geocompostte Drain Weep Hole & Geocomposlte Drains See •Miscellaneous Details No.1 • Sheet RETAINING WALL R1087A I,,,_ A ,,,. PILE LAYOUT DETAIL iB ~ ;!: Jj Select Backfill {Wall) 636 CY Structural Backfill (Wall) 588 CY 2'-2" (PcRFAf #/-.3't;,~) ~--2 "CLR. ( TYP) / '-8"LtJ/f/G BARS .. ( PER FA,/ #2-390) NTS - ClASS /OOC CL,t\SS 45G PILE TIP ELEVATION DATA PILE ROWS A B C D E F G H SPECIFIED TIP ELEVATION 124 124 123 122 121 120 119 119 PROBABLE TIP ELEVATION 119 119 118 117 116 115 114 114 DOC . 2-5 Note I : Pile Class ◄5C, Per Coltrons Std Plan --82--8- Alternattve "X" Or "Y", Except "X" Shall Have T=14" I J K L M N 0 118 117 117 116 116 115 115 113 112 112 111 111 110 110 SEE PILE Qt/All Tl TY t £JRIJ//,A/G RECvRO FO.RACTt/Af. T/PEc.EYA770#S. Furnish Plies Class 45C Drive Plies Class 45C Concrete (Wall and Footing) Bor Reinforcement (Wall) Chain Link Railing (Twe 7) Concrete Barrier Geocomposlte Drain DESIGN "' CH£ocm K. NOLAN r,r F. J. PUGH CHfCKDI ~ TRANSPORTATION GENE FOSTER 1017 41 154 23,870 68 68 68 1-D_ET_AJ_Ls_-1-___ F._J._PU_G_H_--t-:==----K_. _N_O_L_A_N __ r~-..,_, CORRIDOR AGENCIES 1Y otlfCKm TCA CORRIDOR MANAGER QUANTITIES ORIGINAL SCALE IN INCHES cu 12-332 FOR REDUCED PLANS o 2 3 EA 102540 LF EA CY LB LF -LF LF BRIDGE NO. 55-9332 POST MILE 22.52 93-l Retaining Wall 45T Pile Footing Reinforcement , -1---½--3•_-_3_•~3_• -_s .... ·~_4_' -_1_"-1----i-_ 1,_ 8 .. 1'-6"- SECTION B - B RETAINING WALL R1087 A NTS QCM RCLEASE JUL -71!15 FOl'I CONSTRUCTIOl't SP-6 BONITA CREEK (FORD ROAD) RETAINING WALL DETAILS N0.1 DISREGARD PRINTS BEARING STAGE ONLY 6/95 SHEET 6 OF 14 EARLIER REVISION DATES - J.N. 345.02 08119/95 15:51:01 _,,.. , , .1"'_.,,.,'1,.;.,.\,,~~ 1'11'11\.r\l 1..1.1ro\n~a11.1a,-.c-\."'.1,1t::nr,ca1:: ;l:t:; :.:.:;; ► 7-:: . :;/J, o/._ ~.S. -- ~;"'..; : 1 /-r' Pre-Molded Expansion Joint Filler Detail B No Scale Warp Neoprene Strip at Top of Wall Strip 1-4 Ret Wall "A• 46.00' 3-#4 1 /t' Pre-Molded Expansion Joint Filler 6-Cell 12x8 RCB R=1 o"' Detail c No Scale Ret Wall "ff 46.00' Neoprene Strip Warp Neoprene Strip at Top of Wall 36' , o· Join RCB Inlet 20' 26' Top of Wall -1-----. Chain Link Railing 164.86 16J.B8 B' 1 f!" W And Encasement To Be Removed \/ Finished Grade _.:....., Face of Wall Wee Holes DESIGN 13P,,5 55W '' I I \. I Desi n H=16' Datum Elev 120 tll' J. Yostanto Joints 169.14 168.3C 169.54 Top of Wall"-, 168.71 "' Angle Point Desi n Design H=22' DEVELOPED FRONT ELEVATION AT INLET RET WALL "t,:.' AND RET WALL "s'' Horiz Scale 1• =201, Vert Scale 1• = 1 o• CH£Cl(fl) P. Busher To 9 89 Raillng Type 7 ......__--1.--_ __;_fo::..:.o..:.:.tln:.:.:g!...-_.c::~~ (Typ) Step -----1---finished Grade Face of Wall Desi n DETAILS tll' R. Burns CHECl<tD P. Busher tll' CH£Cl(fl) ~ TRANSPORTATION t-----+.:--------t-==------i•~"""""'L.fl!:.u \ CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER QUANTITIES M. Dowis K. Nolan ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 J cu 12-332 EA 102540 BRIDGE NO. 55-9332 POST MILE 22.52 DISf COUNTY ROU1E POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 -;Ii)~ REGISTERED CML ENGINEER Pt.ANS N'Pf«NAL LD. INCUDdl 0 RCE 17593 . 