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HomeMy WebLinkAboutR_5779_S7 QJ z s ~ 0: n ( ( I a: w rn 5 ::J 7 [0 7 ~ a: 0 ( cc w OJ ~ ::J 7 QJ \ I . I, Ii I I I ' I I l_ . I . , "' ~-f~. ' . I k . .., ~-::: -~ '-. :':i ~ t_ ~-t ~ r..: L. ~ r.:. ~ ,, ~ r- i ,,-. F;: f,t •· I ,· k ~ ->--- ---------------------------------------------·--:-- •• ~ Sheet No. II II II JI 11 II JI II ll IJ 'U II II II II ti II II II II II JI " " " II " " " " " " " " " " II II II " II II " II II " II II . INDEX OF SHEETS I Title St,eet 2 • .. ·Typical Cro,ss Sections 3 ~•e,.Slandurd Plans List 4 -5 •• Layout Plan • 6-8 I-Profiles 9-13 Street Plans 14-15 Stage Construction Plan 16-17 Contour Grading and Fencing 18-20 Storm Drain Pian 21-23 Storm Drain Profile 24-32 Miscellaneous Drainage Details 33-38 Special Details 39-40 Drainage Structure List 41-43 Sanitary Sewers 44-45 Utility Plan 46-53 Weter Mairi 54-55 Removal Pfon 56-58 StripeRemdvol Pion 59-60 Stripirg Pio~ 61-63 Pavement Markers 64-65 Signing 66 Traffic Control System 67-74 Signals and Lighting 75-77 Planting 78-81 Irrigation System STRUCTURES STATE OF CALIFORt~IA BUSINESS AND TRANSPORTATION AGENCY DEPARTf~EliT OF TRAt~SPORTATIOii ~i@J~CT Pl£~JS ~(t}~ (@h~Su~Q]{V~O~J ij~J : .-. l1j, .iJ -•-,_ SY-~¥~ ~"' ; Qi~ F'l ~me~ l7 .1~1~ ni"~f'd,~~· IN ORA~JGE COUNTY IN NEVvPORT BEACH FROft4 0.1 MILE SOUTH OF BAYSIDE DRIVE TO 0.I-fvllLE NORTH OF DOVER DRIVE To be suppiamented by Stannard Pl211s dated March 1977 " " 82-121 Nor1Il Arm Newport Boy Bridge ( Br. No. 55-614) " 11 122-127 Nor1!l Arm Newport Boy Bike Bridge (Br.No. 55-521) " 11 128 Retaining Walls No's 154 end 156 " u 129-132 Re1ain,ng Woll No. 309 ' NAMES ANO TYPES OF STRUCWRES BRIDGf NO 0 NORTH /'RM NEWPORT BAY 55-614 ® NORTrl ARM NEWPORT BAY BIKE PATH 55-G2I @ NORTH ARM NEWPORT BAY iREMOYE) 55-21 . . . Limit of Vi/ork Sta. 312 + 56.09 • • ,, C. 1 Ty Beginning of Work Beginning of Ma·or Construction Station 133+00 ~ P. M. 18.5 0: ~ -• " . -,, . '\ -~ • \, ------- 400 I Length -Length OF 0 ' SCALE IN FEET 400 I 500 ' lc00 I of Major Construction =0.55 Mile of Work= 0.9 Mile ' ... B ~ ;..\ { I J ~ r1 DIST. COUNTY ROUTE 07 ORA I PROJECT POST l11LE-T01Al 18.0/18.5 'l'CITIJ.. •""""· 132 f DH llfl: .. l kCIDOC \-.;. r --· .. LOCATIOH MAP • -,,.i; .... -• H~ "''' .-·- I ! ' End of VJork •• AS BU f LT .. . 04 CONTRACT NO. 280~~as RESIDENT ENGR R.£. stru-Ez DATE _____ ~5t-=-;,a.==·-=-=~c;;::':.- End of fVlajor Construction - ~ -. , -- Station 163 + 60 P.,vl.I8.0 LEGEND, (ontrnrt tlo. $ 02( 07~09 280201 \ I l:J z < <f. 0: 0 , ", . ([ w co > ::J 7 CJ -, ,:_ > ' ~ cc 0 a: w.,, OJ ~ J ::J ff) z~ (.9~ Z<A s. I -, ~ '· c.: n 0: w Cl > ::J 7 ~ Ill - ~ 0 ,,, . ~ V, . < z rr p a < ,:J w <! z rr " ~ q 0 w z > "' . '" §! < C 0 ~ rr 0 u 0 ~ 2 z ~3 " < 2 C co 3 q Ll w ~ "' . z 0 ~ 0 " rr 0 u □ ~ 0 I z 5 " ~ a: > < C co -~ 6 ~ \ I . C < " ' 0 C " " :,; " z 'S c ,, 0 " < ITT ' 0 " '" ~ " z ; ro f5 D C frl C 0 X X --a.------- I I I ~~ • ..... ~ 0 X I-e--=- £r .: w " ~ y ' u I 0 ' _j . iD 'l ' . ~ I lL ~ . a: ,_ 'a)-. I'-1 .... 0 --;-(r UJ ....J . Q ' 1 -w X 1/ ~ ·, , ~ I ' ..... C Q ; (.!) • z • 0 • ~ 3 PROP. R/W LINE EXIST. A.C.----..._, --~ - 4:IMAX. •• EXIST. ~ R/W LINE VAR s' 2' 4 I' 8, VAR. I 5' VAR. ! P. c.c. . --l f-<-I' B VAR. SW LINE A ---......_ V-CR OWN LINE -I I it CONST.--..' I _.r-EXIST. Cl VAR. 3S I 32.' TYPE CD VAR. VAR. THICK. A.C. - 41' 2's'aVAR. p. C. C . SW . . 8'8:VAR. z°lo I TYPE(J)j .....---:;' .,,,,-EXIST. R/W LINE (EXIST.WOODEN FENCE TO REMAIN) // --~-/ 3' ' 8 1, 12' 8' VAR. 3' TYPE 3 f'aa,f ,.,_,, .. !.:t.:a hc,~ct I !►.,.t 1 T:;:-::/ ho. SnN'J f- 1 o_7 ....... J _o_R A---'------'--'/.'-'8,_,o LA-~--s __ ~i_Z_,c...;13_2_1 l -P-,C}-JE~~--.foZ=.(EG:i:'~~ :,E~?.-f No. _ _/_},.§J_4__ I I DATe APFRovrn-46Y.eL2J~er 2.0 19 79 J ...._ _____________ / _____ . THICt. A.C. co/, P.G. \1 Q.:> -1.5 °/o 8t VAR. A2-8 1CUR8 _""-\ I -0 -A2 8 CURB ~ ===-o:. ~~~1_J ___ _:.i2~•~~:..--P._._G_._,--~ --,. 0.,3,3' ~---..... --..... L/ s' P. C. C. SW 0.33• ·A2-8 CURB r, 15' \,5 %_ ' r-' --. , I • I L-' ,_ ____ L.,--P.C. C, WALL I '-.. r--4EXIST. ---------I'--1~ NOTES l -DIMENSIONS SHOWN ARE SUBJECT TO TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. '-.. SW / ----..._ / -'-!-__ ,_ ----i--/ -.... --.... 2-SUPERELEVATIONS AS DIRECTED BY THE ENGINEER. ---'----' / I '-~o.G. _/i / 20'EXIST. P.C.C. I 20' EXIST. P.C.C. EXIST. V I VAR. EXIST. A.C. W/A.C. SURFACING W/A.C. SURFACING VAR. EXIST.A.( CURB BICYCLE PATH • 53' TYPE'. CD (BEGIN.ISLAND AT STA, 152+90) I 4' PACIFIC COAST (ROUTE HIGHV✓AY I ) STA. 134-t 42. 80 TO STA. 137 + 14. 05 53' TYPE 0 10' ~ CONST. B-3 CURB-:--J ITISLAND P. G. \.5% 6. VAR. 16' ' VAR. PACIFIC COAST H IGHVvAY • (RO.UTE I) STA. 138.,. 85. 78 TO STA. 141 + 77. 0 2 ( B.9.) STA. 150.-+-l2.52 (E.B.) TO STA. 153+ 75 9' 5' 2' 10' ~ ·" VAR. 2' 2' 10° 3° ~\C\ 3' 12' RETAINING WALL P.C.C. SW STA. 308 + 50 TO STA. 310 + 00 49' 8. VAR. 82 OR 83 CURB---- It-"• .._ 2' I ' 1-1-----;i---, 49' a VAR. P.C.C. SW TYPE 2 A2-8 CURB\ / -i r 1• 0.33' P. C.C. SW 7 PROP. R/W LINE -~ {WHERE SHOWN ON PLAN) \ r,l0.33' COSBLESTO-~N·E~o_P.C.C. ----~ TYPc:.\ 2 Tv--=~ ~ _ I o'a VAR VAR.THICK.AC. 4'. VAR. THIC'< ,, C '!l• I • EXIST. E.P. -_J ·1--+-i _-82 OR 83 CURB EXIST.E.P. ~ 7 , (WHERE SHOV-JN ON PLAN) A2-SCURB • 2', s' I ~ ,L--41 7\' BARRIER RAILING • TYPE 26A WITH TUBULAR HAND RAILING. -.. (\J TYPE I RETAINING WALL--71 E;: I ST. E. P . I I A2-8 CURB , (WHERE SHOWN ON PLAN) :: __ -- 5 1 ,-, 11--1' EXIST. ~-___.... _ ypr~· EASEf,.c:.NT LINE I I (':";\ • I j \V ~EXIST. A.C. L✓ 1----,---- °"'-THEORETICAL P.G. . . LE~~:_!.C . ---- REMOVE EXIS~. CURBJ.J \,, R ,... . . DOVER DR!VE . STA. 302+ 20 (:!::) TO STA. 310 1' 40 .__..EXIST.t , ,, 2 I I I a' 3• P. C. C. SW_!_ I ., ,,,,,, -I ' • 0.33'C085LESTONE P.C.C. OR 0.20' A.C. (WHERE SHOWN ON PLAN) 63 CURB .. -'c------,-,1 L/-B3 cuRB c·R s2 cuRa (WHERE SHOWN oN PLAr"n \ \, \I • I\ r C\f,,11 J i / M, w. I -, J1! • LE--'~ "'TL ltlO. i>ih • ISLANDS. ON ROUTE I (ALSO DOVER DRIVE NORTH OF STA .• 306+75) •• AS BU I LT CONTRACT NO. 280204 RESIDENT ENGR.R.£. Strunqs • ! TYPE CD rA2-8 CURB VAR. THICK. A.cJ EXIST. DATE ___ • __ -=5~-~4_-~8=2'--- ,-i .,1 r-P. G. I ,, I VAR - , 0.08' A.C. I 13' 8. (WHERE SHOV,N ON PLAN) !VAR. 2' , '/ ~ISLAND P.C.C. SW ALT!:: RN ATE SHOU LD!=R (WHERE SHOWN ON PLAN) -I------, -------...._ y-EXIST. \....Ex 1ST. A.C. 1::-'::-f--~:-:::--::::::-:---_ i R/V-J LJr,E TYPE CD 50' ----~EXIST.CURB, ___ 1 --..... I " ir _.J I -.._: l\lL-, · --0.10 MIN .. -""'-".:;::- EXIST. 't_ ---......• PACIFIC COAST HIGH ( ROUTE I) STA. 159+21.7I TO STA.16 COL.D _,.... I PLANE I ' I I I I -,J OR ALTERNATIVE STRUCTURAL SECTlONS T'fPE ® 1.20' ASPHALT CONCRETE 0.85' ASPHALT CONCRETE 1.00' CLASS 2 AGGREGATE BASE ~ OR 1.00' ASPHALT CONCRETE 0.40' ASPHALT CONCRETE 0.70' CLASS 2 AGGREGATE SASE 0.80' CLASS 4 AGGREGATE SUBBASE STRUCTURAL SECTION TYPE @ 0.20' ASPHALT COMCRETE 0.30' CLASS 2 AGGREGATE BASE I J I l I I 1-. I l ' l . ! l I I I I I I 2 ' ;; ,. . FOR REDUCED PLANS 0 ORIGltJAL SCALE IS lM lt4CHES 1 2 I 3 I ~~' ---------~-----~·~---~----~~~--~~~~-----~~~--T_Y_P_1c_A_L_s_E_c_r_1o_N=--'1 , ,: .• ~;i'.~,-? : ~'::? I -I HERESY CERTIFY Th,-.T THIS IS A TRUE AND ACCURATE COPY OF THE ASO\'E DCCIJMENTTAKEN UNDER ,,'f DIRECTION AND CONTROL ON THIS DATE IN SACRA;act-rrO, CALIFORNIA PURSUANT TO AUTHORIZATION BY THE DIRECTOR OF TRANSPORTATION. • = .. ,,, •~ TITl.t: _ .. .., .. , :...,,,"':.;~ • ~i _ __::~=::;uu_L.~~b!!-.~1c!Y,_~v'!cA0'~~ i:1cP.Cf!LU ~~n.'-:1~r:s 0: w !]] 2 :::J z [:) z ~ rr 0 ~ u 5 c\ "" I 1 .3 GENERAL ROAD WORK 0 A35-A.2 PC.C. Paving Details 0 A35-8 Approach Slab fmA62-A.3 E;:cavation and Backfill MiscellanPous- Lin1its of Payment QA62-BA Excavation and Backfill B~idge Surcharge and \/'Joli-Limits of Payment D A62-BB Excavation and Backfill Bridge-Limits of Payment. D A62-CA Construction Detoiis-Concrete and Asbestos Cement Culverts 0 A62-CB Construction Details-Metal Culverts D A6?-CC Excavation and Backfill-Reinforced Concrete and Asbestos Cement Culverts -Limits of Payment DA62-CD Excavation and Backfill Metal Culverts - Limits of Payment [}} A 73-10 Timber Barricade, Raised Troff ic Bors, Dikes and Rood Intersections DA74-A.7 Markers. DA 74-8.3 Markers and Monuments DA75-A.5 Concrete Barrier Type 50 DA 75-6.4 Concrete Barrier Type 50 DA76-A.l0 Coble Barrier DA76-8.5 Coble Borner CA77-A.I0 Metal Beam Barrier DA 77-8.10 Metal Beam Barrier DA77-C.8S Me!oi Beam Guard Roilinq Steel Post -' 0 A77-C 8VVMelol Beam Guard Rrn!ing, 'Nood Post DA 77-D.2S Guard Roil Anchors, Steel Post DA77-D.2Vv8o~rier and Guard Roil Anchors Wood Post , DA77-E.4 Cable Anchor Assembly,Breakowcy DA77-F Thrie Beam Barrier 0 A77-G Thrie Beam Barrier DA78--A. I Chain Link Fence OA78-B. I Barbed Wire and Wire fvlesh Fences DA79-A9 DA79:B.8 OA79-C.7 0Al9-D 8 DAE-0·6 OASl-9 OA82-3 □A83-I DA84 OC7-A DC7-B OC7-C OC7-D DC8-A.3 ::JCS-8.2 ocs-c OC9-A DC9-B □072-11 0073-13 ,~074-14 I 0075-14 Guard Roil Flores Guard Roil Flores and Misc2!10neous Guard Roil Details Guard Rail Connections to Bridge Roils, Retaining Walls ona Abutments Guard Rail Connections ro Bridge Sidewalks and Curbs. • . Emergency Passageways Obstruc11on Deflec1ors ond Barrier Tronsihons. Cottle Gt,Jards-Mete! Loodomeler Scale Pit. Plolforrn Scale lnstollotion,Typicol-Freeway. Reinforced Concrete Crib Wall Types A 8 C and D -Construction Details. ' ' Reinforced Concrete Crib Woll Types A ,B.C and D -Design Data · Reinforced Concrete Crib Woll Types E,F,G, H and I -Construction Details Reinforced Concrete Crib Woll Types E,F,G, H and I-Design Dato. Steel Crib Woll -Construction Details. Steel Crib Wall -Design Doto. StePI Crib Woll-Design Data Timber Crib Vvall Types A,8,C and D - Construction Details. Timber Crib Wall Types A,B,Cand D - Design Data. Drainage lnlets-OS,OL,GOL Drainage Inlets-Gl,G2,G3,G4,G5,G6 Drainage Inlets -GT l,GT2,GT3,GT4,GO,GDO Pipe Inlets. Grole Details. Ed077-8 4 [:)078-2 0084-3 0085-3 OD86-A I 0086-8.1 □D86-C.I DD87-A.6 D087-B 6 D088-5 mJD89-4 0090-2 0093-10 0094-7 D095-2 0096-4 0097-A D097-8 DD97°C 0097-0 0097-E 0097-F 0097-G 0098-A.I DD98-B.I □NB-A.I □NS-8.1 ms-e-1 ~-'1R 0-3 ~BO-5 080-13 081-11 □B2-I 082-3 082-5 0B2-6 f;]l 82 -8 □82-9 l !G!B3-I I 083-2 083-3 083-4 083-5 083-6 083-7 / E:'383-8 ~rB3-9 083-il 086-1 086-10 fa86-21 ~87-1" 087-5 DB7-6 ra81-10 ~87-11 Grote Details Gutter Depressions Box Culvert Wingwoll ,Types "A" "g" 8 "c". Box Culvert Wingwall,Types "0"8 "E ". Box Culvert \AJorped Wingwa!ls. Pipe Culvert Headwalls, Endwolls 8 Warped Wingwalls. Arch Culvert Headwalls, Endwalls 8 Warped Wingwolls. Overside Drains Overside Drains and Underdroins. Construction Loads on Culverts. Pipe Headwalls and Strut Details Pipe Culvert Headwalls,Endwalls a Wingwall- Types "A" "8" 8 "c" Drainage Inlet Riser Connections. Flared End Sections. Concrete Arch Culverts. . Pipe Ri_ser with Debris Rdck Cage CSP Downdrain Coupling Details CSP Coupling Bond Details No. I -Standard Joint CSP Coupling Band Deto:is No 2-Standard Joint CSP Coupling Details No.3-Standard Joint CSP Coupling Bond Details ~Jo.-1-Positive Joint CSP Coupling Band Details No 2-Positive Joint CSP CoupJ;ng Details No. 3-Positive Joint Standard Inlet Structure Shoulder Installation Details end Details of Slotted • [)rain Connections 12" Thru 24" Slotted CSP Drain Details Curbs and Driveways Wheelchair Ramp Details BRIDGE Bridge Defoils· Bridge Details Bridge Details Bridge Details Closure Wal I Details -8 ox Girder Pile Details-Class 45-1 8 Closs· 45-2. 16" Cost-In-Drilled-Hole Concrete Pile Pile Details-Class 70. Pile Details -Closs 45-1 Ca Closs 45-?C Pile Details -Class 70C Load Test Anchor Pile Details. Retaining \/'/all-Type I, H = 4' -30'. Retaining Wall-Type I ,H=32'-36' Retaining \Noll-Type I A Retaining Woll-Type 2 Counter fort Retaining Woll -Type 3. Counter fort Retaining Woll-Type 4 Retaining Wall-Type 5 Retaining Woll Details No Retaining V✓oll Details No. 2 Retaining Woll-Type 6 -6 1 Max. T-Beam Details. Utility Openings-T-Beom Joint Seal Details. Box Girdt.-Details. Drain Details. Drain Types DI 8 D2. Utility Opening-Bo)( Girder Utilities Details. • 1 □88-5 (;q8I1·7 0811-30 r:;,-s 1 1 -4 7 ' .. ~811-51 0811-52 0811-53 0811-54 DBl3-I D813-2 D8I4-J D814-2 ~814-3 CI P Prestressed Girder Details. Chain Link Roiling Temporary Railings Coble Roiling Tubular Hand Railing Chain Link Roiling Type 7 Concrete Barrier Type 25 Concrete Barrier Type 26 Slope Protection De'oil No. I. Slope Protection Detail No 2. DS40D-I DS40E-I OS40F-I DS40G-I □S40 H-1 DS40l-1 DS40J-I OS40K-1 DS40L-3 DS40M-I Structural Steel Plate Vehicular Undercrossing Structural Steel Plate Arches. DS40 N Supply Line 8 Communication 8 Sprinkler Control Conduit (Maximum Pipe or Conduit Size= 4" l. DS40P Two Post Type Frame Details Two A::ist Type Frame Juncture Details Two Post Type Post Details Single Post Type Frame Members. Single Post Contiiever Frame Details Single Post Cantilever Freme Juncture Details. Single Post Cantilever Post. Single Post Butterfly Frame Details Single Post Butterfly Frame Juncture Details Single Post Butterfly Post Details OVERHEAD SIGNS -TUBULAR Instructions and Examples Single Post Type Layout and Pipe Selection. Two Post Type Layout and Pipe Selection Structural Frame Details No. I . SIGNS, SIGNALS and LIGH:ING 0S400 DS40R DS40 S DS40T Structural Frame Details No 2 OSI -12 DS2-II DS3-II D34-6 DS5-6 OS6-8 DS7-8 □SBA DSBB I □SBC OVERHEAD SIGNS-TRUSS Instructions and Examples Single Post Type,A::ist Type II Thru WI TwoPost Type,A::ist Type I-S ThruW-S. Foundation Details. ROADSIDE SIGNS EJ S 41 -3 Typical ins to I lotion Details No. I. fa S42-I5 Wood Pasts,Typical Installation Details No 2. 0 S43 -13 Timber Poles,Typicol lnstollation Details No 3 Single A::ist Type, Structural Frame Members ~ S 44-7 Typical Installation De!ails No 4 TwoPost Type,Structurol Frame Members. TRAFFIC SIGNAL end HIGHWAY LIGHTING DETAILS Structural Frame Details , □ ES -I A Symbols and Abbreviations • Frame Juncture Details . . I 0 ES-I 8 Symbols and Abbrevi aiions Aluminum Frame Removable Sign ronel Frames ,□ES-2A Service Equipment Removable Sign Panel Frames !□ ES -28 Service Equipment. Sign Pan~! Mounting Details Laminated Panel, WES-2C Service Equipment Type A ;EJJES-3A Sign.al Heeds and Mountings. OS9-I2 'v'lolkwayDetailsNo I. 1f3ES-3B S1gnalHeadsondMount1ngs ; DSIO-9 Walkway Details No 2 . mES-3C Signal Heads wd Mountings : OSI I -10 Walkway Safety Roiling Details. '□ES-4A Controller Cabinet Details ,OSl3-IO PileFoundation GES-48 ControilerCo>JinetDetails , OVERHEAD SIGNS -Ll'jHTWEIGHT 1 □::. S-4C Controller Cobine! Details : 0 Sl4 A -:.i Balanced -Single S reel Post Cun11ection ; uES -5 A Detectors and Mounting Det,Jils. \□-ES -58 • Detectors OSl48-4 Balanced -Sina.Ir: Sieel Post Details '!".""l~S -c o G;~ -:::i electors F'~5!5-8 ./ -, DSl6-7 OSl7-8 ~S!BA-8 Type A, Connection Details Type B ,Connection Details Type C, Connection Details ·sign Panel Mounting Details, Laminated Panel, Type A , DSISB-7 • Light Fixture Mounting Details. : □S20A-7 Post Details i OS20B-9 Foundation ' OVERHEAD SIGNS-BOX BEA~A TRAFFIC SICNAL arid LIGHTING STANDARDS ;f.1ES-6A Type I Standcrds and F'ushburton Posts ~ES-68. Typesl4,I5ond 21 1 □~S-6C Typel5-S8 I 1DES-60 Types 30 and 31 ' DES -6E Types 30 and 31 Bose Plate Details DES-6F 10 Degree Type 35. • • DS21-4 , DS22-2 □S23-4 DES-6G 10 Degree Type 36 DES-6H 10 Degree Details Instructions and Examples. D ,-S I o c. -6 I Degree Type 36 Foundation and Slip Base Two Post Type Frame Members. Details Two Post Type Frame Details DES-6J Case I Arm Looding,Wind Velocity= 70MPH OS24-4 Two Post Type Cantilever Frame Details. Arm Lengths 15 'to 30'. D S25-4 • Two Post Type Frame Juncture Details. a ES-6K Cose 2 Arm Loading, 'Nind Velocity= 70 MPH i DS26-5 Two Post Type Past Details Arm Lengths 20' to 30' 1 □S27-5 Single Post Type Frame Members □ ES-6L Cose 3 Arm Loading, Wind Velocity= 70 MPH D S28-5 Single Post Cantilever Frame Details Arm Lengths 20' to 45' 0 S29-4 Single Post Cantilever Frame Juncture Detoifs □ ES-6M Case 4 Arm Loading, Wind Velocity= 70 MPH D S30-6 Single Post Cantile;,,er Post Details • Arm Lengths 25' to 45 '. 0S31 -3 OS32-4 DS33-4 Singie Post Butterfly Frame Details ,DES-6N Type 40-0-80. ' -Single Post Butterfly Frame Juncture Details !DES-60 Cose I Arm Loading, Wind Velocity= 80 MPH Single Post Butterfly Post Deto;ls. ! Arm Lengths 25' to 30'. 0 S34A-5 Sign Panel Mounting Details, Single Sheet ID ES-6 P Case 2 Arm Loading, Wind Velocity= 80 MPH Sign Panel Arm Leng1hs 20' to 301 DS39-6 Box Beam 8 Closed Truss Alternative □ES-60 Case 3 Arm Loading, Wind Velocity= BO MPH Foundation OVERHEAD SIGNS-BOX BEAM Arm Lengths 201 to45' CLOSED TRUSS ALTERNATIVE DES-6R Case 4 Arm Loading, Wind Velocity= 80MPH DS40A-I Two Post Type Frame MembP.rs. Arm Lengths 25' to45' 0 S408-1 Single and Two Post Type General Frame Detoils.:el ES-6S Details No. I Tooccomponyplonsdated ;1/ovem,ber 2cJ ;rJ 01S.,.Q,('T r:Ou"'I"' T w-JuT( ~ . .,, "--'"t"'!I r0 ,-, P,e,e-c1 ~'' ~· -,-L 07 era I 18.t:> / / 8.!? ~ I :}2 / DES-SU Slip Base Insert for Type 10 815 P ES-6 V Left Turn Signal and Sign Standard Type 33. TRAFFIC SIGNAL and LIGHTING DETAILS ,GES-7A Electrical Details,Structure Installations. I : DES-7 B Eiectrical Details, Structure lnstol lations ' :□ES-7C Electrical Details, Structure Installations. ! DES-7 D Electrical Details, Structure Install at ions. : □ES-8 Pull Box Details. DES-9A I ,DES-98 □ES-I0 DES-II DES-12 ~ES-13 DES-15 Cantilever Advance Flashing Beacon Installations, Types 9,9A,98-Details C ontilever Advance Flashing Beacon Installations, Types 9, 9A, 98 -Details lsolux Diagrams Foundation Installations. Pedestrian Undercrossing Fluorescent Lighring Fixture Wiring Detoi!s and Fuse Ratings Pedestrian Overcrossing Fluorescent Lighting Fixture FLUORESCENT TUNNEL LIGHTING FIXTURES □ES-17A DES-178 DES-17C 1 0ES-I70 :□ES-17E OF$-I7F DES-I7G Luminoire Housing Fabrication Details. Types E and C . . Type E and C Luminaire, Reflector Fabrication Details Type E-11 Luminaire Installation Details Luminoire Bollasrs Luminoire Feeder Connection Detoi!s. EXTINGUISHABLE l\.~ESSAGE SIGN . l l I '.DE.S-27 I DES-28 I I Exting1;1shable Message Sign, JO" Letters Extinguishable Message Sign 8 Flashing Beccon Installation FLUORESCENT SIGN LIGHTING DETAILS ~FS-30 □ES-3i OES-32A • 36" Fluorescent Sign Ligi'1ting Equipment. 72" Fluorescent Sign Ligflf10] Eql.:prr,enl Flu_orescent Siqn Lighting Equipment Fluorescent Sign Lighting Equipment. I ~I □ES-328 BUILT CONTRACT. NO. 280204 RESIDENT ENGR_R.E. Strunqs -A ...,,.., DATE tJ-.,.-cJ;;:: STATE OF CALIFORNIA I BUSINESS ANO TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION l i I ,~077-A.2 =="""""-=~-=---~--~--~--.....1-~=--~--~~-~--~--~---b-!::::::!,;,S:?.:4~~!--!R~i~b~. e t M tol t • . ~ ES-6 T Details No. 2 STANDARD PLANS LIST (MARCH ,1977 EDITION} ·-· ---• The Standard Plan sheets indicated by a marked box ore applicable to this CONTRACT NO. 07-280204 ------ I. ([ w co 2 :::J z CJ z < ~ --!. 0: 0 I I \ I ([ w cl) co I 2 ;, :::J 11" z"' CJ . z II) > "" --!. r:r: 0 d:: w co 2 :::J ' \ I C: r":... et -'4 ". -~ •l 0 T . , }; v> "' c I ;f II: > < If: ~ . ) 0 "" • G C [:' "' b_--~ 6 ;; 6 co < Ll ui ~ g; . 2 D i'l "' " ' " 0 " C, ~ g -? < " " ,c ' □ " '" ::., , " 2 ' 0 6 □ C 9 C I I 1- 1 3 ~ I X X -/- X Cvrve OafCJ /? A T ~ 998' 17• ,55',g,f" l!i7. 41' h /602 I 11-177'42* IPG. tl7' C 12 tJO' 39°49'4I,, 4j4,7!J' (/ 55()' 3,f'41i' ~9" 2tJ3.§5 e 786' l7'3tJ'43" I 21. tJ6' . , -x------- • .., • • X ---,. -- C - FORM HD 92. PF • . .. I p/'f.f. L 312.24' ,311. 15' .634. IG' 3q4,52· 240.27' I ,l • I ,r,--..____ I I I I -- • - R/w /f/9.,, 3/.:._09 Ee ~ ~ ...,_ ~ :::i \..) ~ I <:\i ~ ")) ~ I \ 5P. l7 I<,. • +/0. 8Pl<1-- I I ,. .90 ~4pp,,-~=--~ A H. ✓ I ✓ ---c" -,---;;::=:::::::----.::::-:::::::::::.=: ..:::::::::::::- £xis/ Cvrp / / / ✓ / ,0 ,4 ~/I'" IC .:::::::::::::-_-=--: ":::-::::::::: 2 C 0,4 s-T -~---.::::::::::: , / 3 4 (:) 0:::, --~ ~ ~ ... ' ~ "" "" <. ' • 'r.:· / ... ,• + ---- -·, ,' ., . . .. ' , iE<:i~rHE:O ~, • r~.....c,,;,.ro;.£i NC /:J"{ 74 DATE APP,OVEO_~Af'-"'-'v'-',,.~m'"-"-'d"-'e~i--s<'-"'!:Z""--'-/""9_7 ___ q __ • A 2~8 cvrb { SW 7jpd , , , , ' , • , NOTES I. For consfroclion r/,1/,:11/s on OtJYer Dr. al'Ja' Pacific Coasl flwy s,ge 5/ree/ P/c111s. P. F.or Ctimplele righl of way anti t1c,~oraltJ v1cces~ tJlt?la, see 1?1"t1hl or JVay /?~cord MvtPtS ,:1/ 0/slricl Office • , , , 7 -- $1 L ~ -/ Scale in Feel Shi I o/P I ' .., ' • -------------------;;"';------------------~------------- ·------------ _._:,;, ' ~-,~\ ' ', ?1:'Mffit/ti: ·rUfff'"' '-· .. ·:: : ~ ...:.:.....i ... ~-------~ ' ' ~ . ' . " ;l £. '.'. "· ,, ': _:_ ' / \ . . • / • '1• ' ,,,. ~-.. ~"' .. ;, \~ • :": ·:;_ ~ '·-:.:, \ . I ·~ ~ I 1 I I 7 I AbanckJ1,rncr1t $-/ .. ':>-,.s 608-./ Ii LINDA • ~ The Irvine. Co. Fve ({"KV~ S-)_:1-c>":t I 8£-//89.£1 ~ The Ir11,,,,e. Cr-, '41R RraJJrs(l.1:J,,tll.2_3-Z.Z.M 2 ~?-//695",:J (~70045 The lnme Co. DRAIN £ASE(td¼?,t."';..?.r/2:£ -7 ,;.;;-//895'7 ISLE C:!TY OF /7~ \, -,. '1 ~ (']:;tu'?:;-. v e " ' • { ' -i The T,-vme Co. thi;:. Irvme Co. _ffE .'iY £°-.!f.b: 10·2-d! ~ . ' SAS-S 10-Z-&J aoc.wo. ~, 14aC:..!!:-f773 Tbe. IrvMe c-,. c~. oF Or,on,µ, -6c~ UHP.EA5E 10-?•.dl $1J.'5E' DOC. /iO. ~3+ ¾- The Irvme. Ce.. ~ CITY o~NEWPORT SCH. EASc IO•Z.-fjJ \/AC,, Jfl. .. J -&B /1-Z4'2. -1775 e,;,-~;259 ANNEXATION BEACH ' . - • ,N••: 0 .c:'.. .. ·~:;~<;;~ti~~---~, :. ' -, " :: . \ \ \ \ \ \ I I I I I I / I I • , ·-.. -·,,; .. . ' .- ~:..:.!. ·.;: -'t ~ ';/ ··'--' -~· ~~ ........ _, ~•-'--•~._ ... -~. ,., ____ ,, ::,_ --~,.:.:.. -. ::::<t I : I ~ '1 ~ ~ ~ ~ .... ~ z 6 5 ~ " C' ) C JJ '> ~ m 71 ... ~ I " " \I Iii • II- QI z ~ 0: C 0: w [I] 2 ::i z QI z > 21' cc 0 a: ~ w I· [I] 2 ::i z (.'J 7 ~ <[ a: 0 a: w co 2 ::i i I ~ f/1" (II ii\ I t: ~ ~ ~ u s < "' C w -~ ~ > c; 0 . ID z g ~ C ' ,? t-~ □ :t u 0 ol» " SJ z ~ < □ ~ C □ fr □ LJ 0 ~ g z < 0: " z C 0 ~ '" < LJ Iii D 2 > m 5 D C 9 " \ I ' ;?;-0: > < " '.'J ' 0 C " a z ' 0 z ~ > D C 0 ' ~ ~ 0 g u C 0 g ~ ~ C a < '" ' ~ D s a ~ cs: ~ " 2 ' ' 0 C a ,., • §! ~ • ' ! ! Ir - X --------- " --x------1 •• a b C (/ l J -.. ~,;·~. 5 FORM t-10 92 PF ; ._ .... __ -~i3~~~- --~ ._. ~~ --~,-:::,,-. ?~~~~ ---~. Data I< r L /tJ/4' 1002' f 9 {It, I 46'!3 45' 948. ii6' 2Cl0' 49. II' 2s' 38.29' 25' 97•44 '!51' 3!,' 1883' // . .ffJ' /4. 30' 35' I I -I I ,, 0~,. Cgu~,, l=ut• ,.,,1 M1ln -,_, Tel:1 Pritttd .. "'"" of Bec,ch / <..::,.J~-7 0/?A I 18.tJ 18.5 5 REGISTERED Q41L ENGINEER NO /&u74 !3Z- I 0 .,, ~ - DATE APPROVEO_.wMuoL,J/c,:e..,m,.,.,_/;=""L.C_· _;2~tJ ... ,, _.(c,.,"-9.,_7.,,,'.9~- / • -;;p . o.,, ~/~: c,..-~ -". l!'.1 + AS 8 U I LT NOTES I. For co11slrt1clion e1~ft11ls on Bt1ysitle Or. Ql7ti Pdc1/ii Cons! 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' :. _.,._._ .'-.; -:·· ·.• • . -,. . ·- NOTES ' ,A,t.L CON .. -£ P.C'.H. 2. .3. • • • .PROPO.S«:t:J ,</ORK RV.:'RS TO :,;,,,.,;r .P.::.SC..:'8.:P BY C..;,1.r.e-'¼'$ . .,P.RCV,:CT P,t.A,v.S FOR CON.ST-o.,,,-$1'ATE /t'...V)'"/A/ OC. ✓N /✓-8., FRO.M 0./ M/.!,E .S. (l,F .$Ay.,:r,0E .:?R. "TO <7./ ,M/LJ ,VORT# 0.F P:::?YcR .t:JR. .. S;;e REY/.S.co .STOR= ,ae;;✓,,v .P-<"A# A.vO REY/.So:P .STOR-+.' .9RA/,V ?RO,<:;,-,:£ rOR AOP/ T/ON'AL ·"4./PC'.R.-'Y.'rl//on PN .sr.a ..... ~4 0--?.4/A/ .;c1'~i7/...:?C 4.??a.v-~. • \ r ' :-'• ·1. • .. ... -.· . :-·.-.. ;, ... . • ., .· .:, -· •· r: •• .• .• .. .,, __ -.;, . .!·'. . :: . :- , . . . . : ... .. . .. --,.....,._ . t .·. _..,;. -:.; ' .. . ·-. .. -. ' -. •. OAT£ BY •. . . .. . .... . -· .. . . .. ... --------:;. _··: ,,_ .• ' .-,--=-- • .I .. . ,:-.· . • •.: . _ -. ,.._ .., ... _ • •· -· ·. ,. • • .• Ca/-ffa.7S APP"O. REVISIONS -· -.- ·. . . ' . . -. ,: -· -. .t .... , ... ·•. . - -; · . . -- , ... :r_·_ ··-- r ; .. -_ . .. ·: _.'. . ; . .- . . . . •' • • eo,.rr-Pr, a: .VO. SJ/ff:[ . . .- ·. .. - ' .. ....... -- .. 5 • .. 07·28'J2o1 ,3'.3 lf_ ( J ., r ........ r ' , 0·u_J:LT- .<~··.~ ; . .:-- ... . . ... ,, . .: ; -.. . CONTRAC:T·-f\10 2€0.~04 .FIEsioENT: ENG.r:t.R~--SfV1.Jnas DATE • 5-~•G2 APPROVED PUBLIC YrOJU(S DIRECTOR R.E. tiO l28CU• DAT s/2.,/r/ OESIGhED Rh' /JAC/r/C COAST LANE E ..YTE/./5/0A./ OET.4ILS ,4.A/.0 R/Ji/ PL4A/ Ml$C. CITY OF t!E\':Por:r GELCH /3B , PUBLIC WORKS DEP,;RTt?.ENT SHaET 2 OF 8 - . , . . ... _ .. . ... . ... .. .-,.. . • .-:-... -. . . . . .. .-.. -.;,, .-. . -•·. ·.-· . . ' . -_. -~ .. -· r . -:.. .- --~- -~~~--. ,. :·. · .. . .. ... -• .. . -· • .. . . ., z ~ 0: 0 ~----~< 0: w Ill 2 ::i z UI -z ~ <l.'. II 0 0: w (!] 2 ::i z 0: w (!] 2:. ::i 7 c C, ·- ' . ' . . -· I . . ; . i :- t ------------._:_ - . , -. . . 2 0 1-<t > w ...J w --.. ... _. 17- 16- 15- 14- 13- 12- 11 - -.-~ ... , :~· ---., .-• .·"LI.·, A/tJTE: •. 2. • • • . . . TO,P OF WALL Tt:J M'ATCh' :-£LEVA'T/ON OF BACK CF HAL,r·. ~ ~ D/...ST/2'/VCE AL.Ol'.16 vlA/..l-Bs: 7/' ~ ~ . © 'ti ::""I . ~ ~ '\ ~ r " ' . ::::. \, 1:o ~; ' "' <:) ~ ' LI,/ ~ :.·..:1 t:' '1j ~ '-i1' . ~ e " . 't' -s:--. __ 'i;. ' ',oi . ;:. ~ . ~ ~ . Cl j ~ t ~ ~ . ~ \:I 'I ~ -:i '. ~ . I,; ;;; h. . ...,o '-l . . ~ ~-~ ~1 I):~ " I~ "' . ~ ' "' • ' "---1 ~ \ij ..... 'I. ~ ~~, .. ' . ~--. " . ~~ . l..i ~ . 'I. I • •. ~!:Ii ~ •• ' . • ---..... r~ ~ ~ '-iJ ' .. . '\, ALo/1/6 • TOP OF Vt/ALL PROFILE -SCALE ·y•--· .. .-....,. -------. ·. • , /#5 7-4L~ UA~~ ..P.E'.,.A.#/ Al/ A.P,P,E',:7,Y. ' /t7'G.r. (7/ ~I AC/.' ;PU 0,,./ T£:4.tY.:1' STP ~A/ .8.S-9 .· .A1 5#.:7/4'//. . -• . :-.. . .. · . .. --,·. ' 0 , r ,_ .. -. . -._ SCALE • r' = '2D' . • SCALE HORZ. t"=2o' .. VERT. 1"=5' FOOTlf\!G SCALE ' . ·1 ., . ·, . _ ____________ .,-..:.._....____.:..--~~~--~..:__.~:.,:.:...._ .... ~.:..:....::..._ _ _,..._,.~_~;.. _______ _:,_ -"-•-----.. :-. -~ ..... __ .:_ -----..:. --------~:__. _____ _ I .. ... • I -· . . -• . .' •. , .. . -· --,.. -.... ·-. . .. ; 0 • • ' -------------·-----• ------------- -· . ., ... , --· SECTION B-8 NO SCALE V . ' • , . .• -. ---... •. STA. 152+85 TO STA. 1?3+75 (END OF WALi.).~ • #r:JTc: -9.f"S/CN /2-' EA'.T&✓.!?S /"RO# Tc/' C/" /"C-CT,l,V6 ✓-v TcJ,P CJ/" k',4.CL ('.._-r/:_E; . .e'~AC,.1/ .,:::;;-vcy ). AS SHO\/.'N 606.12 • • • ' /-- - CAB.CE RAR/#6" r'cR D?LTRAP.5' ST.R fiAMI • 8/1·4?--;---. . : . j .. ---~ • ~:,;,, --~ .• -'5! '/IVS7ALL • A.P.PR.O,Y /J&' ~ . tSt/T7ER /'ER c-tcTRA//S S. fl.#' 83- CO/✓.Sl" 7Y/'E 2 .R,0;,1//#A-'~·----.1 -:, ·, -:· • • :· .. _ PAC? /'ER C/.C(RA/.IS _SW. ·,_ -'.,-·. :_-'' :··-·'-. /'CA.I./ .B.S·<t-. • •· • •: --~----... ,- • •• • : ------ • , ... .. • -.-,, --.--.. -· SECTION A=A .. -.· . . ..... _.., ... . -: -. ..-- .. --· ...3.. .-. CITY OF ~::V!PORT BEJ.CH ' ! I I ___ J., c.. --- s-,s, 6 c, 8 ! --------------·-----·---------- ·- ' • -- I . , --1 ., " ., - - . -! ' i -l ('J z > ~ [I 0 rr ' !.J OJ > ::::J z ('J z ~ r: CJ / \ i I ,--l'e I § a: w OJ 2 ::::J z ('] - X X X :--------------- X ;.. /4 FORM HD 9:,_ tlF- j ! ! < • I C "' t:: a, a: "' "' u 0 ..J a, "' ... .... a, °' l&J .J 0 .., u.: 0) ... .... a, I "' ·, z .. V/21 STAGE CONSTRUCTION I 63' --------------- NO SCALE BY --- FLOW INDICATED BY 2 _· TRAFFIC 100 ----C> 0 100 SCALE IN FEET 63' 0.40' A.C. JOIN / ' I ,· ,· zoo VAR. ENT SHALL BE TEMPORARY PAVErA TRUCTION #-5 REMOVED IN STAGE CONS ROADWAY EXCAVATIO>\ AND WILL BE PAID FOR AS A L AS 8 UILT 280204 CONTRACT NO. R.E. Strunas RESIDENT ENGR. • 5--4-82 DATE --=---·- .. , , . ,' STAGE Din. C,n,ntr 07 PROJECT ENGINEER Pal.I Mi!:t Jot11l Proi•d NO /4 13-Z VIL l:NGJNEE!.! 16674 DATE APPROVED_ 2c? 137.3 _,_4¼~'?.kvet.e~m~h2.ie:::..· er_~~,,......~= ,. ·.} .. \ • " . . , . , . , " .. . . ' . . . '" .... .Jf -~ ; ,. I' r· • --, ~-----'---.. . . I .. l'l z ~ II 0 II WJ OJ 2 ::J z l'l z ~ ~ 0 II-, :±J I 2:tn :::J " zl\J l'l zlO SI <i: ~ 0: 0 II WJ OJ 2 :::J z N "' -'+ 0 1(1 - ui 2 ~ ' X ---x---------• .. X J5 FORM HO 92 Pl-. CD ,.._ ... "' ,r "' " '-' 0 ..J Ill IL a: "' ,.._ ... a, It "' .J 0 "' 3 ... IL a, ... ... a, "' 2 0 :,:: ' ., . , ,. ; 2 -·· .. - -lt ,. ) liPll!!!I I f , H, j / , ! ,,. ', LEGEND STAGE 3 CONSTRUCTION -TRAFFIC FLOW INDICATED BY [:> " .. . .. < , / • , , ' . .., ,-'~ ., ... _ ·- ,;;~>,,;-;.,le ;~,;::f-~~ • ,,~ ,· ••~,C ':'.h:t~, ---, ..... /;;;, • ----., STAGE 4 CONSTRl.lCTION -TRAFFIC FLOW INDICATED BY ~ STAGE 5 CONSTRUCTION -TRAFFIC FLOW INDICATED BY 100 0 100 200 SCALE IN FEET I I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAf.!ENTO, CALIFORNIA PURSUANT TO AUTHORIZATlnN FV Tl-IF □!RECTOR OF TRANSPORTATlnN s '.d_~J ' ... , j / / --:(\ ,. •' . ,. ... STAGE 07 ORA PROJECT 'ENGINEER .. .~/A~c. RE."SURFACING ., ·, .J / ,· ,_ .. ·, AS BUILT ' " , : ',J ,, , , ' CONTRACT NO. 280204 RESIDENT ENGR,R.E. S1runas PcatMilu TotoJ P,c,cct 15 REGISTERE~IVIL ENGINEtR NO lt.t: 7d . ., DATE ____ ~5:.:.-4:z=.s-B~2=--- CONSTRUCTION PLAN SHEET 2 .OF 2 Tctol Shtob • -~ -. / - --7< ,-z cc w [O 2 ::J z (:] z ~ cc 0 ' cc w [O ~ ::J z \ '"'--- ' 0 I z s C s 7 C 2 ~ < u "' z 5 a; ' ' ' I I '1 I I I I C < ~ I 0 C "' 0 5 X • X x------------- • X ~-)· {_ ···-·U F()RM f10 92 PF • • ' I 7 I PROJECT ENGINEER CATE APPROVED ·==~ " -'ffe"' \.r·J·· • - 1 .. .,I Port Ltiln Tcl,;,I Prcioct ,,_.,, Na. 16 NO /l{,/4 7d CONTOtlR GRADING f FENCING Sf;/ / o/ 2 -----...J~ 55 OJ 2 ::J z [.'J z ~ cc 0 rr-w OJ 2 ::J z [.'J z vJ I I'll ... i-. -"' ~. o:~ 0 0: w OJ 2: ::J z rn ~ -.... 0 ,... -• ~ 3 <I) 2 ~ ·X \ X i -x-------- • X I I ·-.. . .. . ··. -...... . . ··.-• / ' ' I I I J t 2 z: f ' 1 I ; I t t. g :, BUILT \J ' ' 7 • ----- CONTOUR I ,. LJ --...... __ -- Scnle "J 2 17 132 IL ENG!NEU //4/4 74 ·-' ·-. \ -!i a \ l r J I i f I I 1 I ! I ' • ' I • t I I ! { • 4 w , ! " .. z' J ~~-~ j l • ... . I I I ' -..,.. .... -- I z ::::, ~ 0 z r= >-§ ~ ~ §: l-l "" 0 8 Ll c: \i: g 0 ~ ~----..... ~ 0:: I I \ w ,J DJ ti) t'I § I -z .... \t,, (') 7 > ~ a: 0 0:: w DJ ,2 ::i z I I ' O' .... .,, I t Q ., -,.: ;t ~ ' I, ' I 11 I ~ 2 .- ::,, '-' ::! g;; :::: C i! C " 1 ' I ' X X F ---x--------------- • X - -~-·,..._. ... PAfJE .1)78-2 ALSO SEE C.C.tJ. I 'Y INLET IN SERIES---,,- ' 203.5:~: 394 32·: Curve Oa a I Pi 'it J Ii. A T I. 11° 19' 01· 75. 92' 70G' 22/. tJ.!' 28. ,5/' ... ' . ----- '. ' . I . ' ------• .. CO:!ST _y .!19 • 0-.._y 7 t)/?,4 I PROJECT ENGINEER Pmt.\lln Tcatcl P,aiKt 180 v:;, 'I) REGISTER C,VIL ENGINEER /}2 NO_-'/,_.,¼:..,t..,,;74::,;___ CATE APP,ovEo,_,__.M~tJ"-0""~""-"-m'-'-"d'-',e=-t'--· .=£i::..,~41-, ..c.l.,_. 9,;....c.7_,,'3~-- - lifJO NtJTE5 / . .In/el 1r1Jles shall be ljpe £4-19 vn/ess o/herw,se spec,lied. E. All qttff~r de17res_sions, O•O.!O' t111!ess oltferw1se Sf'ec1/Ntt/ • P. All P'Pe ;oinls shp// be sllf!,,tlt1rcl. DRAIN ·-··--.. .r;,.: ?"'~-'-=-----;..;-=--~· •• - Shi. I o/6 ... ~ (.'] z > ~ [[ 0 [[ w III 2: ::J z (.'] z ~ 0: 0 0: '.' J [JJ 2: ::J z z 0 t2 er 0 ~ cc 0 Ll 9 Q z s Q_ < ~ 2 0 < Ll w z > g; . z 0 is er 0 Q_ Q_ 0 u 0 F3 ~ ~~ 6 ::; ~ . C E 0 '" 0 .:! \ I I ' " < m ' 0 " '" m , 0 2 > m C w C C F C ' : I I I• I X • X X X 19 FORM HO 92 PF .. J,1//;,!t/c/2111r l?:1mp, f k ~ N:4,' x•a: Y•10,'Cose£ / / 8t1cir of s,v~ tJ'Cr L. 0. DETAIL No Scale . -.. . , ... • I ----t-----u:::::l==r-:r--. , • ' 1eit ,eo'RCP See Sid. Plqn 1)9.J·IO .:·.~:::. ~. -=~:·.:~ : ". .-;.,. •• :·.• ,, . . ,...,..,_. ~.,..,::~.,..:: -~ ~""-: ·.,.i: .-_-.:-=-'!"<"":;-.,.,:{--~ ~.,._: .=~-.. -:-~.,.,·: ~ :~. • SECTION A-A I.lo Scole 7v,o~ AP-8 Cvr,3 I 5t-Y. . ' ~ --·,: .l Dw'. cc. .. ntr 1.o .. 1. fc::t 1":11ln ,,. ... T~ol Tatol P101Kt ... ~Ju,•b 7 C'?A I 16.tJ 1#.5 /9 !3Z ,<9'~ H. './,; . PROJECT ENGINE,R RECilSTEil!: CIVIL ENGINEH NO /d,(:,14 CATE AJ>~ROVEO lf/4ve;nJer z.q /JJ 7..9 Curve Ot:nla f81ke Palhl Ir A T L ti £0' y_R 0.SS ·13" 12. 24' 21 ~6' b ~o•·· G2 1 tl4 '?'8" /2 tJ.3' J!/67' ' ..... 2tltltJ' rJ6'46'.