5/YJ/97 IWA ENGINEERS 17390 Brookhurst St. Suite 100 f'ountaln Valley, California 92708 NOTES: 1. For RCB Structure Locations See • General Plan• and • Foundation Pion" Sheet. 2. For Retalnlnq, Wall Layout Control See Retaining Wall Plans• Sheet. 3. Oeeftn Height. H, of Ret Wall Represents H rr.... Std Plan 83-1 for Type 1 WOii. AS BUILT a NoCl•'11• c:','.:0'~~·-· tl Cblnged ea Mui I f •. • Al-Suitt Date: QCM RELEASE JUL ·7• FOR CONtt~UCTION. BONITA CREEK (FORD ROAD) SP-7 RETAINING WALL DETAILS No. 2 889 ©Bors Top of Backfoce Base of Backface RJ87 Heel of Ftg f R387 LOL f I Detail D No Scale w""" ,>,.~ ... ft 6 o " . .:. ~;s;z;~ llllNCffi.ta: .lN. 34S.02 09/19/96 111:~24 D151' COUNTY Rotm: POST MILES SHEET TOTAL TOT.AL PROJECT NO. SHEETS #4 Vertical 12 ORA 73 22.0/23.7 f f I R387 LOL R387 Stem #4 Horizontal Additional Footing Reinforcement (6) 12'-0" Long /111@ 10 Each Way R387 Toe of Ftg Section X-X No Scale Cutoff Wall Beyond 1" Premolded Expansion Joint Material Cutoff Wall R387 Toe /CJ~ REGISTERED CML ENGINEER PLANS APPROVAL. DIITE IWA ENGINEERS 17390 Brookhurst St. Suite 100 Fountain Valley, California 92708 NOTES: 1. For RCB Structure Locations See "General Plan• and "F oundotlon Pion" Sheet. ~fESSt LO. NCUDON No RCE 17593 p. 8/YJ/97 2. For Retainini Wall Layout Control See Retaining Woll Plan• Sheet. 3. Design Height, H, of Ret Wall Represents H from Std Plan 83-1 for Type 1 Woll. 137.00' 6-Cell 12x8 RCB Join Retaining Woll i-------------------------t------------------<--+---- 22' 55' 60' J o in RCB Outlet R1087A See •Retaining Wall Plan No 'L' Slope 0.51. Toward Drain B' 157.34 B3-9 Woll Drain With Pipe Dome And ....._..,,. Overflow Scupper g' ·--·-~ .:,/. :§ C ·-ti 0 C i Angle Pt-..., 37' 20' 20' 20' 20' i.-..=..:-----<,...--~----i--------=s-f-Weakened Plane 20' vc Pl El= 157.34 22' 20' vc Pl El=- 161.00 O' VC Pl El- 162.18 I nTop ----·--~-- I B0-3 Weakened 3-2 Plane 42' 60' of Woll 40' 40' C ·o .c c.> "O Jj Spacing Expansion Joint Chain Link Roiling 170.18 BO- 1-4 Finished Grade At Face of Woll Wee Holes 0-3 3-1 Design H•20' Design H=24' Design H=26' DESIGN IIY J. Yostanto Br DEVELOPED FRONT ELEVATION AT OUTLET RETAINING WALL R387 Horiz Scale 1"=20', Vert Scale 1•=10• CHECkED P. Busher Datum Elev 20 CHECKED ~ TRANSPORTATION DETAILS R. Burns P. Busher r, CHlQ<ID 1-----+-:::--------t-==-------1-~~4ii~~S, CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR ~ANAGER QUANTITIES M. Dowis K. Nolan ORIGINAL. SCALE IN INCHES FOR REDUCED Pl.ANS 0 1 2 J cu 12-332 EA 102540 80-1 Neo rene 1-4 Strip Warp Neoprene Strip cit Top of Wall AS BUILT ■NoCtlangel Q Changed u U.lliild Ae-BulH Data: • Detail A No Scale 1 /7 Pre-Molded Expansion Joint Filler QCM RELEAJE ' JUL -78 FOR CONSTAUCT1O1t BRIDGE NO. 55-933Z BONITA CREEK (FORD ROAD) SP-8 POST MILE 22.52 RETAINING WALL DETAILS No. 3 Limits Of Removal Bottom --- ~ 6 Cell Outlet