£,0' 'C /19.dg· £3G ~g· ti 7~' 31•5g',e/~ R/.36' 4/87' I ~(10' 12"1!) ·5g• $4.47' 128.4G' r{ 50'-133'59'43" /23.74' //8.68' 2t1:70' ~3•0.3•42• 8940' 17& og· • lz 5' ,:59•_11,'4g• 2J.3S' ig go· ., !00, zo•z3·34" 17. 9<:J" 35. 3g· " . J /(Jt), 21 1 .3G '02· l!i..38' 3828'· k 71' /8'21'44" 11.48' £2.7!/ ,-P- ,.ft.., ...," -.:-e:- ~C:~o C, ~ "'"',5' ,,> I :.--q~ ;;;-. I -~ ,,,..~,,'7~ • I l I l I. I ' I / J,r lbe· of" hi'/ I .. ,VOTES /. Jnlef qrales sh(.1// be 'Jjtpe 24-l!J qn/ess o/l!erwise specifiet:/. , .e. All gufler ile17re_s:;1on, OvtJ./0 . !J. Locafli;n of ex,-sf,nq 11li/,f1e5 shown .:1re . 11pproxii-»t1/e. See t/J1lily Plv1n-s for more del.:1,/s. 4.Atl fife 101nls shall be stantlorc/. -. STORM DRAIN Shi 2 o/6 '.i ' ' • I I i ·! 1 ' 1 1 1 ! I ; f ·•· en z ~ 0: D [[ w ill 2 :::J z (:J z ~ __,_ cc D [[ e) w ..., "' ill -2 I ... 11\ Cot :::J z " 0 N (:J 0 z "' tll ~ ' • { I-[[ '% 0 .,.. cc w m >-:::J 7 2 = CJ ~ f • C C C D 6 C C a 0 a u " g 0 I z s C " z C 2 co ~ u ci z C > < " ill -0 ff m 2 , 0 0 z ~ • 0 C m 0 ~ ~ D C 0 B u " 0 a 0 L 5 C < ~ 0 ~ < u '.J..: ~ $ " '" 0 ffi m z " 0 0 z ~ • rn C rn D ,, C Q C " 0 0 u ., C C n ~ ::I s; z ~ ~ < u "' z rn 5 < "" '" -0 ffi ' 1 ~ . . ~ ' :, .. I - - ~ - I ' ~ -' ' § = 1 ill X )(. -x-----------• )( ,. FORM HO 92 PF • . " ' I ,, ---- I C ' I I \ I I \ I I , , I 1---- I 1 • I I I I I I I I I I I I I !r· I LI_ EXJST/."/G EIIOJ.YALL PROFILE ~.9 1 t3" TY.D -+ ,, -l.l _ _!.:'.. __ ,.'t' ~.3~/2"_!.-. I AW'"''<= •x·:1: ....-~/...,, I -4r-a;; ?.:!.J ~ I ~ ._v,,_. 7 I ' \ -\ ----"1 -~ -I I T 4'' .1:: :tn.f_~;r.••~.·}i"~:t{f ~:G;:fe'i?;~t~~,sf;:f~~1c~;1f{I ,• t'.:".:: .• ::._ !:''-''* -·- \ ) ) I -------.. Ml n yr r / / • h ' '. :? 7 C1111nty lc1111 1 Ped M.ilu Tct,;,I P,c1~d 2o PROJECT ENGINES. REG15TERED CWIL ENGINEER NO /6,/,, 74 132 CATE APPROVED /¼vamper M 1,979 ' : : . '; :-.:--c-, • ,,,., J-..) -· --·----"- NOTES /. /11/el !Jmles she1!! /?e 7jpe 2,;-1g 1111/ess tJ/herw1se specihed • CONTRACT NO. 280204 RE.SIDENT ENGR.R.E. Sirur,as 2. Alljulfer depress1011s, ogo.10' .J. All pipe JtJ1i?ls shol/ be s/cJnc/ard. STORM DRAIN DATE, ____ -::i5:;...-.;;;,t,&f.;;;;:-g~2E::.. _ ~--r•.rt /.., ,•~, ~,-'V;.,,.,i:;, F~ (:) z :?: <t [[ 0 C: w [IJ 2 ::J z (:) z s q C: □ cc u [D '-: ""-::J z z 5 •. .. _ .. . . . -· ;. 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"I!: ~ :t •"' ~ ~ ;4~ ~ 17 t'li • ~ TG /8.00 1)~ 't'eSs8tl A rot1 I k 15.20 14.80 ':i'F.i\~- SECTION 8-8 --------------·-------------------------- I ;~:~}:\iJ2?;;~?:fg:{::f;\l~$}&t~Jt:~f :tJi~(,::l:~t;;ii}i:(t:f- --~:~,1::fi~:J;J3j:;;~~·:tf~~tf~ii~tE:~~;~~~/~~--I:,;/I~::~;i}t. •• f.'.1:ft.~::<(!"?-:X--:::: .~:· -_t=:t'.:2--: ~-~ -;·_': ::~;::,:;,:;.> :.-:.._~:f,::-.;.:!id_:;;t"~:--.?.-'k.•.,. _ _:-,-f.,___ _.:-:.:e:;7s..e_?;':-:z.,-.-!,..~5~~· ::· ~-, __ ,·h;-~ .. · · ': ~: ~ _s-,. :C:_ .,.·<-...... Z:~zf.:t~ :&-'<~:,~;-.='> I Ml;li5Y"C,.l'ITIFY-TP.AT-lMIS IS A 'ffilreA'm ACCURI\TS COPY OF-THE ABJ)VE CCCI.!'~ TAKS'l_,0;;:,-., ';:_~~,;.?~,l :C_~~; _-:;ci ·: 1/NlJC:Rlo-Y OIF!aCTION.AND CC:lTROL ON THISOATE IN El',.CP.Al$NT.0, CAUFOf;>llA PIJRSUANT TO -,,,.' -· .. :-:._,,':.:·] -c----. ~------. j --• • .; . 4 ---------··:------i~--7=-.;....: _oif}J_~! _,~---,--1.o~;J;J--!_i1-.1;1J -·-.. ------. --' --------- 7.20 12 B 4 ,:--... ~ .., '1\: ' "'"" <;:;·,._ ll! f., : ;, ..... ~t>., t_j~@ •~a i ~ ~ --.,_ G~"I-·j ::i:; ~~ '-.::.~ ;' ' ~ !:5 • ..._ (X_) .... j ~ ~ ~c, ~ f: ~ ~ ....;:~~ .i.,;: I ~ ~ ~. >-. r .. ' ·. : . --:.-., ~4d I,( ??o/ 1~1,74 -l¼vemoer 20 16 12 -JG ' 12 • II ~ ..... "-I ~ 4 ~ ~ 0 STORM DRAIN -Shl.4 o/6 -·· ... ~ -·---------- C:J z s <c C: 0 IT w co ~ :::J z C:J z s <r er: 0 er: w OJ > :::J z ~ ;-_c C 0 ~ D ~ u 11i 2 5 Sf . z 0 § C \I 5 u D B L ~ C < ~ 0 C ~ , 0 < > • " " n 0 a I I I I r --- ·--------~--·--··---. ' ' ---------------··-----------------------·-1 --------------------------··-----~ ·-- ' 1 ! . l ' ' . '.---------.:.. __ ---------------=---:------+1----,---------'-----l-.: ___ ___, ____ ___, ____ _;_\ ______ L _____ -_,_l _ ' i ' ' I • i ' ·-i J ::, .. ,-:'· IG. ----12. - - I; 5'.r r C. r ~ / I -._ ~ ;.J • ..,-. 9 4 . -6.40 .511.:.ET 22.1 -ror Det-a,1/ @ f!-.50 12 4 0 !J7 --------------. -----·-·-------- liJ Ml-I //.4.2 - -------.----- ..2.00 • Top UH l8"VCP swr. I 34 ...... ... ~ 39 1 ______ , ____ _l ___________ f --------------------i .. --·--__ _ , ' --·----------, . .- 1-_ ... ij .5.9tJ ~40 --' · 06'7 • • • • -----• -• •• --------~------------- . - P.1..2 40 4a x,'s/. .ffli.,fC P to be remov1ttl !J9 " - • Re oca/etl .P"Swr. P; .'4 -------• -1--!J.20· 12 4 0 • -' ···-----. ---------· --------- ------ 41 .. 4. t){) -----------·-··-·-· ------ ' - ----_ _ 12 _ ll.bvtment lfet P/(7// See Bridge ?/<?ns . .. --8 0 ---·-··-··-,·--·----'------------ "" '-I ~ ~ ~ ~ -----...______-----{f--=--~tJ~U~-1~ , ,, r ' 7.08 @jg '1t 1e'1rc P -~.10 ~ ~ I -• 12 4 () -.. /~&, 74. /Jlt;vem.6er ct;. /Y7.Jl •, - - -- 12 TG ltl.95 t7l) /i ( 4 () 6"a /8 ~ 16"4-'/fCP will; Cone. 8ock fill --see llrt1inage Petcvls .. · . .. . . .. -... - tJtJ A 2!p5wr./1J -------- . ~--:t STORM ORAIN II w [O 2 ::J z [;:) z s <[ [C 0 7 § ,_ => 1l "' I ~ ffi ru z 3 0 Z ~ f:i § ffi C □ C: a: u g Ll C 0 ~ Q ~ :s L------~~ 0: I I I n7 I \ .?: ::J z CJ l\J Ill l¥I I -M "t- Ir-0 "' J <I) "' z I 1\1 ~ ~ . II ,X 0 \/l . 0 ~------~< [( w [!J 2 ::J 7 2 ~ f' " (3 '" z ~ ~ 0 ' " •• ~-r--... -• ., J l •\ I ' ! r I t ' ' '· -- ,_ - - • I- ,_ . ' • >- FOHlol HD 91 PF 22. • . , . ' l E. : .. I - .-.. ..... ·- .. ' .. ,. .. +10 . . • I .. ' I ' ,· I CON'TRACT -. ' .. . , " ( • .. . ' 7.7 •. ... .:.:.-... -.<:t• . u •• ~--i-~ii~ ·"";14 ~1q-1,.:... .. :.-~-::;. . ..:-;J.:..~ . .;~f•h~,: :~ "' • . ., .. 5 ·- ·-.' ' ' • ': --·,· •. • • . • • • • • • • ! •• I • • r -· - 7 PRA I Ill. ol /B.5 . --~. ·--- • • I • 1 2'2.A 132 i i , I • - -• - .. (!) z ~ 0: 0 0: w Ill 2 ::i z (!) z ~ !I 0 rr ,n ~l n..., I -, Ill 5~ ::i ZN (!) ,/'I z -, ~~ 0: □ !I w Ill ."2 ::i z / < ~ 0 ~ C ,,, z " s g; ·" ~ 0 . C w m z ~ ~ 0 2 "1 ~ " ffi 0 ~ □ " " 0 @ " ~ C, ~ :, I z 'S - fl) ,., - "+ 0 ~ "' .,: :t ,/1 r -----------------·----·------~~=a•=-·------,-----~ --:-::- -. ~®F------::·•---------------.-------------------___ -_____ -------------------=----------------------=---=-----_ ----,-----------_ ----____ --:_ -_-_ ----~---____ -____ -__ ------------- -. ·-, ------------·--------------------··-··--- -·-----i • ; . ·.· ;---~~-:~· ; ·. -;~_ ,.· __ . ' ·:~---: ;,·. ;·.: .. ; ~7~~~-~"1fA ~~==I·--:·-i~. oj1tJ.5 ~~·z, _:13i • _,;,.: -: --~~t:::.; • i - 4---r 11 ______________ ' ---·-------·l____ _ ______ ! I . __ ·---_ ····-•--------_______ ---·-·· _ ____________ ··---~ -- -. . . : I \ l •• --·----------·--•---- . ' ! --··--------•------------·--------------~-----·------- i ; ' I ,--12 j ---·-----·-· - i 4 0. ' : --- ' -' 0 -' ' .3.!30 1411 149 /§/ • ' - - . --. --------,. --: /,2 TG ltJJ1@Fi 12 " .... 4 •, ... ____ \ 5.80 • --·--------------------------·-· --···-4 ·- '-----~ --·--·--------------------·------------·-·--- . ---. ---. ----. . 8 ·----. -----------------·-. --. . .. -----------·---· . - • -. -------. -----_p_§.:z.. -----' -----------.. -· . --,---.. ---·----\'\·, - ' - @ . . -. . --·-. -- -----------------,--. ---··---5.10 ··---------------··----- I ,-----·•---· ---.. --·,, .. ii® ' ~ ---- 50' ~ -1. MH I, H• .ffe. -----. -.. ----t,, ----- ; -' ' -·-r-~ ' ~ --. -.., ------------. -. . @)27~48'1?.C.P ' 0 . ---. /·'- / .:;.,. . ..,_ 5.35 !i 55 --. -- ----------------------~------------------------------ SECTION A-A .- ··-----.. --. >A . --- --. J-1~1-~9@ . G~ ·-. -. -. ------------- ,; .Ro .,, -··-. - Scele . I"= ttJ'He;r. /"'" 4' Ver. . .. . . @24"r RBli 1R.CP . -.. -------··•--. ----·---------· l - ,-: .. SECTION -- - ----------------------------- ~ .If. ?7:?'7 /1,t, 74 __ -------------~---------------·------------. -------' .Ml/ember cO, /.979 --·----·--, -l------ I ' I -..: -...i 16 IJ 4 i () 152 /1j G 2 .3 g:J ,[j) Ji 24 -. c.1@ -' R0.48 -· _, fl" g,()O I 20 -A17ron Oepress,on(f!)-•• •• 16 - B s-e ,.j..:..~--See Sid Phn gJ-10 . . ---~ 5. $/} / ,~ • c_../11 24 JV/r: V ... -- SECTION C-C :Scale J'{, 4' :/Jlu!J. End For .Ftilure Connec/10/'l -----. 4 --. . --·----- . - 4- -• ----. ---. . . -----. ---·-.. ---•-. ·-·-----·-·-,-·-- 5TOl?M .. ORAIN -Shi. G of 6 • ['J z 5-~ 0 I ~ "I g z' < ti C c Q "' t:: ~ 8 § 0 g ?' I I S I 1--------''i a: UJ [l] 2 ::J z CJ z ~ 0:: 0 ( ' a: w [l] 2 ::J ~ \ X t I- .J X • --x------, X ::c X FORII ifD 9Z PF. n I I I , Station point PLAN (Shaft not shown) 21 -o" - •.. • ' -· SECT ION A-A • I Street grade J!! 0 ~z Cl) (IJ (/) I t -. ,"'". \:~ . .' , ..... 7 ORF/ I ·/8.0 /!J.5 Z.f l3Z I &/~d '.2.1~ PROJECT ENGINE~ REGISTEgW"°clVIL ENGINE£i:t NO //4/4 7d DATE APl'l!OVID /tltJf/f'm&er 20 /.9 7 9 I ' 1 i /Station point I 1 [ .J t I I ! DETAIL N PLAN . r I ( Shaft not shown) •• rr=~'-o"- --j I' -6" ...- Stal tion 1 pt.---...j ., I -' • I • ' •. ··.·.i--T ... _,,_ •.:;, ·-~ SECTION 8-8 ,, I ,,.--All stool roinforcomont • 4 G> t!/ o.c. NOTES I. Height H ( in Sec. A-A and Sec. 8 -B) shall be not less than 4' -a", but moy be increased provided that the value of M shall be not less then the minimum specified and that the reducer shall be used. For H (in Sec. C-Cl see Note 4. 2. Length L shall be 4' unless otherwise shown on drainage pion. 3. Shaft shall be constructed cs per 5ec. C-C and Detail N when depth M from street grade to top of box is less than 2°-101/2" for paved streets or 3'-6" for unpaved streets. . 4. Depth P may be reduced to on absolute limit of 6" when larger values of P would reduce H (in Sec. C-C) to :;'-6" or less. 5. T shall be 8" for values of H up to and including 8'. T shell be 1011 for values of H over 8'. 6 Unless . otherwise shown, steps shall be placed 12" on centers. The lowest step shell be not more than 16" al:ove the ledge at side of manhole floor. 7 Body of manhole shall be poured in one continuous operation, e~cept that ttie· Contractor shell have the option af piecing at the spring line o construction joint with a longitudinal keywoy. 8. Reinforcing steel shall be· I ~i' clear from face of concrete. 9. Floor of manhole shall be steel-troweled to spring line. 10. Rings, reducer, and pipe for access shaft shell be seated in I :2 cement mortar end neatly painted or wiped inside shaft. I A. 8. Manhole frame ano cover per Standard Pion 87· 11 detail 'U45'. ,__ Step detail per Standard Plan 072-. and 075- ,-M.H. Frame and Cover rSlreet grade r5" x 1" Ring seat -~ -C\I I 1 ~ Max. Min. Concrete· rings,~ " • For paved streets 11" 81/2 • -~~.;====,~',."_;, ,I T ll.1-----l -0 , -, For unpaved streets 16 11 15" -v br,..r.cr----,,.., f ,--.. . . :· ·~.. _: :'_ ·: ·: SECTION C-C .· ... 1.: ,·· _.: :·. ••. . . • Jii:iewal.k 1111 Frame t CoYer • ' / Sidewalk grade .. I $prma line ---: ." l I \__. k.,,..Jl=====:=l ;, ........ 7:.l . See Nole 7 . . .. ~n-r.: . · .. •. - d-·, .·4 --+---------'-. . .. . ... ' I() I Note: .5£CTION C-Cl fbr reli11'ol'cemenf see beto,1 N ..... M ..... O....::D ...... l ..;...;F 1;..::E...:;.D--:.M __ H..,;,._..,o 1:,.,._@ %~ ~ -------------------------------~I~ MANHOLE No. I (MH No. I) '¾ DRAINAGE· DETAILS \ --,.-. )ft-f\. ,··--··-. .. j, [_I) z ~ 0:: 0 0:: lJ.J OJ ~ ::J z [_I) z ~ 0: D \ ' ffi II) LD I 2 "" ::J W" -, N ~ [_I) '4 z ~ I S'. 0:: D i \ 0:: '-'J OJ ~ ::J z al P> -..... ~ ½ "' • I- :t (II ~ " 0 !d:: " ~ ui ls "' X "' z C 0 ~ <i X D ui z C ~ < , 3 . ' C, z > 0 g z " > 0 Q 5 0 B 0 D -0 ~ g z s ~ --x---· -----a ... < 1 2 " < D ui z C 5 < ~ ~ ' □ . ffi □ z ~ ~ Q z ti ' m rr C 0 '" ~ 0 C C 0 ~ Ll 0 ~ C, z 'i ~ X X " < ., • • ' 0 C • "' m ' FOR!l HD 92 PF D bars Stotion Point------.J!& Tie bars -=',I A • L. • ---..J __ • -+ I " . 'in Db>Jro ---.... ~ 4 -==-=·i'l:!t11 :~ "">'In-Tio l:ii:iro 36" Precost concrete pipe M.H.----~ 5"x 2" Pipe seat---. PLAN (Sl'lcift not oho~r1) 2'-d'~-o-..-Street grade ,--Manhole frame ond cover 0 .!? 0 M'----'------+,.,i a Z a, a, (/) = N ·• T-------f~----'-..!:==t~:7'-:-:.i-E bcrs ·.. Tio bor:i :c Spring line See Note 9 R01.md-.J e(Jc::q to ~~ SG dml •~--=-D bara ..J •• . . . . . . lnlr.t clovotion opplias at thi$ point . . -~:·.·. :-·: ::•·· ·.: . .-. 4-::.-::.-_ .•. ·•· . .:.~ .. ,·. I&. I -- C L_. 4 ' -0 "·-~-1 DETAIL N {Shaft not shoi"ln) s• G 2•-0• I C -- Oi:itionol outside face of concrete f4@ 4"o.c. 3'-o" long point Street gro de Manhole frame ond cover Concrete rings 5"x I" Ring seat , Station point-t--+--t---.J Mox. Min. •• IL. • Q. ,---=F,::o:...r _.P:..:O:..:vc::e.=d...:s,c;t:.:.r"-ee"-t,__,s,__,l'-!.1" 8 I~• For unpaved streets 16" 1!3 -~:"..I;==::...._ IE b0r:1 ""'q__ __ D bcra F . Spring line-----=- See Note 9 F .. 5 E bars •. ·. :· :·-: .. : ~ •. ·_: •. ::-::.·: .. • ................. . SECTION · C -C ( See Note 10) { 5"x 211 Pipa seat. See Note 4. t ~IL--,.:..~-i~::.:.~;;:;:::;::::±::==:::::57', ·co. •7-• ••.•. •. . I&. . 11 3•radiu:i -• ·:I:::"· If t N C IL. ' D bore l I J Elav. 'B' ui ~ I I ... •. ·.·.• ·.•::•·· SECTION B-B I 7 IJl<A I PROJECT ENGINEU RfGISTI:JED CIVIL ENGINEEil NO /6/214 DATE APi'llOVEO Mvem.ber Ztl. 1.979 J • NOTES I. Values for Eiev. 'A', Elev. 18 1,H,L,M or P and X ore shown on !tie droinoqe pion. • 2. Center of monhole shaft shall be located over centar line of storm drain when diameter D, is 4811 or less, in which casa place E bar symmetrically around shaft ot 45° with center line. 3. Length L shall be 5'-611 unless shown otherwise on drainage pion. 4. Thickness of 'F' shell vary when necessary t.o provide level pipe seat, but shell not be less !hon tabular values for 'F' shown on this pion. I II 5. Reinforcing steel shall be I ,2 clear from face of concrete unless shown otherwise. Sizes and lengths ore .shown in toble belo\1. 6. Unlass othor"7ise shown, stops shell ba plocad 12• on centars. The lowest step shell be not more then 16'' above the ll!dge ot side cf manhole floor. 7. Rings, reducer, and pipe for access shoft shall be seated in J:2 cement mortar and neatly pointed or wiped inside the shaft. 8. Floor of manhole shall be steel-troweled to spring line. 9. Body of monhale shall be poured in one continuous operation, except that the contractor shall hove the option of placing at the spring line o construction joint with o longitudinal keywoy. 10. Section C • C, \-'Jhen depth of manhole from street grade to top of bo:t is less than 2'-10}2" for paved streets or 3'-6 11 for unpaved streets, .construct monolithic shaft as per section. V'Jhen diameter D is 48" or less, center of shaft shall be located as per note 2. A. Monhcle frame ond cover per Standard Pion 87·1 I detail 'u 45'. , B. Step detoi I per Stondora Plan D72· and 075· • TABLE Of VALUES FOR F STEEL TABLE D., F D bars E bars 315" 6 I/?. If DicmD2 Nc.P'ico'd Size Loni:ifi=' l'Jo.riea'd. Size Len11th 39•· 7~. 35" G ~4 3•-10" 4 "4 2'-e" 42~ 711~" 39• 6 • 4'-2u 4 " 2•-11• • 45• 7:;!'"'" 42" 6 . Ii 5 . 4'-6" 4 n 3'-2" ~" 0" 45" 6 .. 4'-10" 4 a s·-s·· s,· 811:'!" . 48" 6 " 5'-1" 4 II ~· 7" :) - 54" -g" 51" 6 " 5'-5", 6 •· 4'-r," !S7" !'}IIAN 54" 6 IJ 5'-9" G • S'·t" 60" 9 11:;, • 57" 6 " ·G'-1" 6 ... S'•i>" GSV JO" 60" 6 II G'-4" G • c.•-tr· GG" 10, ,,.• 63" 6 .. G'-Q" G • G'-B" GS" 10:::iu;" GtS" G " ,'-o--.. G • i,'-0" 72" Ilg 69" 6 II 7'-4"' 0 • G'-O" 70~ 11,114" 72" G ' • 7·-7" 8 " G'· fl" ·84" 1211:?1' 70" 6 " o•-3" -e a G'-n" 90"' 131111. w 04" 6--• l:l'-10" 10 H r,•-n• 9G" 14" 90" G ;;6 ~'-()" I" a r,•-o ... ~"" ;,J "''"' G • 10'·1" 10 " G'·O" D t:ar:i Gholl bo pieced 3"o.c. E bora sholl bo ~cccd 4"a.c. Tio bcro choll bo • 3 . c~:ccd IO"o.c. cr less. \'Jhon L graotor then s'-G" ia spacliiad en drainage pion. cc:,ti:11.10 D bcr:s at '({' o.c. Lamatll:s llhot:n in to!llo are fer lon1,1est bars. \"Jhere 5hortar bara 0110 raquirod, bend er ca.it to moot fiold rcc;i.:lroQcnto. • !AS , CONTRACT NO. 2€0fe0dJ. BUILT RESIDENT ENGR. R.E. SvnffU'Jls=S===-- DATE==-===~5;.,,.-da~=-©~12~~ • C) z ~ 0: 0 . I 0: w [D .2 :::J z C) z ~ 0: 0 0: "' L!J CJ I :?: fl :::J .. z"' C) z.n ~ s: 0: 0 0: w OJ 2 :::J 7 "' ~ .. ~ II .a ,. I,! ':I: "' 2 ~ 0 n z C > " □ ~ C '" ,.., ! '5 CJ D J 0 ,: z s ~ ·-,- 0 :5 < Ll .J z > :? G " •· 0 -" z :.; 0 " z ► "" □ ~ m 0 ~ □ C C 0 6 C, C D J 0 ,: z s ~ :;,-:;-~---------------~ X --X • --x-·------11 j ~ ~ X J; °'-l ~ \) ~ Ct) ,l 4.: ~ I i ~ ll\l ~ I~ r ~ M • l -...; ~ i X ! ~ ~ 26 l ::.:: c::s FORM HO 9Z PF zr .... : .... §.: ~t~.~~-~~ 0 bars---< p J C borii Staiici'I Point __ _,j F 'Ila 4 E blilro I 4t1 c.c I •• I I -+ I I - F ~---oz----,- PLAN (Shaft not shown) 2'-0" M I I I C, Manhole fr~e and cover ... Concrete rings and reducer _____ __,, •• l I> • • E:te11_ S Minimum 2' -10112" with paved streets Minimum 3'-6" with unpaved streets ( See Note 5) t I- A bars 1 ., a) B bars U_ . , . . . .. 4 . . . • • . . • ••• ' ~-~-.:.:.· ... ~-.:.· :..:· ·.:..· ·:..:. -~---~.'~--~-.:.· !.• .:.· :,;· _.:·,:;:j,::' =' ==-~ 4.. . ·., I- .. : . . . . . . 11.·~•:.··· . . . . . . • • S E C T I O N N·M·P·O Projected on P· P-·O .. _-.~.--;.._ • ..... ~ -. Tie bars -,• " 1 • Street Grode H bar--_ '"-:,,-JI-Optional outside face of concrete I -·-I ~-~4 H·bars 3'-Otl tong 4'-o"--'"' PLAN (Rings and cover not shown) Concrete rings and manhol:a frame and cover ,--5" x t" ring lll?Ot • Mo~ Min _j_ -CD -:r •· X For oved streets 11" 8112" For unpaved streets 16" 15" ·,,.. H bar • 6" 6" TABLE OF VALUES FOR F AND T "- Spring line See Note 12 D bars ·,; • • 4 ·_ I I I • I I Embedm-ent I - See Note 1 I • A . f> •. =---....,_ _-v',~ -• ' -. : DETAIL 'M' (See Note 5) F bars _j, . . . : . • . • I-~ ·- - E bars --o bars II. " I -•-Tie bar\\ . - + .. I . -- •• • • I-•• • • -jT B T~ SECTION G·G 5" 2" • ~ x pipe seat N D bara Oz 12" 15• 18" 21". 24" 27" 30tl 33• 35• 39n 42" 45" 48" 5 I ti 54" 57t1 60" -63" 66" 69" 72tl. 78" 84" 90tl 96" 108" I I 4" 120" 126" 132" 138" 144" "II·.. • -. •. • _--•~ b •• _. ~"'-'-,--~~ .. •.• ,. •. :'.)·· ••.• --~ LL. _.--.-llliii~~..,;,_,,e!!b'~•~•i,,;,,· •2,c-,,,~~-.. • :ae111::;_-~· ='!ec·~·~"t-·f: •!...:....· ~-=-1~ Round edges to ::3",radius . Cl 2'-4" ~ • -ele11. '.4 • • o / I~ •• ) / _· ~ 0 I I I I I I I I r I I a.\ I • I -1 ' I elev. '8: F 4" 4114 " 4112 " 5" 5114" 5 " 112 6" 6114 " 6112tl 7" 7112 " 7 " 3/4 8" 8112 " 9" 91/4 " 9112 • IOtl. 10114 • IO a14" 11" 113/4 • 12112 " 13114" 14 t1 16" 16 1/2" 17" 17" 17 1/2. 17 1/2° 18" Embedment See Note 7 LONGITUDINAL SECTION B 12" 15" 18"· 21" 24" 27" 30" 33" 36" 39" . 42" -45" 48" 5 ltl 54• 57• 6011 63" 66" 69" 72" . 90" - 96" . 102" 108" 114" 120" 126" 132" 138" 144" T 4" 4 " 114 4112" 5" 5114" 5112 " 6" 6 " 1/4 6112" 7" 71/2 • 7314 " 8" 8112" 9t1 9114 ti ' ~1/2 • { 10" .. 10114 10314" 11" 13114" 14" 15 112" 16" 16 112' 17" 17" 17112" 17112" 18" Do:it Coi,nly Po~IMIIH ~ Ti=:.:ii r~rol P101e\t "'"'· Shll'C1I 7 0/?A I /8.0 1'9..5 261!3ZI REGIs1ER<D VIL ENGINEea NO /6~U DAlf APfJ::;OV'f:D 11/4 ve m..6& r 2tJ /.9 73 • I NOTES I -VALUES for A; B, C, D1, D2 , E, L, M or P and X, Elev. 'R', Elev. 1S', Elav. 'A' and Elev. '9' aro shown on drainage pion. 2-LATERALS: If laterals enter on both sides of manhole, access shaft shall be located on side recelving the smaller lateral. Laterals shall be de:iignoted on drainage pion as right or left, facing in the direction of ata1ioning. 3-CENTER OF MANHOLE SHAFT shall be located over Cllnter line of rm:iin otorrn drci111 1:1hen 0 1 is 48" or less, in 1:1hich_ case place 4E bora oymmatricelly aro1.1r.1d olu:i'lt at 45° 1:1ith center line. 4-LENGTH L sho1:1n on drainage plan. 5 -DETAIL 1M1: When depth of manhole from street grade to top of bo:t is les8 than 2'-1011:1" for paved streets or 3' -6" for unpaved streeto, con11truct monolithic :iha'lt 0:l per Detail M. When diameter D1 is 48" or less, center of.aha ft aholl bo lccatod oo por Note 3. • 6 -· REINFORCING STEEL shall be round, deformed, straight bars, 1112" elear from fcco of concrete unless sho1:1n other-:1ise. Tie bars shall be 11 3 and !lpocod 18" on coi'ltors or closer. Steel schedule detailed below. 7 -EMBEDMENT shall be 5" for D2= 96" or less ond a" for D2 over 96". 8 -UNLESS other1">is2 shot'.111, st:aps shall be placed 12" an centers. The lowest step shal I be not more than 16'' above • the ledge ct side of manhcte floor. 9 -RINGS, REDUCER, AND PIPE for access shaft shall be seated in 1:2 cement mortar and neatly .painted or wiped inside shaft. 10 -STATIONS of manholes shown on drainage plan apply at intersection of center lines of main line and spur. • II -FLOOR of manhole shall be steel trol.'Joled to !lpring line. 12 -BODY of manhole, including 11ti'ur, shall be poured in 'O~e conti~uoua oporction, that the Contractor aholl hcva the option· of piecing at the spring • con:itructlon joint l.'Jith longitudinol ltey1:1oy. a:tCOt}t line a 13 -ELEV AT I ON "s" applies at center of inain line on prolongation of in11ert of a~ur. A. MANHOLE frame and cover per. Standard Flan B7-1 I detail 'u45' 8. STEP detail per Standard Plan 072-. and 075- SCHEDULE Diam. B or Dz 12" to 39" 42" to 84" 90" to 144" STEEL A e 8-bars Ce F-bars D-bars #5@ 3" #4Ccl 6" #4@ 3• #6 t"iil 3" #5@ 6" ::i:5 ca 3" #7@ 3" #6@ 6" -#6@ 3" bUILT- coNTRAcT _. NO. 28020dJ. RESIDENT ENGR.R.~SirrU:t:tJ7$ DATE----~·5~0::;ti!,~·-:.1:61~~;...,.;,;_-· MANHOLE No. 4 ( M H No. 4) DRAINAGE DETAILS Shi. .J of 9 3-197'1- ,d-/9?? 1/ ~ (:) z > ~ !I D 0: w OJ 2 :J z (:) z ~ a: 0 I \ ~'1 OJ I >rt) :::i r Zc,1 (:) "' z, ~ s: c.:: 0 a: w llJ ~ :J 7 " z 0 0 2 !e iS cc C D '" ~ 0 ~ C 0 R Ll C 0 ~ 0 l z 5 ~ < 2 cc 0 5 ~ u ui z ~ 5 g " ' D . C '" m z " 0 0 z !a ' m QC C 0 ~ C D C C D @ u '" 0 ~ n z <, ~ N C'I -"+ Q ,. ('I ~ :r ~ I j I X. X -x------ll .. . . •• j ~ '::-:::. X :-'-1 •• j 1 ~ l ~ ~ . I,~ I j ~ ~ ~ I~ !~ ,, . .!-.._ I..( X i~ ~ I ~ i l 21 ~ cs FORII ~D 9Z PF ' elev. A r---------4 . Tie bars to---i-D,-. F • Tie bors ~ "'q_ """' 7 ORA I •=~ Tc::::I Pre~ /$.(} 1#.5 Z7 /J2 --"',,(fkdj/ PROJECT Eo'IGINE<i ---zb-?~,,,.---,,,..-- RfCIST=Vll ENGINl:ell NO. //2/4 74: DATE APP!i:OVE0 I-F bars (--:~=-::j~ Tie bars J ,f i ~ I ~ ~c§I --~---~o I-F bars ):_ OL ~ ++-,>------A--,,~ ~ ~ ' CCl'lcrote Cradle y T .., .., B ~. , ~, ·-T , ,p , " -ii ' 1-~v--+-+•-r I -..-<v•-., • ., ., Tu-1 w,-..~ I/.-.)' Tl '...,. '"'-s...,,,,.-,1/ ' ' ,. ·-l-+--l-1 T B T "" Tie bars F bars " 0 • ¾ . (.) M ' ., ' • -.... ,.,._,,. ___ --=<"= -;> . . • z' PLAN a Q. I- SECTIO~ M·M TABLE OF VALUES FOR T B T 12" 4" 15" 41/4 II 18" 4112" 21" ,., " 24" 5114'1 2 7" 5112" 30" 6" . 33" 6114" 3611 6112 II 3911 f II Minimum depth of top and bottom slobs shall be .!!. + 2" 12 ..J Station Point Spring line Elav.8 F D2-----i PLAN Tie bars 0 F bars Tie bars E'1<:1,, fr '11:3-18"0.C. L I-·1 CD ~ I- \ a . > :, ' .. "'" SECTION G-G TABLE OF VALUES FOR F AND T 0:? or B 12· 15" 18" 21" , 24" .. 27" 30" 3311 36" 39" 42" 45" ~·-!:, I II 54" 57" 60° 63" 6611 For T 4" 41/4" 41/2 11 5" :)1/411 5112" 6" 61/4" 6112" 7" 7112" . 73/4" 8'" 81/2'' 911 §1/411 II-· ' 10·· 101/4" D2orBForT 0 1 .5" m 1s I--!-!:~· +1.6. 1i2" 17" 17~•· I7 IL2" . 17 ,\/2" 18 , N I--H ---+--H ~ ,; 4 @ 18" o.c. both W0¥,5 lo be used when D2 Is 60 ar more bars #4@ 1811 o.c. both ways lo be used when B is 60" or more 69" 10 3/4" 72° 11" 78" II ,ll~11 Undisturbed Earth SECTION z~ z'~z"' , Projected on Y·Y·Z"' NOTES , ' I. . . .. VALUES _for A, B, C, D, E, F, G, L, Elev. R, and Elev. S shown ·on Drainage Plans. 2. Pl PE shall be cradled in concrete extending longitudinally to 1' beyond the limits of L. H= 1/2 outside diameter of pipe plus 3" os o minimum. Cradle may be omitted on side opposite lat1a1rol inlet when constructed in connection with e:dsting pipe storm drain. 3. • A and B BARS shall be co~ried to point not less than J distance from center line = % + 6. 4. RECTANGULAR OPENING in main line pipe shall be cut within limits of F, G, and L normal to pipe surface without damaging steel. • ·-. 5. TRANSVERSE REINFORCEMENT in pipe shall be cut in center of opening and bent lo uniform distance from top and bottom of junction structure, 6. OPTIONAL CONSTRUCTION• When Junction Structure•, is specified on Drainage Pion, the Contractor shall have the option of constructing Junction Structure .. 2 , in which case construction data will be :urnished by the Engineer. . 7. REINFORCING STEEL shall be 1½ a clear from face of concrete unless otherwise shown. 8. STEEL_ SCHEDULE: A and 8 bars-~5@ 3• O.C . -#4 '@) 611 o.c. TiA bars -#3@ 181 O.C. 9. MONOLITHIC ARCH• When Junction Structure~/ is specified with reinforced monolithic arch storm drain, value D shall refer to the clear span of arch. Reinforcing steel shall be cul and bent into Junction structure the some as for pipe Concrete cradle under reinforced monolithic arch is not .required. - 10. FLOOR of structure shall be steel-troweled to spring line . ' , I I. ELEVATION S applies at center of main line on prolongation of invert of spur. JUNCTION STRUCTURE NO. 1· ( J. S. I) SECTION N' -N" -N"' Projected· on M -M -N"' • NOTES 84" 12112 11 90" 131/4° SS" 14 ,I I. VALUES for A, B, C, D1, D2, E, L, Elev. A, Elev. B, Elev. R and Elev. S ore, _shol."ln on Drainage Plans. 2. EMBEDMENT P shall be 511 for pipe diameters 1211 to 9611 and 8 11 for pipe diameters 102" ta 144". 3. FLOOR of structure shall be steel-troweled to spring line. 4 .. REINFORC.ING STEEL shall b_e 1½" clear from face of concrete unless. othe~wise shown. A and B bars need not be longer !hon the outside diagonal width of the lateral spur. . 5. STEEL SCHEDULE: Diam. B or D2 A or B bars C or F bars 1211 to 39 II 41 5@ 3" #4 (ti) 6" 42" to 84"' li'G(ti)3" •s@ 6" so" ta 144" #7@ 3" #6 @ 6 11 Tie bars -tt 3 @ 1811 O.C. -6. ELEVATION S applies al center of main line on prolongation of invert of spur. 7. JUNCTION STRUCTURE shall be .. poured in one continuous operation, except Iha! the Contractor shall hove the option .of placing ot the spring line a construction joint with o longitudinal kcaywoy. 8 .. LATERALS -Where laterals enter an both sides of structure, they shall be designatad on the Drainage Pion os right or left, facing in the direction of stationing. AS· BUILT JUNCTION STRUCTURE NO. 2 (J.S. 2) ,' " .___ tie bors . . .T~ B t.'T -1.i W bars v' / ~} i:-----..D and E bars --·7·•-1 ·:11 -_: I ,, • T: -• .__ H and G bars • • ~~o'-'"' I- SECTION G·G 114 Bors, 1a• o.c. both ways to be used rihen B is so" or more. , . • I Angle A I ' ' Station Point : PLAN • ' ' TABLE OF VALUES FO;! T 8 T B T (NGw or e:dst. construciion Tie bars 12" 4" 15" 41/4 11 78' 11314 • 84'" 12 112" o • • ~ .:.., -L7 • ~,1>---\'J bars ' ___ £_/~j" 18" 411?." 21" 5" so-13 1/4" c~-· Ill -_,,, I . 2. 3. 4. 5. 6. 7. ·I" --o bars F bars ..,_ 'SECTION N-·M·P'-0 Projected on P·P'·O earth NOTES 24" 27" sou 3311 36" 3911 42" 45" 48" -5 I'' 5411 57" er1" 6~j 66'' 69" • 72" 51141• (Q;, - 6112" Q:~11 6" I"' •• 6114" ,,, 6112 11 2s- 7" 3,. 71/211 38" f:S/411 aa·· 8" Eh/2" 911, Sl/411 911;,• IO'" I 011.;" 10':!/4" ·I I •• VALUES for A, B, L, L 1, Elev. R and Elev. S ore shown on Drainage Pion. STATIONS specified on Drainage Pion apply ot intersection of center lines of main line and lateral. EMBEDMENT P shall be 5" for pipe diameters 12" lo 9611 and a" for pips diameters 102" to 14411 • 15 112• 16'" 16 v2" 1('" 17- If 1/2.a 171.1~· '"' - REINFORCING STEEL shall be r~• clear from face of concrete ~less 01herwise shown. w BARS ore of size and spacing specified for wall steel on Drainage Plan, arid shall be .cut in center of opening and bent into top and bottom of junction structure. OMIT H BARS when soffit of spur is 11 or less below soffit of main line, and omit G bars when invert of spur is 11 or less above floor of main line. STEEL SCHEDULE: Diam. B D, E,H,G Bors F Bars 12" to 39" :f .' '#4 @ 6 11 o.c. ---· 4211 lo 8411 #6 ,;5 @ 6"a.c. 90 I to 144" #7 _#( 611 @ o.c. Tie bars -~3 @ 1811 o.c. JUNCTION STRUCTURE shall be poured monolithic with main line storm drain or manhole. FLOOR of structure shall be steel-troweled. JUNCTION STRUCTURE NO. 3 (J. S. 3) r;=::=========================j --' .. DETAILS ~ ~ ~ ... _, z [.'] z <' <[ cc 0 I I I I, ~--~< cc w Ill 2: :::J z [.'] z ~ 0: 0 0: w Ill ~ :::J z [.'] z s <r 0: 0 0: w OJ ~ :::J 7 .,, I .., ~ ell .,, I ~ ' ~ CV) -'+ • GO "' ~ II' z C p ~ il w :;; C ~ s 0C ID , -8 ;: :.;; 0 ' ~ < u w z C 5 s § SC ID 0 ' ~ 0 . 5 ' 0 ~ z > 0 0 " 0 § ' 0 ~ oc 5 0 " 0 s C '" 8 0 g u C § -,, 5 C I! I ~ C " 5 < u uJ z " 5 < . SC 0 ' 0 a ff, , ' 0 1 I X X --x------------- • X FORM HO 92 PF ~ 1~ J~ 1 Q) ! ~ ~ j ~ "i • /4 I • t-'4-~ 0 . • ' ~ ..:;,'<:i ' 'I) ' -.., 0 I , , \ I /, 'I ----3-l!J 0 3'-107z· I . I • /. -3,i , ~ bar bolh s,(1,z,5 --- ,4·,3•,{!" 0 GRATe FRAME OET.dll No Scale , . ,-t·· I I • 0 "' I -- • r:1 ~ ., .. ½6 ,,,. 0 ' "I -L I" ......_____ ; • I ~ 2·-1 3,,:.-f - I I 1,_7 ::,,,, , □" I -if? ¢Anchors ----j 4" I--~ ~ .......... -/ -7~ ---, 4 , ANCHOR Pt.ACeMeNJ'" OETAIL No Scale 3'·!0Yz. ~ - ,r- 6. JI II II II C. -1! a .~ /1, A A -l. A I . t I p,P -. ·- A .• \O~ . ~ 3q I> -- " II ~::I yo /. A . ,. •• . A. . . , . . , . . ' . , ::. - " " . .. .-,·A -. , ... 4 A .. ; .. 4 .. ... .. :t: ' ; ·_4· ~ ·-.:,,: 4 •. - L----'---'---------~---,'-'" _l ~tj SECTION A-A (ror Pipe O,om,l,rs L,ss Thon 39·) ao -1 No Scale I I '4(1j)G' '4 4 ooos @ .'Z" 1 4 Bars .olal {Reqviree/ re9ard/ess a , °' .. t ' ' if)· .. • • • • i 6 • Frame 8? • T!f'_pe ?4 6.r,:7/es I L-- - --Dike or (1.1rb -------Variable lo 5·.9· ,,.,a,, I> . PLAN - I 3'-lo~• FL 1_,r- I I\ 'I ,, ,, .~ • -!I ' 4 -............:· • . ..,...,,,. ' .. -----1-·-c. -.. . ; a. I ' , • 3 -10 t ,l,',n. .:ut ~6 • off enc1s of bo:ts (bo:ted 9ro•.-sJ or bars (welded 9roles) /'or bolled 9roles laclc weld one nu/ lo bolt or peen threads !o hold one nu I • ~~~ ,.,.., :::: ' -"' ..., , • .•. 11 II ~-~- ,I ., • I> .., .. " _J_ ~ Ouis,de d1a • .' -t 1 • it Ou!s,de 010 ,-.-' ~ • ! t -+--''-----,-,-,-__ ---=-----1--=-----,-,-=.---=---+--+--, lo 2' !Of max !o .?'·/0:f max ScCTION A· .4 ao-2 No Scale - • • B ~"::, "-'\.~ L ..._ "SI-.... -"' '¼ . 1t•x 3f" Key5 • ' IJPe Z4 rames t' 6.roles PLAN • 9rale Frame t anchor plocemenl cle/01/s Sid Plans D • 77 4 11 4 "' ,, 1• "' ,, c'~ ,:,. ., "' <J, • V V • <l "l V V p p ·' ~ ..... 17 i;, -- .,. p ----" p • V V D I> .C>_<l SECTION 8-8 fror p,pe diomelers less /hon 39') GD-3 No Scale 01.11. Covnl:, laul• 7 /JllA I Po1t M,I•• Tolol Pro1ed' ff .,-,./_ Ji,lo, S?lcch --PROJEC~ . . •. ~~-"J----=: - REGJSTEpl> CIVIL ENGINEER NO. /hi,, 74: oATE APPRoveo _ _il/~11em....)ec. eq /.!} ZL GENERAL NOT£S I. if· 1s /he di/7erence 1n e/eya//an be/ween Ille ou//el _Ppe Tlow 1/ne tint/ /he /law /;i7e of lae gra/es. 2. Steps-Ji/one ret7uired 1Ylle11 "II' is 3'-6'' or less. I/ls-loll 0/7e .flep /6'.r ,:J'~tJ//6' /Joor ;r/Je/7 'JI· /j more t/7c/'l .?,._t>,,t7/'ld less //7,::7,,;, ft'-0": 11//lere fr'' /j-·mCJ/'e lht7/l ?'-t?' .>/e,t7s s/;o/1 Pe e;e,74" .pt1a e1 /2 ".r /n/e/"f't7ls /'rom /G* ±17;7ov& /'/oor /ti at/llJ1i-J 12".r ol' lhe m,P o/lhe/lox. fllt1ce sl9s /),, /1/tJII M/lloul ,P/j'e qt;e1?1ops. See S/e7,,;,dt7rd .Pit:?/.? I}?¢ lbr .slep de/01I . J, J}pe rs) coa .be j?/oced h7 t.7/lj/ Wol/. 4, Rei/l forc109 s/eel /ltJI re:7u-1i-'ed /',q fft7/ls Nl7e/l If= G' or less. 5. Rein/'orc1a9 steel //7 ff/alls s/Jo// be #4 bors.@ li:Y''.r ce/7/er.5 Jllt?ced ;½"c/eor to J17s1tle or box. M,:scellaneous Iron ,( Steel Inlet T1,1pe Grote TIJpe We,~ht CO·/ fCO.Z 24 -!Z 580 Z4 • IOC .379 24 -!OS 4.3_g 24-12 X 453 24-1.3 351 uD-3 24-/2 • 652 •• ·H t 6''-(Ju ()/" less 6~ 8 '-I" /CJ ?O ' -0 " 8,, AS BUILT CONTRACT NO. 280204 RESIDENT ENGR R.EJffrun~s DATE~----~5-:..,._4~-~8~~~~~- " ~-..... I ~ ~ .:==================================,, DRAINAGE DETAILS 3.1974 ;: :~ Cl ~ g z z < t ~ ~ C R '" □ C '" n C w ~ 0: '.J 0 ~ C, z 5 ~ .