Retaining Wall No.R1087A (Not Included) Ill u IX: C: ·- ~ Ford Road Inlet • • 0 --- -P==============================~ ------------------------- -1/ - r1 _ C Overexcavatlon ---~~- reed Rock~~ /" (P.ER ;:;111'i-39t;,) R 5,P ;::;48.R/C W/ T# /'-5',c -Ji CRtlS/fEPGRA//EL (SEc S#EETSP-11) DIST COUNTY ROUTE POST MILES SHEEI' TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 .ftJ ~ REGlsn:REO CML ENGINEER Pl.ANS APPROVAL MTE IWA ENGINEERS 17J90 Brookhunit St. Suite 100 fountain Valley, California 92708 - :-=-=-7L7~~~~~::~==:-.:;;-1-J-1;'1-1~-~----~--Limits Of Removal Bottom _/ / ed Limits Of Removal Bottom__/ Limits Of Removal Bottom --~ Limits Of Removal Bottom ---.J- •M~•Rdea blFRlta Qf--~Retammeie>l.'4:.1eJJ.I----8E.tteM--~ LIMITS OF ALLUVIAL REMOVAL PROFILE -No Scale Remove Alluvium To Bedrock Retaining Wall No.R387 Notes: A. 4• drains at 25' max center to center. Exposed Wall Drains Shall Be Located 3•± Above Finished Grade. Or Fat Clay Layer LIMITS OF ALLUVIAL REMOVAL PLAN -No Scale LEGEND: ~ Limits Of Structure Backfill ~ Limits Of Excavation I Roadway Embankment mNQill1'04,t J.N. 345:02 08/19/95 111: 02: 04 --------~ -. ---·. --... ·------ 1' Min Original Ground or Grading Plane Variable Backcut 1: 1 Min. (Typ) Bedrock or Max Depth To Elev 134.0 Original Ground or Grading Plane Variable Backcut 1: 1 Min. {Typ) ,-c~- o ~ ~ ~ ... ., ,. 0 Bedrock_ or Max Depth To Elev 134.0 8. Geocomposlte drain, cement treated permeable base, and 3•, slatted plostlc pipe continuous behind retaining wall. Cap ends of pipe. Provide "Tee• cei inaction at 4• CSP drain. ~ Finish Grade Geocomposlte Drain--- See Note A -----see Note B WALL SECTION FDter Fabric Wrap Around Bockface Of Ret Woll DETAIL "A" Cop End, T_1.,---._ See Note 8 3•1 Slotted Plastlc Pipe See Note 8 Tee Connection Backface Of Ret Wall 'S' Min 3•, Unslotted Plastic Pipe SECTION 1-1 C ·-:::E I ,.,, Bond To Geocomposlte Drain i ~Bond 6" To Wall. Cut Hole For 3" Pipe ...------. '-r-Cement Treated 10 Mil Polyethylene 1, _0 Permeable Base Sheet DETAIL "B" EXCAVATION AND BACKFILL DETAILS FOR 6-CELL 12'x8' RCB ASBUILT WEEP HOLE AND GEOCOMPOSITE DRAIN DETAILS No Scale QCM RELEASE JUL -711 No Scale ONoChlngN •ChengeduU.llid Al-Bunt Date: FOR CONSTRUCT!~ P-g DESIGN -M. DOWIS K. NOLAN F. PUGH CHmCID K. NOLAN ~ TRANSPORTATION 1-----,r.,--------+-CHEO<m--------1·~-~ CORRIDOR AGENCIES QUANTITIES DETAILS ORIGINM.. SCALE IN INCHES FOR REDUCED PLANS 0 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 EA 102540 BRIDGE NO. 55-9332 POST MILE 22.52 DISREGARD PRINTS BEARING BONITA CREEK MISCELLANEOUS EARLIER REVISION DATES -- (FORD ROAD) DETAILS NO. 1 MINARY STAGE ONLY SHEET OF 95 9 14 Retaining Wall R1087A Top Of Wall 0 0 0 0 11111-i1 1 II II II (6-CELL RCB) -See "General Plan" And "Foundation Plan" For Layout f Woll Limits Of Alluvial Removal Bottom Elevation = 134.0 SECTION EXCAVATION AND BACKFILL DETAIL <t_ Ford Road 20' .--Roadway PavemeAt and Subgrade ------- RWLOL- Finish Variable Slope Backcut POST MILES SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 REGlmRm CML ENGINEER PlNIS APPROVAi.. DI.TE LD. r«:l.EDON In 17593 . 