-- I ., z C 0: ~ < w co [O ~ z C 2: 5 < ~ " :J f3 z ' ~ □ z , Cl " 0 z 7 ~ ' rn rr ffi 5-0 ,. □ rr C <[ □ □ w a: u C 'l 0 n 2 s C ~ C 0 0: fl) __, ~ ., L!J u OJ ' I'll ui ~ ;, ~ 2: -5 ~ g; m ~ :J '-+ □ C z ~ ' '" 0 rn ~ Cl "' z □ D z z ,,. !e ' I rn ~ rr ffi > D ~ ~ D ~ rr C 0 R -.L lo! u C n· D D -:i: ~ n ~ -~ -· ~ = ~ = = = " 11 I i C " " ~ ~ 8 ~ ~ C § E- I I Q " 8 g € X X X 29 FORII HD 92 PF i ~ ~ ,t l I., ~ \l ~ l ~ ~ ~ j ~ ~ \ 11 .r ~ i ..... ~ J ~ ~ li J~ -~ 1" Typ. I- • Curb Anchor I I • I I 4" rod·. I ; ~ @ II 3 6 c.c. ' • ID • A IQ I ,,, I ' ' IQ dc-.-:el 2"7 H5" • i 1--" ~3-6a~;----J -: ml-=:;::~. *J:-~= --}-;c,, = •=P : ~~~11 I cc="' /#+~11 ·~ ~ '/ " .~ ,,:, o; --~~---f ----.-----' ' ' L--------- 0 :S 80r.s dot:1el anchor / : dc':lal PLAN frGl\'!3 El cever ----- 5"+5" I I I I I I •- anchor 4 • red. do1:1el < ' ------~ ' I ------.. I ' A I ' I l I i A.J -=ti I i I I ~ ,: I '\ 1, ----~• ' r __ ,. ___ ::; I 4 • rad. curb • 1" 4 red. \ \ \ . \ I :r 0 -,-. II :l: 8 I- t • U) l "lt3@ " 2 c.c. PLAN I I I I I I I I I I I I I I I I I I I Anchor ",t II 3@2 c.c 1---. B r---, ' : I , Anchor !::::~-Curb ~ • rod:-.. ,----..,._--.._frame and cover ¼" rod. • • -=,,...;"'""-.:;.6 TOP B t Bath \':Gyo 3'-2" fa 4'-0' 4Y.1 "3 ,§ e· 4'-0" ta 6'-o" s· II 3 @ 5" 3 ""' d f b (!'8 .., e. or ~[[6-so·.;ijq I a" , I DETAIL OF DOWEL 211 c.c. Anchor 4" rod. (To be used when top is poured separate, one ot each corner) Anchor PLAN -----variable ____ ...,,I . from e e. cover :r 3" rod. +-~ ~ t,. Ii 2• ctidrf· ·-----1 • I" cl oar , . .•3 0 G" c.c. -..is•---B SECTION A·A TYPE C38 GENERAL NOTES Permissible Const. Joint ·-B-- SECTION 8-8 • TYPE C 39 I. ~ H" ir. the difforenc:3 in elevation bet1."Jeen the. outlet pipe flow line and the normal guttar grade line undepressed. 2. CONCRETE: Where the basin is to be constructed "w:thin the limits of or conliguour; to a proprosed sidel."lolk, the top slcb of the basin shbll be poured monolithic with the sidewalk using the scme class of concrete as in the structure. 3. CONNECTION PIPES may be pieced in any position around the walls provided they align in the proper direction ond their positions are atheri,,ise consistent with the drainage pion. Where monolithic connections ore not used, pipes shall be trimmed at skews T necessary to insure minimum 311 pipe eml:Jedment and allow 3" radius rounding of structure concrete adjacent to pipe ends. For details of monolithic connections see Dn::inoge Oetcil 16. .. . . ,._. 4. SURFACE of oil exposed concrete shall conform in slope, grade, ,color, fin_ish·, end scoring to existing or proposed sidewalk adjacent to th~ basin. 5. FLOOR of basin shell be given steel-troweled finish ond shall slope from oll direction to to the outlei. For Inlets Type C 39 and C 40-the depth ot the upstream end shall be curb face plus 18" unless otherl:'lise specified for W greeter thon 10'. 6. STEPS shall be"¾" round, galvanized steel. None required where "H" is 3'-6" er less. Install one step 16":!:. above floor when "H" is mare thon 3'-6" and less ·than 5'-o". • Where "H" is more than 5'-o", steps shell be evenly spaced at 12"± intervals from 16"t above floor to ·within 12" :!:. of the top of box. • • ' .~ -;_-::,-:;.•~•; •. -. . --·. . . •• SECTI_ON C-C TYPE C40. 7. • DIMENSIONS, Inlet Type C 38 ; H = 3'-o" unless otherwise specified. Inlets Type C39 8 C 40-H = 3'-611 unless otherwise specified. Inlet Type C40 -\'I= 14' unless othert1ise specified. S = 3' -2• unless otherwise specified. T = 6" for side walls and bock wall and B II for front if H is 31-6" or less. • T = s" if H is greater than 31-6" and le5s than a'. i_ •. ·, T-: 10" if H is 8 1 or more. Curb face = 9" unless otherwise specified. 8. CURVATURE of the •. de walls at curb· openin.g shall be formed by curved forms and shall not be mode by plost(lring. 9. MANHOLE shall be placed along bock wall near outlet. IO. For Frame and Cover Detail, see Std. Pion 87-11, Detail -u 46. . . •,-.....;:. ~ . .:.- ·, .. . ,. . -. , ~ :: :::~)-~ . ----, .. •.::. -~r , -:::{ :,_:.._:.c--._,:~-,,~ .. 1, :~\=,.:::•-.:::~:..\j.~~~-~--~-~--~-~--~_)~;~~~/\~\~":~·'c:'=-/-~::.:-·:=~c; ~ '::_ . . . ~ ~ .. --. ' . '.:'' : ·-.-- = ~ 0 "' u C\I REINFORCEMENT FRONT w H T Horiz 7' To 4' 6" '3@ 6" 7' 4' to 8' a" •4 @ 12" 7' 8' to 12' 10· "4@10· D11.1 Ccw,u-, 7 Oll/1 I PROJECT oiNiia i:ov1L ENGINfEl NO. lb~74 DAre AfPRoveD,--LM-"--'tJ"-'-'--1/=e-<-m~,6~,q.Lc--=Zt.::.a~~ .... / ..9=.L7,....,.'.2"'"" ,. FOR TYPES C39 Si C40 \"JITH W=7' OR 14' \"JALL REAR \"JALL END \"JALL. FLOOR Vert. Horiz. Vert. Hori 2. Vort. 12\? t l'I t':o ll :1 11 3 @ 6° 0 3 @ 6" o :l (fJ G" ":3 @ 6" 0 3 @ 6° a3 e'G" •4 @' 12" 4 4@ 12· 41 4@12" 0 4 g> 12· t1 4 I? 12" 0-4 @ 12· "4·@ 10· "4 Ci' 10· 11 4@10" 4 4 @ 10• 4 4 @J 10" 0 4 I§ 10 • Scoring line 14' To 4' G" "3 JiJ G" a 3 -G" 4 3 r!' 6" II 3 ~ G" a3 @ G" II 3 @) G" "3 <i G" <'." 114 (t:> 12" <I 4 !fa 12" a 4 ~ 12· a 4 (!2 12" "4 (" 12" "4 (a 12" I. 2. 3. 4. 5. 6. 7. ... • ' 14' 4' ta 8' a· "4 ~ 12" 14' 8' lo 10' 10' 34 <f" a· a 4 f!Z 12· "4 (f) 10· 0 4@ 10· 3 4 @ 10" a4-I? 10· 4 4 ,±" 10· 14' IO'tol2' 10' 0 4 (ft-6" 0 4 ~ 12" 0 4 @ 10· 11 4 @ 10· "4 ~ 10· 0 4-,j) 10· 0 4-<? 10· REINFORCEMENT FOR TYPES C 39 S C 40 WITH • W" 21' OR MORE FRONT WALL ·REAR WALL ENO~ALL FLOOR w H T "o" bor:'I Hariz. ci "A" bors Horiz. ·e· bars ·c· bors • e Tie bars Horiz. Vert. Vert. co ~ = s· a 12" J/4_,_, 24" 12 • ::13_(§, 12· 4 4 C<" 24" 0 3 ~ 10· . --ll4@ 24' To 4' 03 II 3 {£' e <:t 0 • C: 5' a· "3 ,a 10· • 4 .3 (!._ 12· • • 0 3 ~ 14° • . .. 0 -,:, ~ s' a· 3 3 @, 6" • o .3 • 10112 • • • • J:> C • QI Cl .. -. 0 7' a· 4 4(" 8112• • a 3 _;; 8112• • • • 0 .. • C ~ a· a· 0 4 _P. 6112" • "3 ~ 6112· • • • C ~ • ~ 0 "-0 g' 10· 4 4 ,t> 7 112· • • 3 .-a 7 •12· • 0 4 , ... ·20· "3<!-' 11" -.... • 0 0 ~ :r: -10' 10· a 4 f' s· ,, 4 ,a. 12· • • C • • (\j • • ·-u . -. I I ' 10" 0 5 ,a 7112• • •4 f!!, I I'" "S , .. 22112• • "4 c,., 18" • ~ <i3 • u 12' 10· "6 ~ g• " "4 @-9• a 6 tff 2::i ,:i· • 1>4 @-13" • • Wald bars to plate 30" o.c. in----------, c:::=11c=--......-lieu of Type 11B" onchor.s. .. ~ '. 0 __ _L .Q ----........ , ------.... --------==ac=::ac::a--..~- -c:,,::::,:::,,. c::,,::,,,. c:::=a c::=- ' .. 5Ji~ I 10" Steel Plote7 formed as shown • n~_.;r,.,....f.,...,...,....--i1-:--7'"~:-::-;-~.~=~.~ .. ~.-.-•. ~ I " u --=--cz:::::::a -=--0 Tirz ---==::a c=:a ~ -.Q a5 -----c::::.~ ~c=::9 ~ --<t al --==-----~--..::=a> c==a -===---=- Note: Alternate "A" bars • ta be cut off at cni half hciic;;ht. FLOOR STEEL PLATE A~JCHORAGE NOTES When curb face eiceods 7" o plain round steel protection bor 111 in dia. shall be installed. Ber shall be embeded 5" at eoch end. WhGn IGngth of opening is 7'·011 or less, said bar shall be located 511 behind C. F. and 4" above gutter flow line. A stirrup shall be t1elded to eoch bolt when both o protection bar and support bolt ore required. All exposed metal ports shall be galvanized. When required by length of opening bulb angle may be delivered in sections and butt welded in piece. All galvanizing damaged by welding .shell receive two coots of aluminum point. Type A or Type B anchorage moy be used. Support bolts shall be installed when length of opening exceeds 7'-o", spacing shell be 7'-o" o.c. max. and 5'· o" o.c. min. The steel plate shall be fabricated from o/is II x 1011 universal mill plates. .. AS BUILT coNrRAcr No .. ==·=·2e==a==2==0===4==- REsioENT . ENGR, U S.t((IJfl!t:JIJ:a;;:$,__ DATE,~-~-·====•-5..,.==~==-=l5=~~ .. • . . • . . . . • .. . . -, .. . . . . . • • 0 • • •• . . . . . .. ... • . . ' .. . . . ;-R:linforcing Steel •• 11/4 . '--I 1/a • holes in plate Adjusting nuts to ba tightcmed aml secured in plcca "'lwl s~el plate is in propar position. 112'.'~ stirrup (:me note 2 l Protection bcr(see ncta I ) • ----l"X20"Support boll "'ith hei1asonal nuts ( See ncte 6 ) TYPE 'A STEEi. PLATE ANCMO~A<:iit . . . -. . . • • • . • • • • • • • • II T." . . ,-"....., ...... • • .. ·_. See CB Wall Thickness l Alternate anchors ----:r------e ·- DRAlNAGE DETAILS Jhf. 6 ol 9 3-1974- . . . . . .. . . . . . .. v ~ C p [[ ~ < w u OJ 1.:.i 2 ~ C < ~ ., ::J ' □ z . ffi m z > CJ □ 0 z z ~ > m ~ I C w '" 1 □ I C 0 □ w II u C 0 D ~ 0 I 2 ~ ~ z ~ Cl) i2 rr: \II ~ "" < w u OJ I -,J :5-tn 2 -+ 5 < ::J .,. ~ .'.' 0 □ z eJ . F:i "' CJ 0 z < "' □ Q z z (II '1 I, ~ I C la 0 ~ ~ C • rr C. "' s D C [(_ " E 0 D ' ,/1 0 I z s C ,-----~< [[ w OJ > ::J z ~ ii' ~ i:l ,.j S C > •: f; ~ 0 C. ;i-1 X X --x------' I I i· ~ , , i .... .... x· a ~ 1 \. ~ \) • ~ l ~ l ..... '. -< 1~ !\,. J~ ! ' j~ ....... I<; 1 ~ X ~ l ~ ~ J ~ 30 ~ FORM HD 92 PF t INLET TYPE OCJ-/ 24-9 I 250 ~, c, r .1 • "l '1;;; , • '>)~ 2' • 0 • ~ ") • ,.,. ... 7.. .... ~ 3;:. •~ x3·4~ Ba,-, "' J ~-f" m . 2·--i .... ~ ~ r· i ~ • ¢ An;:hors -·' • "4•,.r,~·\ CT\ ' C. 055 j SECTION •• PLAN I • FRAMe DhAIL tJeneral Ncte.r See ltf Plans 077 ,. n Inlet Shown .p • SECTli N A·A ' .. A Flow//ne ii_ l rtf-_,2=s '.::, ,. .s·-o· • PL.AN. I , Ill 14__..- I 'lz "cir. -~ I I ..J • PLAN $ECTION 2"x4" /leader hoard lo ren-iai/1 "' •• ,Q • 073 e OG-/ IN cT Top or 9rale el or OCP wall o,oanin? el .. . II. Shown Oil Drainage Plan 51d Storm Drain Inlet {GCP. .Shown) • 8 ♦ • SECTION B-B • iF/cw .Sl',:I Cro/'e ~ J6 R Crole shown Flow ~ Grala .!'few . Flow t . ~ ~ \' I \:)I 6' -o· PLAN oePnesseo APRON DeTd/L NO SCALE ". ' ' ~ <:) -IQ B ♦ • • <:) . IQ • <:) -~ AS • • r-, I I I -- D J H 9.!CJ" or less •• BUILT t 8" OCt. Cov!'lty hut• 7 OR/:/ I ~ . PROJEC'f 'ENGINfE.q S!:.::;t lC:-..1 t,?~. ~~b /(}.() /&ff liEGlS1E.'~lL ENGlNaS NO /a/,74 DATE APPROVEO__j,1'..!,¼c.<.'//ul/<..!~i<Jm<L.<..O.</J.&f'><.LC__;. ~.,,_,,t?'--'/'--'-"9~Z~9'--7 C.S. P. Riser. Ort!/ ¾·/Joles 1n riser lo occepl proleclion bars • • Slorm Drain In/el -----...._ . .-. • ~ ,.· •.. • • ... ;·,-_ ~ ·:-• • ; ..... . -. . .• b: . . --· •• ' : •• •.:.· b •\..:•·'\.·•··•.- b -· •. . • • . . • • • ' • " ;·.5;/(.." I S£Ci/ON C-C No Scale I • " • " • , b • . b. C b• • •: , , .. " . from , "' •·. ' ••• 6 end a C S.P Riser I Yz "cle·aa:c.r __ , ----~~'---:----. See Sid Pion SD 93 /'or _,! ____ 7"'.:::,s~~--i-..JL col/or de/a,/. Use standard +---·+ ----',--- ,6.' ELEVATION lee connection wilh steel pipe lrunkline. R.C.P. shown STORM 0/?A/N RISER CONNECTION No Seate ~ I ~ ------....,..,----------------------~~ DRAINAGE DETAILS ,J/Jf 7of 9 l•l974 (!) z ~ [I 0 [·~ UJ [I] ?. ::J z (!) z ~ [I 0 ,C g ~ C n '· C 0 " g 0 z 5 C 5 ., z ~---2 er: w m 2: ::J z (!) z ~ II D [[ LlJ [O > ::J z n1 1/J I VI ~ tll '° I ~ < % 0 "' ~ < C ,., w ;;; C -~ < "' " ~ "-+ D . P.i m 0 z , ~ □ z -ti ► '" m "' f5 n 0 D • ~ " ► C D '" = " C 0 "' ' ,·, I z ~ C 2 ' 0 ci C ,::: g C I X ' " -x---------- T • . . . . ' • • • " SECTION B·B 0 l T 12· 1.0· 4• lt3" /.0' s· 24' 1.0' 6" 3GN 1.5' a· 48" 1.5' 10· 54" 1 . .5' 10· X 60" /. 75' I I H 66* /. 75' 11· 72" 2.0' 12· FORII HD 92 PF • ,. •c• wo-2 e~;.o cr:::S 2 ~I~ c~cni.:9 FLA~ 0~ COAfJ[ER CONNECTION . . ri ·e· t:icro-2 a110 e11<il 2 t:oh;;:, C[':Cl\1:1\) I ,-.+->.,:- , ~,:,,,,o 2 FLA~ 0~ SIDrE CONNECTION , I. 2. 0 T "A" .,;:~;'c .,= 1ia :!!F!R! • IS" 'MF.C IQ" S" 21° ;!Ir!." 24° G" • os 27" :,,.w ~ @J w.J 7 ,;J' 33" 7 0 :;G ~-w 39• s· 4te Q <'35" Q" 4Gl" €)" SI" s· S4" e" 57" 10" • C, OG c:so· 10· @, 63" 10· en GS" 11" 0 G!J" 11· 72" II SECTION flcun<J odoo of cutlot to 3• r0diuo. Roinf0rcor.1ont • ot'lall l:io 1 'I; inet'loo cloor fvora tt'lo faeo o1 c0nevoto. 3. In ccnnoe~ing _to en o:xiotino otruetcro broofl cut povtlono c1 tll_o cniot1no otvuchiro oi11 inchoa outoido iOG inlorooeHon t1191l t~.o not:1 ~onnoctlen. ll'lond ondri of ;f4 boro ci11or connection opamng os required. MONOLITHIC CONNECTION FOR .PIPES 1211 TO 72 11 INCLUSIVE ( " •• .3-"4 each /bee ·-~ . ·' c::, • qO I I I I I I I ..,i I r I I I CONCRETE COLLAR NO SCALE I New or ex,sl pipe NOT!S I. Ylhara p,pes of d,fferenl chamq/ers ora .101nt:1d ,,,nth a C0nc-r11le co/la,:, L ond T .:iho/1 be thDse of the forger p,pe. D • D1 or Oz whichever ,s greater !. For pipe .:rize not listed use nexl s,ze /or9ar 3. Om,/ ri11nforc1n9 on l)1pes f!4• ant:/ less ,n diameter and on all pipes where angle A ,s less than 10• 4. 5. Jo/1'1 pipes at inverts. Reinl'orcemenl .shall be placed ;J • cle~r from outside diameter of" pipe. • ·.• ;~, ·'. '.}; /i;:~ ~,;"'!-:~'}:~-:'~} ~~,c;~_;_ -"'--c •• ·, •• c .. ··., _. _ ":., , .-.• , ... • SECTION A-A PLAN ~ .:! \J i Iii " .Sil ' ~ ~-::,. 0 lot ~ C( Clst. Counly Route 7 0/'{/J I P0S1 T0tal 5 ii'e"it'" TC t a I No. SheeU d~,.,-=,&{.,_.__2,.=.z¼::.,...,.,:;,:.=ec;,_ __ _ PROJEct ENGINEER REGISTEt,zO ClVIL. ENGINEER NO. 16G74 DATE ••PRav,a _,e,M_,,_,o'-"v.-=t:?""m'-'-"'J""e.CL.r__.?i"'-""'tJ,,...,. .L/,.=='.51:...,Z'--''.9""'--- '--Exist. structure ~~ 114@ G" c-c bolh WOIJS •• M!JNHOLt or INLET CAPPING DETAIi. No Scale AS 8UILT CONTRACT NO: 2@0204 RESIDENT ENGR.8£. Stf!Mli1f!/J""'S,.__ DATE.~~--_.....d5~-~6},~~-~g~~2~-- • ~ .... I ~ r=========================I~ . DRAINAGE· DETAILS Shi. 8 of ff • t } L [,J z ~ 0: 0 J: l.!J OJ :s ::J z [,J z ~ 0:: 0 I ' ' ' 0:: l.!J OJ 2 ::J z ', I I ,;; z C R :0 < u ui ~ 2 > '= 8 . e. a -4 X X --x--------!1 J X X .. -"""-JB SECTION A-A . R£M0O£L INLET@ Nol lo Sct2/e Ir---------------( -~ Oil CONC. fJRCl!FILL • DETAIL Nol lo .Scale • SECTION 8-8 Roadway Sfrvclvre Jecfion Or.It. I.aunty Routo 7 ().RA I __✓.t/~ PROJECT ENGINEER Pert Miles lotol Prcled I 6<~~ REGISTEREfl,<IV·-:::-IL-::-EN_G_INE-E•- NO._/_{,z"'-'/p"'-zL~4:c.__ DATE APFROVED JVo tLem/2er 24 197,9 ltJ.14' " i-=------,---~.!.:!:_ ______ ....Jlt\ -.-------- ------J----, I ---• • ,,-/ .,,......,,..... E=6.b' .. ~ , 2.!)(J • NtJTES I. For olher de/a/ls see lJr111nnvfe Oelt11/ 9/;eel 3. ./' • R. For e/evt1!1ons sie Prb/,!e . • . . MANl=IOLE NO. 4 ® Nol lo Scf!le . .. AS BUILT CONTRACT NO. 2€0206J. RESIDENT ENGR.R.E. S~run(Jl:,;aS~ DATE 5_4-;-~z _______________ _J ORA/NAG£ OETAILS j ~ {~ I '::I:: 2 ~ • • 0 --~"·"' PC ml..,, -L .. ,~" ~--~~=-------~=--~=----r---=--=:--_-~'-_-:-=------_-.--~'----,--~FO,..A....,.AE ... DU=C=ED-P~LA,..;NS:... __ ,;;.,..~=o~=-1-. _.:...,_2_~--3--.....-------------~~--------==,-----------s._11 _ 1 __ 9 _ 0 _ 1 _ 9 __ ..J ORIGINAL SCALE IS IN INCHES 1 ' 1 . • ·--::1===::=':::::_' __ _L ____ --:-______ __:_ __________ _J ____________________ ·_ I :~;.;7:r,r~1~"Lt~1~\7.'.TT!S7 ' ;, • l. ~~-;~::<•;-:\~;':-;!.:·:~-ct'.~::~;.:_~~/:'.'.'.:, '.:_._~} .. ~: .':· /. > ~ --.-• ~ -_ " ,' -• --· .• '--'-' z s ~ 0 C: w [O ·5 :::::J z (:] z ~ 0: 0 z s '---~ · .. I I ' \ ,_-:: t ·~ 0:: 5 < w " [O .c 2 z 5 ~ :::::J ~ . Ii I I I·! ~ ·" ,. n r,; ' - X X -x-----1 X I ]' < l X ! I EXCAVATION BACKFILL -Original Ground or Grading Plane 2' IN TRENCH EXCAVATION BACKFILL y. ,\\ _j Lt IN EMBANKMENT a., -0 2 2' EXCAVATION BACKFILL Ground or Grading Plane d.----N'-'-1 0 -t'"> N L_,==:~:2==1 IN TRENCH EXCAVATION Embankment constructed prior to excavation. BACKFILL _Jlz IN EMBANKMENT EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL . Original Ground or Grading Plane 2' SHAPED BEDDING SAND BEDDING IN TRENCH SOIL CEMENT BEDDING EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL SHAPED BEDDING ~-~ ~ c:i ~~--,-,,+ d~i)~~ .::s,.:.L-+1--=:: ~~"#" 0. I i...- SOIL CEMENT BEDDING 33 Cb.t. Cc111r.lJ ioijll Pd t.\i!IJI Total Prefect 1)7 01"'(). I /$,t) I#.§ CHIEF, OFFICE OF STRUCTURES DESIGN REGISTERED CIVIL ENGINEER NO. 9013 oATE APPROVED November 17, 1978 .. , .. To.ic/ N~ Sh.cch J3 132- To accompany plans dote(I A/41/em,6ee: Et?, /.9 79 NOTES I. 30" minimum up to 45" 0.0., then 2/3 0. D., but no more than 60" required. 2. Slope or shore excavation sides as necessary. 3. Culvert backfill shall be placed full width of excavation, eitcept where dimension is shown for backfill width or thickness. 4. Dimensions shown are minimum. 5. Reinforced concrete pipe refers to circular reinforced concrete pipe, oval shaped reinforced concrete pipe and reinforced concrete pipe arch. Oval shaped and arch shaped reinforced concrete pipe and asbestos-cement pipe to be placed by . Method 2 only. 6. When top of pipe is within 4 1/2' of finished grade, embankment compaction required will govern ov~r culvert backfill 90% relative compaction. 7. The type of bedding shall be at the Contractor's option, but the bedding selected shall be the some throughout the length of any given culvert. MINIMUM ALLOWABLE CLASSES OF RCP FOR METHOD I MINIMUM ALLOWABLE CLASSES OF RCP FOR METHOD 2 SAND BEDDING IN EMBANKMENT 8. "Cover" is defined as the mo)(imum vertical distance from top • of pipe to fi~ished grade within the length of. any given culvert. Cover (in feet) Minimum Class 8 0-Load Cover· (in feet) Minimum Closs a D-Load Less than £:J Closs II 10000 Less then I6.0 Closs II 10000 . 6.0-7.9 Closs Ill 13500 . 16.0-19.9 Closs Ill 13500 • 8.0-9.9 Class Iii Special I700D 10.0-11.9 Closs IV 2000D 12.0-13.9 Class IV Special 2500D 14.0-16.9 Closs V 3000D . 20.0-24.9 Closs Ill Special l700D 25.0-27.9 Closs IV 20000 28.0-34.9 Closs IV Special 25000 35.0-41.9 Closs V 30000 17.0-20.0 Class V Specior 36000 42.0-50.0 Closs V Special 36000 Notes 8 and 9 • Notes 8 and 9 CIRCULAR REINFORCED CONCRETE PIPE METHOD I • REINFORCED CONCRETE PIPE AND ASBESTOS -CE~J1ENT "PIPE Note 5 Pipes with inside diameter of 78" and smaller. EXCAVATION BACKFILL Original Ground /./~1.-.:=-.'~ ~IXXXX?Q<.-,,'Y',¾- 210° min. IN TRENCH ONLY CAST-IN-PLACE CONCRETE PIPE. METHOD 2 EXCAVATION BACKFILL Ground - 0.0' IN TRENCH ONLY NON-REINFORCED PRECAST CONCRETE PIPE Soil Cement Bedding MINIMUM ALLOWA8LE CLASSES OF RCP FOR METHOD 3 Cover (in feet) Minimum Closs 8 D-Lood Less than 26.0 ·c1ass II 10000 26.0-31.9 Closs Ill I350D . 32.0-37.9 Closs Ill Special 1700D 38.0-44.9 Closs IV 20000 45.0-55.9 Closs IV Special 2500D ' 56.0-67.9 Class V 3000D 68.0-80.0 Class V Special 36000 Notes 7, 8 and 9 ,, CIRCULAR REINFORCED CONCRETE Pl PE METHOD 9. Unless otherwise shown on the plans or specified in the special provisions, the class of pipe and the method (I, 2 or 3) for circular reinforced concrete pipe shall be at the Contnactor's option, P.rovided the cover, as listed elsewhere in the plans, falls within the limits given for the method . select®d ·and the class '.'if pipe furnished. Examples: -2411 RCP culvert with a mo:dmun cover of 19'. Closs V Special or stronger with Method I. Class Ill or stronger v'✓ith Method 2. Class II or stronger \'Jith Meihod '3. -361 RCP culvert \viih a mo:timum cover of 271 Closs IV or stronger 1..r1iJh Method 2. Cfass Ill or stronger 1rJith Method 3. (Method I is not allo1,•jed \'Jith cover over 201) The class of pipe and method ( I, 2 or 3) selected shall be the . same thro1Jgho11t the length of any given culvert. . • 10. The "length of any given culvert" is defined as the culvert betv,een: a. successive drainage stri1ctures { inlets, junction boxes,head1,•1olls,etc.) or b. a drainage structure and the inlet or outlet end • of the culvert, or LEGEND r----------,-·--. c. the inlet and outlet end of the culvert when there are no intervening drainage structures. W°A Culvert Excavation ~ Loose Backfill Culvert Backfill . 95 % relative· compaction Soi! Cement Bedding 11111111 ~~%er:el~t~~~f~~mpaction ~ Roadway Embankment !: ::·::·::,;;::.:·! Sand Bedding • "llktlfllf-Original Ground 0.0. = Outside diameter for circular pipes, and maximum vertical outside (!imension for other shapes. R.C.P. = Reinforced concrete pipe. AS.BUILT.' CONTRACT NO. · 2&0206). RESIDENT ~ENGR.8.£ ~S,kvr.ra~L_· DATE ,5.4].~2 NOTE: This pion sheet ond pion sheet SDA62-CA.18 supersede pion sheet A62-CA poge .14. of the Stondord Plans doted Morch, 1977. SPECIAL. DETAILS EXCAVATION AND BACKFILL DETAILS CONCRETE AND ASBESTOS-CEMENT PIPE CULVERTS 3 3 SD A62-CA.IA ......,__-y==----~---=,-~=-~~-,----~--=---~----.;._,-....,,."'"j'---=~~---------------o,;j""""""'-"'=-~-------==~--~-===r-==-===-~:=!..-------...!1 Revised. and Redrawn 8 / 78 FOR REouceo PLANS • o 1 2 3 ! FORM DH.PD-92-PF' ORIG!NAL SCALE IS IN INCHES 0: w ['] '> ,_ ::J z ('J z > ~ a: 0 '--------' I I 0: w CD \ 2 ::J z \ ) ~ c I I I 1. ! 11 i ( 1: ' ~ I: z ~ 0 5 B ------------------------------------------------------------------------:-------------------------------------------------- . ' .... ., Horizontal brace t1ith Truss rod moy be used os on alternate to o Diagonal brace END AND CORNER POST ASSEMBLY ~ 10 21-611 for fabric less than 50" high 3'-011 for fabric 60" and over. Oiogono I brocQ Not less than 3 times ma:t. cross sactiQ11 of post t'.:lilh min.of 0 '.' >( 0 E 2'-611 for fabric IGSS than 6011 high 3' -0 11 for fabric 60 11 and over -- R/W R/W 6 11 or os sp12cified or shown on· ---=el d12tail plans ( See note below) . ,. ,.. I ct. I I 611 or OS spGci fiGd s hat'.:ln an -=-or d etoil plans ( See note below) HEIGHT 6'and Less . Over . 6' • ,:i ,. d •' 0' Broce to be removed ofter all ·01her fence construction is com pirated unless otheri:Jise direcled by the Engineer. Line post 7/ .f '$-vT ,: :~· " :e. . ~- ,,.: -~ 10 I Line posts at 1000' mo:t. intervals braced and trussed in both directions. eitcept that this bracing and trussing may be omitted when the fabric is stretched by equipment. Horizontal brace with 310' Steel Truss rods 10' Type CL-4 =4011 fabric Type CL - 6 = 7211 fabric. TYPICAL MEMBER DIMENSIONS .... •~ I.·; . • I • ";J ..... . • 8 1 Mo:t. Gate Panel Gate post -Gate Vertical ·stay ----3'-0" at Gate post & LINE POSTS END,LATCH e CORi\!ER FOSTS BRACES ROUND ROLL ROUND ROLL FORMED ROUND ROLL FORMED { 1.0.) H FORMED { 1.0.) . C:, (;J [] { 1.0.) H CJ □ . I 11211 l~a· ll l~a· 211 X 1=;4' 2 II 3 11211 ll 3 I; z' 211 X I3/,i" I 'J. II 4 I '12' ll I 51iG I 518'it I V(t I514'it I V4' 2" 2 114 X 2" 2 II X 13/4 2 112' 31/2' ll 31/2" 2 '121ll 2 '12" I 1/4" I 1/21 X I 5JiG 1518" it 1 !14' 13/41ll 11/41 .,. I I ' .. ... NOTES: ~ -1/.-' , IT ' . .. . . .. . I .. • • ~/ . ,, • Revised 8/78 ( . .. • . . ).' .· ;-·-. OTHER HIGHWAYS , • • • HIGHWAY FREEWAYS NOTE: ·offset to be. 2'-0" ai .monument locations, measured at rt. angles to R/W • I ines. Taper to achieve offset to be at least 201 long. . , . FENCE LOCATION Correction Footing Dimension Added I • I. The above table shows enamples of post and brace sections which ma.y ~ith·the Specifications. comply 2. Sections shot"tn in the tables must al£;o comply with the strength requirements and other provisions of the Specifications. . .3. Other sections ,...,hich comply fJith the strength requirements and other provisions of the Specifications may be used on approval of the Engineer. . . . . . ~ . 4. Options enercis-ed shall be uniform on any one project. 5. Dimensions sho~n ore nominal. • • ·-. To accompany plans doted Afve&.6&,.-, ct!, /.97.9 Latch post Oiogon@I brccl3 or Horizon?ol brocra with DISTRI Po ' • 0 Chiai, Oilic3 01 Planning end Oo$ign Flogic~d Civil Engineer No. 2872 Approvod September 20.1978 ~ ·~ • ' C: :: . , . = • 10 I GATE POST FENCE GATE. NOMINAL WEIGHT HEIGHT WIDTHS 1.0. PER FOOT Up thru 6 I 21/2" 4.95 6 1-0"and Over 61 thru 12 1 4 II 10.79 5 II I I 14.62 Less Over 12 thru 18 . I Over 18 to 6" 241 .Mon. 18. 97 Up thru 6 1 3" 7.58 . Over Ovar 6 1thru 12' 5 II 14,62 6' Over 12'ihru I 81 6 II 18.97 ,. Over 1€3"'to . . 241 Ma:t. sll 28.55 NOTE: Above post dimensions and fJeights are minimums. Larger sizes may be used on approval o1 Engineer. 8.UILT CONTRACT.· NO. 2eJ0204 RESIDENT ENGR.R,.£. SWWlf'J,$ DATE • !5~&J-!5JP • NOTE: This plan sheet supersedes. pion sheet A 78-A.I page 34 of the Standard Plans doted Morch, 1977'. SPECIAL DETAILS CHAIN LINK FENCE SD A78-A.2 • N C) z ~ 0:: 0 g ~ 1----c '.>-c 0 § Fi @: ~ 0 9 0 C g g ~----'~ u: w OJ 2: :J z C) z ~ 0:: 0 rr ffi VJ 2! I :J~ z.,. ['J ~ z '° ~-. t' cc 0 < z C 0 ~ < u w z 5 ~ . z g " ~ -~ ' m 0 u 0 ~ g z ~ col l'a ' - 't IO .,, • ... :t .,, .• ~ < u w 5 ~ g; f!. □ • f, □ " n ' C f5 C ' " z ' m C w □ C 0 w C Redi:,icod cover used \-:,here there is no possibility of l!'Jheel loads. Othen:'Jise use Type GCP inlet. in Brocket Grind oll eltposed corners l14 11 Radius One or more wall openings can be used. Location and number as ordered by the Engineer. Dia = 4211 :t O~ning may be cast in pipe. i;~~~;sl.--24" opening J - e, ~-.---,,Jr--6"it l/411 it01-6 11 fl V'Josher ~ 1 --<IJ'"h with 7Ja"0 Hole 35 ~~--1 ~,ur1.-< i--1: • :~, J~e--1. f--·· ,,__ ' J ct, C.M.P. ✓rp I I • --\\-.;,~.---.· ~-[.-~ .---;, 20d golv. nails ~-••••• ..t . ~ ... ----------~~ -clinched on tha ~. ---•" . underside 2"it 611 Redi"Jood Cost l"x 21~• slot in pipe Place pipa so btli's of grate will re p_orallel i:1ith main surface flow II 2 Red1:JOOd top Type 3SR Grate , 1 1 1 . Squared end / ~2·-11112"· -=-41 :': 3'-o•· .... • -=-1• 1.:·l._......-.----.--11;..1 (See Section 8-8 UPPER PART OF SECTION 8-8 TYPE GCP- ·WITH GRATE for bottom design) I ~1 11 I 3t II ,=---16 112"" I ' :r . ·,tt II"> Punch ~611 " holes in angle Slot l~"x 21/411 ©--3/a" Rivets, Spot Weld or ----------------iTack Weld at 1/e points or ~tter . . . - SECTION F-F --,..,J_ T DETAIL 11 F11 18" of 114" heat-treated chain (See Note 10) "H II 2112 II ){ 3/a II Rails 3/a" it 1511 bsnt as shewn SECTION E-E 11-4 11 . min. . ~ 3;4'¢Bolt 111 " holes in pipe <i> I . . ~ I Brackets ~ 10 Ctrs Mait. 41/2" x 1/4 Bent Plate 51011 0 holes in bracket and rail for 1/2" bolts GENERAL. NOTES I. Ladders and Steps-None vequired vJhsre 11H11 is less than 30 £ inches. \'tlhere 11 H''is 30 inches or more, install steps or lcddsr 2-Holes slotted with lowest rung not more than 12 inchas obova the floor 51811 it 111 for and highes'I rung not more than 12 kcches bslow top o·r in!et. 1;:211 0 8 Its The distance be11:.1een steps or run9s shall not e:tooed 12 0 inchas ond sholl be univorrm throughout the leng~h oi thia wall. Place steps or ladder in the t'.ICJll 1;"Jithout on opening. SP.lice Plate 4 21f.2'' )( 3~• it o'-I o" • &5. 6. 7. 8. 9 Ladder may be constructed in one length at contractor's option on R.C.P. Riser. On C.S.P. Riser, connect ladder splice plate so joint con compress 1/2". Ladder splice plate to be connected 1:1ith 1/2'0 bolts with double nuts. Inlet pipes shall not protrude into basin. . • E)(cept for inlets used for junction bo:tes, basin floors shall have o minimum slope of 12 = 3 from all directions to~ord outlet pip3, and a wood tro1;"Jel finish. Galvanizing: See Standard Specifications or Special Provisions. See "standard Plan II D77-A and 077-B for Grate and Frame Details and Weights of Miscel loneous Iron and Steel. Designation of Type OCPI or OMPI Pipe Inlets DETAIL II G11 tt36" C.S.P. Riser ·weld 0.06411 Galv. Steel ~LADDER DETAIL on plans indicates Trash Racks are to be furnished and inst al led on a 11 side openings. ' II 3 Plate Reinforcement (2 Reqd.) SECTION A-A ... A.C. Dike Drill or cast holes to suit and grout step in place 3 /4i'* Steel step, golv. (Sae Notes I and 7) or I11 ~ Steel step Step ..--'I...--¼ =C\J (See Note I) L .J. s11s' -,.., ;,;:=~~~-t -,..,--.-'"-:.-rl 'I -,.., . To suit I Step pipe \"Jail 10. I I. Chain to be provided 1:Jhen specified. Calk seal with plioble miit.ture of sand; portlond cement, and emulsified asphalt (Miitture of I-part portland cement, 3-5 par~s sand, and 1112 parts SS I emulsified asphalt.) .. l~"cJ 111211 :t ~." 0 T""--~510"" Holes for 112 110 Bolts . - I - 01 51,,, .. h I Note: Galvanize aftGr o o e fabricction. (~e Plate o9G1ining 2~,, Note 7} 2V2" X 3/911 X l'-Q" ~J:. TYPE ODI Top A.C. Dike Finish Shoulder Line Drill I"" holes in CP; cast or drill I"" holes in cone. pipe for 112"" mach. bolts, cut 1:Jashers. . • 2,,2 2,\'2. f. .;-.:-/~ ;~ !: ~. . ~ • . . . . -: • , . ... -. • 31 -611 -- Welded Cover :,._ I\ ~ ~ I I i Steel Plate 1 ~----t1i\'·'1 Reinforcement / Pipa Riser 'I 1/ -(.!) 7 II I -- R.C.P. RISER --U> 7" DETAILS OF TRASH RACK FOR PUMPING INSTALLATIONS USE INLET TYPE OCPI or Orv1PI NOTE: This pion sheet supersedes pion sh:eet C.S.P. RISER 075-14 page 57 of the _Standard Plans DETAIL 11 8 11 Diameter Base &. . doted Morch 1977. TYPE OQ ___ I ..... BA~S .... E ........... D ..... E~TA~l==L_F __ O=-R ~o~g~~i~a~e STEP DETAIL SPECIAL DETAILS . PIPE RISER CONNECTION PIPE INLETS 5075-14 b===;:========,==:;;=;::==========~~=~=~~==~~~=~~~=-===============~==j'=====:==r============-·-~·===,;,========i!= a = = = = : i &_ 7 /7 / 75-REV. 8 ADD. DIM.8 REF. NOTE. REM. STD. END FINISH 8 WORD 'PUNCH' £ 3 /26 /76 -REV. LA DOER OET.. STEP OET. NOTES 18 5 & 8/28/78-H OIME!✓SION CHANGED TO VARIABLE G/25/ 74 REDRAWN . ·, ! • f~ · •.': .. 1 _~ •• ! (:.· .. ;ji. .. ------•-~-- • ._·. ·1··<-1t:"·:·f;-''":. ··.:.-· •. • ... ,,. :·.,·. ·::-· . . .J· t~. ;J . • . . •. : . .·.: • ·_ .;.-•• ·,_··.t);~~,/~-~-~~ . .-~.:. "_, ., · .. ',_--, _-·._·: .-• ... -_ • • _::,.~. -.-... -:.~_. ._. ~,:.__~~-~~-:~::·-,:··.r~·'?.:1t ·. __ . .,:e;~,~-~ _ -}~~ • ~. :•::,'"7-:: ~ .·-'_-:1H:::r:::::·;c:=G,:trY_T~..,\7Ti-if.l$A7~'-'.~r••;:i ... ,..._,:;~);;_.:.,7~:::c:.:.{o;;·,1;:~.L.:~vsc:::L:··:::~•TA'<£''.< ·: , .--· ' --. • . • "':t._...._~;t,i--~ . ·.f:.-~-· .. .a-· • - . , • U' •---::i:: ':or r,•-::: ........... ,,,. •l ,. J -~ co--p..-.· -, ... ,, Tl; ~,..., , _,.. I . e-• ., .. ,. c., ·•-·,--"") ,. .. ur,,-,,,;:;· ,, • ,.., ,~--J{, ~•--::--o -. . . . . '; . . . ,f,'~' • •• '.'·<~--, ;~:, ,~ .. ~~!~c·,::~~•;:;\~~: ~;~~,~~~2~~:;·~j~~=~~~:~:_:1~.~~:~=:~~~::~,~ c~ '.-~,:::_>_·_;_: _..:....,-. __ .• L--·-.....;..·_· _· ~· -·-~----------------·-- z c::J z ~ 0:: 0 0:: w en ~ =i z c::J z 5. <( '.I D I \ \ ' fE VI en ' ~ II> =i e z rJ ~ "' ~ I ~ ([ 0 ~ I") -~ ~ IO ~ i-; .:r ,, ~--~~ [[ w [O 2:. =i z z e _, c3 . ,., w 2 ~ 0 g z " ~ w C ffi n C Q C u 0 " u ~ 0 ~ 0 T z s C ' . I. I ' I I I . j \ I ~--------------r : ~ t.D c:: -.'_ ~ .+---'---------~--'-~ Cross Drain Woll I I I I I I ~ Ladder PLAN Thickn • ~--4,~---3'-O -" (8"M1n) I 30" M,n or 012 which ever 1s greater I I I I I WITH 3611 R.C. PIPE RISER SQeNole 6 RC orA.C. Pipe Drain. 36"0 c S P Some thickness as riser . co Cut CS .P to curve of RC or ~ A.C. Pipe Re1nf and d,mens,cns See Note 7 not sho1:1n s1m1lor to See Note 6 __, ,-:;;)----those for R.C. Pi~ Riser -·-E R .C.P. or A.C .P. Cross Drain .. .... .. ... Riser Safety Cage ..,.. ---., ·::·:vDroinoge Inlet ':-( See Note I. l C.S.P. Riser 12" ~Jlin . -Oiom:ater of Slip Joint to be 311 9reoter than diomeier of ...---,:;--,._ - - -• ,. riser. Poc!:ting o1 witoble ,. moteriolz. Oo!:tum or ospholt ·N .: •• , soo~ed 01.1rlop. -~ J ____ , --~--LJ &. )::>-R.C.P. or A.C.P. Slip Joint. :r.o .!: • f 1 1 1 j t II' •. _ Grout :a ~--11,,1 111Li~ --- ~ ------- ------- use Eponit resin cd~2si1Je (Stote Specification A 8040-61J-08 ~ for bonding sLip joint pipe to cross drain. F. L. Elev. 4 11 Molt. centers • ..&~=:::;;;::----r To occompony plans do/ad /l/4,✓em/2er 2.1, 1.9 7 _g J I ;u .!2 0 --C!J ,,, a:: DISTRICT COUNTY ROUTE. POST MILE 07 Ora I /r57. O /f/.3 Chio1, 011ico o1 Plor~,!rua ell:! ~~I~'! Rogl~lorod Civil IE:r.gir::::::r i\!0.ea12 SHEET NO Al"?llove:o December 8 • 1978 # 3 Bors throughout with welded joints -N rt') RISER SAFETY CAGE DETAIL TOTAL SHEETS /JZ. I t Pre -cost or Cost-,n -place R,sars WITH 3611 C.S. P. RISER ALTERNATIVE COLLAR DETAIL C.S.P RISER FOR DRAINAGE INLET IJ brocttel _, ♦ Grind al I exposed corners Yd Radius ,,,--6"x ~4x0'-6" It Wosher w,th 7/0° Hole - WITH 3611 PRE-CAST RISERS ♦ Ladder WITH 3611 C.S .P. RISER C.S. P. OR STRUCTURAL PLATE PIPE DRAIN See DETAIL A ,,.. --- Reinf. and dlm.."lisicns not sho,:,in ¢ similar to those for R.C. Pipe Riser __:~~::-i.k-:;e}--- WITH 3611 C.S .P. RISER Fill ~,th grout --- . •. - = •. . . . ,,, • .. . . . . •.,_; . . . .. ' . . . . . . . . . . . . . . . . . . ; . . . . . • 4. • • . . . . . . . i}z'x 10" golv J boJts Totoi:4 3" 3/a' rivets.~ot weld or toclt~!d @ I211Max. c to c. DETAIL A . . () '-" ...... ~ ·,t . 0-"' - 0 Brocllets@ 10' C trs Mox 4 '12' x 1/4. Bent Plate ' c:: -:i': ...,. '• 11 4 11 ---l :; ~Is O holes 1n bracket and roil for 1/2 ° bolts · ... ' ·e· : ~-,•,!. • ,9 .. ~. .-. o .. :Q • . .. . . . . -.;,~ ~-~::-~.~/~ . -~·-·•·:.•:.: .. -. .,, . ·. ---- ,.,.-Or oinoge Inlet l.ilG Note I) (S . min. ~ -- --·-C.S.P. RisGr - Min. 12" ✓ !.