6/:JJ/97 IWA ENGINEERS 17390 Brookhurst St. Suite 100 Fountain Valley, California 92708 ~ WA] 111111111111111111111 NOTE: LEGEND: Random Clayey Embankment Limits Of Structure Backfill Limits Of Select Backfill Per SJHTC General Special Provisions RETAINING WALL R1087A EXCAVATION AND BACKFILL DETAIL RETAINING WALL R1087A 1. SN •••• 1lroneous Details No.3" For RSP Backfill Limits In Front Of Retaining Walls R.3B7 And R10B7A. See Note 1 LOL Finished Slope Finish Grade TYPICAL EXCAVATION AND BACKFILL DETAIL RETAINING WALL "/1.' AND RETAINING WALL R387 DESIGN DETAILS QUANTITIES J.N. 345.02 08/Hl/95 18:04:53 FllE'. • l:\ACADDATA\345 02\PLANS\DRAINAGE'.\3452SP10 C 0 ~ > 0 0 ~ cu Moisture Control Backcut O Bedrock or Max Depth To Elev 134.0 ff M. DOWIS Clt(CICII) K. NOLAN IIY M. DOWIS CHECl<ED K. NOLAN ff ClltCICII) ORIGINAL SCALE IN INCHES FOR REDUCED PL.ANS LOL • F1nlsh Grade <t Ford Road ,---Roadway Pavement and Subgra~e C 0 g 0 u ~ ~ -- Moisture Control Backcut o Bedrock or Max Depth To Elev 134.0 AS BUILT • No --•"'.'';;_' -; v■-■-\ a Changed e1 Ila Md A•Bullt Date: TYPICAL EXCAVATION AND BACKFILL DETAIL RETAINING WALL "8'' QCM RELEASE JUl -7195 FOR CONSTRUCTION SP-10 ~ TRANSPORTATION -........ CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAGER cu 12-332 0 1 2 EA 102540 BRIDGE NO. 55-9332 BONITA CREEK (FORD ROAD) POST MILE 22.52 MISCELLANEOUS DETAILS NO. 2 DISREGARD PRINTS BEARING EARLIER REVI ION DATES - STAGE ONLY 95 SHEET 10 OF' 14 Ret Wall No. R1087A LOL See • Retaining Wall Pkffl• Sheet . I Be 1n RSP 79' Lt 62+55 Ford Rd --=--------- ============-- Drainage System o.3--~ 6-Cell 12x8 RCB Culvert Limits of Alluvial Removal Bottom EJended Limits of _/ Alluvial Removal Bottom Be in RSP 79' Lt 63+46 Ford Rd ~~~p·'·' _,-i,& Ret Woll No. R3B7 LOL See • Retaining Woll Plan Sheet Be In RSP 194' Lt 63+30 Ford Rd PLAN 1" = 20' 1/2 Ton RSP 9.75' End SP 78' Lt 61 +63 Ford Rd DIST COUNTY ROUTE POST MILES SHEEI' TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 22.0/23.7 FESS/ REGISTERED CML ENGINEER LD. l«:lIIXlN ~1 RCE 17593 I~ Pl.ANS NtPRCNAL DATE 6/YJ/97 * IWA ENGINEERS CML /J---t 17390 Brookhurat St. Suite 100 Fountain Valley. California 92708 OF Ct.\.\ ----~a, /;fl),/ DEEP roe TRE#C/21 KEY#A Y Existing Channel 1 /2 Ton Rock Slope Protection, ~ Thlelt, Method B --B'M/N'. 152.00 FL 0.2X t===;~i:===;;l~;F.r.;~~r;;;o--;:;ef;~~~~=;;v;~~~~;:;-o-;:~~~'ttf--.-7~,;,W~:;w-\~- DESIGN DETAILS Drainage System No,J 6-Cell 12x8 RCB Culvert -~ 8' Cut-off Wall ---'Ir_, -Limits of 1 :1 / Alluvial Removal----~_.-"'-------- 7, End RSP 166' Lt 62+66 M RSP· -209' lt 62+48 ford Rd- Ret Wall No. R387 ~'------See Retaining Woll Plan" Sheet V\..YN ....,,... • "" • ;(/· ) '··---( Pei? ,.r:11, • /-4 71 Ill' J. Ill' J. EL//f//l,1/AT£ 1/2 rv1\./ RSPOVE Tc? ESA CCAIR/CT (//.4,TC/IE.O .4R£4 TC RENAi.iV ESA) ciVD RSP --.____:::::._.:: --- Ret Woll No, R387 LOL ord Rd Umit1 of 1:1 Alluvial Removal ---~ __ ...,,. Yostanto Yostanto 1/2 Ton RSP RSP Fabric CHEa<Dl K. Nolan CHEa<Dl K. Nolan /II Cl' ! '4 "C,{?CJS//ED .__j GP4VEt. 0/1' I '\ 'O \ GENE FOSTER . . . . . . .. .o· (!ii~) RSP Fabric 4.5' Elev • 134.9 i_ ~--&tended-timits--&f- AUuYial Remo¥GI CLAY LAYER SECTION A -A , .. • 10' ,./. 5 ',#/#. (TII/C.K +·· fra~l#.OEcP7ZJETRcAICh'KcYM4Y I I Existing Channel 1/2 Ton Rock Slope Protection, 4.6' Mil"I. Tolelt, Method B ,-8.¥./1./ I • 4.5' :. (MIN.) ,'-/'rJF .fft. "CRt/Sf-/cO GRAVEL Elev • 1'54.9 L wwg:YLAYER .o· AS BUILT a No Char'.g11 ;·,:-";},G:5 8 Cblnged u 11 la' • ·' Al BUIit Date: ' • ' - SECTION B -B 1" = 10' BRIDGE NO. 55-9332 QCM RELEASE JUL -7 • SP-11 FOft-CONSTRUCTIOl'-l BONITA CREEK (FORD ROAD) .. CHEa<Dl ~ TRANSPORTATION 1------+-------+---=------1·~--CORRIDOR AGENCIES QUANTITIES TCA CORRIDOR MANAGER POST h.llLE 22.52 MISCELLANEOUS DETAILS NO.3 ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS 0 2 J cu 12-332 EA 102540 DISREGARD PRINTS BEMING EARUER Rl'v'ISION DATES -• SHEET OF 11 14 Ml' ., /lflNIWF· ,r t l I f I J A l l J !! ©G I~®(()@© !}J !l If •!Jfj ~iJ!Ill i ., @(1)-:g ., ®®<i>©®@ l •a Ii! ~ I I I I a• 0 ~ ~ J JI t ·1 i I u 5151 ; ! 11 j i 1 A ! N ♦ -~ li!li! I I I I ;1 j 01 .. •• " ~ 1 ~' ; l! i I j o; il > u PLAN VIEW STA. 62+67; 71' LT. OF FORD ROAD C/L . - 110 IO 1-25-94 STATIONING 60+00 (C/L FORD ROAD) CHECKED BY R. RABUS o,.,t 6-CELL RCB CULVERT STA.82+72;~1'LT. ' OF FORD ROAD C/L ELEV, 156.40 1-29-14 GROUNDWATER NOT Ml!ASUREO SH-3336 -214 R-3346 H-33214A ROUTE 73 C/L FORD ROAD $84,00 SR-3343 \ SH-3335 STA, 03+00; 82' LT. OF FORD ROAD C/L 110 3-22-94 65+00 SH-3336 ··taf CLAV, greylshl>rown, wet soH"" silty SANO and CLAY ··gia;t:~;~~~~-~l-Ji"· ·wet·-1oo,e:··sana· . .. ... -·---.. ··-·-.. . ... hard, DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS NOTES 12 ORA 13 10-12-94 Pl.ANS APPRfNAl DATE PACIFIC SCILS ENGINEERING, INC. 3002 DOW AVE. STE. 51 ◄ TUSTIN CA. 92680 (71 ◄) 730-2122 1) l!LEVATIONS BASED OH fll!LO SURVEY BY FNA,INC. 2) BENCHMARK: ofES& \ B. C4iJl No 112 Elcp. 3-31-96 ABOUT 0.2 OF A MU! NORTHEAST ALONG THI! BONITA CANYON ROAD l'ROM THE INTERSECTION OF COYOTE CANYON ROAD; 111 FEET • IOUTHEAST 01' THE CENTER OF llil! CENT£RIJNE OF IONITA CANYON ROA0, 5 FEET N0lffli!AST OF A POWER POU! NUMBER 111114:IOE, N llil! TOP Of A CONCRETE POff, 0.2 OF A FOOT A10VE THI! GROUND AND ABOVr lEVEl WfTH llil! Cl!NTl!A OF BONITA CANYON ROAD WfTNESSEo 1Y A STEa POST, 1 FOOTNOR1lil!AST. MSL ELEVATION 200.173' STA. 63•10; 26' LT OF FORD ROAD C/L 130 11-28-94 SR-3346 ··SA··--·-----------------------• ,a,liiyA~~oAMAf10N : LC>-s------- TRANcgs MEMBER ~··t SIL TST NE/CLAYST N , thinly beqded, olive-brown/ ar green-gray, moist, hard. PROFILE VIEW H: 1": 50' Y: 1" : 10' QCM RELEASE JUL -7 935 FOR CONSTRUCTION ~ 11WISPORTATKJN h COIIIIIDOR AfJENCE8 COi£ RJSl'lR 55-933Z BONITA CREEK (FORD ROAD) ORIGINAL SCALE IN INCHES FOR REDUCED PLANS o 1 2 1CA COIUIIDOII IWWO cu 12332 £A 102540 POST MILE 22.52 LOG OF TEST BORINGS No. 1 OISREGAAD PRINTS 8£ARINC £ARLJER RE..