-16 • <> E • ·--...J :::,,,. ~ -/ --Packing Oakum of or suitable material, asph~lt soaked burlap. ffi _[ ... t 1/ t ~ ·-cc: N C a;'E -:a ufo • u-:i 0. = ·- Diameter v-to be 3" -diameter -,/ of Slip Joint 6 reater than ~ g 0 f • riser. •• 2~ X 3/@ Roils- ID C ~ (/) 'h"" Water tight • "' . . C.S.P. Cross Drain . C.S.P. RISER FOR DRAINAGE INLET GENERAL NOTES I . Structure at top of riser may be any standard drainage inlet, or pipe inlet. 2. Galvanizing: See Standard Specifications or Special Provisions. 3 . Ladder may be constructed in one length at contractors option on R.C.P. inlet. 4. On C.S.P. riser,connect ladder splice plate so joint con compress 1/2''. 5 . Ladder splice plate to be connected with 1/2'~ bolts rJith double nuts . 6. Use Epoiy resin adhesive (State Specification 8040-GIJ-08) for bonding concrete collars to A.C. Pipe. & . 7. Pay limit for 36"risers to C.L.of cross pipe. •. __ . . ~ .. 8. Ladder-None required \"Jhare 11H11 is less than 30 inches. Wnere 11H11 is 30 inches or & more,install ladder with lowest rung not more than 12 inches above the floor and highest rung not more thanl2 inches below top of inlst. The distance between rungs shall not 8l(Ceed 12 inches and shall be uniform throughout the length of the wall. Place ladder in the wall without on opening. · • ,, l/2"Gop . . ~ ' "' ~ 2-Hol.;s sloll~d -'"" ~..-l 5/0 1 1" for '12 q Bolls - ♦ 2 -Holes 5/ii O for .!<. ♦ ~ Yi 0 Bolts 0-. "' SPl.,.ICE PLATE -'"" • 2 1/; l 3/~ l Q' -JQ" . () ~ 3 "¢ ~ 1/4 51~1 rungs,galv. (S~ Notes 2 and 8) or I"(> Steel rungs &. (See Note S) (•Holes ,n pipe 31~ 11 Boll -2" l! 311~ x o·-2" Fe. washer d~;:::::::7HHie;;x:_..i~ ....... ~ttJi NOTE: LADDER DIETAIL This plan sheet supersedes plan sheet 093-10 page 71, S093-11 (letter dated 10/11/77) of the Stondard Plans dated March, 1977. SPECIAL DETAILS DRAINAGE INLET RISER CONNECTIONS &, 3/26/76-REV. LADDER D£T. BADO.NOT£ 8 9//6/77-Rev. Riser Safety Cage ill 8/28/?8-RISER DETAILS CLARIFIEO EPOXY RESIN ADHESIVE SPECIFICATION NUMBER CHANGED SD 93-11.1 . ; ; :-- -I • ., ' (/') 0 w ~ I = = . = • [cl z s <! 0: □ 0: l.lJ DJ 2 ::J z [cl z ~ 0: 0 0: l.lJ DJ 2: ::J z [cl z ~ 0:: 0 0: w DJ ~ ~ ::J V) I ttl "' r1 I() I i < 7 N " S' "° cl -0 u5 z ~ ~ 5 0 g; ITT ~ 3 0 oc ~ . '" w ,.. z ~ " ~ 0 z c-i ia ~ 0 " oc ~ " C, w a ..= ~ n ~ ~ 0 0 \Tl 0 C s 'Z 0 J IA» 0 ~ 2 'i ~ I . 1 3 . \ . . ii ~~ C\I Planting Area . )( 0 2 ~ 0 (\J . -c:: ¢a 8.33% Mo:t. >- ~ ~ 0 0 (\J ~ 12.50/c, . )( 0 2 ~ " N 12.5,::,/4 Moll. at curb fi:::r__. Full Curb Height Cross1:1al!t CASE . c:: ·-a v ~ 0 . A Retaining curb if L necessary at edge of side1r1alk See Note 10 > rt) M Front Edge of Ma:t. rt) 0 2 at Curb . Sidewalk co See No~e 11 if located <>--,A or B in center of curb return • CASE s •. Use grooves on sloping Top of Ramp • • portion of ramp when_ • Li 4, j located in center of· Min. . curb return ____ -/~ ~;.: ~ _ Rounded _l 2 % Ma:t. Top of Ramp c 4•~ Min. Rounded .......,__, 2 o/o Ma:t. r• - - - - --~ - - - - - - - - <l 8.33 % Malt. TJ SECTION B-8 Retaining Curb if necessary Depress entire sidawalk as required Retaining Curb CC =:::(rjl==~£!2=%=M=ax=.===::1f_Jj[J-:•ssary T..J SECTION C-C 7/79 Revised and Redro11✓n " Planting .. Area . ·: . . ·. . . ' . . . ' . . . ·. 1 · . -. . . . . - C: C .s::. --IO (fJ (fJ Ci) ...J 8.33 %> Ma:t. Retoining curb if necessary at edge of sidewalk S@e Note 11 if locoted in C(llnier of curb return Pl anting Area CASE C (Sidewalk less than 51 wide) See Note 10 . 4' ~ 0 . rt) M in 0 ·a CX) . -c:: v ·-a CASED -. _,, <l 12.5°/c Ma~. at curb See Note 10 Front Edge of Sidewalk Planting Area Removal ar.d replacement at contractor s option unless otherwise shown on contract plans. 12 .5°/o -~i> Malt. at curb "x" 3' See Note 10 o· ~ . f't') ~ rt) 0 ·a co AorS CASE See Note <1-..JAorB CASE F 6 G See Note 6 · Limit of pay • Front Edge of Sidewalk • 4' Rou r.ded ---....,. ~ i • Cl6TAlC7 ()7 ~ -' ·cournY '10U7~ P007 ~IL£!0 :;t1aa7 T07A.L~e7 llO. Ora I /8.0/;IJ..5 37 ~~ 6' ~ '\. I J A - ---CHlEi:.1.0Fr!CE OF ~ .. t'-•,\!G ANO CES!Gill REGl~i EnEO CIVIL ErmmE::n NO 8872 APPROVED Ju I y 26, 1979 NOTES 70TAL OMO:E!YG I~ '2 I. If distance from curb to back of sidewalk is too short to accommodate ramp and 41 platform as in Cose A, the siciewal!t may be depressed longitudinally as in Cose B or C or may be i·, idened os in Cose D. 2. If side1:1al!t is less than 51 wide, the full width of the sidewalt, sha II be depressed as shown in Case C. 3. As on alternate to Cose A, one ramp may be placed in the center of the curb return as in Case E. 4. IJIJhen ramp is located in center of curb return, crosswal!. configuration must be similar to that shown on the pion to accommodate wheelchairs. 5. If planting area width is equal to or greater than romp length, ramp side slope '1X11 distance = 3 (Sea Cose G) 6. For Coses F and G, the longitudinal portion of the sidewalk may need to be depressed as sho\/'Jn in Cose B. 7. If located on a curve the sides of the romp need not be parallel, but the minimum width of the romp shal I be 41• 8. T.he bottom of the ramp shal I be flush i:,ith the gutter. No lip sl)al I be used. 9. Sidewalk and romp thic!tness,11 T 11, shall be 3 1/21 '. I 0 . I I. The ramp shall hove a 12 11 wide border \'Jith l/411 grooves approitimotely 3/411 o.c. See grooving detail. The surface of romp shal I hove a transverse broomed surface texture rougher than the surrounding sidewalk e:tcept when located in center . of curb return. IJl✓hen ramp is locote<l in CGiA.ter of curb return, it shall be gr~oved in a herring-• bone pattern 1r,ith 114 1 grooves approltimotely • 111211 o.c. See grooving deto i I. Grooves should be aligned parallel to crosswalk • stripes to direct blind pedestrians into appropriate crosswalk. I~.· Romp side slope varies uniformly from a mo:tirnum of up to 12.5 °/o at curb to con- form with longitudinal sidewalk slope adjocent to top of the ramp, e:tcept in Coses Ce G. ~ ~, 0, ·~">· .,::-BU.ILT :trj:C-~ :-:,_~_:._-:-: -"\-:!:.:_ ;;:;..._z_-.;;._;..;;_;;__;._.._=_=-=-=-J- L __ 7 1 13. RETROFITS -When a wheel choir ramp is added to an e:tisting facilit9, the following changes are permitted: • c:: ·-2 ;:. .. .. Cl) 0 Cl) 0 ... (!) ~i~ 0 2 (\J ,~ ,. ,, _,:'/ ~;i: : 12.5"/o Max. at curb Crosswalk ·CASE E ~ • ;'=~ ':{,:'~ ~~·; '-' '.;·~~c~ ;-.:' ~ : •• ,_., ---• • ,:. Os .. ':. .:,: C :; 1/) 1/) e <..) CONTRACT NO. 280204 T DETAIL H RESIDENT ENGR.R,£. Sfruna.\=s ___ DATE 5-&J-SJ2 Existing curb and sidewalk (A) Ramp grade in Case C may be Increased to 4 % . (B} Other ramp grades may be increased to a ma:timum of II.I 0/o. (Never- theless, they shou Id be as flat as GROOVING DETAIL feasible. l • (Cl Where th~ 4 1 platform is not feasible, the width may be decreased to 3 '. (D) The platform may be eliminated if the grade does not e1tceed 8.33 % . NOTE: This plan sheet supar..odes plan Shl?et N 8 -B. I page 85 of the Standard Plans datad March,1977, SDNS-8.2 (letter dated 10/ 5/78) SPECIAL DETAILS WHEEL CHAIR RAMP DETAIL NO. I SDN8-B. 3 01"<..\ G-· IN.I\ L Ci C .:: C I C • (. L ~ 0: 0 0: w co >-::J z (c:) z ~ 0: 0 u: in c,I ('e w I -co Nl «.,l. 2 0 ::J (f' ZrJ GI (c:) .., "" z ~~ • i 0: 0 " 0: w OJ >-::J z c z ~ 0 5 < u :.i ~ " :; ' □ . ' ., z C 0 ~ ~ ~ " 6 0 ~ □ ~ '" 0 @ 0 " D Ei I z s i < z ~ 0 !a ~ < 0 w z " > g; " ~ . ffi w z " □ g z " ' 0 " ffi 0 ~ □ " " 0 □ w 0 " 0 ~ g z s ~ c ~ E' ~ < 0 l.l.J° z ~ 5 " ·" ' □ ~ . ,_ □ PCC Sidewall. PCC Romp Asphalt Concrete Romp at 8. 33 % Max. --- .., See Note I Crosswalk Curb and Gutter 7/79 NEW I 1· I I , I / C\J 12.5%':> l\1ait. at curb 4' . t') X r() C CD 2 ~ CASE 3 / / /· Crosswalk ---- See Grooving Oetoi I t ~ ~ PCC Sidewalk C'ASE I See grooving detail and Gutter . 4 11 Drain See Note 2 - Asphalt Concrete Ramp ot 8.33 % Molt. ,.u D • '"1 rc11n See Note 2 <'.}----_,.T..,..-~~...,.,...,._-- --r I ---~,.;J L I --J ----- SECTION A-A 4' Min. 8.33 % Malt. L 2 o/o Ma:t . . " '-----~,-.... F--~=-~-.___ ?------- - ---1-= ...._ ___ , _ _1 -Port land Cement Concrete 3 \/211 Minimum Thickness SECTION B=B Crosswalk --Asp ha It Concrete Romp at 8.33 °/o Malt. See Note I I I Safl Grooving Detail 411 Drain See Note 2 CroSS\'lalk I I I I I 12 II To oc~ompany plans dafod /l/4J/embe_r 2t) I .9 7 !J V ' D131'AICT ·coUl\lTV AOUTa poo-r tjH.GO P~:..mv 07 TOY~ ,~, ,9 Ora I /tf.0//t?. '? CHIEF, OFFtC:E OF PLMJ:-.m.VrJO c:::s1a:• REGISTERED CIVIL E1JG,1EER r:o 0872 co. '38 APPROVGi:l' JULY 26, 1979 NOTES 1. Aspho It Concrete Ramp side slopes shall be a ma:dmum of 3: I. 2. 4 11 drain shall be O .13911 min. thic!.ness steel pipe. Pipe shall confoli'm to rodius of curb .and be beveled to col'lform to side slope. 3. Concrete finish for Cose 3 shal I have a tronsversGI brcom@d sur1ccGI tG1i<ture rougher than the SUli"li"CUli'lding sidei..,al!.. 4. RETROFITS-\fJhGln a wheeichoir romp is added to an e:tisting facility, the following ch~nges are peli'mitted: (A} The romp grade moy be increo&id to a ma:ti mum of 11. I%. (n$ver- ' theless, it should b:e OS flat OS feasible.) ( B) \f✓here the 4 1 plat1or m ie not feasible, the t-Jidth may be decreased to 5'. • (C) The plgtform may be elimino~ed if the romp grade d0$S not e:lcectl 8.33 % . AS BUILT •• VOVC>!. ~~:!□VO /32- II Approximately 3/4 CONTRACT. NO. 280204 Curb and Gutter __ :.._ -:,- .. -. PCC Sidewalk CASE 2 . ' -. • ,·~ .--•. ':' GROOVING DETAIL RESIDENT ENGR.R,J:. SrruntJI""'S,...._ DATE 5~4-52 SPECIAL DETAILS WHEELCHAIR RAMP DETAIL NO. 2 • N8-C 0: w co 2: ::J z I!) z > ;:::. ---c [[ 0 I I I I I Ii ! 'i I ~ X . X x------- . . . .•. . . j it ~ X It l ' ~ " . ~ l lt:S ..,_. . . .._ j ~ ~ "'i \,.. J ~ . -~ " l ~ -...; 4.; ~ j ~ X l l ~-l '% 39 -:i:: c:s ,. -FORII HD 92 PF . . • Ol?A//V,40£ ..... -~ ~ ""4;:i k k ~i:c The t'Vfl"TI'?:. shown 1P1 l~,s co/um11 for_ atXI? intltvidt1t:1/ ~: ""' § ~ .. ""{ ~ \.... \.... l.l,I ~ por ,on o work is a ftno/ pay 1vonftfy. ~ ...... ~ ~ a.:: "'-l ~ ~ ~ ~~ l>l ~ ~ ~ ~ -.JI ~ !:t l\E t:,Compe:nsoho11 ,nducletl /n /he price of AC P ~~ ~i~ .... ~ ~ . ll.l ~ ~ ' ... Q;):, t"' ~~ ~ ~ '11 ii: ~C!t --II ~ ~ ¼I \,) ~ ~ t.) k (:) Cb ~~ ::it ~ ~ ~ ~ ~ .Of'?AIN4G!! ~Y.?'i.i'M ~~ ~ \J ~ ~ ~ If ~~ I::) '-a (,) ~ l\ ~ «: ~~ ..... t$ I.!.! ll! ~ OESCR!PT!OJV (J/!J ~~ ~~ ~ ti "{ ~ ~ 9#/t§i Alf), NO. 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S./!} (,.80 /JO .. • ----... ---------------~ ---·-----··--······--··-·-·--·--· .---=------------. . -· .. ~ ,-.. J-71 ; ;~:I"~ .. P;:;1 ~ <>= -~I . Tcl'lll P,~ "'-. . ~ !f:#(t!-5 }9 /]2 --•-n --•• ••-• -•• S1R?Ve1t/ffE' H, ~~ .. ----~ L!St PaOJE~ 11.."GISTEl!E Vil ENGl:..S NO. /6(,74_ DATE APf'l:i:OV'CU /1.lti//em)er .?~ /..97..2. . R£/!Vr01-ft£t) t:tJNCREiE PIPE ~ ~~ ~ ~---(;!) ---~ \) ~ I,._~ ~~ (/'I~ Cc i..:: ~~ ~~ IIJ'' 24" zr" JO'' 33" • Jtj" 42~ l.!J ~~ 3G ~ ~~ ~ 1.1( '-I.I 0 ~IQ ~~ '3 ~(., ~~ I.F !.F -. l.P /..P 1,,p 1,,/1 /.,p t,P I. p Lr Fi . .J/8 7.7 4 t.5 I 318 3.9 . . 342 ,j_ 9 q IV . '-; 88 J.Z 'f" , ) 'M I f- 108 J.5 . I .16 I 1:0 . -. 36 -1:3 /8 .l.5 . . Z50 I4.Z . . I " . • -. • --· ---. . 144 J.G . . -. lO 4.5 , 122 . .J. f, .·. ·-. JO z.s .JO 2., - 78 S.5 /Oi 4.5 -. . . . .. . . --'. ----·-., . -· . -- 50 l'! --- . AS BUILT . .58 6,2 . CONTRACT 2€0204 NO; . RESIDENT ENGR.R.e. S~i?l!v'r©i[} DATE 5 = cf}. .. &J,~ Sht. I oil -I ' . . -----·····-· -·-·---------· --·-· ---•· J • ., . . . . . ·---·---.. -------·· ....... --·-.. ·-·--· ------·-·-. -------- i,~-,,,.,, l'·. "'· ,t • -~ 0:: w OJ 2 :J z l'J z > ~ -.J cc'. 0 0:: UJ w 2 :J z l'J ~ -· -------------------------,-------____.:_-------------.--------------------i---------------------i-----------'---------:-.,,1 {) X X -x------ ;i ~ ';:;. X ,I; 1 • ~ J ~ l ~ ~ i..: ~ <:,. ;i -?::::. "' ~ j ~ ! t i ~ "-5 "' ;i X <:,.. -!:::: "' j ~ i ~ 40 ~ :t:: c:::; FORIII HD 92 PF . ** The 4u_c,11/;/y shown 1i1 f~,s co!vmn for_ ev1ch indtviclva! por!,on of work is v1 f;na/ pay 111anftfy. i;i iXn-Compen.safion included in price of flCP t)l?AIN40E srsrcM !JIIEEi NO. NO. 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DATE 1 .,.i1J.-"©12 Sht. 2 of Z . •• z ~ 0 " ~ b ii 5 9 (:) 5 8 w (;: w Q ? ~---~~ 0:: w co .2 ::J z CJ z ~ <c [[ 0 I \ ~----~ ~ -1 p "" :s ... cl l I ~----< 0: w co .2 :1 z rn ~ 2 ~ cl w ; 2 lf ~ ¥l ., ;s z ~ ,'.: 0 ?.: - X X --x--------11 ' • Pacific Cot1sl X ----- O+OO /+00 41· ' Sct1le I ,, ,, I • = ;;t) Hor13. I"• .5' Jlerl. AS .0UILT 7 //RA I PROJECT ENGINE:R PW Mil~ fetal Prc1cct 4/ ' 41 ,,21 REGISTERED s,,'IL ENGINEER NO //,,/474- DATE APPRoveo,_~;f/4~""'v'""e""'~'-'-'-S<,6:""-.e:.1.c__,E=~~/.,,.'.3~7'""9~ • l J \ _j. ~· ... --~ j \ ; • f i eik.e Pnlh • ... 20 JO 5 0 .-------, ., 0: lJj OJ ~ ::J z C!J z ~ 0: 0 ~ z ~----~~ ~ rr \I) "' [,J [I] I -~ I") <+ ::J IS" Q z~ N CJ '° z ,... > I ~ '5: I---c :r IT 0 ~ ~-----,,, ~ ::? 0: ~ w r i I I • I LU OJ ~ ::J z z ;;c ., ~ ~ 0 J f ,--:, - X X j x------,l X J ·, /'0 .:~ l ; I. ~ : '- -:;:.;. ;_;._;_;' -· 1-~~---~--- ----f-····-~ . ' 7- i . . . : ! . , . . ,. . , . 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' . . \. : ' :·1; , .. ' . -··- ·- , • - •' , .. . .' .. . .. I • ._: .. -.... " -" .• .. -· :.•. ;- . . ... ·•.• .. ' . .. _: .:·::,.·.:_\_ .. . . ·, ---. . . . -: . • ' . . -. . .. ,. ..... ' -... .. . ·-. ) _,.·._.:-.;: ... ' •.. ; .. ·, . , .. ·-.:r··: .·' .. , :: .•. , .. . . ··~· .. ~ •• .• • _., ✓ -.... • ' • :--. :-..... -.• ··-J ,._. -:: • ~.~ .... :~ ,--~ . . NO COl'!llECilONS THIS~--,·. . . . . .. •. c;, .:.. -t-e~ :,. . .· •. ' ·,. ;' -. -. . . : .. i • . - J .. - , ,- • ' . .... . ' . ... ·--: '.• .. : -...-. . . . . . ,, _; ,'-.. . -· • C0NT1ZACr J·!O. 01· 2S0204 c.e.o. tJo. 97- ~ COUNTY SANITATION DISTRICTS ORANGE COUNTY,. CALIFORNIA DISTRICT NO. 5 ' .•• .. . ·.,. 1··· i :: _., .-.. I : OF BAY BRIO.GE FORCE MAIN RELOCATION SHALLER & LOHR, l~C. l503S0l 7U COAST 0!11\'E • snn:·103 COST.-\llES.\. CAUf'Oll.'\L\ D;:GJ6 '71'J7S••sn• L,A.,0PJ..,"-'O,L~C • Cl\'11,L.'\L,L,l:CHl'\li • M K\'£\'ISO DESIGl'l,ED BY DRAWN ev. SHHT DE SCRIPT I ON APPROVED ~ATE li-----+------1 1---'----------:R"'E"'v""1,-:s"'1-=o-=-N,-:s:--'---== ..... ;;...;.~ o><r:•Eo •• -;-,t;4?-1/)t.,_. 4·/3-g/ --,,.Gu.u:R ~ C E. "~~ OAT( 2 or 2 SH~(T~ .• • ·- (!J z ~ [[ 0 0: lJ.J [O 2 :::J z [') z > ~ .__,_ 0..: 0 ~ ~ '5 11 w ~ 5 '= . z Q " "" 0 ~ I D CJ D ~ C, -z :s n ~----,< ~ § < z ~ ~ 0: < w '-' [D ,._i ., 2: > '= :::J z \ I ~ ' 0 ffi 0 > 0 " ~ w ffi □ C @ C ~ ., ' 0 C ., ::-, fll ~ ~ i I I I I ii. I I X " -x------------- \ \ X • ! ., .. --"' C' J .. ... , 9 M i • ;f .. i,; .I a, .. ' "' ;,.. BR/OGE RE/.loVE/)' J "' l z 0 J ;:: 44 :i; cS FORII HO 9Z Pf ~ .. t;~j I I ' I . .. _,~~ ,. __ ,_,_, -.. . . ~ ~, : .----' • 1· ~ : ~-- 07 ORA FU:OJ~CT ENGIN£E~ tfa, Te:til J 44 /3:21 SIEGISTE~C!VIL ENGINEE;t NO //,,/, 7 ,tJ oAre APPRov.o__,_A!l.!V,,"-'//,~P-'""m~/;""P.""c-·""'6'""~""'""'/._,,:9"""'"Z"":9'--_ 15'" V.C.P. CITY OF NPT. 8. (SWR) APPROX. LOC. HS 4-21-76 24"M.L. CITY 01" NPT. B. APPROX. LOC. H8 4 -21 • 76 • Nold: Ql/ldtcale:J (('eplh of 1as hiJe .be/oJY ex 1sh;;j j'rlil'de. . UTILITY PLAN SHEET I OF 2 •• CJ z ~ 0: 0 0: w OJ > ::J z CJ z ~ 0: 0 I . 0: (I) w I OJ fl) ~ d" Zc,1 CJ 7 s ~ _.,_ n· 0 0: 'JJ OJ 2 ::J z ,(I I ~ • r) ~ - ""' 0 "' ... ..: :t o./1 " rn ~ z =i a z ~ ~ l C: C: : 0 "' . ~ g C D D CJJ U C g \l ~ 7 ~ i5 cl Z C ~ ~ : • ffi Q z ~ c. 0 Z !=i ~ En Ct II ~ O w & ii § 8 ~ '~ C 9 ~ I , I I ' . X I " • • x--;----------- X :,.. FORM HO 9? Pf It ti I s ! -l ~ -a.: ' . . I: ':J ~,.,-~\; , , ' • • ,::; • I " ' . ' , , . , • -✓;~~.~•,,:.::;</>.' l •• J t--·· ... . . 2 OU. P.T, 0 T. CO. A~~O:t':-Lo_c. •c• ISOLATl::O ~2 4-1:1-7G .J ;'! !, '.! t -,,-· . ----------. . . ·-·-:._,_:_:~--__ --:~'" .• . . . , .. : / ._. -;": ;-.c":·; .. • . ... eo • 0 eo SCA1.E Ill f£1;T ' I ' IOO . ··-._. .-· ' < ' '-' . , , , , ' I I . ,,· ·•. •, i • .. ~ JI ,~·,ch'.·--~ ;, . . ~~-v--:., ,• 07 ' ' ., "' Pd t.!:!=1 ,~~·~I~ ' •, r . ' ? --; I I > I ' I I ' . 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FOR \IA\JI. ~ e PILE SccE 6RIO(:,E P\.P.NS _.......__~ -----, I I I I I I I I I Ii?, I • 2, U:I '2. ~r.?t.-:::.C-:lt'J. COPP'l::'x ~~su.a .. .l~~.,. <:.!i.3\.!l For location of access man/,o/es ,:;nd o,cen,ngs in fhe s7'ruclure .s<:e Nor.lh Arm Nev./parl .8oy .Bridge plo/Js ..J ,n t ♦ "' - . ·\. \. ~ ·- - \ ~a,.~,-Wl.9T"H 'W,\ST Ct 'H.A,<';::,'rl.~'..3. ~A\...V-) VARIES ···-. .. ~ ... ·,.;....._,.,,...~=-....,,,.-~,.,._----......... ..,..,.,..,..,.,..""'""".,,,....,...,.,.....__,,--r-,,,-..,,."""'.'"'~~~~ ,, . / -·) ,:;,_,,,. I ' "'"-<->=, .,... ~~ . ..__, f;::I ,~, r:,.-i"'l:'1 '"-!~":I 7 t}/?/J I 18.0 /,8..f' 47 1.12! «. 2t::""~~..,_..,,,---~ 1!:GJS~D CiVll [l<ll!>!a"-'I - . c'. ~ • • •' • •' NO //2/2 74- 0ATE Ar..OV.O ,#t/el?'J-6,qc 2'0 1-97.!J ' .. . . !~, .,,_ • .b.a,=:,,,'t, ~';1 ~ . ·ai "':.:. ~ "=· ~-;, ·, ··-~ ~--:. !~ N01'E:. • . . . . - j / .. , . \. -·, -~ . \ • - ' SUP!'Oe,'S ON MAll.\M\Jw.. !' c.c.o. #9 SIJ'P'POE''l'S Wl'l''v'\t4 C m, P\'P'e, .l01t>1,S. MO'"-r'r~ I ""o;;i. '?ROl"\\..I::~ ov \'JA"TIE:R MA\N -..1::a: \...\W'= N'l I -~\.151::T 4 \..1w1:: ~g'l -s..-11::e·r '=> APFQO-,fO • MAIN OT( C? r~~i.'J~:rr o~-Ot FIJi?L!C \1C!u<S Dol'Am'l!.lE!lT • - . \ . . z (:J z ~ a: D L ___ __Js Q. 0: w [!] 5 ::J z (:J z ~ 0: 0 0: w [Q ~ ::J z X X --x------------ X FORM HO 92 PF- I '--;-, . . .. ;,,~··,..;vr,.,:'; ,:.·. -. , ;' , "\ r:: .•. : . . , •• ,, +-.. I , .... . .· f 9:,. I I I ' t / :...· " !/ ). • : I I ! j I J I I .· .c ',· ,·~ " ' 7 ' • ' ' '-. ' -') • _: -~~-~r~·'·~~,-~-- ~;..--....-:;_..,;'j - 01<. 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S~ili!J!ftfi![{; QATE·= ~==~~5~=~6J.~· ~0 ©~->zg~~,=:=: eLv,.::,:---ru-s~T 668 1 c:= 11 .=l I l cc1,u1u1.nxa ava. Rmawa■aa N:.WPCRT C::..NTC.A 359 S11n M,g,.11! Onve s, •• ,"' ::irl/'1 Newport. BB"ctt Cshlorn,11 92660 1714) 644 0563 - ... DATE E!Y DESCRIPTION REVISIOtJS •• 01:i.t. County DATE APPROVED PUBl.lC WCiU(S DHiEC'TOR R.E. t.rO. ('2@'-':'i" APP'D. o,SJG~ED I Pe;t l.!iL"1> T~I Prc;...,:t ~ T=-1 I t!::i. !~ REGIST~.aO CIYJL ENGJN<El NO /6674 Mvembec 20, ;g Z2-. ; I • WATER MAIN PVBLIC wom<S DEPARTI\JENT SHEET 4 OF 8 -· -. ·, ' ' ·-- ,, '")' ' •'• . , .. ' ~~•},'.;~ ~ ·'' ''"'J '., ,: . . ' . ii;1i'f'! • ' . ' ' , , -· . ' ' ,. ,.,,]< • ' .,.', -.ii· :r '• ,,. ,, - ', " I" ' ,., ' ., i' ' '•)1 .··L "1 '. I") . ' ., • ' t I •, ! ,, ); . '' • , .i ~: (i " ' 1." ;>·• ,' ' ~. : ' ~ ii ,:, r, . ' '1,·; ::_ '.) 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WELO INS/OE ~ OrJTSIOE NORMAL LAP. I 1/2 " 24-" PIP£ ACCESS MANHOLE see e,e,DG; PLANS. JOINT DETAIL ON BRIDGE NO $CAL€ ' ' r, AIR VAC L..J....c--------, L---1VALVE t.,.---'"' ) I z.• ADAPTO,e. FLG XCOPPER PIPE. > .. . ' . " 6 '--------------------------.J -,. -. r . "' .. • .. . . ,. .,. 3"sleeve THIS DIMEA/'510/J : .::: 13' rOlr? I t/z1 J..IETG/? ;: 171 " 2,. #·, .. i I MFfTb? ~ FLAIIG/:0 COOFUJ/5 70 B£ /!l57AL/.EI) /:JY Cl7Y AFTER MET€R_i BOX IS //,J PlAC!!?,._ I . I '. SlOPE J/4' 10 /-o•./} 1 A>/G/.E' VAi.Ve' WITH Ft. AI./Gc-COJ./Nl3C7"10N JAMES JONGS J 1527 F V✓ROOGJ.IT 90• €.!.BOW • /4 0,. , OR Ba.ID CAAi 6€ Maoe a, ••• ••• WtTI-I 4PP/r'OVGO PIP.€" 8€A/D€R ' WRO!.ISJ./T COUPLING I~ ov.t:=K.· z,,,. FROM EL.BOW m CORP. ST..""'P COR"POR'AT/OIJ STOP JAMS JONES J 45 A. C. WATE?R MAIM· .. ___ ... -··· DOUBLE-BRONZE' SERVICE CU.UP WITH C.S. THR€ACJ ·-·· J41vfEs ..,t)VoS ..J-97S MOEL..;..~':.::? H~/6000 CHR/:3:'7',, l:"'d.2 NOTES -· ,,•· .- I MET£R .80XE5 GC/8J£'CT '72::J TR!AF,FJC ,o4CJ/#,5 fl'/L.:... .eEqy,,,.,e C / • 7,e4;;:::,;;:1c CC)J/ERS. ' Z WRouah'T COPP=P ~ITT/NC55 5#4., .. .::... BE 5/L//ER &R4ZEO 7?:' PIE TuB/N'S- 3 NO COUPt.tNO' J,tl/LL 8E PER/rfll'TE.O .13£'T.P/£EN CURB ST-:JPANO C<;J.,:ZPCJ,(?AT/ON ~ 5TOP.,EXCEPT W,41.EN L. f=NGT.hl a:r.wee'N ELBOW 4/vO C~P. STOP EXC6'eas eo . . d .JD✓4CENT GERVIC£~ MUST BE 1a·oR '-'?RE4TER .::.EN7E'I< ra CENTER. 5-. rQQ STO Se~MCE r,,;;::, 7'0 ,!/IVEO A-V.0 COATE.0 /.#A//✓B SEE BTO. -.60~·.t!.. CRAWN ,4..LM. DATE ::5.-t-:.73 "'"" 7 tJ/lA I l#.0/ 18.5 52 IJZ I PI?0JEC1 Ei\tGlNEi;R Rc:GISlou;0~VIL !N.GINE:i=:~ NO /y(p 74- 0ATE APPROVED -1-l¾.!..!"1~//,'--'-c?<..!.m=AL..eL.t: ........... ?t""'%;,...,l.'""'9"--.~Z--"9'--- --x-----. _____ _ _ __;;_ _ ___;__ I . SECTION A-A CD NO 5CAL"E: X FQRII HO 92 Pf •• F/Nt-e.o GGA&>e~ //l '- . . • I ,, /UATC,t./ 5.KIST. M-4TL. . . -' -~ o. ~-··./: •· .e:: .. :~: • ·.-.ii' ~ ' ,•- j ~ CITY OF NE\.'JPORT BEACH DRAWN _,, 1 M. DATE 3 -,-73 f I u-----....:..P.;:;.us;:::;;L=1-=-c-~:.:.·10;:.;~"'K""s;....:;;o;.;;E""PA""RT""""M"'E:;.;N;.;.T __ ---1 -•oveQ;:, ~ ~ , 1 _ 0 • ~ "" V&t.VE. eo:t COVE/:1 • ( UBLIC \'/O~~s CIR~!i,JS'<.,."'I ..._ R.E. NO. \ SCJ../E'DU,L £'. I • . . •. STA.VOA.QD VALVE eox COVe,O AS PE,Q sro.-511 -(. ·, M=.:"NANK"J'U.-TY.1-'E °T-:.PP.1NG SLEEVE I ........ • --+------l---•·---'1-----+-+i+----+ ----l-+--- @ I © c. I. CONCRS-7!" ,4;/CVOR 8lOCI< STEEL ANCJ.IORJ' FITTING LE'NGT/.1 111/DiJ.I OEPT/.1 SI Z £ Ol/ANT. 1./:NGTJI 2 11.S' /2' .X ~•BeNO 4.0' 4.0' 4.0' ,: 2 /2.0' lf/4£1/A rlON WATERMA/N- SEC7/0N €LE VA 7"/0N t?eJ;.-GTD•Sta•~;J;,,,';..'t.~ NAINLING G&ITE J/4£!/E ANCHO~ eeP.sTo.•st1":.f~·t;:;:,_ CITY OF NEt"JPORT BEACH ORAWN At.M OATE S-/• 73 CITY OF NE'lfJPORT l:.C:ACH 1----....:..P.;:;.UB;:::;;L::,:l,;;.C_W:.:.O::.:i'lc.:.:K,;;;S;....:;;D.::E;;.;PA.;;RT.;.;;.;.;r.1"'E:;.;N;.;.T ___ ---I APl'RO,F~ 7 1) -n-1---....:..P.=,UB::;;L::l.;;.C_\'J:.:.O::.:ilc;.:K""S;....:;;D;.:E'-'PA""RTC:.:...::r.c.:iE:;.;N;.;.T __ ---I A.Cl'ROVE~~:::·:1 -~ -11 - TAPPl!JG .St.EE!/e A!JD GATE (P sue WO~KS 01,i!,E~T~ ,4NCUOR CLOCA: .OErA/L,S' VALVE F'Otl CAST ltlO.Y 01? ~-+-+..:.· ~R==-~-M!:'.=t:J'.2=:;±._ ; ;:on A.S/3E.STO.S CEMet.lT PIPE oRAw•N•'<lll .STO-S07-L I GATE Y.:t.e.YeJ <£ Ye.W/C'Lt. SG'NDf CRAWN AIM / P JBLIC WORKS CIR5~,." { R.E. NO. DRAWING No.s70.,-soc;-L • DATE S( ~ ,c-r::,g 7APP✓N0 ✓N!J/,,,dLLJJT✓ON 7z:> ex.1S7/H6 M.d✓NS. see 57.0-5t::J7~L.. F/ll?E >IYOR4N7" 5HdL.t!. SE ,../t:JNES ✓-3700' 4LI. 80.JSS .i,s/U/,OPED .W/~ N. 5. T#Re.dOS ~ /-4" OU7'LeT ~M'.<!L To CC/RBF.4C.!: q' ✓-2l~•0(.17L~"T,::>,4,t?,4LLEL TO CURS r4CE. CAPS 4 CC5:R4T/N6 V,dL.VE 57=MS ""r.lAL.L N.4VE /'/Z" PEN7'4<iit:W 0-".=J?4T/Nt$-NUTS . DliSCRIPTI0/1 REVISIONS APPROVED PU~IC WO~H'S D1RcCTOR R~. NO l'2.BtX DATE _.=(.,,r....:::.•..z.:: ?.-CL.. '7'"'"-----1 AP?'D. 0.s!GNEO DRAWN CMEC:KED DATE PIPE 8EOOINCi $5¾ COMPACTc.0 8ACKFIL/t. MIN-S.E. 30 • COMPACTEOTOS5'¼ • .. . ' . . . ~'(• TRENC/-1 EACkFILl [!. PIPE ·- BEDDING DETAIL NO SCALE • WATER MAIN PUBLIC Wcm<S DSFARTI',IENT ---------------:-----------..1....--------------------L-----------..----------1. ________ ....:_ __________ ___JL_ __________________ _ • • • --.,...~.,,,_,--~, -__ .': -·'•-•. .-. -·7-¥·-·~•.,,-,;~··.,:.• • ' ' .•. -,:_:, . -:.'' • ; .. ;:,;:S CJ z ~ [[ 0 [[ w OJ > :::J z CJ z > ~ [[ 0 [[ c!J [!] 2 :::J z CJ z ~ 0: D < ~ ~ _, < ~ ; z 5 ~ . z 0 fa C 0 E 0 0 g D I z < ~ ,,a II\ ff! I -,.,..., ~ . N jVI .,, "' I ~ .,:. :t 1,/1 ~----., [[ w DJ 2 :::J z rn ~ ~ cl ui ~ ~ -' 0 iE cc 7 ~ /() C < '" ' D f, Q > G 0 2 ~ D C " D '" D ,_, C , 0 0 • ... . . . 20' l:A5EM!:N7 !!if'.::c.3-_~ ~~~~~~~;· P:lOTECT ANDI~ REPLACE l:J/157/NG LANOSCAPING 6 l~P:iOI/NleNTS . \ . -- I .• : • , .- . . . . . ~-. ! ,. , . . . .. ,; . ------- SCALE, 2 PLAN 1+~20' PEOPILE IP=2' I I •• ---I -I r------------------- I I J0/1:1 EXIST s• A,C.P Wl7H ~re·xs• li!T TE/ii • ,, " FENCE 20' //TIL/Tl!:S t P:ZIVATe Al.LEY A.C. PAVING 2/' e· )t B" li:7 so• BEi'JD B" A.C.P 8"-14-° FJ.G 1-RT BEfJO •2 s' EJCIST 24" MLSC 'STEEL PIPE ..;...f --n-<r.C0'""1H ---) El.EV ~2.3 - EXIST eN FLG. GATE VALVE W/Tff B-F SECTION tJ':."O" SCALE I"~ 4-' , ' 2N'/'✓A7EE SESVICE PE/2 DETAIL SHT.I SACI< OP 11'/A!I( B"A-C-P. Cll:?B LINE />II 5' ~t.?l= HYO:?AN7 t (;ATE VALVE. P,F!] OETAIL ,HT. 7 • CAP EJJO CF LINE It Tll~VST Bl.CC.I<. DETAIL "3" $CALE AS BUILT CONTrtACT NO. 2&020~ RESiDENT ENGR.R.E. Sii'Mfiitlif5 DATE==-=~5~~=0 ~~0 ~~j2~-:.-~- ~T c:!JWiTC.A 358 San M,QU0:11 Dnv•. Su,re 2rxl Nev.POr-t Beecn Ca1,10rn,e 82660 {714)6d4-0!SS3 ll.<TE 6Y DESC!IIPT!rl:i REVISIONS ~::: --~·-~ •• ~ -:-, ...... ·-• > • \ • ---. -•• --• • ---~-~·- ""-:-::~~~="":""""=.,,......,...,..,.,...,.,....._...,..,...,==_,...,,,....,.,..,...,.,..,~-c::,-~~,,.,..,,-=.,...,..,.,. .... ,. ' • .. "'\ :t· · . <. ,-~i-·:?,-:;.;~;UNOER UY DIR!::CTI0N-AND CC~hOl.. ON THIS DA"i'E tN SACRAt.~~0.:CAUFOF .. 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CD i !::: O> X CD j !::: O> (D j !::: O> ~4 FORM no 92 PF \,_ ) ""~-~ ---------\ ~ ' ~ ) r' ~ J. :~; 'r) . 'b! s \ ,~t f, 't ~fV'~. \ o \ ~_j ~ ',.--, ~\ ' \ \ \ \ • ~ ._ \ . -., ) ~~~-~ /' . ~-"· • ·--.. . ... ~ ,· -.,_ C ;$ti~ , .. -- ?'~,--0-»JCK WALt, ' J;ONC. BL - 4'HIGH r ; ' H ~ 0 \ .c .- Q.. • .: .,._ .,.,. "" ---:_',),:> ".<c:, -._,. .. . I . ... . /if: .... ; -. -. ·-.-. . .. / / .. : .-. . . . . . . . . .. .. 07 ORA PROJECT ENGl~EEi? DATE APPROVED • __ __.._,., ,~ J.\il::i Teml Preie<:t 3-4- ~ ~T~~ I ldtJ 18,5 54 IJZ ~~ CIVIL ENGINEE~ REGISTc~ro 1,;, 74 NO /n,. •· ~\:':, •.• PLAN I OF 2 I I ~-----~< '.I LLl [O ?. :::J z (.') z ~ <t n-o 2 ~ 0 e, f5 tti ~c: C: ~ ~ :i ti ;:! 6 "' ':! ; z s g Q ;:;:: ~ § [JS o F B: ~ ~ 8 ~ l C B I L-----_J ~ [[ "J LI.l I [Oct) §4" z ('t (.') ..,, z, ~~ rr- 0 I \ 0: LLl [O ·5 :::J z (.') 7 -s f-l CW) -.... Q .n IA • .. :E "" X • X .• • I ---x------------- • X rQRM HD 92 PF .i a, .. ' "' Q) .. ' "' 1-+.;;....;i • i a, .. 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X ' X FORM HD 92 PF J ."\ .::✓ : , . /'; ✓ - - -- - -- - I . -: ·. - -...,-~· ·':•~::-:~:.:_.:,, ~.-.·-,.-.•<~.·.--'le. ~ ., -..... -. .,__,~,___ -' t.J -:--' • ••• , ' ;,,; }, ., • , -,-i.::::;:,::;:;~~;fi,'.:;:;~:;;f~:·· -,,.;_;_;!' bi:;~~ ·-· ' .. ·,· ~-"· ~',? ~, '\. ,r vi: .,. "•~••,.,~,.....,... .-.,¥-;: .. •.,.-"'"" 7.:-'It~~~ ·~--_r -t ~,,.; ~~~'.·_rt~_ r~~ .. ~?y,:1Sf~11 fi.~.:.~;_:-:J -; ·•·.,!J ) • • ' • • •• . ·.'_' . _. ,.,,_ r ,.. r ,. .. ,. ,...,,}-:.-'"'" ~ ~ ~ .... • -~ .>'' ,~7--:·c~ ·r.( -r-~ .• ~t..,, .. ~.~.r.;,~v~ -· 1 1 2: ·i~-.. ~?.:.-::~ _f;:· ....;....,.;; ..... -.-~?~ ~~ /\-~-~ ~~~ .. " COMiRACT NO. • ,-zgozo&,. l RESIDE.NT __ ENGR.~./!'. ~§t.1r-~~f7S DAi~ ·" . . -.· .··. · · 5.,.q.,~J{t . .. CiH. C:011.11ty T,;!ol Project 7 tJRf.J I /8.IJ/'/S5 57 /32, _L, /JAd?7t!?C~~ -t---FROJE€T ENGINEER REGISTERED CIVICENGINEEi'l No~l..,./-'3=0_,I'--_ DATE APPROVEo--,.M~'tJ~v~e=m--'-".6 ... e,,,.c..__-"fl-'-~,f...( .... l-"9_,_73;;;__ • "" .. ' ' STRIPE REMOVAL PLAN 2 ---------------------,---------------------,--.,__ _________________________________ ..,_ _________________________________ _,'------------------------------------'-----------,---,--- - - - - - - - - - - - - - - - - - ... =-~i.-':'--~.1-., ..... 0: w m 2 :J z [.'J z ~ ~ cc u [[ w CD 2 :J 7 "' z ~ ~ 0 ·, " 1 X X X ;,.. 58 FORM HO 92 Pf I f~;~1;_;~;{;:q1;1· . : -~i'-.;,; .• ,~.~ .ii :.~_11 ;:;J::./□Y f-- 'T'·.~-~: .... -,:,,--.. ~,._ -, .. ,,_::.....~-- --~. -· ' 02>' - . Tc: .. ~.-.;t 5~- f'o,t ,.~'1t11 ~~-Tel111 Prcicct i.cu!e Oil.I. Cauniy I 16.0j_/6.3 .58 I 7 Ol?A , ~ ~NEER ,e. cG~ /£'.,';;'; PROJECT ENGINEER NO~_(..L=<.,=~--- • ,?t) ;g7.9 M !/em her · DATE APPROVED_LJ~l/L.'..;;;:~'-'-=--~ ST RIPE :REMOVAL • ~'! . ,,,. '';ii ~ ~ PLAN L'J z ~ 0: 0 0: w OJ 2 ::J z (!) z s. <c 0: 0 ~ '-----'" I ' 0: II) w I OJ I'll ~ 11' z~ (!) I,, zl > ~ s: 0: □ i \ 0: w OJ 2: ::J z N M - '--" C) r ~ .,: ± lj\ \ x· -x--·------, i { ... - X • -------·-- X ' -FORM HD 92 PF , ! Curve Data R I A T L a ggg i j 74 !5 :5 '54 ,, 'ft 7 4 I' 312 z4· ' , . --•• ---·-------.-----f; 'G,,? . • ':' :;!J? '42 ,. • .. . . --' v-'36 ~--3 ,' . -· .... -----' F -,. I ., i/ ,' , F 1::; /ZtJO·" --t -------• --. •-. T 4 34"'1:j' ----------·-· C ' -go '(I~" , , •• tl34. 16' ~---i!io··· • ~ ~ ~: : cf ;---j4•4j; J3";. ---------· 203 35 394 32· ~-.. r ' e 796. /7•30•43# -------.. I /2/ C-6 24:? 23· , P-One Wt;v /4 _/' (II.!} tiV p;I,, c e11r reil. m,:1r..f11rs 7 C fo C -". ----- - --------Clfcsrv/£~~' -~- I i • 7li§3 f'_R __ C---< ). 5539·:.1. Ii , I ... '.';_P_ 9,f'_?J[C,.j ui t I , ! .. ~ I ' ':) .~ • ;, '. ~ I • i ' I I I . / I f ' '\ ; J .,. , I ,~: j ' f j Q:-; i : ' ' I f ; -•. Lifl8 \- \ I I I --•1-...l- 1 I 1 J I 1 I I I I I __ ,. __ _ -~•"-'-:-'.~-~--""-'-"•:,~-'..=-•,..,~ 00;~:'''--)G--,-~~~~~;:l~••"••·•t-._--,_~-~:~·, ,•,-· ··_,_ :;.:.•~~• .,~:;;..'.~-,.' ~~ ; _ . ":.· :_-.--·,. --~· . ,• ·, r -. '.., _---~-_-~-•-,. ','-.--•••. : ..• ... r A ' ' ·@- ' ; \ \ ' ' \ Cut. Covnty Roulo Pd~ T<*-:I F:-::i=;t 7 I PROJECT ENG!NEEX ff REG!STefi3clVIL ENGINEE~ NO /t,t, 74 DATE APPROVEo,~M'--"--'~~t-1<-,e;.:m~/;_=e.c.·c----=et...,'u~,-"/.9-d.,.,Z:.>'3.:::-__ BUILT CONTRACT NO. 280204 RESIDENT ENGR. R./£. S't(lUfivfJ/$ DATE,====~5~=aad6J.~-~©/2~~= ... \ \ ...._...,o ~ . (\i. \' ·v • ~---------------- 6heel I of"E I i -I ! .. --- c:: (.') z ~ n-. 0 0: L.J DJ ,;;,: :::J z (.') z ~ n- o / ffi ., JJ I > "' ::J ti" ZN (.') V) z, ~ i: 0: 0 I I \ \ 0: w OJ ,;;,: :J z . m m ~ ::, ~ 0 2 ~ in IT rr 0 w ~ □ IT rr 0 P, Ll rr Q iS I z < ~ .,,------- -1 .. .. ' () " i..: ~ I I ' I < z ~ 0 ~ :, < Ll "' ., ~ C :a > ,; "' " ~ C s 0 !:J ·1 0 ~ 0 " " § -~ I X I .. _ I X ----- --x----- ,, •• j ~ ~ X • ,t I... 1 ~ \;i ~ ~ J ½.: I':( j i "II ' -~ 1.~ r -..; j ~- Q I...,: ~ -~ .i ~ X I ~ i' ~ w 00 l ~ ~ FORM HO 92 PF -------- Curve Data R L1 T I L . &?! 1014 , I 17°43'37" Jb8 /3' 313, 73'. b /tJCJZ I //q~/'47" fJ9. ~9'; !91:-72° C i / ! !J 5 ,---27° /4' 33" 4~:;::rg:: ;:: ti! 200' . 14 # .".d' I I ,: , V, I, -~ __.__ -----·------. ;:,g i9····,; ; e 1 :!5 I 57•44·3,1•· 24 04' G--l-_.,,, -. (_~ _ _!3. -87'44 '5/" z4.04· 38-J?q·l ---~ r1 , , 33' GtJ",g,fo7"1 £!J441 37.00 35' 36?33'/f"; 1883'. 34--35' 7.15' /!Gu 09' 33·:r· l!.48''-;4 30', l J 35' !18'17'5!", 3427t 18.98'] --- .. \_.-. :·- I of BeCJch / ---- ( .AS Old. Cou11t)' ~ fR0JECt ENGINEE~ P~I.~ Tctcl PreiW 'REG!STE~O CIVIL ENGINEEa 'NO J,GIJ74 DATE APPRoveo-~M~'IJ"-'v.'---'e~m-'-'-b~e"'"r---'?i""rJ"",'-'-/9"-'-Z='.9 __ :VOT.E5 /. ,=-!Jr co11s/ruc/1cn tft?la1ls 011 /J./Jj'Stde Dr ,I117,:i J'i11c1/;c Co.:1sl Hwy see Sl/'t:i!l ,£Jft?n 2. • for Co/Ppft1lt? r;_Jhi of ;"'a.Y a»tl ,;1ccL.1rali>, v!ccess i,J'c?,/a; see /?1_1'n/ of fl✓ay J?t>cora lv!a.Ds n! !J/s/ric! Office , " STRIPING PLAN f;{) D ;(XJ . :fj F"b:ia2r=i.... ·-.. ··--=:a ,..., . ,--, _? Cr.~, e :rJ rt?C-,"" C, ( ... I..'.) z ~ 0: 0 cc L'.J (I] 2 ::::J 7' [2J z ~ o.: ,7 -I I [[ LlJ OJ 2 ::::J z \ ------~:; [[ w m 2 ::::J - 7 LI E' =, c5 ' ' ' I 0 ' s r, .... _..., ':,..··•--.. ; ·~·. . .. ~ •- • ,· _;:,., r \- ' •• • .i . , • 1 . -.. ..... -... IJ,. . .r ... . ' • .. • • • . . • -- I • .. ( • -- . '· . \ • . ' -·-•] .. ,._: ._..,._ . • .· • ..... ·. , • -:• r ., I ... t,·-"•j f, --~ "!";:;;::, ... ;. .. -. ., . • .: .... - .. • 1 -✓ -., -,-. , .. . -:-.· .. . -. . _._ ..... •-·-· .. • 0 e.;;: :~'""'¼".171:XD !Jru:!i..-< " ••-n ·; -;·. -. _____ _,, ' At C '!9:N. C".....-c.4 Cl L0\:.1t3 . ., ..,., ="" G.B,A V.Mc ' j /- = -r. so' { 'M. 166~2-; c.~o=r;:;,-;c, •~ts,::::,,•.,.~~ ; ~c J m:J.C><C> IU.!IC::O, . . . 606.12 • ·1 .. ' ' • ' ' REVISIONS • . ,ll , • . - •. PACIFIC COAST Mlij~Jt:f Pi ~EVISION. OF STRIPING, PLAN AND HIGHWAY LIGHTING "Pt.:AN '€;AV ~RID®~ iO ~AV~i!O~ il~. cmr @i rJfil."JP©m' D!W.©:3 S::U:::l.te ~:ms ~~ -. . CPA ·--·· '.. . . ,. ... - , .- ...... • . .J • . .. --------------,---•~-•'T' :--~ t·• .,r,:iv /&_·_,,_,; __ • i • . -' ·-.. 4 ·-. •.:. .... -. - ' • ... \ ., ' ' ' J , .... } ·--· ' ........ --- STRIPING r PLAN , ' ' -2 ('J 0 z ~ C 5-0 C. rr <( D [C u D 0 ' D JC z s 1 ~ " 5 a: 5 ~ LLl u OJ w 2 2 5 g; ::J 7 . 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DlETA!l !SA I 48' 1 <r= I 12' I 181 181 I I 012'0 18 1 0 0 0 0 (Il 0 0 [D <== I 4' I DIET AB!!.. €\:8 I 48' ~, <:== I 12' 361 I 12' CD CD <D <D CD <D· <D (D . ¢= I 4' I . DIE.TAil GtC B 112~ t-,1 =~B-1/2-, ---7.