-iSION DATES --► RE..-iSIOH DATES PRELIMINARY STACE OHL: 12 IU',, ,.,., -,, I I I !5 I ©B i ~ I. i -i!'~ gf I i 5 ·I t 11;-t I I I! I '!ih ~ ~ lit f! f u i !I j 5 f i I ~ t l J I 1 . I l i I J 1 i'! (!) <ID <E) ®@ !sf) !J•t 1!Jfj ~1J, i _. @a)~ N @@(i)@@@ ! .o -I I I o. ... u J! I C ! 0 u 51 I 0 - I f 5! ~ ~A J j J I 1 A ! N• • ., 51g -I I I I !J j ON ♦ • - ... i l ! ~ • I I 'i 1 I ls u PLAN VIEW 1w: 50' i-= -I cc ' 0 IQ Q C'II ~ Iii C'II cc • Q C') co cc 0 ~ I&. I&. Cl) 0 ELEV. 157.00 11-29-94 PROFILE VIEW STATIONING H; r • 50' Y: r • 10' (C/L FORD ROAD) TOPAN8A F RMATION • L ir:~fT~N'tfs'r'~~TS°Jt thinly bedded, dark gray/gray brown, moist, hard, some rust stained bedding and fracture surfaces. 60+00 DRAWN BY S. JESSUP CHECKED BY R. RABUS R-3321 ROUTE 73 C/L 6-CELL RCB CULVERT SH-3336 H-33214A SR-3348 $ SR-3345 FORD ROAD 16wf'4•00 ~--3343 R-3344 - STA. 83+71; 30' LT. OF FORD ROAD C/L • SR-3343 ELEV. 156.00 SR-3345 ELEV. 157.00 A.REED M&T AGRA INC. F10.D INIICS~TOII a ean c ay c ayey sand m xture, reddish brown/olive•Qrown/greenish gray/black mixture, moist, soft. ALL~VIOMJaill lean c~AY7clayey san , very ark brown/ ark green-gray with some red rust, mottlecl, very moist, soft. ., OPA 8A FOR ATION • Los ; I RANC s MEMBER (Ttll . 150 :SANDSTONE con.9lomerate, angular 1 130 ,to rounded graint1c to volcanic gravel : :},-...,.-,...,..-nm--,,.....,r-1 •and coarse sand clast In a greenish , ~r•~ well cemented, fine grained , 11-30-94 GROl.!!fD:"£ATEA NOT l"'EArUAED t·t~.£~~0t~N'i1~jtfs,-~NE", ·cra·rk. --•• : "\IJray/gray brown. moist. nerd. r 65+00 ~ TRANSPORTATION COR1IIJOR ASENCES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS O 1 2 3 &ENE FlJSJ'Elf ~ COll!IID0II 1iW61GUI cu 12332 E'A 102540 55-933Z POST Mil£ 22.52 DISREGARD PRINTS BE'ARING DIST COUNTY ROUT'E POST MIL£S TOTAL PROJECT SHEET TOTAL NO, SHEm ORA 73 ~'-OfES~ ,,. cq No 112 Elrp. ~31-911 PLANS N'PR<NAL DATE NOTES PAaFIC SQLS ENGINEERING, INC. 3002 DOW AVE. STE. 514 TUSTIN CA. 92680 (714) 730-2122 tJ ELEVATIONS IIASED ON FIELD SURVEY BY rNA,INC. 21 BENCHMARK; ABOUT 0.2 Of' A Ma.I! NORTHEAST Al.ONO THI! BONITA CANYON ROAD FROM THE INTERSECTION OF COVOff CAHVON ROAO; 111 FEET SOUTHEAST OF T1il! Cl!NTER OF THE Cl!NTERUNE OF BONITA CANYON ROAD, 5 FEET NORnfEAST OF A POWER POU! NUMBER 1111430E, IN nil! TOP Of' A CONCRm POST, 0.2 OF A FOOT A80111! THE GROUND AND ABOUT LEVEL WITH THI! CENTER OF IIONITA CANYON ROAD, WITNESSED BY A STEEL POST, 1 FOOT NOfmtl!AST, M8L ELEVATION 200.173' ELEV. 157.00 3-23-94 SH-3335 11 'SAND moiled grey and tan, m I m 1u ense f&.Uv1cM1ffii : sandy CLAY/clayey SAND, grey to blue grey, wet, soft/looie silty SAND, bluiih grey, wet, loose, • some roots . . .... . .. --... . . ---.. -------.----dium r With TRANI s MEMBER lTtl): SIL TS NE, t,an, molit, very hard, some lne grained sand AS BUILT • NoChanget □ ChangednMatlWCI A•Bullt Cate: • , JUL -181 FOR CONSTRUCT! BONITA CREEK (FORD ROAD). LOG OF TEST BORINGS No. 2 REVISION OATES PRELl,IINARY STACE ONL EARLIER R£VISION DATES ---/3 14 I ------------------------------------------------------------ I- ' ~ §' ~ I ~ ~ < , ~ I l ~ ~l C -o -2 i.E ii 0 C f 1~ i! "-CJ ; ;•1-~5 If [; C l !! l; .! ii 1 • li. E E , 0 J !! -0 E ~ -u • t l .., 1 -"' -D • .., D C • ]2 Q. i D g j -C ! "' ' 0 8 l u UM • • C c" >--Iii :::, :::,S ©G @®®@@ I i ! l ~ ~ M a 1 -e ! D C j i lo C -3 l ~ • D 0 C ~ !It • I!! .. -;; l' Q. -I! • • ID l ~ • ~ .., 2 • ! ~ 0 ] C u i ~ § i M > 8. ~ 0 I M .& a: u u :I a: 0 "' .. @©~ &\I @@®@®@ l -0 0 .., C -~ " ~ 11! C j ill ~ i ill fill • • .. >, a C ~ "' 0 "j o..1 Iii l, 0 u -0 !! I l, 8 ~ • • 0 ::i Ii C 2 JI ;; a.. -0 V)" V) V) V) u 1/) a n11 ITTI m ~ ma ■ llll ~ "' 11 " cil l l > JI .t 0 ~ u ~"' \! ~~ 1& ~& u !jcil u "' C l, 2 ~ c5'o -8 E:;1111 .J ~ Iii J i ?lE :£ ,: ~g ~& && 3 u u :IE ~ ~ ~ ~ ~ IIlll] ~ ll:) ~ ] ,..o ii! ~ ~ -l I I I I l 0 ... 0 ii! - ] N .... "' ii! ii! -l I I I I I -0 N .. .. ~& >, j u 11 1 i j ~ 1 ~ 1 0 J u >, 0 i i i ~ iii I i ui iii l IZ ui i C 0 u ,--____ _ 5fl FORD ROAD RETAINING WALL #R1087A ~ R33214~ H33214A R33213~R33213A ---+----£-----+6'0~--------------62 ---------\- PLAN SCALE : 1" = JO' - AS BUILT • NoChengee 0 Changed ea Mmbd Al-Built Date: DIST COUNTY 12 ORA ROUTE 73 POST MILES TOTAL PROJECT SHffi TOTAL NO. SHEETS ~~ENGINEER PLANS APPROVAL DATE No C 0.f71 Exp/2-J!- IVI\.. M&T AGRA Geotechnico/ and EnvtronmentCTI Serv,::::c~e~s;;;;;;;:::;-' 1290 North Hancock Street Anaheim, Co NOTES: 1.) ELEVATION AND LOCATION BASED ON SURVEY BY GREINER & ASSOCIATES 2.) BORINGS LOGGED BY GARY BUTLER, STAFF GEOLOGIST ANO DOUGLAS DAHNCKE, PROJECT ENGINEER J.) NSR -NO SAMPLE RECOVERY '4.) BENCHMARK: MSL ELEV. 200 17J, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST ALONG THE BONITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE Of BONITA CANYON ROAD, ~ c:;J & <:Y 00<( 00<( 00<( 00<( GROUND SURFACE ALONG a:: RETAINING WALL R1087A a:: a:: a:: a o o o ELEVATION ELEVATION 170 a:: a:: a:: a:: ---------◊--------------------1-----------0-----------------------------o ____________________________ o __________________ _ 0 t... 10 t... r-, '-'-N t... 170 160 150 140 a, t... a, u. (0 t... 1' LL +o +o +o +o .-.-N N :? R33213 :? R33213A :? R33214 :? H33214A --------1-oo-~...::......::...-=~---=---------------1--------i-o,-L-".>-<..-..-_._~,__,~-------------------1-~ I-~--'--...::...-=cc___;_.....;;.c.......cc__ __________ _ (/) LO ELEV, 156.1 (/) LO ELEV. 156.4 (/) " ELEV. 156.4 vi" ELEV 156 1 ALLUVIUM (SC-CL) Dork green-gray fine to medium CLAYEY SAND to _______ ..,.......,.......,,.,..,.,,., SANDY CLAY' 1/. 1/. 1/. ~~0(0\(r>Y (>,/'. . loose (SM) Dork gray fine to medium --SILTY SAND-------------,.c,.,.,_,.,,_~_......., (SC) Brown-block fine to medium CLAYEY SAND, very loose (Cl) Block SANDY CLAY with organics ALLUVIUM· (SC-CL) Dork green- groy fine to medium CLAYEY SAND to SANDY CLAY with roots~m;>~r,,;:,p:=.,,,., ' ...... 'y.._ '.,. ... ,>"'>. '->'),.