----~~:----7-,---8-1/2-, --o':] [D I I I, I [D , ¢=I 8', I • 0 0 0 ¢== I 4' I a' '""I ,-8-, _I _a_·-,--:: ---=-, -8-, ----,1--s·..:..· --=-'j rn. ooo· ooo rn. • DlEiADl 7l8 . r ~1 . 48' <:== I I I I s' 16' s' 16' a' (D <D <D (D (D (D (D (D <D ¢= I 4' I . D!EiADl 7C -- I 46' Ill • I j r 481 l I rn I I [!l 481 I W /Detail 6A I I rn I 48' Cl3 0000 I 48' I Ill 0000 Gl 481 I W,::Jetoil 68 0000 Gl .. ·~ . c==-~ ~ . . ~ ~ ~-Detail 6A or 68 ----\r- 1/2 Ml.± 1/2 MI :!: - Detail 6A or 68 Detail 6A or 68 Detoi I 6A or 68 1 300' ± I ... ~,......~--R.-~ 41 -p __ _ DIETAll 8 • AS. BUILT.,· CONTRACT NO. • 2€J020diJ. RES!DENT ~ENGR.£l£ · SJrlrm~t;j_!JL... DATE ,5~&J.d~2 • . 7 ()/(,4 I / PROJE~O KcGISTi:c:.z6 CIVIL ENGll'!~ER "° /6674 CATI! Aw.:Qv;o M11ember ct?, /9 73 <>= I 24' . 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[_fJ z ~ -1. r- □ , II w ~ .2: ::J z L!.l I I I z ~ . > 2 : g; ~ ' □ ' • ffi ' "' ' z ~ : 0 2 , ~ ?D ; o:: rr : 0 UJ 0. q ' g ~ ' § I II 1, X • X ---x·----J .... . ' • ' " X • X ! ~ ' ~ (oZ J ~ t::i Fc::tl HD OZ PF I ,' . . . ¢== • ~ [] ~ <;== I 49• I _c2" []l_c2" /E. P. rn T · :. ~ · · :-:-:--:. :-z::::-:-:~-:-;:-:-: ·::. :-:-• :.;.7:::-:-: · • :-:-:-• :-~l.¥¼? · • :-:-:-• :-:-: · • :-:·:• -~'0-& DlETA!!L ~ <>=;. I .lCTJ I al 7,,x,::~n,J;, ... ,,,:~Zl~b.l1/,:M@•m,::;.,.,.~;1, ,.,::: ,,.,g, 100' (?a • i-,.. ~ ,.. ~? ···i ,.. "'~i~. gG' I DlETA!l 12 • l':'JIMll':lUl':l ' Is 112 I a 112 I i' 10 112 f;@j [] ®<a ~ -"' "' --"' -C V, l,,,_____,l~CO,c_' _,t.1:,.::IN~l~=.:'1U::,::M:...__(11-.-• • ____ ..,.,,,· ~ . ,.,.,.,.,...,,.,,..,24;,,,• = I ,~_........... I t2t:•·.·:·:-❖:-:-·=·:•···>-~t-=-:-·.-:,; · ·.-: . .-.·. •:1 f l?t·•:•.'· •. -·:-•. ·.-\.·\iC0 WA t·· · ·=-2EW::}~-:-~;;-:• ~.y[),.-:. • · • · • • · •. •. • •. • · -:. • · ·:; • t· ···<->Kt};@!□ I 24• I 24• I 24• I --C, c,, C -·-c -.C> ~ => O~TA!l 15 .. ¢:= v1 l00' l'jl~Jll'.:1Ul'.1 => 100' t.1HJlt1UM ¢= -1=-~~~-1-,6-.-1~-14•-1--~-.-=1' 000 000 000 . OOOO©OOOOCOOOOOOOOO 14'1 ==> ' . ... ' ,,. u .,, --Cl> 1-.E • r ',o~·4~;rl'.:1Ur. 1 24' .,,._ I 1 rn@@@®@□®@@@orno@@©~□ ~ ®®@ G ©©@ ~ ©©® rn I 24• I 8' 14•!4•1 8' I 100' 1\!11Nlr.1UM I' 1~·1 ~--1 oooooooeoooGooooooo ooo eoo oo~ o I 24' 14'14'1 1s· I • > DESIRABLE 2' MINIMUM 3" ~ r ........ -: ...... ; .. :-;. :,• :•>:-• ;-:-: ,,:, ; .•.... : ..... -: .. • ,',•,•. • ;,•,• .• ,• .•... ,: .•.. : . : .•. · :-:-•. -:-: .•• ;. : .•.•.. '.-'.-. ;. : . ~ .. ;. • .•.• •.•. => .. 300' r-.1 AXIMUl\1 ¢:= I" v' I 24' ~ I ~0~Z-:-•:-;:-.·&2?3€::<2©f::>~:-;•:~-!~%Z1:.z-a~ • ¢= r • ✓ 300' t.1A)(lr.1UM 7 . I 24' ~©0@@®~@©©@@~©©®@@~ 14'14'1 ==;> DlETA!l 16A • ¢:= -, --I' 300' MAXIMUM = I 0000000000000000000 -14' I ==> DIETA!l l~!B ~ , ... ~ ~-. . ... '.· -::."• _;--::._: ... -I c, ~ N -C V, : Cl 1;; C --"' u 0 Q) u "' . --. ~ C f ' " 300' MAXIMUM i/'L----=""'I 000000000000000000® I 4'f .., ~ ~ ~ l~~ ~L?:;:; I ·1 ~AA I /0.()/ 1$.:J I 621/321 I -<&--at' cf,' .,7?--,,,.::Z -PROJ.ECT l!J,..'C:C~a C:~9 CML C:C.~ l<t). //,& 74 CAT,== ;1/4//ember ct? /97.9 I ' . • . <}::=:, r 30' 3' G' 6' 3' l2' G' , 61 a~[O rn □ [8 <!== D~TAuL 14 . ,-. . . ----· ... __ _ AS BUiLT· CONTRACT NO. • 2&0fEl{)dJ. RESIDENT ENGfi.ln.e. $-Jifll:1~£3 DATE 5-ti)=ii}&! ·-f ~ ~lE~v1 rE~u rv1 ~~~[E~~ 1V!P'~(C~l [Q)[Eu ffe\~l~ Dotoih Approved, , tfJ('.£~#-:-: ' • Chiol, Olfico of Trallic En9in00rin9 • • - l-'J ~ ~ a: 0 0: w co 2 :::J 7 / (.:)_ z ~ 0: 0 0: w (!) 2 :::J z 2 < 0. 0 ,i ~ 0 C C a z 'S 0. ui z -0 ::i 0 r?, ~ I ' '. ~ C: ' > < !! ~ ' 0 . a ffi < m • ~ 2 '.5 ! ~ ~ ; " 0 ' n f;i • o. n u:; -:: " a 0, • Ll ::;:: • C " ' •. . X X • --x--------------- • • I R ~ X ll ) ) ~ l ~ '-,; ~ R ~ ~ "-I~ ~ ..... . it 1.-.: . \1,; j ~ ~ X ! I~ t J 63 ~ cs FORtl HD 92 PF • "' ' • I • co RTE "" From ......... ........ ...... ........ ....... X ,,, - • . .. D[TAIL 198 . ' . .. , . , \ \ • . • '\. '\. li7t90 A 0 Tvt00 AV ® Ty[QO C m Ty{G)G D D . • ~-.5@riu-~ovioe~ivo t'J&-liio M@li'~or ~J.@u-a 0 ~ovio@\iavo Voii@t1 M@li'~Orr Yti~O If;)~ ® g•\;;J@y Yol!©t:1 ~ov!O©v0VO [',;'l@li'~Orr Yy~Gl ~ [O (J)iilo·t'J@!J C!o@tr ~ov!o@\io'\1O r.1@rr~or CD O imo·\IIJ@iJ C io@rr ~ovi o ©\iiv o ~-1 @(/'ft orr ~ord°C!c@r ~ovio@~i'\10 ~v1©rr~Oli' 2-\."J@y YGl!@i-1 RG1iiac1ive ~-'l@li'~ell' OJ N©u~=~oilo@\invo rn@ll't!orr□ o&'il©ou'a ©&u ts)@nrN~o@ o1tril"o -!,o (9i@©oitl ~c:i @11 ~ii'©VVO© oi@o @v o\itrot9O. t"Jll'lo~o $~vo~o ... I ___ ..JI Vel!@t1 $Qvo~Gl W;.:.-::::-_-_-J <= ~O(l'G«:ii©~ ©~ 1rou@1 ' • _, \ ------+-- \ \. ·\ \ \ \ \ \ \. \ \ ' TOTAL \. '\. \ \ \ \ \ -----4----+----+-----+-----I \ \ \ '\ \. '\. \. \. \. ' ~----1\.------1 \. ', .. l~~ ~L~i I I_ ltl. d/1&:5 I i;;.;i I 1.321 • "'° !6G 74 0 G • • , . a -o. so ce-----::::::-..,::---__j__--~ • ~~~ ,,~ ~ , ,007,Zl, , ··'l!-1/, 'fil .. C •o <t • 0 q TYPE C Cl TYP[ D I 75" . /' 1, (0 25" /< -½. ',,-::;tl.. ' ...,, 4• Lo 05" I . . TYPE Ge TYPE H I TYPE GC CERAMIC MARXER RIULECTIVE SUIUACE f2¾W/4 • t I 069° ' • ..... ~fa\ ~~~v1rE~u rv~b\~CttE~~ irVf~tfe\L [Q)[Eu ~~l~ .... 0otoils Approved, &1:ff;qi- Chiof, Oflico of Traffic Enginooring Datct RE\Jl~;;l 5-25-73 / I • • /4"'...:?J,~n! A • .,,:'/AS 7 £ R .f -.. " . tf~'~i:: -6~l· z ----' ;, ffi ill > :::l 7 l'l z < <i: r,· D u: I' I [O 2 :::l z l'l z > ~ ~ 0: D er: w [._l 2 :::l z I I en I "' Ir c\l .,, I s: Q A -~ e, "V ~ .,: -;:t II\ S" ~ 0 ~ ~ s Ll w z 5 ~ . z 0 ~ w 0 ~ w 0 Ll 0 ~ g . s ~ s z ~ Fl "' c5 w w s " ' 0 Hi ro " 0 z > w ffi a ~ ~ =2 s ~ ' 0 ' ■ 5 ' !;.J I z ~ ' X • X --x-----1 • ,, I •• /l.Z CD -~ &~ X ~ HlOOSQ) ~ HlllOSl!) ~ ~ ' ,3 ~ I \) I~,;:. a lt:i l lJ.,: ~ STA . .JOit-SO Fo: defq1"/s see O.JI. Sign !3rldje P!tJIJ. i ~ ~ I... l ~ ~ L ~ A --...; IJ.,: . ~ .!~ X ! ~ l' 04 1 ~ l :t" ~ FCl!M C?D-92-l'f ' No. of Code Po.sf "H" "fl" "£" ''£ ,, l..enr;fh L.enq/J, Span Conti-}Yood sr.1;.1rg. Sians . .Size 1ft. Lt. ,ft. Lt. /rt. Lt. lever (£a.] .SIJ,,PQf'- 1 RIO(fil) 4",-rS" 8'-1" 4'·6" /.3 '-ff" D . tJ R.!8 4":rS" 7'-0" 4 '-G" 14'-6" -,: , --.. 17 RtZG(J) 4";r4'' 7'-0" .3 '-G" ll'-6" @ 8 ~zar.911; 4":t4n 7'-(J" J ,_ 6" II '-G" G 7 11Zfl(J)!.l 4'~4" 7'-0" J'-S" lf'-6" 0 . . . . . 6 SRJ!JU /Aounf On Siqnol Sid G - I ll4I 4'':r{;" 71.(JU .3'-6" j,31..(J" g;J" 4 R43(/ll t1oun/ On Slqnol Sid a 4 fi49(LT) lllottnl On Siqnal Sid -D I 116/V::04, 4'~G'" 7 1-0 11 7'-0" 4'-6" 4'-G'' f§!.311 15'-.3" £J ' RS/-18 4''il$" 7 1-O" 7'-0" 4'-6" 4 1-611 /51..,3" 15~.3'' Cl I R7.3A IA01.1n/ on Masi Arm. [} ' ' R7411 /Aounl On Siqnal Sid. a ! 1111 4'xs' 7'-0" 4 1-611 IG~II' a 5 1141 4'':t61' 7'-0" 4'-6" /G'!Jf'• 5 I 117.5 4"x8" 7'-0" 4'-6'-t4'·o4 2 I W§7 4-":t. 4" .§·-/" 3'-G" JO'-S" -"" i/lJ/,> 1_ l)" - TOTAL £:!-' r,r;:l' -3·- NOTE.: -The exoc/ len9/ll of po.sf .s/?o/1 be yer,/led ln /he field. -· * Ste S/-r1p '~1 Pion f'or local/on . ~1o!f?1) ~Rzsfs) WI! • OJ/£1rH£AO J'/GN t;/t/ANT/TJ,!S .SIGH STATION NO. I 30/-f 5CJ 7700 * 7700 * FOR REDUCED PLANS 0 ORIGIN~.L SCALE IS lN INCHES ·,·-jc·isf ~~;f i,~;·7:;;;{"~-<·:1.c~ ~ ;·:.> ~ :~ '," "f :·~~;i.;~·'.:~: ~ ~, -~:·: _: ~~ r· •. •~:-:·-~~~;-)-~: -.~.:·~--,~~ -~_i.-~:~:~-; -~_ :.- ~ --._.::.·-·.-.~ ,_,,_, ... -, ... C 10 H PILE. .30" (L.r." i!.6 1 2 3 -.AS CONTRACT ;NO. 2£Q2_04 RESIDEN1 ENGR. R.E..,_Sn'i?l!l~@$ DATE ·5~4~52 l)irt. Ci:11urty ~t Ti;:!cl I ?-~r;,. :i!ie=IJ 07 O~A -/ /8,0 1$.5 64 /32\ /G/k,A&f~_g PROJECT ENGINEE!1 RfGISr~ED avu. 8':GIN!:Ei NO //~e;/ ' ,, • • SIGN LOCATION, FORMAT 8 QUANTITY PACIFIC COAST HIGHWAY - DOVER DRIVE TO BAYSHORE DRIVE Shf. I of 2 [!) z ~ 0: 0 r, L'..J [I] 2 =i z cg z ? ~-<c 0: 0 u I ,-----~< a: w 0:: 2 =i z rn f 5 -I - -----,-----------====::...-...:_--_-_ -_ -_ -_ -_ -_ -_-_-_-_-------.:...~~---=-...:-:..::-.:.:·...::··:.:=======================================~======================·-=-=====-=-=-=-=-=-=--=-=-===--=-=--- 7S !..o" ' I 1.. Posl b '-o" ;o:a" ' I c:37'. c-:u:m 1,;::•1 1.::"!l. I !""J. r--:-:-, 07 i A OJ /&,0//8,5 65 13-Z I az J&"' a.-£ L ,f .s~~,, ,'7~ 7 ;-c't;! I CESICi)f EUCilflEER -,--_•-Rf:OISTERED CIVIL EIHiJNEER NIJ.:161::R 1 0A7EAPPROVED /f/ov,,,mhec cq, /,979 I Pc;ne/ Tfjpe A !¾'' 1op of sir;n ] J r ~I pone/ __ j _l ~ --+ -it---.---.. '0& x 3/4" .5/ol --:/"' 1 ~ I -I ~ SECTION D-D I . ' _4_~ -'-w_· ______ f _4_e_1_1_~_0_··_~_4_a_!-=a~"-----------+----'~i::____1 -::.a:.._·_·---+-' ~~1'.....:4:____'..___.G:::____" ___ ~, Bof of Bose Pio/a cl I/. SC) ._ ' \ ' " Hondhole \ ' I ?'" - __ , 1/4'' Caver R- Pipe Wall ...... -----_ ____....-----------------------------------~ ' -------------·------- ELE-VAT I ON V /-/oles ~1 F,e!d splice _!_ -~ I -" /'i Masi ~ ' L_ --J · ;_;,. ~ J ;'-A,,fos I Arm .t r""" \ ' !l 1/z" 01ophraqm -~-,',=~.:f=_J======~- SECT! 0 N A-A IS D1Si ~=~~-~~ ~i!~;.1$- Arm .spltce t f? 0 S f _ __.,., 4 . ' ·- MOUNTING Comber L.t'ne (no load) .. - Comber mos/ arm t.1pword os .shown. Comber 'D,aqrorn. S?(mmair,cal· Cl.bovl 1.. Span ti:., .. 8 RAC I-< ET I CAMBER DIAGRAM ---------------- AS BUILT CONTRACT NO. 280204 • RESIDENT ENGR.rtE .. SillMn@s D,ATE 5-4-S2 I I ASSEMBLY Alole /. -For de/01l.s no! sh~vvn see 'oYERflEAO - Sl6;V5 t,./6H7WEl6!-IT and Tt.l~Vt.A/2 ✓,,_, .flondord Plans z. /v1cifer1e;/s I &i.6r1cal1an c1nd we/d,1'79 70 . corn/'orm lo ·'tJverheod S19a ..Slrvclt,r~s ,, "5ec.l1on .S"~ -r of' .5/o/Jdard Specil}cohons. 4. 5. Tens1on1n9 of 1-1t9h S1,-,en9lfi balls 1s ratjt.11red . -- Fin/sh· 1s hol dip '10/11oniz1n9. Add1l1onol Ao/es of /''dtomefer ma'( 6e odde'd lo dro,n 9alvan1z1nq. Field-splices and_ ad_;'ace11I-hond'/20/es cf 1. Spar1 are Ppl,~na I - ~-The .5/4-''tj, ,:hear key shall be co1)f1nuous be/ween spltce p'/oles on mast orrn. 7. -Inserf ;fz 11 condu,-f coupl,nr /n dr,lled hole_ . Weld co(,,1p/t"n9. ltJ ·pipe. Arfer 9olvan1vn9 ream fhrt?ad and ,nserf ,:;, 1-/2readed • plu9. ORIGINAL SCALE IN INCHES FOR Rt!OUC~D PLANS I I I 2 I 3 cu 07zo9_ WOZBOZOI Disregard pririt.R hearing e=rliet' revisioa dQ.los ---<:o:,, 2 2. ·-;11:[:;":!SSC ~~-i;/FJ" S.,_r-:~~5 {{i,J- -. . . -' . •·• ·, __ ._·:~, --.---- - ---,-----:~----~~-----.. :~::: ·_ "•-::-~-· -·: -~ --- "' -.::·-'---.-., ~ "! --""'" _, ---··----~--::.~. ---~---,· -;: .. : ... -' z ~ 0: 0 [[ w [O > ::J z (.') z ~ rr: 0 rr cJ L'.J '1 ~ CJ \ ,., ~ "" Cot ::J Ir-0 Z l'I ~Inti 5-I ,.) <! ~ • 0: .. 0 "% 1/'1 ~ 2 § :::; < '-' _, z 5 < " -0 . f5 0 z 5 0 Q z "' > m rr ffi 0 ~ □ C " 0 □ w u " CJ ~ Q -z ~ ui ~ o:; > < rr " -' 0 • ffi m z ~ 0 z ~ ffi ~ n rr rr o 8 U C 0 ~ ~ ----< z rr 0: w [O > ::J L l; ~ < u ui ' 0 r.:: ' E ~ I -D I • 'ii I -~ I I --------------- -':~---~----------~-r ___ ___:_ __________ _,..----------------,-----------------.--__; ____________ _ -.-· - •• ---- 'Bof of Bos 1/ale cl I/. S9 Arm sl I ·pa X- SEE C.C.o. #ZO .6e.hw For 3 (/ ~ ti, " -__::,,,,~~-• Sp • 6 ,_ 6" !..o'' ELEVATION , ¢0$ Id d. i Ids ~ ,_ 6" 1/4" Cover Ii . V1, Posf. -. It Yz • D,ophraqms , I I I I Ji 1/z" o,ophraqm SECTION -- . ·-----------------·------ I 4''4 J-lole s -. ----, --- .... ' i Mosf Arm -----/4) -~l t -----------... . ~Hondho_/,_c __ ~F,eld . Full . , &---r--< penelral,on i Masi Arm A-A . -------- .sp/Jce Movn -, B !Is I 5cOA·7 Po P1f? Bos P/o ncha • t Po.sf---i '>/4°0 /-/. S. Bolfs ¾''qi 54GR Aeor 51nqle Pana/ lvfovnlin9 1. Masi Arm 7 • let!. of 80.s e P,' e EL //.0/ f .s a/ WT 4 X ZO ___. t'fz~ Maunl,n q 13/'ack.el ,/ • <:,SxS1}a tvlOUNTING Camber l/ne (no load) Comber masl arm upward as .show11. to 1-. Span Camber D,aqrorn s~mmafr,cal c;.b.of.JI t Span •• CAMBER DIAGRAM ··- ... 7 S 1 -01 Posr-~ /J/ltf. C. c.o. -#20 -:. ' ... ',______ .. - ____ -;_:..:.,:;···.·:•:'-;-. -- -~v-•_· • • •:::. .• • _ 0 ••• ••• ~:-. 6 --• - 07 L. ll OJ /8.0l'/8.5 .65A 13-Z. ! t:ZZ... ;.9" a.~✓_,? .f"•!,c> -'1 "1 7 s-t: c. • I • . - cz.:.1G<4 C:Hom:::a':::1 / ·-r.::01.sTcn:a::> c1v11.. it::GJ~E.:.i'I ::11.:;;1::a,:a I •:·•.:. ~- CATO A>P..,vso IVtJ1/emher et8, /.979 .• -::~~tf:·::· SECTION D-D g B RAC!-< ET ASSEMBLY ·. Nole /. Par delo,l.s nol shown Sc?e 'o!l€"RI-/EA0 S/6;1/5 _ t.161-17 Wt: !6H 7' Pnd • Ttl8Vt. A/?.~~,, .flt1ndord Plans. z ... 1Aoler1a/$, lbJr,aal,c;n c;nd we/d,n9_ 1~ corn/'orm fo ''Overhead $/9r1 ..slro~lurq:s ,, 5 ec 1-,on ~6 -I ()t .5 /&1,-,dard 5,t?ec//}cohon.s. Tens1on,n9 of Hi9h Slre>n9f/2 ~/Is ,s ratj(.ltred • f 4. Fin/sh. IS hol a'ip 9olvoniz1n9-Add,l,onol holes. ·of/" dtomefer ma'( 6e odde'd lo drain ! 9alvan1z1nq. I 5. Field sphces and od_;acenl-hondlu:IRS of -1-' 1. SparJ are vcf,i,,na I ~-The ..5/4,''rp ~hear ker..; shall be conl1nuous be/ween spl/ce p'/oles on masl-17rm. • -. -·--- AS BUILT CONTRACT f\iO. 280204 RE SIOEi\17 tNG~. R._e. S1'iilrY:f-iS DATE -· 5<»<1J=8~-2,__ 2 2 ' • / I ~ C 0 ~ 0:: ' ~ w u m w z 2 > ~ Q; ITT ::J B rr z . '" m z " CJ 0 D z z ~ > m ~ "" rr D '" ~ □ rr " ___,_ D 8 0:: u C D 0 ~ 0 z s ,i [[ 1\1 55 "' l'O .. 2' "'" :::J "' 0 zr CJ ,J " z ,/1 " ~~ ; [[ "' 0 ' \ . ,------, " 7 C !I w !Il 2 ::J z (!) D ~ w ~·2 ~ 'i:! C . ·:; " --or ~, 0 ~ .:: :;: [, X X --x-- • ~· j -t::: <:q X /; ' 1 ~ J ~ ~ l ~ • ! I( ~ <ts i~ <:\I .._ '~ ~ !~ I 0 ---; l( .i?:;- J~ X J 1 t 66 ':I::" ~ ¢:, ¢:I c:) c::) 0 0 OD 0 L -o 0 0 ~ ~ I 501 min. c::) w fimf //7, ~ WORK AREA:,:: ¢::i ¢::i c::) c::) ~8-(0r C20 (Rt) ~ Supplemental) L Cl3-(0r Supplemental) END CONSTRUCTION TYPICAL CLOSING OF RIGHT LANE I) 0 .. ., ¢:i ¢:, c:) EQ c:) c::;)_ --c:) r-D-t= D , ' L: . ~ C20 (Lt) ""-I<. --L --, c1a-(Or Supplemental) /4 3-( Or Supplemental I AD RUCTION EAD NOTES: . , END CONSTRUCTION TYPICAL CLOSING OF LEFT LANE I. DE LINEATORS: Cones or Delineators should be placed at 50 1 maximum intervals. 2. DIVIDED ROADWAY: Supplemental advance warning signs shall be posted in the median, (including painted median). Signs are not required on opposite approach. 3. Advisory speed is to be determined at job site. !f4. 501 minimum may be used in Urban Areas with slow speed traffic. Le'gend ~ Sign o Cone or Delineator - c::> Direction of Troffic D Flashing Arrow ( Type f) Sign Transition Ta per L - S X W L = Length of Taper S = 85th Percentile Speed W = Lateral Transition . . ' _. (Lone width) D = 10 X S m1n1mum FOR REDUCED PLANS a -C -C: ., E ., r Q. Q. ::, Cl) 0 ... ► 0 -~ r<) ~ C\I ;,s;;> u z ~ 0 . 0 C: If) E = :& Cl u w f c2 ~ C: C J E "' C © u. ~ ~ &= ~ © w ~ ~ en 0 .,,J (:'.\) . -~ ·-C 2 -C: ., ~ E ., .,,J Q. C. "' ~ 0 ::, 0: en cO z :;: .. We 0 < -0 ~ . "' <t ~ (.) 7,?: • ... ~ <<= ~ <=> 00 .,,J ~ g <=> @,. >-F" 1 2 3 I jT; 0 ...J I o 0 ·1y ? ' f; ~<! t~ ~~ I I I ~1Li [!. "' a: 0 C '!: z wC < 0 a: -0 C: o--,n E ..!l..-,--L. ~ C -C: ., E ., Q. Q. ::, Cl) ... 0 -v (.) .. (/) w I- 0 z C -C: ., rtl E Cl.I ~ (.) Q. C. :::J Cl) ... 0 - -0 Q) -0 Q) -0 ... c.. Q) ..c >, C E "' -Q) Q) -CJ) >, -·o C: 0 C, C: ~ I,... C E -C: Q) E (I) > C c.. "C C: C ~ C s CJ) CJ) 0 ... u . - Cl (.) >, ... C (/) u, (I) 0 Q) C: Q) ... (I) .s:::. $ CJ) C> C .... .s:::. C, .s:::. -c C: C u, (I) C: 0 0 .... 0 -C: Q) E (I) 0 C c.. >, ..c • (/) (/) ... -Q) C: C. Q) C C, -C: C C: -0 C: (/) 0 C u, > C ... > Q) ... -(I) C: -C: E. ::, E E ::, X E C X E -- C E 0 I!) 0 0 .... C\.I. C -0 -c Q) C: 0 C C • C. CJ) Q) Q) > ..c ... ::, -0 0 -::, C: 0 0 .s:::. (/) u, (/) 0 ... > 0 ... Q) -C -C: Q) C: E Q) ::, 0 E ... X • 0 C "' E Q) C: 0 0 0 u C\J ... Q) C. C I- C: 0 •- CJ) C: .C ... I- "C C: Q) C> Q) _J AS lbvl" Pc:t t.!.i!ci Tci:::il P1ei;a !.!:~ T,;!.;J ! t-!o. 5!:..-;~ l 7 ORA I 18.0 lfl.5 66 /321 . . 4~ ~ -;T,:1/,;t!~ PROJECT ENGINEER R..EGISTE!iEJ CIV!L ENG/NEE~ NO. 1 G GJ..1 ---- DATE APPROVED Mvem.PeL 20, /,97g , -c Q) Q) C. (/) C: ... 0 Q) E Q) -C. ::, C -u, E -C: -I-C: .s:::. C"' C ... -C: .... 0 -0 ,_ 0 ... I-E Q) s .s:::. a.. (/) $ C -... (I) C> .s:::. Q) C: "' X C: -.... " C (I) I!) C _J 0 (/) _J co _J - II II II II II _J _J (/) $ 0 --C1J 0.. ? - 0 C: ... C> -0 (/) --C C Q) ... ?; C: I-0 I,... Q) ..... ... 0 <( 0 C: ... 0 er> 0 C: -0 .s:::. •• Q) C: (I) CJ) C: Cl ... C ·-0 (/) u 0 LL. .!l. 0 {i' = 0UILT CONTRACT NO. 2&0f2()&j. RESIDENT ENGR_ BE SktUJfi115/.!il DATE • 5-~-82 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURES MISCELLANEOUS. DETAILS 11'0,011 CPO-CE-112 PF 1111v a.77, -___________ _i __ ~O~R~IG~IN~AL:.....::S~C~AL::E~IS~IN~IN:'.:::CH~E:_':S_~=:::::::::::::::::::::::::::::::::::::::::::::::=:._-_jL _________________________ _l _______________________ _ ---------------------------'---------------··-·-- 0 .:a!~'-'"~ .,.., ~t' i·.,_.-s ~~~~-J i :'-" ·::._l i~~J-· I : ~---~~}-:'"_~:'.::~]J;~:t\\t~!;( :c:':i:r::\'."c;"ti:-~ ••• , •• •• •. :-.: .-•:: ' . ·. . . - '-'-' z ~ [[ 0 0: w [O ~ ::J z [..') z ~ [[ 0 [[ w co > ::J z [..') z ~ "'-cc 0 0: w [O .?:: ::J z .,, I rA .,. p I.I> I ~ < ~ C D ~ co < " "' z C > ~ g; m ~ 0 " . w rn z , 0 0 z § ~ er IT 0 w ~ C er C 0 @ 0 C '3 0 I z s ~ 2 rr rJ ~ < " I') "' z -5 ~ g; m ~ 0 '-4-. C w rn ~ z " 0 0 z ,.. § ► m rr ffi .., D n □ " " D □ ~ " l::! :::t-0 ~ "' n z s C ----,rr.,---------------------.-------------:---~---------· ·-·· ·- 1 {. '. ..... c~.,., .,.,. '"" "-'ca ~,: ~:JI T~I~ ,,,_ Sheet I oi Electrical Plans ,, 07 ORA 1 18.0/18.5 67 /321 X X --x------------ I \ X X 67 FOR~ HO 92 PF ... 4/ . . RIW ' .... PACIFIC i SCE C/tYDc/?GROUND SERVICE J/At/L,T I \'\ • H/6/f!AIAY L/6/-/TING LE6ENO ~or COlll'/n(IO/I0/7 or • 1nrerconnect-coodt11t; • 200 '·. LOCAi/ON.2 • •• N01£S {This Sheet} See Sl7ee:r 7 or Elec Q,-----0.0 'lype 15 L19//f/ng Sf-,ndoni"to be insrol/eo' w;tll 12' mos/-Qrm_, i.;..-:'7-wo7'! • Plans. /21qh J?ressvresod'/bm lom/nr::;ire 9/r;resbie/,:/t.?/ld /nre1rt;//Jo//os7'; a.-::;',.vJ,,::f'c cells (c.c.tJ. #·35) (See Br1d9e Llghf1n9 ,P/t;n). ' [i) lfemoYe and Solvoqe exi'.s/i'n9 ex/.in-9u1shoole -me.ssoge .s19n, //;;,shin?" bt?t7cons ,:;,nd .:;ke/ .s-~n pos/-con>,.,::,/e/e. TRAFFIC Designed by Oro"'n by Checked b l~1ROf'f ,,._,./,..- ' - BRANCH OS Z.-78 JJJI e-78 li'EY. LH 2.-78 Rev. c No. S pull bo)( lo be installed. tJ Pull box /nsr,:;/lec/ .in ..srrvcriVre /'.fee Br/bf?e &'phh//g P/o-,,;J or tP.r.isr,,hg- j>vll ,a,i:,,r /-o ,e.moin. -• ~J'1gn,:;,/ ci:,.m:/v/r TO Pd //7$/0'//,p~ /~; ror .:;ig-na-/ /,n.rq,,rct:)nnQC-r. ----5;j-nt:1/ co,,;c/u.i/ insh//ed ,;,-, .:;rrvcrvre t:f'ee .ir/d~e L/g'A//~y ,P'/,:7,,.,, ). --L1g.lJ/-.i,1J9' CO/'JQ&✓/r //7,PrO'//c't:/ //? ,$ rrV(!:'TQ/'i:1'(-?e'e' g,,,./~e L/g',9ll/7,9' P/,t;,,,,;) --L19hfing conclv/r m Pe /hSTol/ec(, 11/,e~ as. 1-7.9 O.S. IJ-78 Dela Pro,;ecl lngm_, App1oval R~com.mpndod By .. ' I /~ I Iii @] m [ID HemoYe exi'sl/nq /ZtJY s/qn /iqllling-serr/ce1 a,101 a::z ,-~t✓-a.-? li_ghtity. For Wiring f)iagrqm, See Slleef 2o-/" Electr/cc7/ P/c7n.s. Install /20/240V Unmefered Type OI-IO{Modrf'ted) L19hf1ng(Two -40 Amp breakers) , _ Serv,ce With Lighfing PlC kecepfocle In CPbinef •. L,__""=-=r.r,r=·44> -·crP11 ~-·•""-::,See S.1rt. "': 7/ ftJr .sere ice. Serving Ccm,oony Will Furn,.sh And Ins-fall Wires Between Voulr And Pull l3ox 4nd Make Connecf,on In Pull Box. NOTE: THIS PLAN ACCURATE: FOR ELECTRICAL ONLY ..,,.,, _ __:~--'"":::.~..::.• _ __fl__o a~ DE·SIGN ENGINE(fiJ REGISTERED TRAFFIC ENGINEER NO. .9G AS BUILT CONTRACT NO. 2eo204 RESIDENT ENGR.R.E. S?i?M?Et,1$ (J:. .A f;:;Jh) . DATE -• • ;;,.J)=(9=/P).e. LOCATIONS I 8 2 HIGH'#AY LIGHTING PLAN ~ I 0.1 Mi. E. OF BAYSIDE DRIVE TO ~ 0.1 Mi. E. OF BAYSHORE-DOVER DRIVE ¾ FEET 0 i:iO IOO 200 07209 -280201 1 (!) z ~ II D a: LU OJ ~ :::J z (!) z ~ a: D I. ' a: w 03 2 :::J z m :_; z ~ 0 ~ ca i'\ ni z 5 g; . z 0 ~ C 0 ~ C 0 0 □ ~ g -z s ~ s ~ f" s < 0 "' " > g; . z X X C < ~ □ m m , ~ z ~ rn C w □ C □ w C --x-----ll X X C < '" 8 ffi w " FORM OH-P0-92.PF !3fi/OGE. L/Gf/1/NG L£GENO O= L /6/IT/JZIG .5TA#t1AR!J /"Zl#/./tJ,4T/tJ.,Y T~ Bff //./57/J.t.fEP JY/7# /i'A/.f///G 0.Pc"A///1/G FtJR /#.17"'.t.!,47/t?/Y t?.r' 7Yr'E /5 ,,1/5//.774/5 .57/1/./.tlA/?!J. Cl 1/tJ. £' 57.l?!/.t'Tt/RE r'#LL 8t?Y 7& &'E //✓574L.IE!J, ----- © L IGIIT/1/rf Ct?/./!Jtl/7 Tt? BE ///57}?.f.lEP, I Y2 :' .S/6//A.t C~#!Jtl/T T.176E //Y$l'».f./E.tl, /½ '; .r.tJlf .5/.1$/./AL /#?df'/J'Ct?#/./EC7. PL!/G .F.I 1/.111 /8" 85'.fCl.¾I' r//.//5#.E!J 6.1?.4.tl.E. C (J//,0(1/T c%P.!l/lSIIJII .F/771110 To 8€ ll'ISTALLt:'!:J ( D£T.41 L ";(' ). +8.S ' Sheet 2 of Electrical Plans 07 ORA'. I . Pdt.tr!:::r. Tc~I Pre!cct 18.0/18.S b8 /JZi -~k'-;'--"---'-,, ~tJJ l~µ~~•-=c-!=!'=> __ _ DESIGN ENGINEi:iir'"RiGISTERED TRAFFIC ENGINEER NO. 96 DATl: APFaOVEO l!/4,;em.6er co 1979 , CO!VP(IIT £XPAIYS/ON F/Tl"ING -'=:=z-~ ~ ~ ""as TRAFFIC BnANCH Orae,n b o!1!'a. 2.·78 l?EY, a.S. 1-79 Chec~d b L.H. 2.· 78 Rert l).S. 11-78 tlG.Ul-lU ... .-~ . coA i-16 ~-'1(1_'4~5----_!...:-.C- \' ~c \ r \C 144----- I eo/'IOUIT EXPANSION ... FITTING. • ~xis/1n4 Pae1h~ Cot2·~st.l~t-.Mz1qq· C?..!:.~;;l-----'. WIRING DIAGRAM NOSC4Le 0 - 6 8 /0 - 7 9 II LEG£NP FOR WIRINGDIAGRAM 200 }~;,..:.\JV4TT HPS LAl4P .LJtYO 8J:Jt.l.4ST TO Be ll'IST.LJLtE.0. NO. 4AJ'/G 6001/ C'//Btc TOB£/NST.4Lt.€D I /3 NOTE: TMIS PLAN ACCURATE FO~ ELECTRICAL ONLY CON.OVIT EXPANSION r/77/NG J \_CON/J{.I/T EYPAN.SIONrlmNG , . • AS BUILT. 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B.4./L/!J.57.5 5//ALL' /Y.tJT&J; #fEL?- 1§ /l'ISTALL ,, --._. ~, 0·=· .-'?, c, __ ,-,.::' =--, twE MtlLT/fi.E ~A'M'Cc ..e'SE/2' AT t/T/L./7Y RJLE /i5'? t/TIL.ITY R.i;lv'I.RaMEJffS. / A S ~,, 0 U I LT ' • CONTRACT NO. 280204 RESIDENT ENGR. R~Sif__ungs DATE •. -5-tfJ.=fjj2~ 0.1 ML E. OF BAYSIDE DRIVE -- TO -0.1 Ml. E. OF BAYSHORE DRIVE-DOVER DRIVE JEET tJOilE: TMIS PL&r.J t.CCU~ATIE FOR 'ELECTRJCAL ONLY 0 !O . 100 200 FOR FiECUC:D Fl.ANS 0 1 2 • ORIG."NAL SCAI.E IS IN INCHES 3 -,~3~~ t~f;·~?~- 07.?09 -.?8070/ 3 • I , I z ~ 0: 0 "' ' & ~ ~ 0 .J • § ] ~ u d ! ~ ~--~~ rr w co 2 ::J z [.9 z > ~ rr 0 ::c J,J :0 > ::i 7 I \ I < ~ l~l =, ·c ~ J!i 7 > ~ I < ~~ D 5 :5 '" z C i < 0 ~ □ .§ . C s " rn ~ z " 0 D z ie ~ rn s C ffi D i □ g C C 0 @ a 0 C e D J n z 'i Q I I C ., § .. , ' 0 0 - X X --x:-----a ... X X TRAFFIC O:isi9ned by 7 0 Ora::.n by Crec~~d by t:QIC~i;;l FORM DH-P0-92-PF' ~ ~;:t:-:~ ''·•>:--.~ il~-:i.~,_:J. C: BRANCH '· D.S 1/78 ' Jc P'.76 ,!I-/ 1/78 I ~1 • ~ ~ I , ~ I 11 ~ / (J ~ ~ /_J K!=\I ==l==-~--~ ______________ @1__ ____ /, ~--------11----~ ' ------------------- ' CtJAST p.4C/r/C .!IS :JS • AltJTeS {ThlS" .Sheet-) [2J /?£.MCJ//E ANO S'ALVAGe Or ALL eA'/STING TRAFFIC 8/Gll4L AND HIGHWAY LIGIIT/NB et)I/IPMeNT @ .REMO//£ AAILJ .sALV"90c £J'/STING CONTROLLEJ? ,4SSEMBLY IN TYPE ":M'" CABINET. ~ ALL £X/.S77AIG NA6#ETO.METE~ ,ANO .tt:?c??LlETECTORS .S/,IALL 8c ABAAI.OONE.0. ~ REMOVE ANO 0/SPOSc OF MIST/IVG /£0/P¢0f/ h'EAJ/Y LJVTY Tf"PE "E" SIGNAL 4NLJ UGI/Tl/VG ScR//ICG. pp#/PE088/E " : :::: . ' ·) ,• NOTE: THIS PLAN ACCURATE FvR ELECTRICAL ONLY 0.1.TE POJl:!:CT CIClll[Ell 7!. , .. .. I f'..~-'.~1' t.~ff ... , ,. ~ -< ., :> -·-_,--, ., . . : . ---• -.. ..-_ . -- .. -. : ,. ---~' . ' .. . -.. : •, ., ---~ ~ ;: .,, • :. .. ' -' • - . . -~:_--·,------>. -·· fe:t t:'~:s Te:-=1~ Sheet 4 of EIEcl:-;-~·□1 Plans 1-0-7~12-Ml_½! _____ , __ ~_t_a_.o_/_f._'8._S_-'-'?,-":O'-'--l-'-3_'2_1:1 ' ... IJt ',IC,N ; NG«,Jf R RfGISTERED TRAFFIC ENGINEER NO 9G OAT!: Al'PilOV-d> ------ 0 40 • • A S .• 8 U I LT· •• CONTRACT, NO. 2€0204 RES/DENT • ENGR. Re. Si?unb.;;; DATE • 5~~-82 l?EMOVAL LtJCATIOIV "I'' TRAFFIC SIGNAL PLAN PAC/r/C CtJASTHWY. tfl) BAY.S/LJE .OR/VE FE£ T 20 4C 60 072tJI -28020/ - 4 ('J z ~ '-0: 0 0: w OJ 2: :J z ('J z / ~ -- 0: D I \ \ [[ II) W I [O > tt> :J ,r z cJ CJ Ill z ,· I ~ ~ 0: ,□ [[ w OJ ~ :J z ('J I I •• U ,7 ' ,)_ - X X X X ' J 11 . FORM DH-P0-92-Pf _-, ' / C'Oll.01./CTOR SCMEOVL£ CONDVC70R SCf/EOVLE SHEET s OF ElECTfllCJJL PUJIV& °"'· """"" ........ '"'""" = T=I Tc::J~ ~~ .!!....=a 07 ORA. 1 -18.0 lo -71 l32i • o.!:l AWG CIRCUIT 3 r; DESIGN ENGlrJEil;';:i REGISTERED TRA,i'IC f!';!Gl::ZEJl 0-14 v11z Al I A2 3 --3 fJ1 c, 3 3 3 C 3 3 r; -----+-=3-l-~-::-~;-l-_;:;_-1--:;---t-':-liqB ~L~~~~~h~1/A~l/?~£:___-l-_2-i,.....;....-;-~2-i-_2----,~2-,_~ 3 Ca 3 .J -3 t: ¢Al DETECTOR 3 3 /Jz 3 -3 ¢AR P£T£CTOI? 3 3 02 GREE/'/ Allll1Jl1 I 1 ¢81 DEl"ECTOl? 2 /1/fJ 2 2 2 2 2 4-¢CJ OETECTOI? l I A,?_ 2 2 ¢Ca OET!:CTO/? l I I 82 2 2 2 -2 1>IJJ? DETECTOR 4 4 4-4- I PPB(1'A;) PP.a (¢>Az) I I I I -I 1 I 1 /2Pai ,....,,..'-,-----+--l--·l-::-r--r--.---:-11 om~=~~~=F=l-~-~~i==:=.~~ C,?Dt1 //1/TB?COl'lll/ECT -I I PPB (¢Bal I 1 I -I PPB COt'.41401✓ l I I l I I SPARES 3 3 3 3 .3 a T07Al 16 22 32 /3 19 49 INT. l!.L. 87. NAMEBJG!v 2 -- RIW -------coAS1 ---t --- ----_,.,,c - \ C. -\ Ill 245' TO /3. • '- \I: fi/l'I _) ----;\, I ~OR CtlNTIN(IA770N OF INTcn'CO/VN.ECT CONDUIT, .SE.E 6HEET 1 OF . EL.£CTRIC4L PLANS. {,4PPl?OA'. ZOOOJ - NOTES (Thls Sheet)= 170 [I] INSlilLL STATf-f'llRl'//SlfED TYPE,~ Tl?Af'r/C C(Jf<JTl?tJLLER, At/XILIA/lY E(ll/1/JMEA/T AAllJ CABINET COJJPLETE, ._,-Al CO/'IOUIT SIZE SHALL 8£ 2" Mil/. DIAMETER, l/A!Lf SS OTHE/ltVISE NOTED, ALL LtJOP /JETECTtlRS SIi/iLL 8£ 6'.ro; tlAILESS OTIIE/lt?ISE /1/OTEO. INlt OATE !0(:;SIG!'!!D 05 I 111 @ TC::>O t'IM ~ tJ <l t-----1~-f=:-'-='-i f: aECT 1'/ t.1 cl78 TC:::O LIi 2~ ~ !!!.!!CT i.H R,1;..,- e1c::1rs • - - [II 200 ALL LIJMIIIAll?ES SHALL HAVE l •·'' · i HPS LAMPS WITH IIITE6Rl!L BALL AST, INSTALL INTERNALLY /LLUl!III/ATEO ST/?££1 NAIIIE SIG/VS 0111 POLES @ ANO ®. INSTALL TYPE I PEC ON POLE@, lENCTII OF SIGN FIKTl/RE .Sill/LL BE G'-0." J1I INSTALL NEW l2tJ/,R,¢tJ// l'Yl'E D .Sl0AIAL ANIJ Ll611TIN6 $ERi/iCE. (SEE W/RINGIJIAGMM) SIG JO#P-12720-I; LTG ItJ#P-12721-I . . . lJETECTtJR 3-/1·8/ .f..f/lL I BE JY/REiJ ft/17/15E&/?4TE LE.,;IJ-/JY C.481E. rJO. '> .. ' ,;:! 12' ~ \\J aj klNO • "1- ~ 8' 8'.' • 2·" \D 2 CD ,-(2) .... @ .... @) -® -® -(r) lGlJ Bl STAMDARO DESCl'llPTIOM ~:G.~y1.A. 17-2 -70 .30 20' IA 10' - IA 10' - 19-4 -70 £0· 30' 17-2-70·:2-o' 20' IA TO' - IA 10' -/7-2-70 a)' 20' \ \ NO 96 POLE SCMEDULE LU~1 INAll'iE UJ:'.1.1'..1.A. ~nT N C!..M! SM. 1.2' l200l)[Y --I 72' 1200~/l!/ 12' 200 iz;;_)!JV -- 12' 200, }JY SIGNAL ~-1 0 U ~J T I N G P.P.0. STREET /JAME SIGNS V•HICLE PED. PMtlS;;: MESSAot POLE SIi-/-T ill-1-7 !.T-2-T SV-2-iA SIi-1-T TV-! LT-Z-T SV-2-TA t!L\ST A~~.;J !//AS /vlAS /IA/IS -- MAS •• 'l,1241) V. RV/Cc ~ -s' SP-1-T I A,2 ·, SP-1-T Ba -Ea - SP-1-T !32/A1 Baµsida Or SP-T-T Al ---I - SP-1-T Az I n7 A-IETE?. f n ~ !-7 .. I ..J -'= ,_,, '~ ~' -· ' T£.:>;_·r Bt..OCK~ ('! ),}!_) ) . .-.. "·" • '" • l I I J N Bausida .Or - -- ---------- t -R/;y~--- STOC:::J Lll"'/..1...,.., ". • . . ...... . ..,;,., ~ " ' C 1· r-,•·;·· ~ • •• • '1 r'n::J'tc .-e I [UL: ,:y rurr.rsr.ec; -~ . ' , ,....,j=J''; 'IT. d-_1ij {.' ·-s· (,' AS I --- BUILT - .;o;.,i H"(x· f< ( . , ·, I '; -rv,, ""J,...j• If ,:,,_ .. , .,,,_ '--·-·· . -·-···7 -' ,. - ' . . . IIJ-l'P-1272:J-!.I ,::;T,~[[T NAJI[ S/GrV.S Jlt/T[/?SECT!rJ/1 LIG/.,'TS NEV✓ fl) 'Fi-P/272 /-,if II f _II PCHSTD£"T L ,,-·,~AfiO•_L 1LOCATION 1/T. C io/1l.:>1l1,:y) ELECTRICAL S£RVIC£ PACIFIC COAST HiVY. t BAYSHORE DRIVE CONNECTION TRAFFIC SIGNAL PLAN PACIFIC COAST HWY. f_ ... AT BAYSIDE DR. FEET ·1 ! 0 20 40 , 80 ~E.= -NOTE: THIS PLAN ACCURATE FOR SIGNALS, LIGHTING, SIGNING, STRIPING AND PAVEMENT MARKINGS. r!==~~=;===;;!==========-~;::=::==;=;~:;;=================================,===-=====~~===============~======================;========================;==:':::'::===:a===:''=:'=:=::=:':'==========r===/ lDG•aua OU( ltoJlC1 hGIDflO AJ'l'l'.N:IUl OlCOc:l(D0(0 o, CtU 0720/-28020/ . ~ 71 7f' 5 ~;~t:rl ;.:.-... .-;,.. -~{~t. I .. ~ ~ 0 ~ rr =, w 1§ [O ui z " ~ > ., e; '" ' ::J □ z . ffi rn z , CJ 0 Q z z ~ , □ < " 0 w ~ " ~ ~ " 0 ?, ...,_ u " 0:: □ 0 ~ ;, -z ~ I I \ -----,., 0:: w m 2: ::J 7 z CT: s u ui ~ c-~ > < ::, g; 8 ¥ • 6 81 X I ' i X . --x-----J • . X . X FORM 0H-PD-92-PI=" I ' . . .. r• • L--\ ',. r,\ L--l.,~ - ' -J ----------/r,-1/W--:_;;r T~AFFIC 13RANCH DS 2·78 1/lt.rJ 2-78 . L H ,?-7& '--'-' DAT€ PCOJECT OGtDE(R &P?COVAL GECC~EDDED BY - . v-~ -"-.. •, ~.; ti~i:f'.~; I . I I r-1 r-1 ~ I I I I f..) L-Ll-l -~ ---I . - . ., • I • r I r, r7 . rJ (.J l_J ~J \~J ~J - I I . . I I I ' l ,..,r~ r----,~~-----r _ ·= '-1--v -~ --v ~ of E lectricol Plans I Fd """ -~, I Td /I -T~I C':-::l~ r•:,.. f½-:-::J ~If 1rr7--7:--r:Cr.:-:::'i'.4-:--r-l-:---t-l-8:-.0-:1/;-lfl7-5 ___ r"7.~'2...,f7Ji1I ; ' ' Di SIGN I I ' ! ' -' -------------' I I -------- ---:___ ' £. 8_z'\--- ----., .. ~::l-~ --_--,---- ~\"-~ 11wY. ' ' -. '\ J --- ------------~ --------------- \\ • 11 ~ • I\ /.,- ----- _____ c..,_.----------- ------------____ -..:----~ _/?._V._W_;,r-------___ ------ -· --- _,:_· -- " - .! ,Ji::e; ~-, lr7 lr7 NOTES (This .Sheer)' ,-~ ~-Y~ ,k-d.lh:!J-J . [Z] A'EMOVE A.t/1.0 SALVAGE ALL EX/.ST/A/6 T/4½'.rr/C S/6#AL. AND JIIGHWAY LIGHTING . I . ·- ' --- f)R. NOTE: THIS PLAN ACCURATE FOR ELECTRICAL ONLY .. ,_,_ , ___ .. :::., ::: ,: _·, ,·~-~ ........... "'·?"-~·. -· -• -;, . ,. ~ -··,.:::'-,-~·-,:,:·::,:_--·,:>;.~·:·~.:-;·-·--:::_; --~-~~-----·-,: ~-,----~ -~--" . ---·.,--,., __ .___ , .. --- '. . .. -. ~ . . ·.;, -' - '' - • 'ti . . : A,·••••••--,,,' -i - ; = ;> ,_:;:1>~,:t~~:: "·· ·.:· __ ·--~ ,-: ·:· ·~q1,. E(flU/r'/vfENT, b'A/LF.S.S OT/2'.c;:E'.W/SE AIOTE.O: A'EtlSE <=X-'677#6 TYPE 200 COA/T;et?L.£ER ASG'c#.BL.Y AS sh'OW/41 ~Al N€W LOCATION "2". REMOVE: ANO OJBPOSE OF EX/97/NG 120/240 V 71/PE "E" SICNAl ANO LIGHTING SeRVICE. 0 AS BUILT, l?EMOVAL ltJCA T/ON II z ,, TRAFFIC SIGNAL PLAN CtJAS T HWY. AT DOVER DI?. FEET 20 40 60 072(?/ -280201 80 ,oo 6 . ••T -UU•--••a 1-..fl.-• . I ' ' I l ' ' (cl z ~ !I □ cc w co .:a:: ::J z (cl z <' :cf [[ 0 a: L!J co .?, ::J z (cl 7 _, ~ 0 s < u j ~ "' . z g ~ ' l(,,) J \ X X --x-----" • X X " < 3 _, 1 ' 0 ! " '" m :'! 0 z ~ ' FORM DH-PD-92·"' -~ -CO/YLJUCTO.li' .SC//E.?lt/LE CH'lC Ul'T --.a 3 3 a 81 .;J 3 3 --3 -3 .:;)" a Sr -.3 -:J a B 3 -1 -ft. {J z z a -a I / a D' 0 r7 I -I / 3 .3 3 tf 0 /fl 0 9 f~ =c;. 0. 3 a 3 -3 .3 -I -z. c -7 I - -1 / .3 3 D ~t) -&3 [] a 0 0 6 0 n V a a a a n : ' I ; TYPE" .l PEC {//1/ /"T if/? ,S/qn .U/~m1.Q.<m-M - 1Gl./ l/..5b;,'".?I t~ .£-i;. ,...., :;.... z 2 -2. -2 -2 n <j z a I I I I I / a -2 -z -2 0 c -2 2 3 3 a -CJ "I.? P b'I ,!1.7.r,9cmr l",'Jh {1C1 ,!1.7/2cmr PCc ,tl.7/ec/,:;,r -j -I -z. 0 -3 a a -2. il 0 0 I D'i G D 1;?I;i /17/,?,r,:;anr,,ecr Cc0/e o a fi"/ff -- -t- ;1.3 -- -- -- -· - --= ......-- . <l" a PVt.G eox ,3-,?#/,i'C4B.t,; /i}''C. ' ' I" g • A, .J~-__::~ . Bzp i-------::::-7 JI}~, /, - CT (&/' r~~-~~-. -~,,, 9 POLE SCHEDULE ,_ ___ --STANDARD --~-==rr ~-~~~~AIRE-SIGNAL MOUNTING -· PPB. ~r.1✓11!1E$!1-/I\ NO, DESCRIPTION JIG ~-A, jLUM'A:A.-WITH GLARE_SH,r-,::ocl".'_C,~}sr.f!RM-_--::_PE ~--P_HASE ME$SIJG, (I) i-A 10· - - __ _:: LT.?-T - - Bz -\ ',2} /7·,?·7,:J .30' 20' /c' 200£J!J.Z:I.ff SJ,'-/-,T Al,45 .5?-/-7 8z O°df§l" I 3J /6'-/·70 /8' -ZO' --11------SJ,'-,,?-T,4 ,1/,4,5 S,P-/-7 li A.!? ---=--1 1· ~ ?-2-7.() 30' 20' 12' 20!}t:::2")/Y Sv'·/-T IYA5 -,A2 _ -(5) 1·'1 /0' ----TY-/~T-----S.P-J-T -(f) '(Y?E.3:J ____ 20· 10· __ - - 'f5Y-;~5r-; A111s -----' : , 7·c·7tJ 30' ,?.()' 12' 20/Jf.!!f:!J.#' SJ/·.?·T/1 Al-45 -9 /6-/-70 7?" co' ----S//-/-T /ll,IS 1 - 9 '7·c·7tJ 30' _ ~a· -~ 1-R' _ 200~11!_ _ S//;l·T Al.,15 ; S.P-/-T @ /-,4 10' -- - TJ-':l·T -• SP-/-T -·-··------' --'( I -=Po~are - Ai - A✓ - ._ 82 . - TRAFFIC E!AA~JCH Ov?ir ... ,ed c,_,, ..... , e, r. S::= . 2-78 Cl:~d r,,, ~.H., 2-78 [IIGJa[EI M _, . , ____ ,_ ---·-- 7- ELECTRICAL DESIGN PLANS SHEET 7 OF -"./. ~itr OSI. ec.=, = Pe:1 ~ .. ...___, i~ ij Te:IP':;:~ ~~ 07 ORA I 18.0/18.5 1Y IJZ! 01/~:AO .SIGN v-__ (290W) ------------------ c.c.o. #/2. 0 0 ' ./ ¢------ ----- [fl rOA' /AISPILLAT/CJ,1./ Or t:)YERHE"AO S/6AI, 5E£ .SIGN .PLA.NS. U2) [./\/STALL. 12/J/240 Vt?L T 7Y?E 7lI SERVICE. _ TRJ!rFIC SIG1~1,-/!., .S/G1VS, S'PA'/;V.KLE}? Ct?,A/TRt?L LEI?, Al/0 1\\4VIGAT/t';'/ LIG/ITS. IP 41'/2722-M INTERS£CT/Oll L!G!ITS -.I .IJ #-/2723-/vf f-:..·· ... --.--=-·=--re---~:.t;,;;,..:3'<# -~-0 z ~?--r--:..;;,;:..-~~------~·-2.-.--•_· ·--. ..,__.!._ --~ ---'-• ~--, ,,\ INSTALL STATE rt.1/?l✓ISHE/J TYPE /7tJ C(}/'ITROLLER, AtJX/LIARY E&l/!?AIENT dl'ld CAd/,1/c-T CtlA-l?LETE. ( C. C.tJ.. # 28; IA/5T.41L l#TE/?$1.I.IY /.I.ILl.#/#.4TE,!1.57.tf'EE,T .!M.#E .S/G,415 47 r'&E5® .J. (!) /#.STALL T)',PE Z .PcC L/#/T ..4T .PL7.IE(z) h.?R //YTE/f'/Y.4LLY /.IL£1,#/;Jl.4,TE.!J .57/i'EET ;YAME ,.5/G,,Y C,tl#,T;ftJL. LENQTH OF SIGN F/.