-...».. \)'),~ (SM) Dork gray fine to medium -SILTY SAND (SC) Brown-block fine to medium CLAYEY SAND ALLUVIUM. (CL) Brown SANDY CLAY to moderate yellow-brown fine SILTY SAND with CALY, roots ond voids _(ML) Gray fine SANDY SILT -------- (SC-CL) Moderate brown to groy-block fine CLAYEY SANO/SANDY CLA.Y, loose Sid Groy fine to medium SILTY SAND ML Gra fine SANDY SILT (CL) Grey fine SANDY CLAY (ML) Gray fine SANDY SILT, firm (SC-CL) Croy fine CLAYEY SAND/ SANDY CLAY, very loose (SM) Gray ftne to medium SILTY SANO, rootlets, loose (ML) Croy fine SANDY SILT, very soft - (CL) Croy fine SANDY CLAY, very soft 160 150 140 130 -BEDROCK (TOPANGA FORMATION) ------------,-_26_94 Thinly bedded light olive-gray ,.,.,. °"""'"' ,. , ,,.1. • 11,.,,. (CL) Black SANDY CLA.Y with organics (CH) Block SILTY to SANDY CLAY '-'-'-'"'-="-'---'-'..,___,~,._,__.___..,.<-0--(CH) Block SILTY to SANDY CLAY, very-130 soft SANDY SILTSTONE with minor CLAY "'"'"' ,:,vm,w n..,..," .., vrr ond very closely spaced fractures 17/i'Ot/NOHIAffR St/li'f"AC£ £L.EVA170N ... thinly lnterbedded block SILTY CLAY ond fine SIL TY SAND with roots ond organics, stiff .. organics 120 ---""-"'"'-"'"-"':.!.>!u....,,>t, !i'...,__"-'-'""-"'""·-Light gray fine SILTY SANDSTONE _____________________________________ """""'--"""--'-'-'<-U"""'IJ.!1'-'-"--'"-"_,'-"' (SM) Brown medium to coarse SILTY SAND --and fine SILTY SAND with CLAY --u..=L=<.JL-><.__..,__,.w,1,1--..o<...J.- (SM) Croy medium to coarse SILTY --SAND, loose Concret1onory light groy SANDY SILTSTONE with pole brown SANDY CLAYSTONE lomInotIons BEDROCK (TOPANGA FORMATION): lnterlaminoted medium blue-gray SILTY CLAYSTONE and pale brown CLAYEY SILTSTONE, very closely spaced fractures . SANDY GRAVEL layer ~ SEE eo).1N~9R~21., F~ BEDROCK (TOPANGA FORMATION)· Croy CRO(/N()WATrR Sum;fCE £LEVA170N CLAYEY SILTSTONE 110 SILTY SANDSTONE------------------------------------="-'-="-"'--'-"-'....,,,=::f'~"-'-'""-"-""--------------------------------------------- concretion .:, =-t- 100 ,,..,.,,.,,.,..-r-::,.,.-,,-1,i. "c;J-,.-r--,;~ --~~:; 11 -------------PROFILE a:,- 140 JO >7 1 4 14 30 SlAT/ONINC (f FORO ROAO) 1-24-94 Pale red to light brown SANDY SILTSTONE with minor CLAY Pink groy fine SILTY SANDSTONE with minor CLAY 59 6'0 HORIZONTAL SCALE : 1" = 30' VERTICAL SCALE : 1" = 1 O' • 6'1 14 1 1 1-25-94 6'J lnterlominated dark blue-gray SILTY CLAYSTONE and dark ohve-groy CLAYEY SILTSTONE Light blue-gray SANDY SILTSTONE lnterlominoted brown SANDY SILTSTONE and medium blue-gray SILTY CLAYSTONE Concrebonorv brown-gray SANDY SILTSTONE lnterlomlnoted brown SANDY SILTSTONE ond medium blue-gray SILTY CLAYSTONE QCM Af;l.[ASE JUL -7 IE FOR CONSTRUCTION JOB No. 192-236 PLATE lI 120 110 100 90 DRAWN BY J B DEPOORTER G BUTLER/D DAHNCKE ~ 11/ANSPORTATION CORRDOfl AGENCES CENE FOSTER 55-933Z BONITA CREEK (FORD ROAD)/R1087 A CHECKED BY D DAHNCKE JANUARY 29, 1994 DATE _______ _ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 J TCA CORRIDOR MANAGER cu EA POST MILE 22.52 LOG OF TEST BORINGS No. 3 DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION OATES ----14