>:TURE SIIAI.L. BE G'-0." Ail 100? ,tJ,E7ECTcJ/i'S .5#-1.!.I 8.E 6',/"6; tt1/&E5.5 CJ?YE..f'IF/.56" ,Vt77EL1. NEW LOCATION II 2 II -,0.1? fiLlcJ.,PESCE#T .5/o,V L/5#/7#G /7)'7.t/.l?E ///.5v?LLATl.::J,,;,;SEE E5-30. R£MOV£ ANO OISPO$E rJF E//ST/#'5 /.?t}/21'.c:JJ( 7Y?E ':E''J/o#-4,e //#.L?L/6"#/74/G < SEK///CE." -.. .,.-; . .,,,.,•':'.r/ .• -.r.?:;.;p_,.~.~~i~~'.r~L..-'::::..r .. rdEE.::-~·..,-;.·_)(_,..--_-_,,. _ _.,_r~•..,:;:-,,..;!""..=:.:-,..:~-,.;;,c_.-'.::'",.r.:.; -~ • --·~ (SEE fl///i'IA/G £J//1G/i'A.#).P.P. # 78S89S"E. S/1$NAL 10" P·/2722-I ; L.ll'iJITING .[Ori P·l2723-I TRAFFIC PACIFIC Sl.GNAL PLAN COAST HIGHWAY AT DOVER DR. -BAYSHORE DR. • FEET NOTE THIS PLAN ACCURATE FOR SIGNALS, LIGHTING, SIGNING, STRIPING AND PAVEMENT MARKINGS 0 20--' 40 60 80 b1209 -2so201 7 ~ '\· cc LLI OJ 2'. :::J z en II w OJ 2 :::J z (.') z > ~ '6: C D < ? a ,, => ~ '-' ui z 5 "' . z 0 ~ rr 0 ~ " C Ll 0 ~ 0 -z ~ ~ < ~ 0 ' " , w C c, 2 , " s z ' ' m ~ " w 0 ' " " 0 ~ "' C I' 1 • I . I I Dr-=- • 14 UG1ii£U 0.1.T[ • • --•-..!.-- 12 9 10 I I I ,.J -1 "--" PQOJ[CT [IGIIE[i • • 12 VIEl."J D-D E''--o-= @ ..,....,, ··-rr·· E~✓ APPAOYAL A[COU(IC[O BY I ·~~ lt.··-• .c,: ~i~~j1. 2 9 10 " • I ~."';._J==-==1~ 13 0 21 • SECTION A-A I II 221/2 MAX. 19 I • SECTION 8-0 • 19 -- I / I 0 I . I II 22Y2 MAX. . • • SECTION C-C TYPE C • SIGN "7:~:;:~c~~CXCZ?'h;~••''.''. _·,:....:_-~-;;'· ,·: __ . -. . : . . --·-·.--~--. .. . -. . ,---,, -~-----. .., •-. ~ -,·-----::_]:·· .~. . .. m ,2'=0"=01 SIGN ~n 1 n I ______ ..,..::' - \ ' I I j I i ~ l . ~ IS I [fil] I ' ' I \ ; ' • ' I ' ' I I ' i ) i I ; I ; 11-611 -61 SIGN ! 21~011 -81 SIGN -1 I I 1 ' ' ' I . I , I I . ., I \ \ I \ 18 l [D ) ). I • C --I I -G' -G SIGN 2' o·· a· SIGN = I / , ~ \ ) ,18] 119 I ' IT7l I ,-------------I -1 • ! ------' ' C C ~ 910 Sheet 8 of clectr1cal Plans II • A ·s ·._·.·. ~ u I LT ._:·:, • :_~-·-::/_~:: _:_·r, CONTRACT NO·. ••• • 2S0~04 ·: ,'. ! RE SI.DENT. ENGR. &.e;_J;,fv~.r1.cc_i • .. ' -~ DATE 5=d:r=f§Jf2 • i . . I I . c::::r. c::::::::;7i = / PATE 4PPR0//~.0 [D-LO~ER l.lOU;'.JT ltJG ASSE1.l8LY. ti I Tfl GAS:iET . [ID-UPPE~ tlOU:-JTI tJG ASSEtl!lLV. @l-r.oo. 1/2-ltJCH, STAltJLESS Of! PLATED STEEL. 1 ~ 1-LOC~ 1 t!G PIN. STEEL. [[]-FLAT OAS,JER, STAlrJLESS STEEL. l!J-sus:,i I tJG. !lfi!lt!ZE. -FULL LENGTH j CT]-eOLT, 1/4-ltJCM STAltJLESS STEEL. 01TH SELF-LOCl(l:JG NUT. • !~j-00LT. 1/2-ltJCl, STAHJLESS STEEL, DITH THflEE NUTS, AtJD COTT[rl !(Er. -LENGTH VARIABLE. [ID-!l~AC~ET, 1/4-INCli X 1-1/2· ltJC,J tlltJlt:l!:J. -LEtJGTH VARIABLE. llOj-llRACr.ET, 2-PIECE.AO;USTA~LE. -1/4-ltJCH X I-1/2-ltJCH tJltJH.lU:J. -TOD 1/2-lt!CH HEX HEAD IDOLTS 01TH NUTS Ar.D, LOC~DASHERS. • • l illl--'-CLAUP. 2-PIECE, SHAPF □ TO FIT tlASTA!t.l. I -1/4-lrJCH X 1-1/2· ltJCH tlltJltlU:J. -n;o 1/2-l~JC,J HEX HEAD BOLTS OITH NUTS AtlD. LOCnOASHERS. l!~j-uoutJTING !lOLT. 1/4-iticM tlltllt:U:J, \"JITll tiu11 f;tJD LOC~D~SMER, OR SELFLOC:tltJG t.!UT /'.!'JD . COTTER ~EV.' U:::j-co:JTlt!UOUS HltJGE. 1!6Jj-niu:.ii3 SC!1ED, 1/4-20. .ll lrJ I r.:u:.i n::o PER SI OE OtJ 49-ltJC:,J CHJTiERS. !15I-REFLECTOR. 0.040-INCH l.lltlltlU:.J TMICt.i":l:£SS. U~j-ALU1.lltJU:.l STIFFENER. i!rt-FLUOi'lESCErJT ll!\LLAST, F72T12/i'OiSTt 2 . Ii ~j-L.WP, T 12/COO L OH I TE. [~I-LAtll'MO~DER. . ~-,L_A!'.1rMOLDEfl TUfUlET. " i2ij-SIG:-J PAtJEL, 15-ltJCH tlll'lltlUU MEle:,JT. llESSAGii: IS SMOC:-! ELSEQIERE. &~!~corm, IG/3 TYPE SJT. . • C01.IT mucus FflO:J SI G:J TEi:'.l ltJAL llLOCti TO Sle:'JAL HEAD ~OUNTINS TEr.:JINAL COt:i'tmT]1EtH. FOr.:J A O~E-FODT D~IP LOOP BETOE~~ Sle:l AtJD UASTAr.:J. !?aj-coriD co:.m:cTo~. 90° Ar~SLE AT SI G:l. LOCATE ltl UPPER 1/3 OF Slla.'L ST~All:llT AT UASTA!i!l. DRILL A~D TAP BOTTO~ OF UASTAR:l. @~i-l•ilJ UST FI XTU!lE LEVEL AND NO LODER Tfl~~ CENTER OF Sl~AL Aru.t COtl:'JECT I0:-J . !2SI-LETTERS SHALL BE SERIES "E" 8" UPPER CASE AND G"LO\'/ER CASE. . i2§-G'SIGNS SHALL BE USED,UNLESS OTHER- WISE SHOWN ON THE PLANS. STATIE Of CALlfOA~IA . BUSINESS AND TRANSPOc:ITATIOM AGE:r~cv • OEPARTl'JENT _Of T~ANSi;::Q~TATIO~ li'JTf ~&';;JAll V lllMl'.:'.JU~AY~@ SY~~i!Y ~AtJ(?; $0®"'1 cc L' i OJ ~ :::i z [.!:I z ~ cc 0 cc w OJ 2 :::i z [.!:I z ~ cc □ cc w [O ~ :::i z . I I ,-I '.;c'. ., C ~ 0 ~. (fl "" 11 I -w z rr M 4-~ <C "" ' ~ C \\ . ff C ~ '• z >- 0 " ,ti I" i ~ C I 8 w C r £ .,: C r 0 g 0 -~ 0 J Ill g z 5 C. < z C u w ~ < u ll,- 5 " ~ ·" ' 0 . s X X --x ( . . X . X .. :-. .. -.. -··· -------·•·-· . rP[Lffi\~u l~~u ffe\~[» f[L~~u ~flE:t~lF~<Cffi\ u~(O)~~ QUANTITY HOLE SIZE BASIN SIZE SOIL GrlOUP BOTANICAL NAr,lE C0t,1~10N NAt,1E SIZE At.1EMDIJENT (EACH) DIA. : DEPTH (0IAt1ETER) (CUBIC FEET) NERI UM OLEANDER 'SI STER bGNES1 SISTER AGNES OLEANDER 1 GAL 16 1s1 I 2LJ'-" 24., 1 I A ·18~ I 24'-" 24'-" PHORMIUM TENAX NEW ZEALAND FLAX 1 GAL 35 I 1 I . I 'vVASHINGTONIA ROBUST A MEXICAN FAN PALM TYPE A 5' 7 ** I I ,fc * * * NONE C WAS HINGTONIA ROBUST A MEXICAN FAN PALJvt 8 7' 12 ** I I ** * * NONE WAS HI NGTONIA ROBUSTA MEXICAN F.AN PA LJvt C ~( 9 ** I ** * "' NONE I 71<" I I ··- F MYOPORUM 'HORS HUM' MYOPORUM FLATS 12,250 I -112 CU. Fl. I pl="P SQ YD. . I I I LANTANA MONTEVIDENSIS 'ORANGE' LANTANA ORANGE PEAT POTS I NONE 200 I I I . GENERAL NOTES . 1) UNDERLINED PORTION OF BOTANICAL NAME IS THE ABBREVIATION ON PLANTING ·PLAN. 2) AREAS WHERE LANTANA MONTEVIDENSIS 'ORANGE' lS TO BE PLANTED, SHALL BE INTER PLANTED . WITH Jv\YOPORUM 'HORSHUM' ACCORDING TO PLANTING DIAGRAM. . . PLANTfNG DIAGRAM . . . .... • -EDGE OF PAVEMENT ... . Jv\YOPORUJvt 'HORSHUM' . ·". MONTi=-VI DE NSIS 'ORANGE' . 6' 1/LANTANA • • . . • 3' • ) • ' 0 .., • .. .. 45 "-• . Prcjoct Lcnd:.cc P" Atduroa °"'· G. KATO 0 + 0 0 -fooo+o 0 0 + 0 0 D 0 0 0 0 0 " 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D D -,-0 u + 0 D D + O 0 o+ g' 18"' Dni n Lcndsca 8 P" ArchiSed °"'" M. SAKAMOTO A revel lleccmmen d to pp ck By D<i RF. BLOCKER I ;;. ... ~;:'..~ ~ ":: f~~\-1 . bviu:d By 0 • at . . . . . ,. . . •• . . . . . . . . :..· . 0 I C0~1r.1ERCIAL FERTILIZER PLANT'tJG PLA:JT ESTAB. *1 TAB *1 TAB NONE NONE NONE 15 LBS PER 1000 S.F. - . . . ----.. , . .1-",., ~ .. ~ ) . Dl:rt. CC:JlITJ l:CU'TZ Fwl' CIL'.:)-.o,".AL r-:::=:7 ;;..::.:.."T ,HJ#, I r, 07 ORA 1 18.0 / 18.G 75 !Y2i ,., PLACE TABLET (OR TASLET~l ADJACEJlT TO I. 4'1' PLANT BALL 6° BEL01'/ FlfJiSrlED 611ADE (;~rkL~ . . LANDSC,\PE'. AKCHIT:.::t:T R!G157RATIC-N NO. 1457 * .., SEE SPECIAL PROVISIOrJS _,.. DATE AF?kOIJl!D A/41/"" m J.. er 2(2,, !._.979 PLA~JTING Llt.11TS -EXCEPT \'JMERE NOTED ON PLAN RE~.lARKS PLANT SPACING FROi1 SHOULDER FR. DITCH, WALL FllOl'J FEtJCE 15' O.C. 10' SHRUB AS SHOWN 5' 7' SHRUB • AS SHOWN 10' TREE AS SHOWN 10' TREE . AS SHOWN 10' TREE \ 18'' o.c. 3' 3' GROUND COVER 6 o.c. 5' 3' SHRUB - . . . • . , . . • . .... • . AS.,:·~ U ~ LT . CONTRAC.T· NO~ '· .•• .' 2~01204 • .. R-s,o·Er.J· r' . .-ENG. i:::i • w: [;;' • r:::,:-~-• .,..;,-:,,.. -· C. · -· l \.. \._._...._. 't-./ i J (~'. ii A t...--i.:·;;:> • DATE • 5 ',Q e:i2;· -(;3 ---.t-o,,,.., -··· , . . • . ~ ' I ~ ~ .. 07209 -280201 F/?ilME Ne, ~ FORU H.U.31 O~T es t$T ••• U1 .. ,-.. ••"""C&f' AP/?li.1¢15 / ,r•l (9 z ~ [[ 0 [[ w [lJ ~ ::J z (9 z ~ [[ 0 z g < C u ~ 5 u □ ~ => I z 5 ~ ~---., [[ w [O 2: ::J ~ G ~ ~ -> ~~ ~ i2 0 - ~ J 'E C ' C ~ C ,., C s C 0 ~ cJ , I I . l ' l t ! ' ' ' I I ' ' X X --x----------!1 X X FORM HD 92 PF • • 1i ~ I I I • ! • • " • ! • 0 GENERAL NOTES 1) JUTE MESH SHALL BE INSTALLED GROUND COVER AREAS. lf'-J ALL N BEGINNING OF LANDSCAPE WORK STA.139.0 ----- -, • • • ------ ...,,r-=;; .::;, ; 1/ _,_ Proj:,ctLuchc.ape Arch,f,ct Dq,fe D H•~f'I ~a.d:,opeAn:ktt?c.+ Oc.te Appl"DV'a.) Rtcca'lt:1Cl'fld.e~ By Oc.fi! G, KATO M, SAKAMOTO R.F. BLOCKER •. . f:,.~~t.- '&::~~~4 I •• ~3!}½, ·-~. !i;~,;w ,, 11 .. ,, .. By I COAST 137 I , , r i I I I . ' ' '< ' ,· I I ~ ~ ; • I \l\ / n· / !~ :' . ,, • f , / ,, .... _, I., • • " -, i i , . . I I / ' i ! -. . -· ...... ~ -. ...... . . ' ,, -.. . . ·'. , . • ·r· . . , . , . f _,.., ,__,.- . --~--~--~~-;_;;: t' +--.-850 SQ YDS HYDRO-SEEDING ----- -,,,:..__ 460 SQ YDS HYDRO-SEED! NG I ~!,;- I I I / ~IMIT OF GROUND COVER j ·' , , a -",.---10 LAN, MON. ORA. 2 PHO. TEN. .,. /_ 4 ·,a 145 . I I l I ~: :--,,:' '-. I I \ l I I I I - \ I ' i \ Dul. f=t Mllas Tc:c! Pn:icd 07 ORA 1 . ' /8.0 /8.ff, 76 /}.?/ DATE APF!?.OVED ,lf/al/em/z;ec 2~ 1.3,Z..9 ~---LIMIT OF LANDSCAPE WORK STA. 312.70 250 SO YDS HYDRO-Si="EDING ,.. C :~· ~ \ -r-,r; A 2-:3 { ;,;.:-/ .-: .,,. "" _.,, ..... "}.#' . J! :\ \ • ·? "'-"fe LiflJZ ~- /V 0 ,,,-":, _,,>C:" 07209 -280201 p 1 ,. CD z ~ 0: 0 rr u [[J '> ':J z (') z ~ .._,_ cc □ 0 ~ C Q § u 0 ' -, -~ 5 n ~---.~ IT w co 2 ::i z I \ . " . " .. . 0 " :.I ~ ' ' • i ' ' ' ' ~~1 ;;.,..;l ·'u J \ , ' _,, X X -x----------, X " 1 • l ' i fORM·H0--92 PF 3415 t/JYO. HOR.---- ( 930 SQ YDS CULT) 14 PHO. TEN. 9 WAS. ROB. ··• .. (:. • 'V' ~' .... •, . ·: ~ ···~f>. :'.)-. ~<." . A,✓, • (!~Z, ,:; .. [ 2 TYPE A~ 3 TYPE B 4 TYPE C 23 LAN. MON.ORA.-_,,_ 29 LAN. MON. ORA. .... I G. KATO M. S.\ -<AMOTO R,F, BLOCKER • I C ~----------------11 WAS. ROB. r~ ~~~i ~l ti TYPE cJ .,.----55 LAN. MON. ORA. -r---9 PHO. TEN. 29/0 ,1,1,u1. HOR. ------(744 sa. Y.OS. CU/ T.) . , ! :..-~ C ~ ..... ,. '<l!J,t~ "~ ~~ vu, B. '.'>' -,.,,___ c.-., ·;%;· ,.,,,,,-~~::: '9 ::--..... . ✓ '-.. ~ -;;:,. • Co,?~,, -/ ~ ->,: /S.g of --------J >----ORIG//1/ALLY PROPOSED LAlvDSCA,0 E, 0/I Nt'h'Th' • SIDE, .BETfJl.f'EIV ST.4T/0/vS 152+80 A,·VD /54 ,"-c'tJ TO BE D.PLETEO r:1?04✓ PLANS. - " END OF LANDSCAPE WORK ..--; ----==~;: STA. 153+15 • -·~-•--·;.,.,-- ------: . ' . -..,, , . ~~ '>-<... \ ~\ I , BeCJch / I -~-~-e, ... ~~ .... _ .., --..;: ....... $ ~-.. --.;:: : , \ \ ' \ \ \ \ \ \ \ - 07 ORA 1 Pc1t Milu Tero/ Pri:i,ed /B.O 18.5 77 1§2/ LANDSCAPE ARCHITECT lj,.,_,~4< REGJSTRATION NO.. 1457 I ,f-!."'"-- Co/;tr:2c-£ IJ/c. 280204 C. C. 0. 1110. 33 I I of 11 07209 -280201 p 2 I..!) z > ii'/ ~ IT 0 [[ IJJ OJ ~ :::J z u z ~ D:: 0 I \ [[ w OJ ~ :::J z < ~ " 5 < '-' ui z 5 ~ . z D ~ C D ~ cr D 0 g n z :s ~ :i C cl J ~ ui cr < ITT ~ □ cr '" rn , 0 z > rn cr w 0 C □ ;j-! ~ ::,-> < ;; f! ~ u • s □ ..,. ~ X • X --,.x------ X X 18 • IRRIGATION LEGEND ◊ WATER METER(11--2") ( CITY'S SHARE) BACKFLOW PREVENTER ASSEMBLY (1 !;2") (B.F.) MASTER REMOTE CONTROL VALVE (11'2} REMOTE CONTROL VALVE (RCV) ...----Rev SIZE l 1"-Al), ... STATIO~ CoNTROLLER 0 EL..ECTRIC AUTOMATIC CONTROLLER c::=oGOc;::;;;t ------- ~ IE) e t><l 18 c::=,<:J PVC MAIN SUPPLY LI NE ( 1112" • PR 200) GALVANIZED STEEL PIPE (GSP) SUPPLY LI tiE ( S.L.) WATER LINE X-OVER CONTROL WIRE ROUTING ELECTRICAL PULL BOX (BY OTHERS) QUICK COUPLING VALVE (314') (QVCJ GATE VALVE (1112") PRESSURE PRESSURE REGULATOR ( 1 1/2'') RELIEF VALVE ( 3/4'') J t. t ira e:.__--. ~~--~ 1:J , //'\ j/'}!!1.1Cf,-=,~-= • \'···• .. ~ no· q u -\ . .,_, ' ' /"· ,_1 ' ,_,, ' " l• t • \ ._ •.._ ,, \ \ ..... REDUCED PRESSURE NOTES 1) SUPPLY LINE DOWNSTREAl'-1 FROM RCV SHALL BE THE SAME SIZE AS RCV. 2) TYPE A-10 SPRINKLER PIPE SCHEDULE FROM THE FARTHEST SPRINKLER HEAD TO THE VALVE SHALL BE: 1" PVC 1 TO 7 HEADS 8 TO 10 HEADS 3) SUPPLY LINE FOR SPRINKLER TYPED -SHALL BE 314" PVC. 4) BACKFLOW PREVENTER SHALL BE INSTALLED BEHINC'J BRIDGE WALL. I / ! j ' ' j ; ; j I ~\ \ , f \ ', • -\ l 1¾:.' "', \ • ' ' I • ,\ i ,• ~ t># • l : \ ~ ,'j_ \ ~ r;,<.JT ~,._,:;.. ~ 1 \ 1 \ \ 1 \ \ \ \ '\ ' ' ' t i I I ' ' ! ' I ' I ' ' ' I I I \ , I , , / i J ' I l I ' i ' ' I ' I ' ' • ;i,~ ~ ., ' I I i ' / / i j I ! ~-T -· -+t--E-..,,,._ SUPPLY LI NE ( PVC) SPRINKLER TYPE D AT EACH PLANT ELECTRICAL CONDUIT AND WIRES, 120 V I ! ~ METERING EQUIPMENT ENCLOSURE I BEGINNING OF IRRIGATION WORK STA.139.0 ,. --------- ---·- G. KATO M, SAKAMOTO R. F. 8 LOCKER . . ·•· • ' • ' \ • ' : : I I •;--~-•• ,-.--,.-. '..•.•,.-"-• '• ~-•.•~ ,, • .•-••• ,•_7 _ _. •~·.',~.7 ,...;.:.~ --::, __ -, :c.•:-~;~,u:•• •• C :-:, •• :•.:'.•• • • • • ·--. . -. ..:: -.,. --. • -' • • ' •• • C '·•• •• CL.IF;= \ \ . \ \ -•• • ---.-, ' \ \ \ ; ' ' \ i " 07209 -280201 ~'?l-1!'~ ~~- ;. .., I 1 { FORli H-U-31 OCT 68 nT. •11C u,11,11=o• .. i,;a o•• .lune l'l74 f-oF 7 ;~?";;~ ~f;.~;~1 [') z Q z ~ C ~ '? c" 0 0:: u 0 0 ~ Q s ~ ~---~< 0:: w co :?. _, z [9 z > ~ rr ::J '----------' 0:: ~ LU \I) l'1 m I -2 ..,, ...i. :::J q-, 0 z ~ [9 Ill ~ 7 r-> I ~ !'. i.: 0: 1 0 ~ '5 ~ 0: ~ < w u m 1.:.i 2 ~ ~ :::J z r~ ~ ~ C < ·" ' n ~ _, -:::-- ' c:-I I " • z -,I "' ~ C s C ,a 0 □ gj Y. • I X , --x-------• ' • .... .' 1/ X I I: ·"' .• : /' ,, } -, .. ; ,, - i._v ...... .-_ ... •'-• --------~ • --- _28tJ2t)f_ -~ C '~ X 0 hwi:=dlly G. KATO M, SAKAMOTO R.F. BLOCKER I I . • ! u' "_j. • d-jy 1/ ~ END OF IRRIGATION WORK 8' Sl:JE,111!..r( NOTE: SEE ANO ~He:-~ ~,.., -,-,R IRRl'"A_l,N .::. ..... t: , ,· tJ r•...,.. u I I..,.' li[OITiONl\L INFORA1/iTION. --~,.--,,::" ,:..,--., .... ___ .:... • .,:;,_~t-:-...... ;.:r,~!/-.. '..::·, .... ,., .... :~·:.,.,.,;~ :;~ .. : .... ;..,.:::. ··:-.; .~-:-:-~ .-_-c;c'· ~ . . --• ·-. '· . ..., .. ·.: ,--:;-~ ... _._.:...· __ .~-.-...... •·._. __ , • .. . ·!:-~ •••. ~-· ·-::,_--~,. • • • -·· - --. ;, .. .-',_,·.\• • ' LEGEND •• ; i j ; / I ! ! i I ! ! I ! \ I ! I I I . \ \ \ I I I I \ \ \ \ \ \ ' \ \ \ \ ' / /; er:.r. c::~iITT L-~1'-\-,T£i-l 07 ORA 1 LA:IDSCA~E Ar.ClilTICT ~f~1-~.;.1·,;'-°,-• ----- RZGISTnATlON t:o .. _1~4=5~7~----------- DATE Ar'"'i>iWVED 4/4,,1em/2er 20 1.973 • A.-S ,: Bi U I LT. I 2 .... --. . .• • • •. •:• '_' • I .. . . \ 07209 -280201 FJ?.tlME Ne. I FOR.1:1 H•U•31 OCT 68 .. s., '111" ,u ... -... ,::a ga, .lune l'174 S oF 7 (_rJ z ~ a: o· 0: w II! 2 ::J z C..'1 z ~- 0: 0 a: '1 w, ro, "-..,, 2: ::J er- ZiJ Cc) i,, z -' ~~ 0: 0 a: w m ~ ::J z j.l "" - ~ .. Q (I) . I- '.S t,I\ < z 5 :J < Ll ui §i " < ~ " ~ □ . ffi m z ~ ~ □ z tj ~ " " 0 w " □ " ~ 0 \?, Ll C 0 ~ 0 z s " ~ ! ' ~ ; 0 ' 0 < Ll c] z C > < :c.: -0 i . s a I , ====================ae======================k====,·===================1======================"====;;====r======r=====r========:==::::::::=n=7;=;::r;J cm i::=:.n c::;.,;n ~ 1:1:1.=-..:rr:a. =.=-r '- 07 OR.!>. 1 18. o 185 BO y • X --x-------1 X X go ., G I e I TYPE "A" PAVE~.1ENT UAl'<:tER-- ,?.TENCIL WYE STRAINER" t.1AIN SUPPLY LINE-- P.V.C. UNION ,: .. ~ ,, ., ,, .. P.V.C. SUPPLY LINE ot,.a.oo.o,,•.., ' P•°' ~-L.✓ 1100'°" odl: /Q :.o •oa-'--J-_--TO R.C.V . ...;;- \'IVI:: STRAINER WITH 60 t.1ESH SCREEN NOTE: WYE STAAl~~O:R, P.V.C. PIPE AND FITTIMGS SHALL BE ONE SIZE LARGER THAtJ R.C.V. IT SERVES. l..--,v--120 V FROM SERICE POINT '•<;:<>---METER 1,-----SERVICE EOUI PM ENT -7 vr----SPARE ) 1JI r·---f,._ __ E.A.C. _J I 24 '/ SOURCE FOR MRCV I u.. ..... 'L-4-----~ I . I L J i, 4-MRCV 1-17•79 • FLANGE \'J/GALVA~JIZED BOLTS AND NUTS - (SEE STANDARD ' S?ECIFICATIONS) (GATE-VALVE~--::::,_ - -I HA~JDLE ~~ ------7~-, I WELD CHAIN TO ' GATE VALVE, I .--REDUCED PRESSURE TYPE 8ACKFLOW PREVENTER WASHER\ Ki 'i I FLANGE . ~DLOCX· GS P FROM r-1ET ER'= --, I ,..>-,. §1'""\STATE FL"1NIS:-I) BOLT SAME SIZE AS r:,£TER 1 UNLESS OTHERWISE ' ~ SEE DETAIL ABOVf I,...__ ~ • --;\:/ASHE_:_oEr ~\IL_) NOTED. I -----GATE VALVE WYE STRAINER W/8LOW·CUT VALVE<:> 50 t.1ESH SC,lEEN r---1 _10IRECTIOJI_ I > I l~ FR0:':11 METER ~idlt'-... ~,-m;, OF FLOW r L -___ J • • ti/I \ ••• •• I---~-36"----; 6 CU FT OF GRAVEL../ BENEATH OISC>-IARGE HORN, WYE STRAINER JI ,;; • * BLOl:J·OUT VALVE SHALL BE MODIFIED IN THE FIELD SO THAT NO ATTACHMENTS CAN BE MADE TO THE BLOW·OUT VALVE r: GS P SAME SIZE AS BACKFLOW PREVENTER UNLESS OTHERWISE NOTED = ---. PLUG . --•• ,,·--:\ c,. TO BOOSTER PUMP -;~~--·t, WXEN APPLICABLE .. ,. 48" MIN. • PVC ADAPTER_,/ PVC SUPPLY LINE BACKFLO\"J PREVENTER ASSEMBLY \'ViTH MASTER RiEMOTIE CONTROL VALVE • ... • TYPICAL 120 V SERVICE FOR E.A.C. ' t I I)' I FI...ANTING HOLE I,._: , O BACKFILL--!-'"" 1 ~~-1 - EXIST. VARIABLE GRADE Ii> FOR HOLE SIZE a DASIN SIZE, SEE FLANT LIST lo,,1=ll)y MIN . .. 3' ----, TYPE 'D' SPRINKLER~ / PCLY~THYLENE TUBING,} f ti P.VC. SUPPLY ( LINE \._RISER ,:i. PLANTl~~G HOLE- I· ,. ,._ i, . ; .:· ··.,,/\.:;. ·-· . .. . . I . ' . . . .·' ... -· EXIST. VARIABLE GRADE *sEE TYPE 'D' SPRINl(LER DETAIL TYPE 101 SPRINKLER IN SLOPE AREAS OUTLET WITH CAP\ POLYETHYLENE . \ TUBING ~~ • a []t1 S ._____~ • _TO PLANT) SNAP RING,, INSECT ( BUG) PLUG , Iii / SPRINKLER T'fPE •o• ----'/ __ r---.../ l/2"PVC 90°ELL (SxT) / F1NISHEO GRADE :s:%=,"!ce,,,,_ =ir+-•:;,"'~""~~,=.,,,·~--,-"",,... - .:::!.I ; 1, / 1/2" PVC SCH 80 RISER ,===<, / S • S • T TEE / r P\/C SUPPLY LINE SP Fl I Nt<LER TYPE II D 11 \"JITH RISEFI AND -SUPPLY LINE UNDEftGReUND CONNECT;ON 4· 1-'18 G. i<ATO M. SAKAMOTO R.F. BLOCKER I I . :C:\:~~-=·.:::~::,~::::::tf;;1:\:1;r,:r;,\F·::•it~:_··.·;::: ___ ·,_(~~f::_;:_:.,)-.·.·.~~~. .:, -~ a • •' ' " . -. ,,_ ----!: . ·--- .•::••--•,,A•-·••••: LA~OSCAP[ A~~lllCT, __ ~ ,-,>« (1.-L.;.;/4~, .;.<.,, __ _ 145r" Cii'.GlSTAATICrl hO, __ _!;;:,:,.:::'~-------- /lltJ11em/2er 20 19. Zf2 , EXIST SMOULDER~ RR opo 1,,,1 t ~ FOR OEPTl:I S~E SPECIAL PROVISION1__ 45° P.V.C. ELBOW~ ~ P.V.C. "T" o;, 0 EL00'."/0 I"~ CONNECTION TO P.V.C. SUFPLY LINE, SIZE AS REQUIRED. REMOVE EXIST. C:~ \ , ~ k~-.=-f'.V.C. PIPE -SA!';l\:'. SIZi:: AS --__ __ _ I I , CROSSOVER, LE.OOTH AS flEQUl;;lED. I ,..,r,,,l..-.. ----~~--' ____ __J ElCIST. CROSSOVER AND CONDUIT UNDISTUfll3ED SOIL--_.... ·"'" . ' 11'7 -I l:I 45° 01'! AS DIRECTED BY THE ENGINEi!>'l. CROSSOVER CONNECTION D~i All Y:-""':;1• ,a ;..P.=:.O::.:IN:.:.T..::O:.:.F---'-'1'4=EA:.::S::.:U::.:.R.:=E::.:!'.1.:=E::.:N.:.T ___ .,.. FOl:\lT c:;: ~~ASU~[~Ji • TRAVELED~ SECTIO,\J 0 NOTE: FOR TRF"'S Fi'l0!';1 TRAllf'! r,:p WAY '10:';1 EOG:.'. w SXClJ~ 0:. p;.'JE 571<1P CUelB•-"""7'\ •. ... OR: C:-.OU:-.!D. COVi::l'l e;:.,. H'-1 :l LZR S s:=:;:HJGS CULT~V.lilCN " .• ~ , ".J c:!. ANY REFEl'lE~JCE IN THE GEf..mAL NOTES O:i IN Tm: FlANS Fi!RTAINI~ TO THE OlSTANCZ FLANTS OR IR,l!GATION EQIJl::>:.lENT ARiE INSTALLED FROM EOSE OF SHOULDER a:i·TRAVELED ':JAY SHALL BE r.1EAsu;;i::o AS CIO':/N IN 'DETAIL 7-1·17 D 1 DETAIL SHEET 072 09· -~80201 fe:tl H-&.A-31 c:T ~ ll'P .,. 1:11q..s=;11Di;;;■- z ~ <( 0: D ffi [O 2 :::J z C:J z ~ c::: 0 n " ' ~ ' 0 ~ cc. -' 0 :J 4 l:i... ~ c: D 5 ~ ~ 0 ~ Q -I z s t ~ w ~ C ::, < ::a != ~ D ' • _-,._ < '-------' ~ a: L'J CJ 2 :::J z CJ z ~ n- 0 ffi co 2 ::J z II) I "' If' N II' I ~ ,J l"I -'+ :, -QI • I-... -Ill :5 2 ~ 2 0 ., u w z " 5 • g; ~ D ~ . C . '" w s > z 0 e 0 z ~ ~ " " C 0 '" § ~ D cc ,c 0 ~ f u C 0 " ~ ~ L 2 _, cl w ~ :? C': g; ~ 0 j ;g :.'1 .-- -C y X -x------9 . X X • $ P R I ~J fr( L E ~ , SCHEDULE ... sv~.1:IDOLS Y'l'P[ ~~~Ir:::: L!Hl 9 A-4 0 A -10 I-..1. -D . 17E~,1 · DlESC~IPTIOrJ ~ ' PLASTIC PIPE (SUP?LV Llt';Jl!l (PR 200) PLASTIC PIPE ( SUPPLY LINE) ( PR 315) l'J!!UiAAL O COC;JYAOL CO~IJCYC.."3 YO O7~(/;A VALVl!S __ .--- - 3/4" I• I 1/2" I 1/2. APPClO::t. tt?v'~O:t. 5?:JA'l r.02:.?!.li: aA::;;1uo CtCC!i.OC":CE: S12Z l,i:!!71 IO.P. tl.) PA'i'71H1::J (l~C:i) ' 40 s.o PART C.IRC.LE. tl/32 • 16 1,38 PART CIRCLE - --2.8 GPH -- (2 TUBES, 2 OPENING) ' - l • I I· 2 TOTAL { L_ F ) ' 1570 2270 3840 40 320 360 400 450 850 -- 155 125 '250 . ·--• -4 ~ . Pl!e:!□TL'JL t1cuc.1 l!LtECTA1c AUYC::lAYJC CC~YAO!.!.tEA ------cat SMQl.7t';l 0~ IAAIOAYIOC;l PLAc:!S 0[';1 /i;;';'; Sl::l'IYC~ • 2' lt 2' CC:'clCAl!YI! PAO lhl P'AO-.JY Ot1 COt'JYROLL!Hl • • • • • ' . - • . • 2·0· C?::: c!!:\ 7t:S tJr2ESS~~:! lP.G.l.l so 35 30 .....,,, \t 111 V • • • • I • • • • • • • • • fi~l':':@T[! C@t"~YR~L V~l\l~ m C©~l'~Oll~t:? r-r.r-,;; l'<o;=t L=:!:<o;,o Al<ls,... C;,o e::.-L~=;,o ~ C;,o ~ !!=.:=c=:l lly !);:a G. KATO M. SAKAMOTO R.F. ·BLOCKER • •-t?~r· .. , -..... :~5~~~. I ADJ. l'.:lC AOJtiS71tJG S7C:> PIN tJUT O DOLT . )( POSITIV[ LCO • • • • - - lt'JC!JLA 7(1:0 OUS~lt'JG - - SLCn 70 ~Alt';! I • y 4• 'i' ~C.C.1'0U~DAYIO'4 AS tH!:CO:-:!C:!l!rJDl!D 13V r:JI 't\JP'ACYUAtER 2" Co.lOUIY • COrJ~!JCYOAS IN . 'C~OUIY TO l:!OV ~(!A CCUACI! • • -- - OA~lSPt~S1. ,,1~1::ri G.S.P. '1!S:ffi S4' .. 7l~S P!1ia'Jii:1J1:c:J cc:J ~Jic,~:J tlA11'!11AL • ACO\li<: • JOl:JT A IH:l A!1 Cl S . O~VICZ I.P.S. G~t::Jf) )( . 112· ClASS/ C::.C;,JZi:: 12· )( 11.1PACT s:>m tJ;( 1.E ;i -3/4'' PLASTIC --POP·UP S7REAM R070R •• --'"' --ORI P :,.>. •• ,,. . .,:; SEE SPECIAL PROVISIONS I, PV.C. NIPPLE -~r+~ ,-------, I PRESSURE 1 , I . ··1 1 , PRESSURE GAUGE (45° POSITION) =.J1-i WITH ADAPTER r~ "'-rf . _.),,.--,""'-P. V.C. l t:E PVC. ADAPTER --i-i----~ p_v_c_ PIPE---;--1-...,l ~--r-r-P.V.C. ADAPTER '-7,r.1 71.=-irl~ =c:::::=⇒•111 ' P.V.C. PIPE h-,-' l flrEDUCli\:G : " 1 VALVE l'-1 ---.l'-'1 ~-·-----_J • ., £VALVE BOX FINISHED GRAOE\ nr-_ _ --ir-> , , !' I IL -T -_jr-1 t---..-r---~ • I.!; 2" MAX. I / l"MIN. ' ' \ I ~7 .\ I QUICK COUPLING --,J I \ VALVE! I I I I ! \ : GS P_ RISER --- 1 I G.S.P_ N_IPPLE ' ' P.V_C. ADAPTER 1 ' , -----r.v.c. SUPPLY LINE -\ I G S.P ELBOW QUICt< COUPLING VALVE d·~J-id' P.V. C . !!t.wl.Y LI~ I I I I P.V.C. ADAPTER . ,, -~ .. ;,, . -~~ G.S.P. ~IPPLE 12 "' 07 ORA 1 Ll::GENO ., • I ,, L.J / c:;;:;T c:1:::>-~~ ~~ C::,-, ·n r\..;-..:.--;} 0 \lt\!.V[ CO:t ICZNTIFICATIO:,J AC:J::l:EVIATIO,J NOYE- I I CC:lTl'lOLLER l•l } TO o:. USEC t:IITM ALL 1/ALVii:S. 0 01:::'.! ~ .. 1::zo. STl\1'10:J {❖❖) GO i. .!..t "ri.c.v." U$[' LARG[A 00!1 '" A[QlJIA[O 1'0 PACI/ID[! a· c:im. AJt:O'i'i:: CC:,JT'101. V.'.lLl/la / C!llC:t CC~?!.lfJ(; \:'.'.lLVE "Q,C.v." ~],[AA!l!::C~ o;i ALL 010!!9 0~ Ytl(I VALl/il: uoi. t!A:~UAL CC;,JY::lOL v~,E o a "t1.\I, • ,,/ -E:tT[tJOIOtJS AS tJ[~O~O TO P!10'.tl0[ tll:-.J. C;D.71! V~l/1! "G.V." CLl!ARA::JI;(! ~'10::l I/lit.Vil TO V!ILVE 00:t COV:!A P;;zs::;u;i:, R:!L!i!F VllL\lia "P.A.V." AS $,:C.:Jl';J ~ C:EYAIL C'\.<l:-J Gl\;'lCZl';J VALVE ,. GO, V." PULL oo:i: "P. ll, ~ VALVE AS$1::tl3LY U:"cllT "V.A.U." / P!1i:OOUAt Ai:OUCll';JG VALVE "P. RO.II. 0 0 S!:li: SPECIAL P.lOVISICMS • FU71J::1~ rr.:.Me-ra GCi'Yi"'! VAL.Via ·r-.ic~- ., ,, =,,--_ -__ --c_=------:c===-~' a --•!~J I I 'I ---~ DQASS M1r:,(;E Pl~ ><ING~O CAST ,RO:, COV[A -OT 10 0 --. • • ... • • t'O· I :f" CAST IAOO;t COV[·A ,:n. o o ---, ----···-' . ' ·---· .. -•·"'~ GAADZ I • • -7 • • 12" L VALVE 90)( FINISM:ED 11,-----:-·----,r7 , ~,~1 ~L_ _________ _Jr v~--- "I ( r---7 ~ r I PVC SUPPLY I I P.V.C. SU?l"LY LINE \ I I Lll4E I G~E ~--~ I I j ~--_ I VALVE ' I \ I ~ UNDISTURBED .,: SOIL I I L __ • _ _J \ I I \ " ~ .. I :: I I CU. FT. C~CRETE THRUST Sl.OCt( DETAIL 07209 -280201 ._ . D 2 ,c::o N4.A•l1 CCT Ga , ........ -.. .-.... ..,._ !;lSf~-- .'..r".......--.-, ":'·.i!:c,;,:... ('.) z < <i: 0:: 0 ~----c< 0:: w [!] 2 ::J z ('.) z ~ 0:: 0 ' I, a: w [!] ?. ::J z rri & \=2 '1 LJ I 1 " . '· i' ,-.. ' ' , l -~ i - ! ~ ' I C ir _, I "F"_· G,;~~-- -, .. ' . ,f - tl t' t l ' , .. Ocr\-u.rn Elev. -too. o 641 Lt \4'2, + 90. 18 ?.,c, --------~ ----~~---------------------·t~J -,..., .IO , J :;i ' ' • ·, : 0eo' v c r PROF~LE GRADE C.1+,::,-of Newpot"t '2.4" 1-0 ' '2.4" I O Wo. trc.r" L,ne To+a l Leng th of Elridge"' e4o'-\ ~/4." >-=---------------------------- @ © @ Crt_y of" PT & T Newport· t:) U.. Ct S> • 90'-o 1= 0 1, ~ e:... /:;,,bu..t 100'-o" ' I 14 3 • .... 100'-o" \44 . -, ~--'2.4" ·z;44B· , ' :. , l 1 rz.o'-0" 112.0'-o" =l 1'2.o'· o" I ;_;.. l too-cD 80'-o" • ·:i 1-B '/z" -I j~ ~ Abu.t --z_.· E..6. @ (f) So Ca. t Ed.1i=>on Teleprompter MHW _ Elev. t.e7 I "@ -5u.pp\y Li"Cie £:?rids,;; I 4fu - E LEVA,T ION .. · --30Q.2... --. -0- 14 9 / , • I .1 . 147 R-1no I :'?9" -'" o ✓• t4,,, I ;<, -~8?)t ·-'-' ;.:;,;:c.,;;,,-~ -<--,... ' 4 3 28-· r 0 -- Toe of' l41 + 9'2.. 7 e Poe ... . . Vo I"' t es, • • 2_:o!.5" P Future DcicllJ--:= - ~ • ,Z ¢ ,485. Conduir Te/e,,o,,-om,,oTe, orrher,j; 5/dev✓ol/r • _ 78(}__::U.=:... 79030/. IC · l r ---1r---· . . ,, . ) .. (' :-. .-... ii ------·-- ) . ,--o-·4 "¢ llf35 Cooo~.,-y_s· • 59[-1/2 ~ rn Co//r. Edsb-? .2 -·5/ R .... -.,.;-e · .,-.-_c._--_--• , / VI -•. ~- 7, O-/J -7897.33 Ca.<:>t-in-plo.ci:: pre<:,+re<;;,-=,ecl box. 9ird,e, ISO+ IS .. 94 , TYPICAL SECTION 111 = \01 No!~ - - .~. ' ~ • Fo, Ind.~~ +o Pto.n~ ~e:i:" Oec!<. C.on'f°our.-... NO. I" "6\-.ee+ CORRECTIONS BY Rooa/a'. •-., -:"-:;,;~ --_._. c; ..5fr:,,-'? a, :; CONTRACT NO.o?-,2.8o .t~'r DATE6-st=-B2 /;/.0 7-.2-8:i,, • ' ::._ A Ii' PnQ l t:ij·A.T e., -ct~-~ lt?l'. ?l 1:.0 .• " ' • • , • ,; -S t S-: S,lf ~ E:? ·• ~-; . • -0 • : l •-- _:__~-.:.::::" •. : -.• ~.-c.......~.--. ..:: -_'..,_:_.::-...-_·:: • ._·._ .. __ ;: _______ ~~~:~ __ -;_;.:::..,._~-• ~•7 f"o-c-Genera I Not~s -sec::• Deck eo.:itou"'<;;, Mo t "sheet , , '-1~ ;-: .. l'l z ~ [[ 0 [[ w []] / .2: ::J z l'l z ~ [I □ z ~~ '-----~~ ~-----,< [[ w Q1 c..:; ""'--:::i z ~ 5 5 ~ '.Ii I ~ cc-~ C d --:,, ~ I l . l l ' .f ' j ' • ' ; l • -.!; ' ' . J l -J . ' ' ' ! • ' s • ~ i; ~ :': \1 ,_ ., c ,. r ,~ . \: . :; " " '"·" ~; ;.•. s "' ' , .. [ • • , • • •- • • IG Ii MARX DATE DESCRIPTION 6'1' CH'D REVISIONS i FOUNDATION DATA ----------------------- • • • • • I~ o-F de.c.k -DECK . . . . . .• J -------/ 14 • • CONTOURS •• !!!IF. . VA t: l T Supoort Design Load _ Pile Tio Elevations ----·- Abut. I Pier 2 ----p·er-3 --I Pier4 --Pier 5 Specif'ied • Probable Lt . . Cf r: Rf. _ :~ Lt Cfr.. RI; -. --,... -5l0 -52.0 -47.0 -62.0 -57.0 ·.52.0 -65.0 -77.0 -64.0 -70.0 -82.0 -69.0 -65.0-91.0 -88.0 S~UCZ-~!IB EXC..~V"?iT!~ ~E D) s :r:'...1.,-...:;~;;.;..?3 a!!. ...... ~.:;..:...!, ,~-i::u:ne} S~~~ :--.-::-, COCGS'.3~ E"71)8 B1.R l'..Z::..'PC.~C.,-,,G S-:ZEL (1lR:!DG3) lUSCELLM~OUS METAL (BRIDGE) 95 CY 25 C"l 35 CY 101 000 LB 145 Lll ~30. 0 -49.0 -60.0 5. ___ SPECIJ.L -3 .o -35.0 -:35.0 _ .. -----,:-.... ---CU! VE97 /.?.LT!-'!:HT -:-"=Pier 6 70T I 12. 5 112.5 112.5 112. 5 112.5 IIZ.5 J/2. 5 5. ' -• • -:-60.0 -5 .o -51.0 .. · ---------·-:.:·:_ · · Fn?l\L PLY QUi'.NTl~.l.!>S ·.--Pier7 __ Piere -44.0 -44,0 -44. 0 -52.0 -5Z.O -5z. O -37.0 :-57.0 -:-57.0 _ ~.Ab1.1f. 9 70T -ZS.O -25.0-25.0 ··-·30.0 -30.0 --ao. 0 _ ·Nafe_:_Pi/e f,,;':J e/evafion5 varlJ linear/'}-beL-:;;en elevations shown. 70T Piles to be Class 70 C. see :-.1~wr- :·~ ::-_t:~ ' S'J:--{.Qt,."..,·USB ~C.➔VATION (TYPE D) $'i'.J!J:;~.,E 5?.t;.:,;,;' •"-T.!, (S.!DGE) S~U..;•4!.!B...;;;.L. cwc-e~. E-~IDG ~q, .e:;sn~C?J:!?;:!j S'EEL (Ii3.IDGE) M:J:"GI•I-";mnr;s hc/·~•T, -(F3"TTlG3) 20 CT 25 C'l 35 CY 5,000 Lll 55 LB ·-•-CONTRACT SHEET.£.OF fl~ CHANGE ORDER N0=7-, ' • • • • • • • • • • 2-J • ·- • ,. -,::_ • ""' 25 • • • / / NO J.:$ BUILT CHANGES CONT!{ACT NO. oz-2 8 o ,d o 'l -? -8 2-, ' STA!..'DARD PLANS 011'!'3D Mi'JlQl, 197 7 Nate D -lndico.+e~ even foot c:on+ou..-r-~ ';(,. -to' inwrvc.\e::.· cdo-r-.o, :o+o.+ ion line Con+ou.r$ d.o not i-nc.lv.c\.~ Can"lb<::::r Ccr.'rov., intervc,,\<::, a:r o.;;;,• _ _ U OR-":' li Fl.'illIZSn p-c-r,""'m i""T·MJS 1ouJ DlUV3 PTT-"' (n-•ss 70) B ;.. y FP..!:S'•-, 4~S7'"-!f! OST-!N-PT=ACE ~C2.E~ EB~..L CC,..'-!f!B CC:3c:Gs.:B WAS.1S':OP JOI;:,~ SZ.'ll. l\SETTMBLY (,:B. 2 ·l/2 • -MR 4 ") ~~iJ 1-~R. E,:...,"'7i"l,P-....i'!!~iG ""'-7:xm ·,, • 3P sio L F A .;.s,.s.,~-., G,'2. EA ffi I.trn:P SUM 375 CY 16 L1' 242 "bF 1,756 LF 1162 -BB B0-1 ll0-3 B0-5 B2-8 87-1 B7-10 B7-ll ··-sg.5 Bll-51 Bll-54 B14-3 , , EXCAVATION A!ID BACKl-'ILL P11'!!-ZNT tBRIDGE) BRIDGE DE~:. ILS BRIDCS DET.~ILS BR= DBTJIILS PIIB D:!'l'AILS -CI.ilSS 7CC BOX GIRDZR DETAILS . L:IH:lTS OF UTILITY OPE~ING BOX GL.~BR l.t~ILl:TIES n:::TAILS . --C!? PRES~sc::on G!:?.D~R U3T.."\!I.S 'fiIBU!al!R HJl.llD l'~l\!LING cm:CP.ETZ Bl-.!t.Il!ZR ?.!~£ 26 5UPPI,Y L ':"IB A::-:D CC:-1:,!UNIC1\'?.,.C'l j!,.Jro --S?n.z!n{!BR cc-;.~.c.. ... oL co:mu:r? (M.fl.XI.7•UJM PIPE OR CO-)iDUI'l' SIZB = 4 ') ~ "stcr.dcrd P.'an SJ:a8t No . 'C,y-Datai/No. ec.:~C~Z3 E?,RR:;.3 ('r::i:PE 26) cosc~g aa!:)~~ {-T"lFE 26A) NA1~..,..,.~n~Z6 L.;:mr1;n1G FZ!:IAL PAY QtlR.NTn!BS 1,66,, I9 92 LE' LUM? SlJM _ & REVISED FOR ADDENDUM NO 3 DATED FEBRUARY 8; 19eQ • SHEET NO • TI'l'LE l 2 3 • 5 -0, 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 2~ 25 26 2] 2U 29 Jil Jl 32 33 34 35 36 37 18 39 40 DECK CCN'I'flU~~; NC. l D.C:C~ CCN:'OU1tS NO. 2 r'OU}r:.:rA'!'!ON PLAN !IO., l f'OtJNDA'l'!ON PI..t-\N NC1. :? 2--a,F,.,:,-:-:),a-!'J. !•!~ B~~"r~ ASL11f'!~N•1• l L..-\YOU'l' ABUTI,~1rr 1 OE':'!•I!..S i\ BlJTt-;J-;::·r q Lt'\ ':.:'OUT ;\BUr!'~·r::.!NT 9 HOLD DC\'/N' Wl\'l'i-!f{ I.IN"E Aat~;.rrn;-r :NO l :1"::""rn;,, THT'\YG AEU'l'!~!:T,1-MO• l ;:;.;, .: ;~:.;;~G ... n ~ r,.,._. .,.n_ .. ,, .,~ ~ aox CULVI:R'l' DZTA .n.s PIER Lll..YCU'~ Uo.., l PIErt £:AYou·r NO. 2 P Y?.R LY, 'f Ot.:'1' !-JC . J P.1Ef! N.J. 2 PIERS 3, 4, PIERS 3, 4, PIER NO, l P IZH U-:.. LJ 5 AND G ~~ .=1:•m 6 TYPtC?.!, !}EC'J'ION CiH'ln!-':'H. fiI.l\~i1A!'-i GU-!.t)f.H LAY0!!1' ~;,i. l G IUD ER !.JWOUT ~lO 2 JOIN'r SEAL ·"-~:s:c:M..BI.Y NO. '.i. SL~:F:! PAV!?JC ~RTA ILS .. FULL SCOPE EXC.AV • .\'l"triN :\W) 8AC!G·'1LL D.E"l'AXLS HE'HWOP.CED CONCR!::TE BOX liND ARCH CUL'Te;H.TS L()(3 Of' TES'l' UC:U!fGS OF Tr.'.31' B•'JH !N'G3 OP TZS·!' aonn:cs OF TES'l' BORINGS NO. 1 01-" 5 NO, 2 OF 5 NO. 3 OF 5 LOG c_;.· Tres1· BORINGS ~o. N'J\VIG..'\TI0!-1 L:IGI!TS 4 OP 5 5 01' 5 NAVIG~~1.'YO~ LZOH'!'S N"A'IIGA'l'ION LIGHTS ;,nRl?lC Dir1Gn ... -.:-1 • PIER LIGHTS -CHA?'i'l·iEL CENTER LIGH'l'S •p ~ a 28.'2.CC kip, i:>'.!11 ct 1=,1,0 -~:•J A 3 = PJ::,;k .7>;; f•~ C;):~J~ to~ c, u .= o.zs ~ ~ = o.QX.a, ~'":a c:di!t~ :a ~i:c:::t::i e~ etic==::::d, u ~'1Y . ~:i c----t!t::::i d tt:, !:::!:t;:o ~3) ine!~-., fri:ctu::m l<:::::3 c::! =l•'"o b ~ i::,l l=:,3 In c=a. . 2. Tc:'i,..._3 to b t -d to 0.75 t·3 .:::.:1 C.Z::C:;.::.zcJ ct en e:,..i!.1;1_,.!:::l1 c::..~ c.:r.i :i 6/V". 3. C :::, b ,..,,-ti c!~__.Io c:::::I j.~i.~Q C::.!=.:!=-t~3 t:.:::.::::J Cl bab.l c.;;....,.z ci Q = _/,. ~?) l:=a j:::e!ti::9 c!...:..:.3. 4. ~ C1 (~ • j ..::::., t,, t,.:.==.:J = e:, ~ d "b...~- ~ e:=J 1~,:;:!:!;r ·-~ c::, c:, c::. :::J e,, C?"-tr-3 F1 r::-~ (.!ZJ C:::'73 p~, ... .:A; ~~ '=d ~ ~F' 'S"- =t= t:::::="1~r::,='=l'<Je::o'r::o,. Lr.::! .. ,..~~'"'3-~ ~ c_.......,:,ro c:;;;::J -~-'1 ~ ~- --z " CJ □ Q z 7 ~ ' '-□ > C 0 ' C. ·" @c C cc C R a: cc 0 0 0 _, Q ~ n f C 0 L 0: =, < w Ll IIl w 2 z " 5 s "' n :::i ' □ 7 ~ n z > CJ □ Q z z tc ' a ~ "' rr 0 w C. ii "' D □ w 0: '-' rr g D Q z s C s; 0: (I) ,.) w, ,., IIl rA ... ~~ "" z rl 0 CJll' I ZI ~! • ~ n· 0 5 :5 < c., w • • z rr 5 s "' "' ' 0 rr ~ z s □ ::;;t:;--:. 0 z § ' 0 "' rr 0 L rr 0 C C 0 0 Ll -9 2 ? ~ -. ' ~ z L E 0: L < liJ w IJ] w 2 "' > ' c; _, :::i -0 ,-, L "--0, • • • • l [ ·] :l l ,. !1 w • . . • [3 j ;J f-~ fl· ti DECK H i:c! ~..; ,·· ~ "' "' . ::; "' fa• ' • ~ t f 'j f 1 f: • /45 • -l.iJ (J "' (SJ "Cr --.;.. -- {J L[J u if) ·-cJ I.[) :r Cv ·::; <J :;z "(/ • • za • • • • -E..c!.9 eoF~c. k- CONTOURS • • •• • • • r. OJ o.- -f}.1 • ., • • • ~ ···--;:<> • - Note,.::-::·: oritour·'interva.1~@ .'=f:J' I □ -lnd'1cal_e-:. eve-c-i f"cot co-c-i+oure, x -4-10_' intervo.\ o.lcn9i -~+a.ti on Li"C'e C.on,0\.,1.:r~ d,o not inc.,v-d.e CO."'TT""lb<s::-c'- .. 0) • I , I • • • r • ~~ • • Q • t a • . g " •• re.....; C.:'!.~..::.~oT~l ~--•-::1--1----L-=;:.T ·, d~ ·11 • "' ..,_....,.~ -~ '• 1=•,;-::-,. l 18,() ·1,0. 5 [e.t/rn:' C::7. 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AS BUILT PLANS Contract No_a_'7 .. tl,£tJ {),© ~ g • Date Completed __ _ Document No." · • -• ·---· • • • == J. -Hir;k 1\-1'1. !J~it~1Ell lit V:.1-"li~SR.liiit\ilu;l r;N-Rg-;;_;_;R--~---.,_/-1,¥.1,,.-.,.-~--___,:.-'l}-J---"_ ;...;,...:;F§.o""s"--'T'J:,,.,.,,""1L-;iE'::,~{-l---------D-E_C_K __ C_O_N_T_O_U_R_S __ N_0 __ 2 ______ -:t1 i~t: . -_,_-___ CU • ---• --• ---..,..,,_..,.....,,.,,-,...,...· ._ • .:;:~::;-0:,;C:::l°":;°"=;""'::•::.i:;W;::=a,"L;::=:"::!:;::.:::;,Y;,:ST:.:..::<:::G:E::,.C!;"::'L:,:Yl!,_~-~~--~-==:::·,::·arr:;· :.._1,...:,0:;_S-J f =f)c-'.'. • ORIGiNAL SCALS: IN INCHE:S FOR REDUCED PLANS 0 1 2 3 WO Disregard prints bearing earlier revision daJ.Qs p 4-0 ~~Ji: _ •-;;::.<,.:. ~-.0-.· l! ",' ·-----\?,~ -•·--~ :;,,..-_ • ~~~-t-~c-· : .. ·o.· . .'· . .. • ----. -. --=-~ft -------___,.,::..,~-=-~----·-· [_'J z ~ ~ D 0: LU co 2 :::J z ['J z ~ 0: D 0: LU Cl) [O 2 I :::J M z"' ['J ,. zll) -, ~ ~ -0: 0 [[ L.:J CJ 2: :::J 7 ~ 0 J 0 z l? 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I '-..._ /0. 9 Tep En:/ t~'.,#_ "' /. 7 Ba~ :=-.nr, i-> c..zr,;,.;&11 -c.:!rBaM c:An /" 144+'70.'2.3 DierogW'd prin~ bearing earlier reviaioo dates +--.9. 7 -• _;f.f.t1-;·;_ :,,:: ;~: __ :.~--:,',.~-~,:....:-, , ~~-,-~:: -----i·: • • :;;;r::;,i.,},:i!?}f~f -- , HEREBY CERTIFY THAT THIS JS A TRUE AND ACCURATE CDPY OF THE ABOVE DOCUMENT TAKEN -~- UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO -~- AUT~RIZATJON BY THE DIR TOR OF TRANSPORTATION. _ DUE 8-21.. 8~ SlfillATUH -.. 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U.S:C,SG 5 disc. 5:fo/77,bed "A·77/-/94SR,s,sd /.9,:;S:" //7 NE cor. $">,-8' cone . .box Conf-o;n,ny /0.rgc, W,:,rer vo/v,;,; /ocor~d c.75-t<r. se or~£ end ,:,f' Br. .;:;.ss=-21 over • Nc,,wfaorr Boy; i2Srr. SW. of' -;trove//e,-c;/ V<,:c;y or RC.h'.; as· _ NW7 or.en:l'ronc,: ro Rueben'.:; po,-,k1n_y -tor. PRELIMlNARY !NVEST!GA TION SECTION Gr or. +--150 -5. 0 -• I • I I I ' ,' ,~=-1--1-rP.CC&of-Re, , L~ , \/.4 . l"fB +-z..G ·I F'or Fo::ii-1n13· d-z:+oi \;;:.,c,-n:!. see 1' oe+o i \ /•~nee¼ .•. \ pi le ta.::1 ou. + _ ~OESIGI< SCALE (= 20' DATUM PHOTOGF?AV.?.:!E'.TRY AS OF: DRAWN fJy ,. 1-su.:..,R.:..V_EY:.:...,.E_f)~B;.y_;_;.:..;.:...:.:.:..... _____ --!-:T:.:R.:.:A.:::C:;:E~D-..J.~~-,,.t._==-"~l=.• ,.,. •;.s..L.......;<:.::..!:::.c=-11,oETAILS f} 'I.it . 8 6 .. ,, -· OH::~:•=~-T~t-- CRlGINAL SCALE IN INCHES FOR R.EOUCED PLANS 0 ' AS BUILT PLANS Contract No07-~f~2t>~ Date Completed __ _ Document No: ____ _ ' a!~ if' -------·~;~- ,, 0 -~ ~ t ' 0 () . '-0 +-S 7 0 \0 0 State of CAl~f O~~~A I 2 • cu Y./0 c() /..or 49 I \ I AC N~31, 412.5"88 £+$&, 902.125" DUlregard prints be.nring earlier "3vision dates ---ca +53 r:.;;. f c:::7l'ii r.-c:.u· - • CCNTP.,\CT :-.:c,. 07-..f. 8<2 2 04 DA.TE 6-9' -5'.g .,,:/.o 7-.2 -8 .2.., • Or ' ·'-_-\, ------~ . .....:.~-:' . ..:. __ .• ':]{~fj;t (!) z 5 ~- 0 0: w OJ > :::J z (!) z s sq; CL CJ r-11) ttil :o 5~ ~ .... (!) () z ' ~~ 0: CJ I \ ffi [O 2 :J cJ ('\ - ~ 0 ~ IX\ • \- :t 1/1 ,C 0 g z >, ' '• 0 ~ s D ~ 0 IT C D be '-' C □ ~ D JC z s ~ ~ z ~ D 5 1l ci z ~ > g; '" ~ . C '" ,c > z " 0 2 [.:i s IT iii D ~ 0 IT C D @ '-' IT 0 ' 0 JC z j C L ~ cl ui 2 > ~ IT ITT -8 • ffi rn z el 0 z ~ ~ IT ~ 0 w ~ 0 u: ;-;: D o u ~ 0 ~ n I J Q g § I I L > ""··. • • . ---' --' • . . -i rl r t l - l1 11 !j ! f • f t I I r j i I I I ' I I I _j_ -r,------------------ bl I ti) t 36• PRESTRESSED J-~':bign Prop,;:,-};iz,-=,: fl JJ ff f .J Conct~ re ~+rzs,~ f'c D {.c,~00 ------------------------------ .t;; () ..... - ,i Q., .,. @) ,fl C !-, ~l ~ ~t \ ' I I .c I J!i ' ·-' Cl.! • ! I "'. I @JI • --I cl l-. -Q. tf) ' , ' ' cf) i . ~ I ' ... /// _,,./ CONCRETE CV,LtNDER PILE .-· / /" C:I_ SECTION I --? . Cf SECT ION . . ~ l ... ..,, ¢-J ------------••• -------- --- - I ( ~~~_ ... -~ ci,... -:;.;,, n~c=~ 1 1...,1 -~?.O £>Z4,0 D!O:i" l? 1007 -~"2.0 -:s.c llio:r 3 2J£71 -63,, 0 o9l.G !?1:J.:: (l.,,' fl:'::? .. 1Jf}.O -::12)0 Pio:? s ~;:J -35,,e .,.~~ .. o V:loJ a ~e-~-, -::.--,.ij -55.fl -............. .,. P~o:r 7 l©OT -40.0 -40,0 . Cito:? e-1©.01' -so.o -So.O C-.!::l· -. ~ I) C.,:::.,-j' -2goo .2~,.o 70T P:\e.~ +o be Cl.o.,.."s '10C. -:,,1.0 -~7.0 -£'.J,O c~a0 -~9.,0 ... siao . -40,0 -45.0 -50.0 -S':i-0 -~~~ .. o -!t).,0 ,~ /S2 '1 r---, -4s.o .3" clear fo -55,0 -ss.o • .spirol ---··•· · r I ------------------- ,.-£ffecl-1ve Pr·lt5,000 lbs "--✓ I SECTION G-G ' . • ,..// ycJ :oN lolol & ~0,-7::f J'✓II/J ce??Je,-;/- pasle 1n 2'' ho,lc! co-.11 or d?1/lec1 1nlo ,P/le . -Nore.,-: r'c@28doys .. 7 ----r • I -- 1 I I ' ' No Scole. WELDED PLATE OPTiOi\!AL ROLLED SEC TJON c-c. I ·sTEEL TIP ADDENDUM NO REVISED FC)R DATED FEBRUARY 1980 3 CORRECTIONS BY 'Rona!,/ E Sr, CONTPACT NO.az-.160 .2tJf DATE 6 -f ·8 .t. .-I.I O ?-:2 -8 :t.., ::,._ IOOT PILE •• ------:--N..0'Scole - [.'] z > ~ er 0 0:: w m :> =i z [.'] z ~ 0:: 0 \ \ \ 0:: w co > =i z ' '?~tt~'f.. ---·-~ j 7 /, I 41,,'. 'I .J,.. -I , rz.. _; r --- - ------------- spo.ce:s@ -------------- -I t..~\a·r. ,,.._ ;;- ... .J • ~ -------------II ~r.-i •':,l[ ---------------~---------------------------------'::,'-·--__ -_:::._•--~ ------------- ,··_::_;~ .... . ,. ' ...... ,.. ~· • •• -~ _.,► •• -,-:·~ ~ .. _.,, -, ... -~-.. --·-·-· ··--· { . ---~----------·--· ....... --.-..:~·...,,;,-;:,._.___,, ___ ~----I HERE~Y CERTIFY THAT TH1s 1s A TRUE AND ACCUH.ATE COPY OF THE ABOVE oocU11.Ei"JT\:A~~ ------UNDER --'Y.DIRECTION AND CONTROl. ON THIS DATE lN SACRAMENTO CALJFORNIA PURSUANT TO • ___ A_U_;__T':?RiZATJO~' 3Y THE Dl~TOR OF TRANSPORTATION. ' : '.~ ""8-13.1-8:l 1'"'""'1 },, __ . IJ J RIJ, A/ j )1""' --:-.:.;'· ----, ---· ---....--"••----. ______ ,.J i ' 7 ----....i ~ z ~ a: □ 0: LU co 2: :::J z ~ ;;;' > ~ a: 0 \ \ [C w [[) :z :::J z < 7 ~ 0 Cc _, " 0 w z > "' . z " & 0 ~ " 0 0 0 ~ " z 'i i ·, ,j I j l l l ! 1 I [' .l " < ITT ~ 0 ffi ru ~ z > 0 " ru 0 " f?. " f l ' ( I I s I i ~ ij I· ~ ij !' til ~ ~ i 1 *s I R ----- .I !il S !.:a 8 1~ o" I i -..:;:, ' -' ' -~ ' ' ~ pc:c'C\ I l ~ t to 91rde.cs "\ I L I ' ' ~ "' ' . I -1~~- ! St.CT iOt-J c-c - -. -----. . .. . . ·---------••• ·---•-oS·~-~-- - --------------- ... t_ L _;:cc ,:, ._.,. H•-•-••• ,:,,_ --' -;l-~ ---~' •''"·1-. --' •. f•.;,-_,,,:r,.._,. __ ---. -~-----~ . , I ------------~-------.r.-~-~----------------- Thi~ portion to be,: pl=ed o:Fter-5fr;;:5-=,1n':l i-o complcte::d /~T_yp U·3 l'i' " .. -o ;/4 Grillo.ge@4",Grdla.ge to exn::.nd a. min of" G:," beyond ~a:c,ng PL pe,irn~+e-c-, e~cept e:-< +er Io r g 1 "t"d.e -c=-( Ty p - PART PLAN-ABUTMENT DIAPHRAGM =~~==================:::::::=:=== o/e!~ ~'-o• ~1~f~1r': Zf'7 1 / ..,;, ,,. \ ~ ,..,a ~ / / .,__, / / / "' C _, N ,, 0£SIGN EN(.IHEER OATE A?PflOVELI rl All o-..... -------i----5 1\ • t I I/ ' ee. Join $ea Assembly s\---.-;. t -J.l-4 @ I '2. :'_____, I tot 3 .'.::. 1 1C<fi. ' '4 T07 l1 ; ~-:----<-----' ---- •• *4, tot 3 411 I T. __ CI 1· p • ~• I ,,..II . , -/" , ~ J-L 01_ yvorer lines (_ 24') • ' :/f => l 707 IQ • "' <llj -,,0/ lc=>---+-----t'--,,,_+G:::.'_-_,,E.:.."---,;c....-?;---------_ __:__:_ .i¼Ct:, --:.:.".cc· ___ "->/-€ 9• - . #5· <E' 1'2." 6'-0" --------41.o" '2.-*'1 C •in Footrn9 Co-cne.r '2. .;;ft G, @. G" in l='oot1n~ C.o-r-ne:r I -___ ___, '2 '-ci" '2.'-o" l 5-o" ABUT CORNER DETAIL SECTION D-D . . .... • U'alf "ff ., I --• • ,r ' -'----. . ------., - . ., . __ , __ , ---------·---, . .-•~~?:"',.;;,J Clu:cl.cd Stwte of -. --·--.. ---. -·-·----· ----O~:SIGH r!Jtu '-f-i,,..,, b 1'17 f' a,J,._, i1/7f{ BRIDGE NO. fi 7 S5-G:,\4 NORTH ARtv1 NEWPORT BAY BR IDGE Dr 1f.r;1.,/ .jlvd . 1//7,? Checked ~ CAl~f0~[\1~A STRUCTIJ~:ES -DESCGN fi i OETAIL.S J'71 r: 11/7g --------. -__ ., ------. --• ----------. ------------· . POST M!Le ' ,;1!/1.-t/.1 ~(~ I QUIIHT!TlES I"'~~ c,,.,,,. !.,, ii • PROJECT P..BUTM ENT ; I DEtAi LS ~ ~t,,.,..~r.-~ f1i Eil:.rir:~::;r..,.n1t1-, [""rl J '-\Ji: i i"fv.Ji\ \ l-1 ~ ~~!I t.:~.11 ~-v, •• ~. ENGINEER -' --. ··----. -----~--~-·--" ,. -~. ·---------·~--, -"". --' . . .. -· ·---~ ... <••-. ------. -·-·-.. --,• ---. '• -. -. -·----. --.-------. ----, -. -·---.-----.. --· --------• . -----~--. ---·ct : I I I l I I • ,:;· ~: :--,:'?.:c-::\?::~::..:~~ "-~i-?~;>;•t~~:' "!~~!-:""'r..t",' -;t-;.: ~-;"/: j."':=:-r-.t~·,--s __ ~-::::--' -:: .?-~::-:,-,-.:: .--.= ORIGINAL S.CA1..t::: IN INCH.ES cu hC.7/U~N c.;.Tc.3 {i:n!!.Lt:.iNMY STACE O!'JLV) s.m:IT OF .... --. ' -. -.----FOR R~OJJCEO PLANS 0 1 2 3 WO Disregard prints boaring earlier revision dates . 1~9,('c~/1 I I I l l l '3 4~ •r. : ~ - AS BUI LT PLANS Contract No.07 ... ~ffO ~e)¥ Date Completed • Document No. ------- ; '-.- ' .-i. -. 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PAD $ leve I ELEVATION DETAILS AS BUILT PLAN~ Contract No.at~ ,..2f ~ ~e, r Date Completed __ _ Document No. ____ _ PL P, N Y4",.. 1 '-o" ' Cf~- • ·· fo.co,recf • •• • 1·x ~ . ' . . . . 'iop of 5\ofZ R:::vin9 ·elcY.· . 0 . ///,<'!✓~Z..'<;_/2.Q'~ .. JJ· .'J, .,,. I I @. \ '2.'' . . .. ELEVATION Note A . . -~f :~!t~-~:: "--o~ • ~~:.:;,:.~~:~·: -... . =:,? I -6" _·· For 'secffon X-x:' .5ee : . 'Abuf menf I Def ails" sheef . c::. _/ _,ee Na-¼: A I . I f ii lB.40 ? 0 0 I ,. . I AS BUILT ' I ;, . i . t . COP.,<ECTiO~JS BY-·R;nolcl E' V/al:f--Sl CONTRJ...CT NO.?'7:280 ,,?O~ ~ L_ DATE·t-?·b'.z. -4 0 7-,2-/JL, ~ l ..... ·" .;:., ... -. . . -SHi;cET o, I l 1 (J 40 QJ z ~ a: D z < L--------' " a: ~J [G 2 ::J z L'J z ~ II 0 i \ ~----.., a: w []] >-::J z ~ ~ ;? u \ l . I 'Th i"<:5-\-:ii::rc:-tt Orl +o be r.:i !a.ced. - o.fte-c-stre'::>'=>in9 -I":, co·rn,:51e:te:d _, €17-10 T'-' l)-:, _,p f./',,//<///<7/// ~// ,.-//,/ • / // ///,/~~-//,/ //_/// ./ / / /.,:;,;;{//'. _./ / . . ./ ,/ /_ / . . _. .• . . . / / / / / / / / ;:; [ \ I I 1· \ -I-..,.--·---, I I I I I I I I . I . I I PART PLAN ABUTMENT DIA Pl-iRAGtvi _ •. _. 0/511 = I 1:-0 ''. __ Q_,..,41-~ / PART FLEVATIO~~ -fa..BUTf'-~ENT DlAPHR/\GM • 41-• ·-.T 4 G'!"i I lc<3e: @ 4 11 • Grd !?9e to • e,')(, tend o n'"l in cf G,0 be:yo-rd. be:a.-c--1n9 r-L perimeter, exce:pt i?;.xterior 91rcl~.-'='- • • #0 X 6'-0" @ ! '2.11 , tot ::> / 1----. I I I \ .============--o/e,'l =--J.'-()" '21-11 ,, • ' •• SECTIOf\J 8-8 \"-'i'-O" ,.. -• ..... ·-:·~··-·'· . .:.: 7: , ..... :<-·· - . Th t':::, ro,tion to be p\c,czd after stressing i~ comple:t<Zd '2.. 0 1-O" not ::,hown 1...ctbsH\~o::...-...!.l-1-----Qy ____ u~e --ceinf'.a.Cb.~oc:::·..-.,n. Wo.l\ +h1c\<.:r,e:'a,~ to be {1-2.11 o.nd 4."rn inc\ ta -ceinf". I I I.,_ . - ' ' ' ' ) I I I I I WINGWALL ELEVATION ~/ .... II _ J I Q 11 :ro-~1-... I; ll ;-z. e:xo • ... . t CC::::TT ,. " ft(o@ '2 I ~;P ,--1 -, ,--.- ! I .,,-H -:...o 2'-0" 2.'-o" 7'-o" SECTION A-A •• C ~. ; -; t;;.·.-. ~ . l NO AS BUILT CHANGES . . -. .,, ·. 40 Cl z ~ a: 0 [( L.:J OJ 2 ::J z Cl z ~ a: 0 -------- I ' ( \ \ [[ L!J D 2 ::J z / 5 C ::., .:: ' j 1 l ·i l l bor -------~ ( __ 7 --i L II ......-----~J1r. ___ ___,1~c._ _____ __,~ {¼4 @4" "1.--o' lo, , I - '2... u ,r Ro:!. x 2 '-5 \9 ( A.-3 G:, )--------------. P'.oc:e: p::lrcJ\e \ . ' +a girders. -' \t II • /4 pol-::; s+:::,re'C'>e t .,,c:;:- -=-. IA -, Bar 4 "x 4•-,,. ?,'-9 • o\a.ce verticc.t. . I ELEVATION HOLD DOVVN , -.-_. -.. - AS BUILT-PLA-· .NS Contract f\Jo07~£t.f?@ ~©'? Date Completed ___ _ Document No.· ____ _ lg. (A·3Co) Nol:-e i SKEW.=::20° SKEVt-20° PLAN 5'' z• 4" I I -~ ! !,1 TI 7r ~ - (YC"x-2'' Flo"t"heod Cop S-::.r-ews with ·,ncert os.serHor!es ) o/ex IB ap CGhee-ken,d R. 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' ' ~ . ' / ~~ ~ :~,__i ---~~1/----"~---- --------f---t--,-._-c.-.. -------/-.-/--~ ~;~~- ~ '--.. \o"<i 0pznin9 ',, "' .., // f~/-'<;'" 11-10" ~ ' ..... ' 1!..'' / /"' -' n ' ..,. / '"'-+-----c-~--~ -__ ....::""""-__ ...,_,.. _ _____, 3~8,:d _____ , '-/ _, /' ' _/ ' /_-' I l~t "-.___ ', ~~(O';, ', / -✓-/.,._// ·---....:: ,,,-r--\ / ,:;,, ' ' q -\ ' / , _/ \.. ----="isc..::,.,,+-'-, -~,, ' ' ' / , /' '-:_:; ,?.,4. -'?0,0 '....._ ~ \ -..., l....__ J ' (,_'._ / /--/ / = ..... s, -' ;Z_(s?) ' ' ___/ / / !'-id' I ,o'-o" l i---------=--'----------- ' . ' \ S'2.' _· ____ 1_· - I ,---------------------- , I / H .~-4 l , .., I I ! I • • J 11 l i ' l =(!) = ' ,J~! -' ~ ~ t ·stru.cru.ro.\ Cor.cren l:>r1cl.9e Foo+1r--9. t Note. --.... e \~---, ., c.o· --.,. -V -.•.., ELEVATION ,._ 8' ,. ~•-q''__ -. • -- Sy Ch."'Ck.ed C!aSIGN //-;78 . Stat.;; 0 of . . . . Foe-Sec.\,or;s o.nd 0-z:'o.'t\<;. not 5hown ~,; A.butrnen+ \ k'i::i:,n;~g 'No.\'· -No '2.' -:;,he:e t. -.. --BRIDGE NO, ' I • ' V 10 ~ 1'2." I !,-. e,,•-e; SECT ION A-t,.. . --C: ' ~ ,-•~ -··-· -·' -··-.. , ___ . ., ---... _. -·---·-·•·• .. -. ' -----· .... --. ·---. ' "' • .._ --. --....... , . -.... ,,--.~-r'//&J.,., ·1 ()_ Ii II /73 mi ··------·--·· .. ----••----•-•·---r-. ••-• •-• • -----~----------· ----·-•-------------------~ .... -' NORTH AR~Jt-NEWPOf~T BAY BR I DGE ....• --~--~---------s, /j,,U,_J ~ Cl,.ecke::i c.,.,J,J. CAL!f O~NllA S7~UCTIJR!ES DEStGrJ 7 :io-G,14 /2-J§ II /7f -DETAILS 94 - ., .. PS Dl:.'!S -_,, . ·•··---,.';.--~" . . -.. . .. -··---- . ' ----.. ' '.,-.. . . -. ---.. .. -, -' . 1'11 f., y QUANTITIES ,8~,/2"'{....-<'(' Ctec:Zcd +l• ~II J. ,n 11-,l'! --~ . --.. .. -' -~, . --,----.,,. --. . ----c --.• --. ~-~--·---.J-. '· ... ----~, ____ , __ , ___ .:;;; ... c. ORIGINAL SCALE IN INCH.t:.5 I ., •. -, ":-' :.~ _, .•.•. ~,. • -,a-~.-.:h: _ _;;.,,f-;~.c',.'";:•;;-,::-?~~.~~.:C::,~;.~~;~:,.-·~~~-:._; FOR REDUCED PLANS 0 ' --. _._ --. . .. - ---,-. AS BUILT -PLANS Contract No.c!ti'.-~fO ~e>~ Date Completed __ _ r. '"" "'""""' """"' ¼ I\ , ,... • • 'j POST Mfl E !• El"""' '"""'i • ·'"" lT ~o m ~ .,, __ "''fnTI™'~ PROJECT {jpq,,.t f$-v-_,,b_ ABUT ME NT I R ETA I NlNG \NALL-fl ~ ~~ L&!id I.ii" t t-!~,,, tl·,-c1 c.!;~· NO I ... ,u.~ ~-...... ENGINEER: . -~ . . -... , --.. -~~ . -·----.... ~ -' .. . -. .. ... . ·-. . . ' . __ , ·-.• . I I I I I I ... -----. -'": . , ---. ' --.... • --... . ---., . . .. -. --. . ---' -. .. cu ---,..~. -. AEVi!•O!' CATE:i (~..f.Ll~~y STAG! cm.,, Ii ~t~ET OF I 2 3 Disregard prinlB bearing etlllier revi5-ion d:e.tes 114¾-A I V-10 l I l I I I l I I e, 40 -:.---~:.~~-•-~ --·-.• ':-... ";. __ i/_.:-.• ..... --:_.._-:, . .. I , " . ,. ' l i ; I 0: w co 2 ::i z [cl z ~ 0:: 0 '-------' r, ~ w OJ ' 2~ ::i r zc-a ~ '° =, ~ i: 0: 0 cc w co 2 ::i z ~ CC\ -.... 0 411 O' . '"' :r "' ~ ' I < " ~ 0 ~ C, " □ w j ~ 3 < gc ~ ~ □ . ~ ' C ";;;I z :0, ~! a 0 " ~ > ~: a ~ 5 0 ~ 0 ~I ~ " 0 a a, □ " .. , 0 ' ~ 0 :r I 2 " ~ I I I Ii I! I ~ 0 _, 1 j C\J - . l 1 , I I -. ' , ; ' ...... ______ _ I I ; • a • , l ~ ~ • , i - ' , "' j ------- ,_ I "' J ~ .. -. . ··--. -. r__, -,--... ,--} "' '-/f t; ·-·-- / -" .'" , .. - -·-... *eo @ 1'2' 'Top > :#4@ I '2... ~ a\~,d ' ' -1. -' ?')"' .op r-,c:>T ,cm • of-root1no ..) , «: <l ' ,, / '>). ' ~f>~J> l<l> "' Ja@ t'l..'' top of" -rootin✓ ~ /)< ·' < C -:sz.-11-7 -· >( > /rx' N I I ! I I I I/ /k I>< x ~f> "/ <v x)"' I / ,, / I l I I I ! I I ' I '-, ' ! I I -'I.. IP /1 I/ i I ,/ "-, • " ./ ''I. / ''\ / "-/'-' / "-V , / '/ "-: I ! I -4 rs ' I I 1-/ I ,· , r-i ->_ ,-- --7. . -i I ' r I I I I I I 'I I . /' ' ' I I I I I I 1 • I If I I 11 I 11 I I ! I I ' ii I ' 1, ' ' ' I ' I Ii • ' I ' I -" i I 0 I _, ' I ":t I I - I I I :, I ji I I I I I I I I I/ Ii I ' I ' II " •! ii I I ' II ! I. ! I ! ' I I I I I I I ' ' -·wo. \I ' ' I ' i 'I if ' I i i i I i I I ! 7 I I I I ' ' I I j •• i -I ' l I I I I ' I ' -~ ' I I i I I I I ! i 1 I I ' ! I ' I ' LO\.. ..µ. ' ~ ' (_ -.r 4<£: 1 '2." Top of footi .-.9 FOOT! NG PLAN 1/3• ~ I'-O" t11 j t • ,,_ ,.,,., ¥.ea IL ,.,, o.• , *:t •• /. ""' ,;,._· .,._ J r,;, ,.. ,__..:..c..==.:..' _0c::..c...· -=u=-----i :, ---,-'°-"'-------' 5 -, ~o ,.. .., !"'"---------='-":......:=-_::IC:-::_.="'~-------9' 1":.\L, +ot G, P::io.ck Fo.ce. -- 1---r1H1--t-i-ri-f-+-H+H-t-+-H-+++-+-+--l--+--l---W---+--+-W-L-l-W-l I I I I ' ! ' / P'-si:-Hi .-------------------- 1 +--t-,--+--!--4 i .l:j, Ut" '--l-_ 17-1-: 1-· 3-" 8 x::x,,, • -•• 1-. I I r--, ~ -E L EVAT ION 8-B ------~:-:.:_:·_: ~ -:1/a''? --ri..; C ii ----... --. ----.. -. --. -- By r'/.?.(' J-1-,,.,, C'-~-~-e.;1 l O~SIGN fl -n 1/-7,& II /1({ .•r • -... --. . . -. ·-----···-----·---·-. -· ·-,_, .. , ____ , ··-""·-· -.-, . .. -• -. -.. Yf/€. , ''4,,-_..,..,fJ-.-? C~'l;lu:d . !DETAILS ~ 11 I~? ,.,..., E. -~ QU~NTl~IE~By /4---.,-,,,,/j---Z Ci:::icl.:i::i I to~ -.) . -H i ,.., \ I'\ \ \-1 ~ ---. ·,-_ -~ --' --··---. ---.. .. --. • . --·--. --··--.· .. • • •C -• . ---c• -. . --• .. c-- ' •-· "• .-_-·-... '--.. .. ···-·····-·a .... --.·-~--·-·-~ . . --··· --. -.. -'. -.. ._ ' ---· ... : , ORIGINAL SCALE IN INCt!.=:S FOR R!;;DUCED PLANS ..... -;'"--!,-::,,,:-.:~-""" ·' ·~":•:::;;:-;:-:~ ... -;.""::-'"', -·,. ·---. ,-.-'" .... ,--.... ""··---.. -; AS BUILT PLA.f,JS Contract [\Jo.Ql'.~&'Jr@ ~©r .... - Date Completed __ _ Document 1\10.'_· ___ _ G, ' \ '2." ,._, . ' • I • • • 1 I l I ~ .,?:i ~ _u ¼ t • • • • • • . ~lrl--cff-6, tot 3 i 'Z. -z_,.. I ~ ..,,,..----fr 4 @. , f;,. 1 4" cl (Typ) -L1\I t~ -~ • I SECTION -C-C .... [. 1 ! I ! .. I ' ' ., . ' --~ I i ' ! I i '';,---~=' l I --1 I~, I : I-,-,------- ' I. I, .n .. EL EVAT ON ' I -,- . ,,_ . 11 l '-0" . ~-a -. .. .. --~" . fJi-• l .. ~ ... er:e g ' BRl:JGS MO. CALH~E:ORf~~~ I ST~UC7il!RPS -!J~St~~J 7 ' '5<;· (u 14 11 a ~ • i ' , Pl'>OJECT (Z4:. __,. 7...d7c1/ ,/, POST M!LE 'cl I [:ii~,.,i~'--r-'! .... ,-.. •,.~w--El TI)" r~~~~f'°'•""rn"TI~~~" ~ ~ b.~c.:. -·,~ .:::,,,~, ,.,.•, ·, ,-·~·-· tJ ...;c...1:,._~,. Ut.-:.. .,';. ,.,:,1,4 , ENG'N~-R ,,,/;f,.;.t~";r'v c::.~-2::.," ~ . --., ,l .. i -.. .. .•-.!'.'" •. ' }· I ~~-----,_ -' :/ I .. ·-·· . 1 /--. J ,4.@ l'l.11 / .--::f" 5 ~ L::f' . , -----,, , • . -, . --- NORTH ---,-,-..- E L E 'v' .AT l O i'>J c.,_ I •-I/ /I Iii .,,., .. :::;,/~ ---··--·-·--------------...., 1 r ! I SECT 10 t\J _., . . ,.. ' -✓ D-D DATE .. '. - I • ,?-9-82 .. ARM NEVI/PORT SAY . 4-o ---- BR I ,D-,SUT MENT I RETA I N I I\JG WALL -.. .. -.. - ~t:om--rl CATE;i (>-'n,;;;Ll::'<!lt-.qy ~A.C;. c;:LY) l I I l cu 0 I 2 3 Disreg:l?d prints beariag earlier revision dates - V✓O ,-,;J_ I I I I I I I /u1A1 I I ... ·- -;~=•;~--~•,-- . . ., .... I I • r . I ' f . ?-z-B..1.. 1 ' -~ v--,. l I'° , ... , " .. I " 1 r~-1 , .. 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' , L-+ -~ rf' L-- I ' ' ' .. -. ' ! ' I -tt4 6>R max -u ._ ., lt "'~- ' er--I ' ' l f, both Y'IOf./'5 I . t • 0 M c,.? ,.!, o' . ,,_-r I ' . -i..:-1 ------------------=1-7.-f 1~1 1_ -1~ . • . ·I : C\l - - ---------------------=i-=-' ' , f ' ~-. .L ::::L \ - See 'Abuf menf I Refain/ng Via! I No.I'' 5/;ezf. • • , I #5,:i; 12" \__ # . @; " I I 4e, 3 : ________ -~---- ELEVATION ·-, • • • I ••• . ---------------··--- t~O . ,. ,-..:;, f"(i 1 1L1-cHAr~GES :, \'.,~ ""s~;J: ?!: ~ R ~, &"' ''\i =-.. ,,.:·-11• rd{~ t ,;'k) •; ... ,.. ~ ~ r:' .• ,., •,.-·--~ ~'~;;.~'i" ~ -~--, --. ~~..:; ' . .. ••--;. -~"";. I I l I I I z 3 EpcX!j ' . ---,r"l'<CJr " r,.. ~ ; t I • • f 1•1v; , • a,, cyu'lreo TO Seo, JOrn . tof. e • ' ' ,4 • . - - " .,4 cir: typ. •I ,,,,,,.....-:Y..;. rr,in. ,,,, SECTION B-B ♦ t. • • • • tlr,1@/? / ~., -4]@13 ' , .. -- • 4" cir. • G tljp, I c=1i1- - ·-· . -.- SRlDGE NO, 1 55-614 j fi POST ~-!II-~ H ll , . .. ., _____ _,.-:-~---~ - ~ Q " ~ • SECTION C-C I/ ,,_ !' O" ,z -- • ~ ~ t I 1-1 - \._ _Ll-.-"4@! 0 .-' •, . .-r •• • -.. - , ' a: w co ~-2. :::J z CJ z ~ a: D 0:: ti) w co I ~"' ~ er CJ rJ z II) ~ I ...,_ I: 0:: 0 ' I. I I . N "' -"" 0 ~ r • !i ,n ~---;; II L!J ['] ?. ::J 7 2 ~ E ~ " u ~ C. ~ < [; s fi ~ ' -. ~•l- l ,, •,. OS gi.,a • \ ~ r/) f.. j -. --• 7'2. I -2 '=>4" , . -- . . . 4'2.' -7 ---~ 5-\-ructL-,,~ I'!, u . .. ? . . Z-'l.,/e ~,.j . ' ".,~""-"Pcii:::.if"1c....,·ccc,c;;,t_.::.Hwy"'·-~= -.:-: .-Note • • ·• Fo, Sec:.t,an· ·D-0"'$-ee ~,-- -. , ... . -· --... .. ' up,\~r. Lo.::::,o V:.t No '3"sht =- ! '2.Go' -IO o/e • --. II I [)~olid web we.I\ , / -,,-::::i C / / I ' .. , --------~t------. I D ' . -l . ; \ '/ ' I \ '9 -I cf) i:---_E N -' • I I I • ' ' -. I I ~ t~? B. + of" Foot 0 ,. E. \ev __ -G>.O. _-:r, \.5 ---------1ns ~-P--r u " Tape,:-• ____., vo.r1e~ NOTE: " .. G9'-5'' -. . -. -5Co 1-" --\ -- --.. ELEVATION. > 'J --!. I Li-tt,: ·r·n; A ----~ /,\I I// JI ,__ ________ ...:~==-5_4-'-'-p_'i -'le:__::5:c.,£0:'-"-'-C::::e.;::..=~_--=@~2_--=-3 ______________ _.:,_· ~ Seal course lo be p!a~ed onl'y when ordered ~ the Engineer. Estimated quaotities involved are based on the seal thickness shown. The thickness to be used will be deler.nined in the lield,by !he Engineer. When seal is not used, • L~e bottom of !he reinfor~ed footing shall 11a11ain at the elevation shov,n, FOOT ING PLAN ( II ;: l O I_ t.. Pacific • Ceo.<:,-\-H w .)' 5~'-95/ell No1e , FO't"' Sec-\-1 on F>..-t,... c..~cl. 6-f:> .. P1(lr-~c.yo..;._t.N.<:i. 'l''-=,\:-.z.<,;-\- " • _._, ,I - • _J \,-,------t----------+. --4-----:-. --~-------~_J _ __, / •• i I ! • I/ \ . . . . <L5tructu,e \ ELEVATION FOOTING PLAN ~------·-·,~ . '2'2.'-1t1 , I I cco"tJ ct ~l •• '10 -. e\L ,.1,,. \. See" Pier La....,ou+ No i" :J--~ r fo't" ci.e"ro.i I'=>. ~ ~ --------~ "' -.-... ~ 5'-d~ ·:•'"'. ___ .. ·_---_· _ ... __ -_-_-_,__ /'1\~1_6_s_,p~o._c:_:::;._,<;.--'~::....:5::.__~ _l o;;..r_, --'------------~ 1-:.~6· ~ f FOOT! NG PLAN I\JORTH ARi'-A f\JEVVPORT BAV BRIDGE • Pl ER LAYOUT NO i ·----·-•• .·.•-'-4 • f.:'.~Yl!JC!,J (l£TE$ f;:;..11::;u:!!!l~Y STA.c:! e:o.v, / _, ' • . ·• l ' . I o• ~ttf:f/li§~fJ?:tt~}~tf"Sr£~Ii.i~F0;if~;JJ:1tt~i~~~t!~r ~~ -:~:-~·.:---:i. ORJGINAL SCALE IN INCHES 1 , 1 ' 1 1 1 cu ___ _,_ ___ F_oR_R_Eo_u_c_E_o_F_L_A_N_s _____ o _____ , ____ 2 _____ 3 ______ '1_~_0 _________ 1.,D_i_•re_e_=_d_pn_·_•ts_ba_.,,_-_"g_•_~...,•ll_·•_' _'"_'i-•i_c,_d•_«_• __ -----~~--..L-~_".:;· :,.-~~l.l~_·'-·;,;:;.,.i;-ifit_'J...::¼.::;h:..1?\ __ 1..-_.L..\_..1.. \_..J.. __ ,1.,__.L..\_Jl....:,l;;;V>:_1..:/J..:.,;,,·:-;;O:...i __ AS BUILT PLANS Contract No.~-/4f?@ tlt:J~ Date Completed __ _ Document No. --------- -:~ --. ~:.=~-: .::: ~~--,,___ ·--· '"·~--,-,-~---"~·"''t:tJ~~~~::'°'~~f:r(~rr :t11 ··---::·:~-~~-~:~sf gf ilt;~~t:}\1~,: °_:_,;f -\:::;l;::':;;;:; , ~-~--~ ~r t}if:;)' ij:E,f:if l1~jf :~-~ :=---• !-·/:'., ·. ~ -. -·• ' l,H~EBYCEATlFYTHATTH!SlSATRUEANDACCURATECOPYOFTHEASOVEDOCU!,ej.TT~-EN-,--,::·,-~ I __ l!ND~R ~r,' DIRECTION AND CONTROL ON THIS DATf: IN SACRA.MENTO, CALIFORNIA PURSUANT TO ,_ , __ .• AUTH<lRIZATIONBYTHEDIF\~ TOROFTRANSR:lRTATlON. ?; • ' 8~ SJOU.TUU ""' [:) z -~ C[ 0 [[ UJ OJ 2 :::J z [:) z ~ C[ D • --- ffi OJ 2: :::J z 8 w L " -< 0 cc 0 ' " 0 ~ ,c C g " " g D 7 5 ~ L ~ p co < u lli z 5 g; . z 0 t1 ~ 0 ~ "' 0 C, 0 _, g z L ~ ·- > 6 8 " -~ 1 \ ._. ' 1 I ~ ~ ~ I I i ! I I I -- fj ~ f_. n i rJ r .1 ~ " ~ ~ ,J □ ;:i " w fl " , 0 ij z > ~ w " ~ ~ C 8 ~ C "' ~ fl ., ii i ., !-l ~ ~1 it I !j I ~ -"' --·:t.:,'.;"to'Ye--'l_...,_=-=-'f---c____, __ c-,,_'-,~.;;;-o Y.a" ----- <!:... stru:c+ur'e ';-·r;;-5~~"- -._,.. =, ' . I I I I I'. ' / tv7.0 -f; ~ ii ' I \ \ - ' -·-··- ' I I I $?..'-to" --~ 4o'-.9U ION = " r<) 0--!''\ \O' _t -· cf) - ELEVAT -- I -. J:;\. ---G--------\. -· ' --'-"' -, r ---• ---. , lj ' ---" !;~ --. ~J- ~ -\ ---' ' \·· ~ R:i.c: if i C. Coo.? t _\-\vs,_::, _ I &.\7 - p't le. -· 7,11+ .. -. (a3'-o" -'::, pa..c: I: s @ ::, -l "8 I FOOTING PLAN . l✓ote: Cover piles betv✓een rnudline and botton7 or rfg, b(I either • , -exfendinq fhe frcn7e seal fo !' below mudlfne or use 2't/ 5onovoids _ around each pile 3 1 below mlldline @ Piers 4,, 5 4 6. -----· ... ' - . ·------• --------------~-_,_ -----·--· -----~- . . • Column --' ·- Rei'nf • REVISIONS -'9 I -0 E ; ' i BY CH'D DETAI_L D CONTRACT SHEET.1.. OF: 17 • CHANGE ORDER NQ,--=4..7~ DESIGN ,. AS BUILT PLANS Contract No.aJ~flflJ :i©~ Date Completed--- n",.,., ,man+ f\l". - llOTE: t Checl.ed. 1-ne Cbcc!:ed me Seal course tn he placed only when ordered by the Engineer. Esti;aated fluantities im,-ofved are b:3:.e.d o., Uie 5ea\ tnici(ness s.hu~n. TR a--thickness tn b2 use:i ~·ill ~ Ceterm:ned in the field 'r!J ~'le Ensineer. t'hen se_al 1s not 1JSe~, the t-Ot~ of U-:e reinfnrced fcctmg shall rer.iam at L'.e elevatio.1 s!'.nwn. ~ C I -~ ~ 1..9 -' - _, SECTION A-A REVISED FOR· ft.DDE1'-JDUM t\i'O 3 DATED FEBRUARY 8, 19BO State of ·11/7f CPdllfORN!A \ \-7f l I I I I I ' I ( \ i - I \ I I \ I r \ \ I ' \ I ,, ' l-- -~ -C I i..9 . I~ 51 -'I I ~, ~ ., J -:) . I :;, -:::i I - I - Piere, '2. +-hru SECTION 8-8 I i r---'---'--+--'--'-----, ----.. --... I I-·· ' ---,--- I I , --Pie.t" 6 SECTION c-c - 1--.lote 0 Pre t"' e, ho.'=> '=> o \ id web 'No.\\. _____ p, er_'2,_hc. s web v-J0.!1 •. ":'.."< ~ ' CO r;;; ECT t ON S 8 y_,_R,.,_,n.,n:.,_o"'-'-'lr.L,I_..E'-'-. _5r'rt1 fr:: _CONTRACi NC:>. o_:-~_8tS .2c:4 1 DATE f-'1-6'..2 -::d-6 7-;2 -8.L, .: ' (;) z ~ 0: D cc w OJ 2 :::J z (;) z ~ 0: D m <I) co ' ~ ('11 :::J ¢' z~ CJ I z ./l ~ ~ 0: □ i: ._, ~ ~ ~ < LJ '" z rr 5 .. ~ " ' C . ffi z , 0 Q " ~ ' 0 rr " 0 ~ ~ 5 '" ~ LJ C ~ ~ ~ z < E N "' --+ 0 \J'" ,r ~ ~--~< [C L'J co ;:;: :::J z " 2 ~ cl ~ u. > ~ [; -'2 0 • '-'i 0 ~ ~ ,, • ·-... . . -----·. 9 - .. .. - ---------------------------------- . j I j • ·l ~\ ~'\ -.. . . -- ' ·-4._· v Pcc1fic. C 6 6. ~ t _: l-1w_y 4 -55'-~4" ' 10 I 43'--'o'Z: 91/z." -----· -~~-rz.o'-4 • • -- -• c;,'-3" ·-- 'i:.. 5tru.ctu.-r-e ~ . fiOTE: Seal ccurs.e to be placed only when orde:ed ey the Engineer. Esf1msterl quan!lties ifl\lOl\'~d are b2s2d on e-,e seal thi cimess shewn. Tr.e tniCmass to ~ used will ~ deterrnme-a in ~ff field ~/ the Er.zinear. mim ~i is nGt us='£!, the b::Hcm of th2 remforcei1 footing s.~a!! m.2in at tis e!svatic;; s,l.,nwn. '7 ~ C ·• -.,. -, - -- ' & 1'-G," .. .-35 pde: - • r::..1'-011 -•~ ' - =--i: 6) ELEVATION \ "-= 101 __ -·- ' I -- \ \ I I 'SpC\ces @ 2!..57§ ,. ----- I/ t- FOOT! NG PLAN - - -· - --\ .:, 5 -I G, o/f.," - - ---- _J 1-l _,,-_Tc_o._-p.,_~_e_r __ '-'_.:_o.._ -c-i es -y -----, l " . . ' .1'-c.,," . -- - II I a I------""== '9 ----- / - .. / -.. -- I --~ •·-= ~>-':-.,,"';. ~. ,. .. ,... ,~~; .~-.,::r···-;:i.~~! 1 ---.-"--·-t::.7. l c:::=r1 ~:~n ,..,.._., -<.:.,;,--~;,-.. I ,._._._~ . ._ r· ~:;:, • ! o-{ldra --... •·..-.:..r:;;=-• I R "'l-:/" ·> ,,;.,: ,.•"J'c:.• J'">r:-v <le P-~-; rl· -CoC .. s+ /--!W\I I /{ .,,(.Jl /~>·'i!".? ,,:.:;,~ __ .;,,;:1_:,/;:1 ~ '-. . ~ r H ..., (L_~ ·1·1 r, '7-? '7 • ....., 'il 5' ~ • I ......1,.. -O.~i'i.!.\____ ,r J ..... .-) ! iJ ' .IE!t-'4"1 ;c;.,.,.,.<,(l!:11 ,1,t;:.;•.1Tr.:=r:o (1\-•L l!IHG:•l,(~1;,Jl .. u,a1::R !-"f ~ ··-I .A ,, __ , _ _ , "'1/,I , -·:;z~ k1 I C4>i ~,.i>'>s•¥t~ / !• • )·~•-.--i_,,;--J ,.•"'..-' /-~ / ,1/ ,C. • ;;,,; --~ ......... _,. _____ . ..: ______ .._ __ ~i-L-., __ , ~ ' 7. ! -------·---I 9'¾ " ,!:,4-' 4'2 . .'-7 °:>i', " ~ N -~ 14 t..J l(Z_ p . I fJ ! ------------.. --· ---1 r, I I ,, I ~ ,, --. ' ' -,. --,\ ,-------+--____ -_-_.-==::r_-_--;+--: ' ' ' - t ' I ! i I ' -i i ' " I ' \ ' I 1 ' I I I ' I I I ,. ,..., I I ' I -i ·1 - - -C So\ id 'Ne.'o '0.b..11 3 u ~ ' ~ i 52.'-G," -------, ... • FOOTING PLAN t ~I : ~ ~L 0) _, -.... ··---·---7 l ' cnt <t_ Str-uc+ur~ I t ~ t~ -----------:--.-----'-_ -_ -_ -_ -_ -_ -_ -_-_ -_-_:------------1· • I ,.,---__________ __j __ ~ -____________ ------(-~ _________ --..'--'· LJ2i_e_,,..c_ _____ __,,__,,_.._ -----~ , ---------------------------------· ________________ --.!...J-----~, ---• . ... .--. -i ----~------------- --· -------------- 7f.. 412% Pik. ~ ~~••.q i-e."isi·"'"' )t-Tri t,C MARX DATE DESC.1IPTiON-BY CH'D REVISIONS ---- • CO!\ITRACT CHANGE ORDER t-JO 7 SHEEr_!oF /7 SECTION E-E SECTION D-D ' - • .. . Byf?IJ ::r -- . --· -· -, ... -----~ --•-···-~-➔~--------~---•·• d?~.,k --Chcet:cl /l .0 11 /1g State of -.. ·--.:· ----~. -. ,· --~· -·-.. -- .. ---· . ·--. --· -· --·---------.-------.. . ... •----------~-... .-.. ------------· .. ----DESIGN -.. ----. --. -.. '' ---- . ----------· . 1 ~-"e• ' Y(}f., BR1CGE NO, fj . .. ,.. ... ·---. . -.• ·----. "·-... ... -. . -----.-. ; NORT H ARM I . ~: ·.: -.. By ~..-.,.{ Che"ke·d c,, a V II l78 Ct\llf ORNIA STRUCTURES DESIGN 7 SS-G\4 NE w PORT BAY 8 R I D G E ~ DETAILS )11£, -9 By ~f-_.-( Ch,ck,d ~n @~__:/ POS.T .,11LE ti -, .l(! ·<. e ---.. ...,.. .. QUANTITIES ..l • +\ i ..... F\ (\-7 6' D~fu7i'f.~ErIT ©f TI'tM~S~ITTlfliil~l PROJECT ~J«..: p I E R L AY 0 u T NO 3 -,-: .. ,. '0}:t-:--'-. j.•>{-·-·'·-*··~ .. --::-J ...... -. -• i-. . --.. -· .... ENGlNEER " £11~S .. -. -· ~ ., ... ·----""-'' ~ --,C• -,. -• c,-. ~, . ... ··• • --· ... ·-·--. ----·. .. , .• .. . . . ' .. ""1 . .. . -. • --•o .. --· ---. .. •,-:::,; .. .,/f?.t~ ~:--t.'~ /.~:--\-:S-;· ~-~~--; ~:: ~;; _:,:r;,: / :t~? --.?:.~ ·}~? f.:.:?z ~:.f!=:..:.-~.i1I • I I I .. --... . .. • C ~· .• " -l ; .. . .. . . • ORIGINAL SCALE I I . -.. . IN INCHES cu . . _., -.-. ---~ -~----£~ .. .. --f *' .. ___ -.• . ;;zVt:10:1: OATE:S ;;.;.;E.L!~ltiA.Tt iTAC!: QILY) _ ,_ FOR REDUC~O PLANS 0 Disregard prints bearing ea:lier revision datas -!MC:ET OF 1 2 3 WO :,. ~\3/~ I I I I I \ I l ei '40 . _.' REVISFD FOR .ADDENDUM l\D. 3 DATED FE BRlJD..RY 8, 1980 N~ -AS BUILT CHANGES A. --u· !I:; r , .. ,.,f,., r -~ tJ· iL· 9 con~F,....T'· ...... ''" BY O I I -I, R ... ,;._,...., •~J1~-) fLQO0/<Lt: ')-rf,/rt.--;1,-::; CONTP.ACT NO. t!J7-2cft? .2e,f i DATE .{-:7-i.9'..i ,I/ tJ 7-,2 -!7 .t., ~ I . I. " =::;r --. --~ .. -.. --;.., ·:-·.-.'"'.::}::'----- ,.} ·--. ' -. I . . . . -.. ----· . . ---.. . --. . "' ... . -- '._, "_ • .::i -J-~-'''-'";:'-~~-----·---~-·· ----------··· AS BUILT PLANS Contra ct N o.01'-~ f@ ~'1 r Date Completed __ _ f . ---------•-.. ---·· .. --..~._-::-,:;-~ :J;:4~i1 f'\,..,.., , ....... ,... ..... 1\1.,...· . [!) z > ~ II □ II w OJ > :J z [!) z ~ II 0 C: WI/) [O I ~ =ii"> zr [!) I\J Zt,:, -, ~· II ~ 0 0: w OJ > :J z .J I'll -4 Q 0 0 -• ~ v'\ -- I '\. '-' '-' '\. '-'' '\.'"\. '"\. "\. '\. '"\. "\. '"\. '"\. "\. "\. '\. '--,~ " ' . '"\. ' -'-,; ' ' '--, 1 --- 100 ' __, -, .. --- \ . ',',, ... ~ ', ', ', ' "\. ' ' ' ' ', \. '"\. ' '-~'" \j. ' "\. \. \. ', ' ' ·, '' __J x__ _) -. "\. \. .. -. --' ' ~ _) '"\. ~ -' -,_ -. .,-- / . ----L-,,_ T / \. '-,~--<: r~, r-~ ~ ( ' ' ' ' "\. "\. \. '-"\. \. "\. '---I • '------ "\. '-"\. ',' \. "\. "\. '-"\. ' ' '"\. '-"\. II, ', ' ,/. "\. '-'-\ '-' ' --=IF I " -lb x 24 Q / tot 2.0 ~~ zo--# \bx e_4\.o" (bu.nd.\e) D DESleN ------. --~ --------------------- AS BUILT-· PLANS Contra ct Na.a!/ ... flf<@ tJ.(1) ~ Date Completed • I'""'\----------I &t • --------·-- PLAN ORIGINAL SCALE IN INCHES FOR REOIJCEO PLANS ~ \ B7-IO U-6 Jncorrec.r --~ ,-.--· .. ,. .. ___ --------... ---· -· .·, ·----•--•-•·--··· ·--·-•• --,:;:~, ----·-' ·,~,~·:;.:_:::::-;,: I. J..-i , ... ---. . .. ' .. -------- j&''l/1-'.i~ 0·t -• -------l ::4 c\--.o...-.q"--/;lt(. .. I -,.,_., ' \ .:.. t-6~::?."{ D.4 1 :: \ DESCRlPii-ON I 5'1 QJ'O !:"i~\in1i."::?:f\"'J e n . .-~:r,.,J ... ..,~._.~,; .j!-I ll ( I '-'20 --I bx '2.4-0 bu.nd. ,,z) □ 0 / NORTH ARM NE\l.JPORT BAY BRIDGE cu WO I • FOST MILF=' Di!!rogard priot.s boh.J'lng earlier revision da.t.es :fl~~!·~-~: . .:.:,.: __ --·_ _ ·-~ · • _ . .::_~ -._-,::;,,;-~~-'"':·-:~JfiI\~--" I HEREBY CERTIFY THAT THJS IS A TRUE AND ACCURATE COPY OF THE ABOVE OOCuiJB-lT TAKEN ---UNDER MY DIRECTION AND CONTROL ON THIS DATE JN SACRAMENTO. CALI FOP.NIA PURSUANT TO __ ., oui: :UT~~IZA..:_1a_;:: 8~~~~ ... ~~TOR OF TAA~SFORTATJON. -_ --PIER NO 2 -- -, CF 40 CJ z ~ a: 0 z ,, " ' L--------' ~ Cl:: LU co ~ ::J z [!) z ~ II 0 ------------\ .. . . ' j I -· -------------- ---!------- j I [C Ll-l OJ > ::J z I I ;OI IIS D139 -~·:;/Jf .;'.:~?~~.::;:~_ -,-~ - . ~-· --------~-----. -----·• ---- --------- f:,'~ r,::/' . -. ·-. ---· --------~--,., •• • @ I '2." ma. ',<:. SECTION c-c Ho~IGN ... AS BUILTPLANS Contract No.e2.7= ~ff t3 ~€1¥ Date Completed • Document l\.ln •. --------------------------------------- ---------------- ,, I ~---==~J) . l I -' ... : l I I ELEVATION -------- --, ------·--· PROJECT EUGfNE:ER Pile. c.hc.-. '1- m:<, •c;wr10N CONTRACT CHANGE ORDER NO 7 SHEET.1£.0F 17 • • --~t~~t.~1=? "~~<}:;:-:,,-:· s ;:,~c'._:. c '.~;:.},~: :· _.;··:c~;~:~~-~~~l;};~~-~::\~:N;;;;.~c,:~;~;.~~~-:::::;;~ ~,:;~~~~~';'.,:,, ., .:;~ ; __ _ i '_·,'' ,. ;, _ ; -.-UNDER MY DIRECTION AND C0"1f ROL ON THIS DATE !N SACRAMENTO, CALIFORNIA PURSUANT TO ---/;;# l . AUTHllRIZA TJON BY THk:. D1fir,TOR OF TRANSF-ORTATION, t-'"'f."t_ -• ·1 .... ll.lJt J"J. -~'-~ ,') jsJPK.ITIJ~n A .ri 7' 1 ' ., -~ • ' ! .. 3 st-.o,Nn1 P,e-r-'-S /4') CS ::0 ~\TT!i \a..-~. ------________ .,_ -- ,- C.'l z ~ [[ 0 [[ w [cl > :::J z C.'l z ~ 0: 0 0: "' w m I ~('II ~ .. C.'l ,,J z In '> l ~~ cc 0 ' ', \ 0: w m > :::J 7 t'1 IQ -""-0 N () - i-: 'X " g ~ j ' C 8 > 0 ej C m 0 C ~ w " C § 0 0 w e 0 C 0 , 0 I z s ~ .1 " z " S' J < 0 [!; ~ " s ca n ~ 0 C " w z , D ~ !a > " I C 0 w 1 C C C C, 3 Ll g 0 I z s ~ ~ " p J < w ;i z C ~ ~ C E ... ' " - ,_ ' ' ' > l , j fJ I I .1 l il ij • --------- t ,. • •• ·-<;,'-o'' l:.tr--t---, r r, 1------- .... . ' I 620 "!4x2/J.D C CO • 18 E-,.cepr PIEi? -c.:.--r. I i=:::m I 07 Or::., I ~ ~s~~ I ~ ! : Am ~ ..... -___ :b~"-5"~-~i;~,;;11~!'.'1'8~--~A,~4)!=!:·-~---c:'-" r::.:::J':':': J .... --=rt;i-:r-1.:, .... J.~ ....... ~-.. .,.~' .---;,,.,·i t 1.9. a?.~///~ 5 fi;C~ r gz~1 •• # I°' n7' ' +-tnL e ., ... x '-1-To .. ----ii;,-. -----------m-.==~;!==:::::::::::::::::::::::_==_== ___ ~-==-~,-:: __ !§ __ ~7~, ::.~;=sl! __ ;,,,--~7"'=-==-'~1 ------1----· -+!--!-'--+--t'-----.7__, , Hook arot.'Tld horiz. 14'cl.(min.) ..L----'------I I I ----t---------1-----------------------------------a_n_dv_e_r_t._b_a_r_s_.-......._, __ -,,--,-,-• --r=fg~o ___ ------------------------_ -t-i,-f--._s- 11 _-_-_-__ ,----i----: 1 1---l--------------------,-- 1 --:•--f-_-__ -!.-_-__ -c-_-_+J----lf---J,-,-~--=-u_f!_na---,c-;:,------r1[-_-------------- ISO" band f-"!' r\~ ~r·ru11,,,r . ~- with 10" tail--_,,_ ~ ~ ..__-!C:,, CC•Ef:['CT!C•NS BY fraoalc/ ,;.. ~,.,;,,.,,..., 17\ 3/Z~ MARK DATE I I /02 IIS 012& --?ile. cl-.-·e... J-t-fl\~ DESCRl?TION BY CH'D REVISIONS CONTRACT ·cHANGE ORDER N0·7 SHEET..!l OF' I 7 Dia as CONTR,o,.CT NO.07-L8'o ?o:;id c:f required • ,.-.:9.. 4.. , for tight fit DATE" -,;:-'..2 ,O 76-6'2( around bars. TIE BAR·· DETAIL Scale: None DETAILS By I_,/ QUANTITIES 4,---,«_,..-,,;,/ DRIGltlAL SCALE IN INCHES FOR REDUCED PLANS 0 SECT ION State o1 CAllfOR?1!A ' . .. r ...... -l I 1 z 3 r·· . A-A PROJ::':CT ENGINEER ... .... ' cu SECTION 8-8 ARl\1 NEVVPORT BAY BRIDGE PIERS 3,.a.-1 5 &6 DETAILS . -. -----·. -· ---·-· -' . -" Disregard pririts bearing esrlier revision dates • -( -:_:·:/ ::-~·~~::=;.--;;£;}:•;----;:'-: ::.::~·::-, ~~~;~~~~Y?;:.~.1~~-·,~?. :. ~~?.·:~-~-~ _____ _._ __________________ _ WO AS BUILT PLANS Contract No.07--ti.fl@ tlfJ ¥ Date Completed - :-c ·•• -~~~~ .-f~fi:·T ~c.; ~~,<-.,,;~->~~ ~-"·. -• . . . r· . f .. • .. • )---•,_ ~-• :_:~.,~:..~.~,-.>,~.:,t~ .. • .. -~: ... ,:•,~ 7• -~ ~ _• ~ ~ . . / -· ·. • ·. , . -~ '•, -~: ·•. .: , .:: _. ::.~-': :_• ~-~~:~-.:~ ::~ ~~~;•~--c}<ij~~;e\~~i:;,1?''.:, •. -., •-• --· -. -. ·~--~-.. • ··-~-;;~ ~---·· ~-:--~ • • -.-~-•• • -~-• C ~--~--~~-~1,;~tf~]l:;/: - I HEREBY CERTIFY THAT THIS IS A TRUE ANO AC:;URA TE COPY OF THE ABOVE DOCuiAENT TAKEN -~ , UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO, CALIFORNIA PURSUANT TO ~:, . AUTl-l'lRIZATION BY THE 01 TOR OF TRANSPORTATION, •.• . • ' J)A.Tl:P:..-~-11-~'J '-IG.lilfURf " ;; / J TlfU:: "-'J0L,\,,-,,.,,\ l,i l 40 ,·-._ · .. -: . u: w co 2: :::J z (!) z ~ 0::: □ J [[ ,,, ,., w - OJ ' ~ ~ ~ 0 ~ "" "' (!) c-1 Q z"' ::::,1 <'i'. ~ er 0 \ \ -. I-:r "' ' z :;, ---- 0::: w OJ > :J z I ------------------ I " l\\\\\\1 VI ..,., + r: ... ,opo. ,00,1:no. " .. . •- G>'-o" - v ;03 SS D.1ZS .-· ! . of deck \ ------- LLU I I / I r:6eo '/4 x 2 o'-o" I rr ,., .,, IP. ' . I R ----------1--LJ---0+-. ---__;_//j.1 . -#-4 tie~<-=~-~==-) @l'2."rno.x SECTION C-C OESIGN DETAILS • J . , I ··--·-----·----··-· --. . ,) '8 -1~c,,Ju. 813~~% /0 QUANTITIES I"' AS BUILT PLANS ' ~ ~B Ix /4r;'-o" toJ. G, ~,o• ~1 1 -; ' . . -- C?::ocl=l 111 E. ._ 11 I 1ft II 7 3 ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS .. 0 - - Z---, State of C~llf O~~JIA __ ,..,.....,;;,_ -·· I J 3 cu \VO I I Dietoganl pri!lta bes.ring Carlier revision dates --<> Contra ct No. • -"' fJ . t, _., ntP. . nl~ ~ rl ,... • ;:;•_:;.~ _· .• I HEREBY CERTIFY THAT THIS IS A TRUE AND ~.'.:CURATE COPY OF THE ABOVE DOCUt.lEN~~;;:;; ··:· ,-"---~ . I ·_-' ·,. · • UNDER MY DIRECTION AND CONTROL ON THIS DATE ltl SACRAMENTO, CALIFORNIA PURSUANT TO ;_,_c, 1 _: . • . AUTH'l~ TION BY THE D1Rf5TOR OF TRANSPORT.\ TION. • " ______ (_:: P\S lSU~lT ·--~. ~ COR?Ec-noi-,~s l3Y Ra oal,I C"~ ..St'rvl~.,, p CON !RACT NO. s:2 7-2 e,-, .2 0¢ DATE lf'-9-82. -d {) 7-t[-8.z., 1 fiZVt:Jc:, CAT2.3 (rR.ELl!at.l~Y STAGE o:-u..Y) '2.'2.·-4o· ----------------------- (:) z ~ 0::: D 0::: w co ~ :::J z (:) z < "'' , __ ~ ' w... D I 0::: w DJ I \ ~ ,,., I :::i Pl Zr (:) .t '7 IO > ?i ' ---t i -T r. / I I I I cl "' .... --.l-I a ~ :) - i,: -::t ,n -z i --·----------+--- 0::: w [I] 2 :::J z rn . .. (' fl}pe CG8-SG sealing connector -- -Applij masfic compound -Appl!J masf ic cornpound --~ --,-,-----., ,, Ca x 6 x4 Box Crou5e -1-l!nds WP8080604 Appleton fVER 080604 or equal. r7Jf~,--~~,v' r-' 7h,' PVC condllif '------1-"----t / for weep hole l;, -anode leads. # Yo to pile circuit /2-\ 4~ Co..¼oid Pra+e.c+iof'\ 'D e··h::u I <e: I ..1"-1--rot.£• . ~ /1\ o/~ P~le.. ' -!-.!, 'j\0, ·/;';, C ""'-l'\q el.--' . MARK DATE DESCRIPTION 1 SY CH'O REVISIONS CON1HACT CHANGE ORDER NO 7 SHEET 12.. OF J']_ ,?8 x 6 x4 11 co.sf iron box /~I 1/z " PVC c ond u i f , JUNCTION BOX Conduit op/nirg 'f-!lo cable. Support af z'infervols Flush 1A,1ifh -L -.,!::_-----------' i----r-□-L---c-l ·F "6 reba r roofing V✓Q/ I • I -, ~ 11 6 rebar welded to piles for e!ecfricol • tie. Inferrupf rebor af cenfer of' ,oier to -form f.,,,/o pile cir.cu.its.,--··-·--···· ;{o o o "~7 o :) 0 u Q O ~ #f/o Alt'✓G Ti.Jpe UF copper c.o.b!e attached ELEVATION-PILE CIRCUITS Note; . Use :1/:<8'-o"lon9 dowel -5hov✓n as ''Alternative Pile Anchor· 11·on sheet 82-5 of' rhe .standard plans. Coaf the dowel w!fh epOXij -full length, -Dov/el to be !" min. f'rom any to #5 rebcir tie u.sing Cadv-✓eld{or one comp/efe turn or cable silver -soldered) wifh the connecf1"o0 profecfed 11vifh a durable waferproof insulation. -footing rein-forcen7enf: 1Vofe: . After welding and cable af fachenf are cor17plefed., clean al I exposed steel { piles~ reba-r tie and do1-vels) ·o.nd coaf w/f h epoxLJ. PILE CIRCUITS .. . ' ffi CATHODIC PROTECTION DETAILS . -Attach cable to rebar stub usinq Cadweld or 5/lver-5older one complete t1.1rn or coble. ·-CABLE CONNl='0 T!ON -V ---.,---- • Hook crou11d. horiz. ar.-0 vert. bars.---..... 180° bend with 10• tail---.. . - • Dia os . -~15) ~equired . _ !:! ! tor tiaht fit ..L arour.d bars. ' . TIE BAR -. Sco!e '·• . . . ' . • ----'---: _, ' . . . . . . --. -· . I DESIGN Sy ft: ,,, :f-lJ,, 'm~ /l . . -,~ .• ,M._,L_ J. . By /0,h,/ ~ki:d .I. DETAILS 1iM-/i10 J"f:) ,..;,,:; -rn £ (1 3'-o• ., _,,., $ ,t i O r-n ~ cc 1:.. P,ec lf -;;-® r, lf>1,,: ~ql "· --_p u ,, . • '#4 ~-<) .:::-:::J t-"' I f l I ' t -~ ~ ~ fl ~ / ____ =o-t r ~-4r-:i g -,, ,-I'-'~ ---- - - #0 st.ccups ::J_. . I cl . -. I ...14--• l q1 :, C'.Jnt tot B ti 1 ,. ' -*11~ +o~ • I . / I/ -, .A . "' • . . • / I'\. 1! f ii ' 11 • i~ 4' c.\ I• l -'77 ,, C i • in '\' 1-• ~ I 4 • l'2..'1 ,, @ I~-.... ~1 "'-1-lt<l'..'S. 1: I! . ~ ,, ! ' / I /I ' • -Ir 14L~ 1..-. ' 1 " rn a_ :"' .. . • . JI ' I ,_ / ' • ~ I I . ' ,if . . . . I I ... . 11 • " .. . ' I I/ ~ ./f . 'A' ... -. . / . ['_ I I I ! ' ' 1'1 I , I b.i e,<3 ~ J I (,cl fu 'C ~-rr·---· =l ~ ::;:Jr,] ------------- • C ------------,----l r-, . I. (min.l ~-' I I I I • 1~E'ace-of----I---!-----1-1 I --- - --------- i cone. I I I I I I • I • -I ill 1_ ' -- . I SECT ON A A I -DETAIL 1/,z." "' \ '-o ., None . . . -. -I State of // /7y 7 CAllfORf\llA STRUCTURES i.;""r;:S i~ "'J 11/?Y I --•\:ii' I By A, ~~~J. ). -1-1,i •. -In~ I t'f m•,,~-1cl'lr"!l'ii(JF,;Y~Tm-·'~ PROJECT ,;-i?lkr :I /4,, L-:. /2 ~~-•. . !.iE' 'mt""''IT H QUANTITIES. . -~.,,,1;,:;&.• ?f \\-")g • {\.,;I ~E, :.66.:-w " ft! Voi li:ti ENG>NEER nq • I 5 ) --·-----.c ·,-_,.,,..,.at --~-j• -, .. -.,. ... ,. .. ..,_ ..... "-· «··· 054-~:; ...... ,.-4 ----. •tl.!!--~ ., _I . £.j-·/j&, .. (: .·, .. ' . ; .-.,-___ a,=v-,::----·-·,-:e"-·•~·.,,"-.:'--_-.,.,,._ "'·--,. --· ·-. ... ' , .. --_,_ -. . . -----. . , .. ~C--. .s,;.. -,_. -·' • ' -.. -. . ' . _,.,,,.~=-" ii 1:19 I l I - -- BRIDGE NO • 55-1~14 POST V.H E " .. .... --------------------------------- ' ------·-·-------! "-'-...... . : ...; ... _. j -1 ' ~·----~-~--------------- . . ' ( t· ~ _.-" s E CT . . .. -.. ... ---. -·-,: -. - ' ! I 0 N I L-- 8-B ½." = it o'' ··•-· .. ' ------,. _ _, ,_._.--' .. ,----. ,. . . . .. . NORTH ARM f'.JEWPORT BAY PIE R 7 DETAI LS . ' -' '. --... --, --.. ----. ~~l$1Y:t DA TI;S (i<'A~Llt.:l:!i~V STAG:: 0:tLY) to+ e -tot-l'Z. ...J Q. l'l.' ' - - -.. .,-. ., BRI DGE -. -·- ~ v I I I I l • ORIGINAL SCALE iN WCHES cu -:~~:~ ~'-· Yz ~ i.,,:-~r/:7/:I!:.t?:.__:::.~ :.t~t~1:.::; ~~ ·:r~~r~~!:' r,. :·--7::-:~\ff.:'-/~f:.:\? FOR REDUCEO PLANS 0 1 2 3 \VO Disregard p!"ints bea!"i!!.g earlier ro•risioo date5 r.:>WA I I I I I I I I u . .. . ·---,. -.. . .. . . .. ----~-::. -• -~ ;~:;-_'.i_:'_;-__ :::·.:~ ·-... _:_·~~ :: .. -~-----=: ,-• ·~:,f~~~r ;:, :-::':::1,, . -• ·,::~_,"f ,'<~ . ,• AS BUILT PLANS Contra ct No.O 1-~ rt@ tltJ ~ Date Completed __ _ f'I ri f' 1 1 m o n + f\ I ,... • - . ....... .:. ., ,_,, -..,r MP~F.(1f!L!: ~:-~·-':,'i:-~ r ! ' . I fl -, __ ,~_ ' .. . . !Mf:=T OF 23 40 "-' z > ~ a: 0 a: ~ llJ tit f'\ OJ -I 2: "' 't ::J z II" (!:I ~ z \,, ~ I a: ~ 0 8:i DJ 2: ::J z I,, () -• ; II\ _, I - 105 ,l I ' ' I ,, I I :~1~4 I I I \ I I I • I I. \ \ \ \ I \ I --' ' ' ' = ---' - l l j , · l .r-, --r \7 \ \ f {· I \ I_ I \ \ I \ \ I \ \ \ \ \ I \ I I \ \ I \ \ l \ \ \, I \ ,., 1- • Iii f!.;-&,:;,5 n -"" !!S 111~8 .... ;~:.:: .-.:--~·-:;:·: -'~---_:_ --·-.... :.: :·1-ifft~ ~ ·,:.: :, : 0 -_,. _,. ,., -,c"'f ~:~,~Gf ::t::~"'.'~ ----~--. .... \ \ I I ~ PLAN :>/t Co" " j \_ 0 II ,r ELE~AT fON- •• SECTION c-c DESIGN DETAILS AS BUILT PLANS Contract No.Qt~ !i_ff tJ $ltJ¥ Date Completed __ _ nn,...1 .~,..,. -.a. F\.1-- •-•• .I~-~.~-~=:; ·-•·. .. -:If . I I I l"'l \\ I _';1 I I 1.::-_ ~ ~ i-1-=------ ' I ' ____ __,. --f--, \ -----"t-1 S ::-,-rr, me + r:-i ca. \ ab o u. '. <L S-½ ru.ctu..re .. I . ' -I I --'--' lb7-\0 U-5 f □ I J ' \ . I I I I \ I I ~olol I I \ I \ \ I I I I I \ \ I \ I - • I I \ \ I I -_J. __ '9_ tt) --\ \ • I \ I_\ ---·-r:.c.i / -' L_ -=-' ' ---, -' ' --c ~ -' \. --- . . ---··.Stirrups~- it I\ : I \ I Co'-0" 7 <....,._~----=-->@ \'l." .J.!.. "'G, tot 7 4"c.\ •71'~'--""" # 4 'J @ 3G11 ~==-~~arf~·.-·µ1[➔,--.~·-,~;~_J_·-1---~-u!~l • r ill I f SECTION A-A .-1/iz."= {'-o" ' t:.::::::;;::::J7<t:.-P1 e. r ,i\~ ~Utl=f _-~~~t -t===i===ri J ___________________________ CO!l:2i::C..1-10~-l.S-l3Y: ffeoald ¢:~S.:4-dr?-5 COt--fTRAC f NO. v'Z-,),fp ;zo ,z. j - DATE 6--?-8:z. ..!/,~ .?-6-8.Z. J _ II 78 I I-7,J, ORIGINAL SCALE IN INCHES FOR REDUCED PLP.HS • 4-" cl c.h~e..- OESCP.IPTION BY Cli'O SECTION 8-8 P.EV!S!OPJ S 1/'2. "= {'-O'.' CO~TRACT.CHANGE ORDER NO 7 --•·-···-· --. ------------·· · S.!.iEETQ.Oi" 17 • -• --• • ·-:,· i State 01 CAl~f O~f\!i!l BAY BRIDGE B ~~~J.\Ti,'_ryg;;,,;r l'!'i/; '!ffiae!-'l!'.",~,)'\1'f1·?!!l"1 PROJECT ~ ~bli ,._n t:.::.t:.:1:iil ~; '".i..:W"iti~ ti:;.111!.: iji,.;a.i Et4GiNEER . . ...... ... . ~ .... ,,.,-_ ... ........... . " ... r· '--c·--. "[ • 'i .-c .... - 0 • I z 3 cu WO DiBrega.rd prints bearing elll'lior revi8ion dates --o 2.4 o, 40 '· _,_ __ ·~y.,----::-;·'", -~_)!'":_,"?~ '?,' -';:,;~~\~.._~1.•;:-: ;;.-: :,:~:-~'7?.~,......-~,~~;:.;::;v:~~-::'-t.~':~:~--•~---~ • . • ,~:.":fl~i~:.. -· ·:-.-:~r.-:;.',' .' .---•. I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE AEOVE occui.i~-~~;;~;/·•:·, -~ I UNDER f,lY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO, CAUFOP.NIA PURSUANT TD • c, 1. .: , • AUT,..-JRJZATIDNBYTHEDI TDRDFTRANSFORTAT!DN. (C-0 1 ••ns;;; ___ P,>i:_o_ ~ ! f (°3 :;,,~ ?')_,£. ~ /l lfU: ,..,.;.e,,,.,.:.~,l 1r ,. -. '- z I~ z ~ II □ II w rn 2'. -' c.'J z ~ II □ • l~ f E • " l I z s L-----' Cc I, I II w [D ~ :::J z -·------------------- .Ct:7'. 07 Ore._ .1 18.0/18 • .5 IOGr 132!/ Cl_ z. :Y3ru.~"-·'-1. , 53 t< I \61-0 i:_ Vorie<:, ko-------------------------------------------------------------------'';I' ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 0'' 0 -'-t'-0 ,, -- 0... ~ = 1 I 1'-0" I >! - r - I 'e ---- - /.~·I+~ • ' • .,) ,Z-5"¢,~ , A85Coo'rl. ' /\1)_/ / , !) ,-( '. +WV. ~I /® ' I Q.t I • Pj' ; •l . I U .Z 1¢ ABS C~rdts~·tt _ ·c _, JeYeprompTer I , /,V,I O Ii --, l qr✓-,,ery ,:;,,oe-I V/Ot ld'O·L/·7901 l I -. ~ -~ ' ..., ' I / I E::," 4-6'-9" ! Te \~Qrornoter + ------- - ~l __ r.;co 8_31 46'-ta" Jl-,1 • ex pension Join/--ft/11:'r =ll' bearing plore . ------------3reo.se :4" expans,on .fc.J,'/7/ r/lle: r ~ 1@ -C1 . S§) + '2.% 4Vo.r l I i' ) I I -ill/ J -I!) ' _I l I "1" I . I I e¼" 5pc,'C'l I N 6-4 11 AB5 CoJJdi.sir • -- Poc;r,c Te/ep/2one I 71:/t>Qrop/2 I --- I 37.5 'LT :>r f ..,, ,.-.,, / " ' 780 ·LI· 789860 _ I ----- \,'\'Ci'(" i z ~ 'opn \ ( 'See11 Giird.er II • ) La::,-ou. + s'r-it @ ® ® G) @ @ • i wo.:'re.r ~u.pp\.;1 L,'ne 5,,dse ( 2'' G-.5.P) '2.'.' Rio id-Cond.u.·, + .,; I -I . I • , . . t . ... I I DESIGN DETAILS :: ~ <O l v \{) 1'-7" I I "' Uy _,i . . i!_' ,I__ -_/ QUANTITIES F~-~ , (-=-"ti~ t~.· ,, -,1.:.;:_v;_,~ ~ -·-_, ·--· -------c ,, ,. I ·---J V "' "'" -•',' ·-· "":"';C~..>;,,~~·~,?£~:,:,_7:z:.7'?!'~&"'\t3"-.?!.::.:;J';~~T~'.' ----------------'----------'--- AS BUILT PLANS Contract t'1o.e27· tl.f O ~e> ¥ Date Completed---n,....,...,.~"""-.a. ,._,_. - 4-.._Pac:.ific:. Coo'=>+ 1-1,v_:)' -- - - ------ '# 08 I I ....... ~ R' I «<o -~ r, I --- ~· " l ,,,, ::co , ' I ..,.,, 11-0· --'2. ::i-011 I - I ~ .. . -. -341-o" . --. I I , \0 Space'=> @. 9'-0" TYPICAL SECTION • • . . ·- 0 -. u -- PART SECTION --. _, - OR!GlNAL SCALE. tN INCHES FOR REDUCED PLANS .. I D Stare of CAlif OrRNiA DEPru'ffi.'1EtIT {jf° TIU'iiiS~ffi'ATltlW I ! , I -I 3 • Top 6~-c-. Tru.'=>=> Ber l:io-ttom_ \'oa:::' •• PROJECT ENGINEE~ cu WO ------ - -'2. % S. Ver - i~ . / • ' ) i~ I ' ' I , 11 @ i , ¥ ~ ·c 6-4 P A85 Cond,s/1: 5ovr:7ern Colir. fdr.1\ 0'7 Z5.5 li'T or 8 !>. 780 -u-159735 'lr{b @ '· 3'' ______ __.... ;; lo ~ \'o" ;t 0 @ lo" ----------' ---1---Top Ber - {.._Tf'u.SS 1= v ,, , , t ----- ( /Tu.b,._,\c,r" l-lctDd Re:, i I i nq re,tt-5! A --, ,, J_ ·j 1 /155 C.,v~J vU I ' ~j I I I I'-911 ' I I ~ ' '"L I 6'-9" ) t r_ 11 I ~ -<..O I Cr-c•-,-.--·-«r ·•y n /, ,::: / ~ ••.• ::1..-~ ;-.•. Ji·~.J, b aPaa ,,-/ c--~yrw,7s CC,NTRACT NO. 0 7 -.280 .26"/-- DAJE 6-?·82 A'O ::7-.1. -8.L, - .... NORTH ARtv1 NEWPORT BAY BRIDGE TYPIC~.L SECT ION _ .. -"'·--'1·-·, . ' -... -- I J~ " 1 SH;;:ET Disragnrd prints benring ot1.1licr rerisioo datC'S I I I \ \ I l ' 40 ---------· -. ---- l'J z ~ 0: 0 0: lJJ OJ 2 ::J z l'J :z ~ 0: D m If) DJ > I ::J f') 7 .r C'J N zh 5-I <[ I. n- CJ 0: w OJ 2: ::J ' ~ "'3 ... 4 0 I"' 0 -. I- % ~ I ✓ ~Abu I 1e.r '2.. 1er ,,_ 112.r -----· . -. --.. t 4 . . • Carn\:er· Line. . I • -- < -I -I --------<Y) rt) ill --a ---c:'1 lJ) QJ N -o' C) () 0 0 0 0 0 0 0 C) 0 () d . . . c:i 0 0 0 0 0 0 0 0 () 0 0 ~ l I ' I • ' \ I ' ' _,,,--------I ' -....._ I 1er _ ~! 1e.r p'-1C.-:'"' ----. -, s ----------. -c:sl -a.I) c-J U) IJl QJ -0 0 0 0 0 C) 0 d I . . . d 0 0 0 0 Q I • I I I ------ 7 / "-ier I -----·--I 0 --_j ~ 0 0 0 . 0 0 0 I l I I I 8 9 ' --0 0 I +ot ' ~ 0 07 Ora l ----"'-°'-J~ 13 .,_J1.,..,_ , .. . ,:;, , -.. ~n~"'r'"'~ ~/2 ;·.r ~ ~1 I ~ I .I a ------r;:::====~=======±--"------, • ~ ; • --------. ' ~ D ~ ; - -i -' --------- -I ' ----------------------------' --------------------' ' I • ~ ~'t ~ ,N ,-;:t ~ ~ • ~ ~ ,N [(51 ~ :3:: ~ ~ ~ ~ ~ ~" ~ :§_'-' ~ Q ---til'------·---. I Profi ie. Ltne. I -I_ __ I CAMBER DIAGRAM __ No 5co.le. ~------..-------..------..-----------,-i-------rr-----rr--~--v I , /7),l = =· 5tru.c+u.ro.! Co,:--,c,e-\-e P:::>c-id.9e (3soops1 ~ '28 do.j'=>). Str-uc+u.=l C:onc-rete ~r1d9t:: f"ootio9 $e.C:\ Couc:,2. Ccrnc~k CONCRETE ' STRENGTH AND TYPE LIMJTS No 5c.a.\e. _l. spo-n ----..d ---& ~\. -.l..co..-~' "-!:,.. ..;_ - -..J ~ ♦ • ~ --...... ~~ -01~~~~ q_'., G" ' ' -----. ------· -,J) --- - - -I I ..... ., i I( > L ! ' I - ~,:) I ' I I G' L "1 I . 4'-o~ CORf\j[R DETi\lLS ABUTtviENT ' -I -I -.9 _, GIRDER STEM ACCESS ....... OPENING AS BUILT PLANS Contract No.01-&lfltJ tl.© ¥ Date Completed ~ -_ _1. ti.I_ z ... --------------------------,---r--------- -------------------, I ( j / / I I I , I I I I __ ; ___ ; ____ , ; _, ___ ------/ I I F I , I ___ J _____________ _ I • , ____ ----------\ ffi 'REVISED FCR ADDENDUM NO 3 ORJGINAL SCALE IN INCH.ES FOR REOUCEil PLANS . - DATED FEBRUARY 81., 1980 0 2 3 cu WO GI rd.~.:-';:c}:1e n. r~ \ n f DECK AT. ~ PIERS !--•--. ., --.. __ .,,_ Disn•gatd prinU" boa.ring earlier rnvi.sion dsws ---=- L ...-1 --1- 1 t -f d c; u .£: -!.. Q.. oJ ,7J :,, ' .-01 -C Ci -1 () \.. -!J 0. ·-7) c I !-·- I ' 40 CJ z ;> ~ [[ 0 0: UI w 2 ::J z CJ z ;> ?; ~ rr 0 I I 0:: w co 2 ::J z l l I : . 1 -------------------------------------------------------------------------------------- 0 I lnd.ico.--1-e.Sc. 9:rd~r s\e= ac:ci?:.$S opening 5ze." Co:m ber 010.oca.rn ~~hz.et for czto.·,ts . .J , c... ~ A.bu.~ .I/ r .4 L I ---r-- PLAN ·----==±=========----t -"it,; \,1 Spo..-:--. 'Z. on\::-J @ 9"1.--d.'<!t'S ._,,,; th L -· , / -. ----01' . -----....::::}_ Oe!e+e d: NO ,-\S cUiLT CHANGES G i rds;:"t:" $-\-em A.cc.,!»'::> 0;-)Cn; .,.._·':l':> (:.\ ' --L2.\ REVISED FOR-ADCENDUM NO 3 ----- i ___ LOi\lGl.:TUD!t,JAL SECTION DATED FEBRUARY 8; 1980 .'. .. -. . . rir====-===· =· =·===··~===·=· ======· -~·=· ===·::.;· --=-=· =·. ~-=· ·=~·"""'31"_.=. ·-=··==r,-. ·==·-;::;;-=··=N='o=$=""=a=lq7=-=· =···9-· --F· =· ==·· -~;=;===;"··=· ·="==·=v========·="'if==· ·===·'="· =r:1-:s:r-~-;;=:.--::::::------·::=::::-cz:::, --~--·:=:--=-'m-;:·=· -:::::·. -::a::-,.=:--.z.,.-~'-~---~--~a:::::•c:::---=---:rz:-•-::::::--:;:::::--.-:::;::.· •. ::3·--:::1., -~<-::::----c:--z:--s:::-----::::::--· -=·-::E---~-J:l ; --·· -· -___ __ cEsJGN B'a'Z6J" 13:-~J:ze.. Y'A~ ~-11/.,r Srata of I -aR,oGENa. t · NORTH ARM NEWPORT BAY BRIDGE LAYOUT NO t /08 -_; :;.,_,---~~ ,_ I . l I I cu ~,:,.-Y!Sl~ 0A71.';5. {o=-.t5!,..l:::."1~Y ~TA~ ~L Yl CfllGJNAL SCALE lN INCHES --· -;j-·:~;)~ FOR REOUCEP PLkNS O 1 2 3 WO-Diaegud prints bearing earlier revision datos • ~ ... • ~, -//. }~ ~ 2,? -=----1---------------------------------...,__ __________ _,_ __________________ _._ _ _.!......;;=---l--1--.1....--'---'---'---'---"-----"----''--- OS iU:a OF AS BUILT PLANS Contract No 07° ~g:@ 2,t> r -, Date Completed __ _ nnr.1 ,mi:int l\ln c,:J z > ~ II D c,:J z ~ C D ~---< 0:: w m 2 ::J z ~ µ " iJ L.Li ~ c:; ~ > < :;;; £= r:2 ,D -• f5 a m "" "' -' t D. ij ---! /09 \ ' ' \ ' ' ( . l L ----;,?cd-h i$ a pa:rcbo\,c c•, . .1.:.--v.: \. betw1.?.er, poin-l--=, <;,ho,,,"n. ' \ \ ..,_ . - ,--· ::':: •~:-·· • .· ·~::".": ~!:f }J}.'1~~:":~;;;~~::'~' '.'.-''.''~'¼'~'·'·,"; -~f ;~t{•-s;,"?Cc~."•'·•.a~~,,scw;,.-:cs.:,T'~" ilt~.~•~ - -- ---~ AS BUILT PLANS Contract No.~'v .. fl.ff{) fJf) ~ Date Completed __ _ tO PLAN ,.t_ A.'ou.. 'r .9 ... . ' -LONGIT_UDINAl-SECTION ··• .. --•~---·--·•-· --~~---·------~~-------· ~ -·-~------~---,. '------•• • .:-,'::-::-- •'''.. -t·?_:i'"-·•:. • --' I HEREBY CERTIFY THAT THIS IS A TR•JEANDACCURATE COPY OF THE ABOVE OOCUiJS',jTTAKEN. , •••. _:__--..:._ I .. •• • --UNDER MY DIRECTION AND CONTROL ON THIS CATE IN SACRAMENTO, CALIFORNIA PURSUANT TO • ·: ;.;,ii . 1. : , AU~RIZATION BY THE DIIIEi TOR OF TRANSPORTATION. {"'.i --._; 0uc 0 -~• a'> 1,1,uTuR~J II L.,1/J / !TLE ._.,,t,..,.1., .. ,~ 1..r-[ t ._. • _ o ~ ... ~n .. --I,.. ..,(1 . ll---.. 11 J ~v-it/.,,,..,, _ ./ II .. , ___ _ --. C!) z ~ 0:: Q 0: w DJ 2 ::J z (!) z s ·~ 0: □ I ' [C w DJ 2 ::J z (..!) 7 > ~ ...,_ [[ □ ' \ 0: w DJ > ::J z ~ Ill M \ -~ "" ... 0 t\l 0 11) --I .,: s:: :I \I) < ~ 0 ~ co < " u1 z > " . z g < C D ~ C 0 0 "I g z < -- ~ C 0 ~ co « 0 uj z > g; . z 0 \i C 9 E 0 u ~ w g -~ i i I I C < '" ~ D C "' m ~ 0 z > m C w 0 " ~ " ~ m ~ D ~ cs ~ 7 - ~ - , ' ~ ' [ ' . ' • --... l l l • ~ il ;e ~ I ~ -~ M ! ' l I ·1 §. I ' fl " • --------- L,..----Foce of Barrier. ~ 41/,;,',' @ II 6 max ci. s I Stagger I I • ' ' ' @ @ ' "' @ _,,o @ "" ,o, --~ / .~ 0 ' __ @ __ @f/@ @_ " --- 3/a" f open i-=-----1.._'o - -@- " Top holes @/811 BOLT Face of Barrier of Deck"' \ I II ~IS Gap -===· ==. =. =·===1. • L 4"::3x½ L· Stop c; high sid~ <he) of deck H!Gfi SIDE BARRIER OETA/L 8" 10 11 . 2" ---I ,_+_) 1I :: ..__J I --.. - 1 fl 11 I • I 11 Ii • I '\\ iifr,•? » J?fl~ Cover IE. ue ., II /.'311 • • o/r5 _x f!ff(l(J . sheet neoprene Vl£f:Y ,. , ""' PLAiiJ 8J PLAT£ LAYOUT <f'> Paving Notch or Closure Pour Limits z.J I L Cover /lilotch slope of Barrier A-Bar 4 x .3'/.-; or Curi; face SECTI01V A. -A " ,t\'l, '----< ~~~~~~~~:gt-Tight Fit ----¼a ' • " See Pion Bolt 8 Plate Layout' R=~/'-..... Bar 4 -~ f,; \ / -/I / • ""' • I ___ _j... ____ _lV --____ _,,,, 2 /.,,.." h11 ?°J': r I I I -.----; l 4S 0 7.." I " Tight Fil· ½i t i-,.--Bar ~a11 (') ~r~~ A.bu] s I l '2.." I ,, __ t' --~' ¾sh x /3" i'/ide sheet neoprene AliJCHOR ·sruo LOtV SIOE BARRIER /See ,vote "B"J ½;Gap ~ • ~M ----·---.'4 ;<.B;.~ Bar 2 x ¼ x 5 ...?-Note ':4" ~ -w--Cover fl% x8~1t/8 Bend lo match face of Barrier SECT!OtJ D-D 2" SID£!!/ALf( (See 1Vote 8" /0 11 2" DETAIL 5ee" ~old Do,Nn. 'c>h~z+ fee Cover-Pc.. ·00 s I de V\/O.. I 'K. ••• Co'/er-P--Bar 6 x 3/a z /8 /15"6ap-;( ---~~, t t~.,.....-----jl4 -~ !' ____ Bar 2x½; x5 I-__ ,_-,+----+,--- --j I I I I I : • I I ,:J:-,-l<---11 ,.-1----1---1--1----''-I I J + J II 11 I l I I ,_., Ii )I ,_.,, I. ~~-' -_ -_ -·- I II II I 1 11 11 I I I I 11 I w~mi<.!. s;,.na, Lt:J m:.:m:s RJa tl-"'\-;o>.r:--·> FU:S Cover£ 0 I S£CTI01V E-E t cu . V✓O t✓otes • Full penetration oil anchor studs. bull r1elds may be substituted for the fillet f,e/ds on Alternate types of anchor studs mo,11 be permitted subject to tho opprovol by fhe Enginaer. . Joint seal assembly lo be used in conjunction 1'lifh closure pour. (See other sheets for limilsl. Closure pour shall not be placed until final declt surface is 1Y1'thin the io/eronce specified. Joint seal assembly to be fabricaf0d in 14' ma.1 lengths. Use joint ot crown of roadi7ay, af ony change in tronsv.Jrse slope in dac.~. ond of c/Janges in horizontal direction. Placa other joints at or near Iona lines. All metal ports to be galvanized after fabrication. • ---Sheet neoprene shall be fobricoted in one continuaus-piece-or-joints-shall be vulcanized. f,Jeoprr;ne shall b0 fabricated fo bend around corners. I "holes in neoprene sheets shall be drilled or punched so tf:at the neoprene is not distorted at the time or7nstol/or,on . Note ~" Insert assembly or expansion anchorage for 5/rJ'x 13(/1 A-3?5 boll. !Iota 118" Use the Sidervol!t Deloil of all sidai,vo/k joints. Use the Barrier De/oil at both sides if the roadi'lay· is cro:';/nad or if the difference in elevation betr:1een the ends of the seal is 0.5' or less. ,., - --- NORTH ARM NEWPORT BAY BRIDGE .. --: l,; ~"::;:r -· · ---------r--:r?Jr .. ------··-·-·~---------:~i;;··--~-,-re-,·--:·•·-.. _."-,: --,-,:. ·:I_r-_"-~_;_;1_.i_~_i_~~:::::~· ·'-~~.;·"· --AS BUILT PLANS Contract No 01--2.ff ~ tt,e; ~ • ~1;~-~----~ •• .-- . '. ---..i-. ----·--. ·--· -.. -•• -.• ~-•.. ,~i\~~}::J' I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE AEOVE DOCUf•ENT•T;K~' ••• --~- UNDER MY DIRECTION ANO CONTROi. ON THIS CATE JN SACRAMENTO, CALIFORNIA PUP.SUANT TO -.~ -;;.~..,--- :/;;:;-:-; Date Completed __ _ r\ ..., ,.. ' •.,..,,.. ,... ""~ l\ I ,.. • . f . ' -· .. • ' ·--·, ' .. __ A...cU ...... TH')RIZATION BY THE OI TOR OF TRANSJ'ORTATJON DA'Tt J:J.. Ai 8 I") :51!.IIATIIR.t • :.:>-~-'"' ; . l1- ' \ ' L ~ g z " ~ > 9 > 0 <!'. IT " IC D ~ g -z ::i C ----~,; z C 0 [C w OJ 2 :J z [') 7 ~ [C D z s '------C s ;": ,5 0: :S L w u OJ ci 2 2 > \.= :J z z L 0 " > 0 ':i 0 a " ~ rr L _ , ' 0 fE 0 :? ~ I ' I I --· --- . . • '1 " ;~ - '· ~ ,4 ·:.· ------__ , I J I Backflll abutment to qrading plane prior to placing slope paving For ditch dimensions see "Road Plans• 1, 'F1 r-e -- 1 I I - I I I I I Slope rounding I ;.t?i' 'f/A ,'If "'3vf.6 @/2 ltVITH DITCH l Formed edge ---· -···. Fl!.£ Ko. XS-22-11 D~ZN •1 Da.\1;i1NG 6/76 O~~!lS -.. l DATE SU~i:ifi"TE!) BY I .. :-:"'.!-~ . ~ -. . . . t1'1 •0S 0147 fA::::'v' lZ/13) ,--., •· .. ';!~.fz_}~ _. . : --·--. -•- 0-:.· :::~: TYPICAL FULL SLOPE lvlofch roadway $Ide. slope. . TYPICAL . -4J, 3 cont 6" ,,.---1:f4'.-;;---Face of ~ / abutment G11 expanded polystyrene 6x6-Wl.5 x W/.5 welded wire fabric (!Oga wire may be substituted for 11'/l.5 wire) _. __ .STANDARD·DRAV/ING ... --· -· ···-. ... -.---~· ••-~e-.-• .. ..... --- By 0,,,,-.,d &z==i:rlDy ---' -- By If: /.'),;.!!fii)2, Cl=bd -- f.' . t.?;,, 6/1: m:~ .,;c:.,J:2 dwCJ ftSQIIU:IIUI C1111L t"!IGl,.,C. f<UM::a -7 ~ z ~ -. -. ' . ,. -. . -----. •--~---. ---. :-:: -~· ,,-. -~: ~-... · -,:~ --::-. C • . , -. ·---·•,'.> .-. . ' . -=· -, --. -- . . '1c.; -·-, -:: ": ',. ·-. --. . .-.. AS BUILT PLANS Contract No01 ... r2t?~ :l_f)~ Date Completed __ _ Document No.' - ' . 626-Vlf.5x Vl/.5 welded wire fabric -~ SECTI01V / - -- -. ,-~ .S--. -• , -, ' .. _\, '. <. .. -. OS.ZG!mi.L . A-A &. ,-c_ .. _ ,_ ; ' SCI!.E m mcHES roa FlEDUC"£0 F"...A..~S --· . , . • [ 34" Edger finish ?Formed edqe ,--Edge of deck 2'-0" ----"3 012 ) 1/z"Premo/ded L e v o 1 --t--'"' _ _ 6 exp. joint filler _ 1-'"' ---- , .::, @ lo l710X ~,., "' Cl I " " - . T 1 ..,_J,.;-,s:90--,,_ . ....,--..,..---% t:.oger fir1ish 6'_ -·· 1 -r_\ 11'7,J.',•,v,; -:: _, L. ..._ l ) l-;;=::=:?J-;;;z;,-:;;7,:;;:;--;;;riyjw---~--,--.,_ I" Outskfe face of to/ H~ ·~,~orrned * This dimension becomes zero wt:-aa edqe edge of dr?ck is ot outside faa? of vV. l❖'. I Ft. thick cut- off wall at SECT/0/iJ B-B , d ~ 111 , .• , en or v.,-.• ; .. L//t,f/TS O/=· SLOPE PAV!lt!G 61 DRAINAGE LAYOUT ii'Db,--' I ... . -· ----. - ------. ---. . --.. _ ---. . -· . . ---' -. -. --. = = --. -.. -. ---. --. -· -< -- A -I ES,o•,•e ~<> !• S~o • I @'J NORTH ft.RM NEWPORT BAY STRUCTU~~S-D~S;GN 7 5;=~14 ll~ Jl' ~ H n· ~""' ri-... ~ ,:_~ ! -;. ,; ij >-, F,. ~ __..!\ ~~.i~ ~ ~ ~ lo. Dci ~ -.:1: [ t4 ...... -., . --. ---,•---~q ~ ··BRIDGE ~ I 1-p.= ill:.£ ~z:e &~ ' r-.;:-T'A.l I s FULL SLOPE· F!t<:>.ll:CT SLOPE P.'JJ.\ I I "' • ,.. Dr--t?l1if"'•~'e.~l!'-rr .r.i.; TIIf~1'itfrf ATIUW "' ,-~~ -, ..., ~ t'j bl-"~ n.i-ie:i fa;. !;?,!G!NE.EU ~ ~-iJ Hl'Y U""' • • b ~ 1'l ~ ..... _? • ~~~ -. "' -" . .. . ---. ---.. ---.r, ..... -,: -.. !';_ .-~ ' --. .. ., . -·--. . . --... ... ~c-.-----·. ·-------" ---~-. ----. ,.,.,__~_ -....--!-ot.c ' --. -"j • ------,--. ' ~ I SU:'i1s1oi1 M?1"...S 1Ptoa!-.c~1m1 :rr.r..G:.i:: c~n S.i5T ' GF I I I I I I cu Disreg.a.rd p:i.")b: bMring es.r!ic, revb.;;']n <lz.tes I I ' . tfti½rl I I I l ,40 30 \VO 0 I 2 ~ . -• -.. , . --.. ---• --. ... ~· IQ~" J,:>O ll-11, W (i) <;•~ . -·~ --~---· . -----·--,------~ -------~~. ~ •!',:, .• , ... i. __ .,.:":."! .3~{~:": ... -.. -J....___ ----· '-~~'.: _:.~~~t::~~~"- 1 HEREBY CERTIFY THAT THJS IS A TRUEANC ACCURATE COPY OF THE ABOVE DOCU!J.ENT TAKEN --~- UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO, CAUFO?NIA PUASUf,NT TO ,, .. , AUTHl'lRIZATIDN BY THE DI TOR OF TRANSFORTATION. :, • -;: _--·~1.::::·'.-: -:~--. __ . -- (.!) z ~ ([ 0 15 2 : ~ I □ § I z ._ ____ _, a1 a: w [D 2 :J z (.!) z ~ ([ 0 I I ([ II) lli I 2"" :J a-z~ (.!) "' z, ~i: ([ 0 ffi [D 2 :J :z /-- ., I'\ - ' ,. -- i,: .:t V\ • i_ -. ,:_~,~y 3.-c:-:: I; .. I l I I -- t 0 0 N 0 z "" 0 "' 1-w ~ 1-w "' .., 2 " 0 "' i I l l I I --. ---:..... - .: <FOR PLA1'\l~SEE 11LOG OF TES -. BORII\/GS IOF5 • -I 0 -Compqcf to r::teri.:sc=., ,Siqv:orl'1!: ~-to mcc.t,'Jn) ,Y,1AID w,rlj .. l Z:J I pj, ~ "z",T,,7.f.i Q/.,vnqr:;r,t ohel/ fi-q:3mc-::-nf.s -.-----· . . • • -20 ---------------+--------,-.'t---f • -30 . ., ------------;-------, .. -40 .• -50 • ' .• -60 -70 -80 -90 -100 -I I 0 130 140 • ?--:re : .Ct::;m-..pqef·-~-yer-y r/er-JSC::-! gr--oy, .. .f1nr:...toJ:.r~<::fl1.1.m .rJ.-1/VD w1 rh _ ql:,ur,qqr,_f_er,ell __ frq9rr,ent.s_ :. i ,., ---lJ~r,~ -1 ·b"n'"'F: .. -1-0-,5r-qy---;_ F°irj e • 1-0 __ ,-ne9'n.Jn1 15,J,Va-xdt--h_qfune/Qnf " . -:_-:::.tJJie"f! s:::-·_--: ::-:::.·:..::..:-: . ...:.--:-· [ ~~ [ 1-~ l -• • ·f---------------4-------l ~ I I 27 I I, ,_ .., ·, -Con-,.f',Jt:;c:.t '1",o ~~er·r ~I")~~ 1 ~.,..qy to J;;J...,,rr ... .,. rln~ tc n1= q;-J.•n 1.i'-1 ... :0 w/rh Cb.JiT'?°O•''; f ,J/":t::fl Frqqrnent.s ~ :. , 1,,,1,,r ·:1-----,_;·1----------,---1:_'1---------------·---------··- I,,. t ' ·!--------------+----, _:1,. ----1 '·'1----'-------------1----- ORIGINAL SCALE IN INCHES FOR REDUCED PL.,.N:S I 0 I , 2 3 cu WO ?OST M\LC '· ' .;: z: AS BUILT PLANS ~~- \ ~~~-. Contract No.a.7-tt.f t:J :2t5·!t Date Completed __ _ f.-;•~-~--~=-----------------_ -----~11t~{: : c":"'_;:~:;~~---.:.~.::,r:. ~ ' - ---t'·-,. :. ; . . ~ -> ~:_:_·,~.--.~ ~.~-~-~---~-.~_-.-.'._·.· .. •.-·1_-_,f .. -_ .. ,"";~:-.. _;~-~~~~:-i,~-":._ ,: .. ~:. · , l' •:a..~·_:. •. -·_ ·:· • , ••• _,:•,. c:" .. • •• • • .. /; _"'-••• --• -,~:_, .';.f:;c.-~ ., :,;.(.-• :";:?_;;?.;;~~{;-~;.~~}(,··,--_-__ -_---__ -__ ·~_--_:_.:o.._. ------. - - ... ·---_ _ •-----~~}f1~~~?~---1 HEREBY CERTIFY THAT THJS IS A TRUE AND ACCUP.ATE COPY OF THE ABOVE DocUfl.~y i-AKe~ •• , •• --UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAUEh'TO, CALI FOANiA PURSU.-5NT TO AUTH"JR17.ATICN BY THE D9TOR OF TRANSFOFiTATJON. ., 'J . I ., -I l_. -100 0 NO Af BUH.T CHANGl;S -. _,.._......_......_.._._. _______ =-~)s.~-~-:;~:•··-... ···...a...- --:~~{~'" i _, ~---~< ., C 0 0:: w OJ ::j ., " Iii I ~ :::J z (!) z z " ~ ~ -8 ~ ~ II □ a: w OJ ~ :::J z (!) z > ~ ,, □ T w OJ 2 :::J z (~ 1\1 ' ~ ... "' ~ 11' Q ,ii "' -\,, - I • ~ ~ ~ ---·· I: I • '-· •~-;"•,-. ·!'··:_;·:t:·•":,·.:·l ?;:-;..: .:; ~:~~":.~.--;.r--?_::°·~~~·-::,·: ·.;-<. •: :· !=-~-;:'./:---~ ;2 ·-:--_--: -·-·-· ·•---- AS BUILT PLANS Contract No.a.J-~ff t> :le>~ Date Completed __ _ Document No. ____ _ ORIGINAL SCALE IN INCHES ~OR REOUCEO PLANS 0 --~-,;-• ,--.: J:. ~--. L ~ 0 Z ~ I § :i: '------'~ 0::: UJ rn ~ :J z Q) z ~ a: 0 0::: w IIl ~ :J z rri ( \ \ . 0 0 N u ~ " 4~ ~u wo == C: a: "' ;;, " C "' ~-> w " " 0 0 ~ ~ ~ z w C. w z 0 u " w I \ 0 Q': 0 - I Q Brcn.-.•n,-nec;/.;r."l .. r-c- coc:;.-.se:-u'.-1N,;i MIil 1.SC-:::1,""C~ G?.-"'ivEL c..., 0/-Jc-/ is ,,. • \l;:o:-y ~1·-;,se, E•,r-o)" r:-J,::ct/: ... -1,-:-.,, ·: ro c-::.-c.-s~ i5'-1,,'0 vv,, . ...,: ·o0-1-.;. j: I _? o l'ni.::r-oer:jq·~cq ,;j,")o'/_n ._ Q.,.,q .~ry,,.P,,=".!. t,:;y::rs. l ". lr-ra,,.=a,::;,=:,.=a;=i Oeri~= s,~.:Jy me:.--=, :J',[ ; .5 I ; I-;.. I : I.· to coq,-...;sc o"r,N:J CriCJ6r/f1.·U.. I [),=n.s.:: grqy meq/4r.1 fo _ 3 0 coc:,r.se <5'41-10 I .!16i ,.-;. {02~.l°:'_8~9 Y C~,iYEY \.J"iLT -• J.,j,,:::,, 1-4 I .3 7 l J.;:: ; j1s1,.;c.!- I 2:1,g. ..:: " IO .,. <cn,pc,cf. grqy-coorsc -_tJ.1N!) 1-~v/fr, iscqlt:r· sci,.,:... <:q ~/-;,://~ Dense, ,ouf/'., _fi;,c to coc;rs-=-~-,.vo D~ns~ 9roy C-CQr..::c S.·•-~10 •• 1·.· Ve-y: IOOOC" fo 7 I-~ , 100 ,se, 9ro-,.,., ,S./1MOY-9 __ Cl.'1YC: '1' .SILT··---·-._ - '3i/5htfr.. cor,;:::9-.:::f, ------;---'------,e,--cy~ Fine ;o __ rncq/!.Jrn cS'/JNO , Q. l ..:. 6-8~ N ...,,. "' j 421 J.4 I r-----1 I 8-9 Wqfer -60 ~ ,i------------1!-----------L-~-8 I /.4 , e-cs-76 -I I 0 144+00 ENG!NEERlNG GEOLOGY BRANCH ' AS BUILT PLANS Contract I\Jo.aJ-:lritJ :Zt>.¥ Date Completed ------------------------------------------------------ FOR PLA1V-SEE "LOG OF TEST BORIIVGS I OF 5 II 145+00 ORIGINAL SCALE IN INCHES FOR RECUCED PLANS -· • • ..:: ✓ "' II) ---,5 -'z -- Wqfcr_ ! B-I0 t- I I Q 0 t • <o 0) Q '? I I Q l • ..: ✓ a <) B-1 ') 6-1-::: 1_ 5~ ,_ -.:."...:.-~_...,..,._El --__,...,.-13" I t---v,s_q~f_e_r_-_----------+----_--=-_-_· _--_· ---:_"_---:-_-,.,,_'9_-,_:;_,.. __ ~ t-------1 8-11 Loo.:se,,t:,r-o,vr-; to 9rqy; rr,e9I4rn ro _co:qr-sr=. , v',Jl'-ID Qr,q ,she I Is Den1Se."9rc;Y, meq/L.Jrn to . coqr,se 1.5'1"1.VO W1fh 1"r,f-:r • • J:o,:,q<;1c-:9' 1q1-er-s of" .s/"/cl Is 5 1- t-----l 1-----.,..,.....,--1 /;Jo /(5• 76 Wqfer E}rowr, ..J,1NO ,SI);;-/ i,5" ~""·,-=-------------------, Oo,,.,l!'",,:;:;::ro;v,1 coqr.s~ v,,,_1NC-~v,r,'? ucc;tr· )fO!l,4- ~r~ ohel/s _oen,se 1:>r-0...vri co,;:;,.-,se-----------;c;saa;==,o iS/J:\/0 w1ff; ,scq/1:::r-e-c; i ~1,.st 1.She11.s Den,se 8rqy c.oqr-se' u...,_.,N'O Con-,pqr;:f, ,!;Jr-oNn CoQr-G~ .._,~'!.1'-10 l 7 / l 1, 'J. vv/rh .sr::orter-'E" sl,el l..s --• 8-2-76 -- i,0011. 8-10-7,S ---------------- 146+00 147+00 State o1 DIVISION OF STRUCTURES r,;--B_R_I_D_GE_N_D_. -lJ R ---- , SI /. 'I SOI I-♦ , Ire I• zoo ,. -90 -100 PROFILE -11 0 CAL;fORf~~A DESIGM SECTION 7 55-614 fj · NO TH ARfv1 NEVvPORT 8/J.Y BRIOGF -~:-~t-ii-:"--a-q,.--~-~-.t----y.-_~-~--4---1;-PO-ST-... -IL-E -ll:r--. _____ L_O_G_o_F_T_E_s_r_s_o_R_1_N_G_s_,...._c.._c_F_s __ --1i I I I I ~HE.ET OF I 2 I . -·-~-..~. ....... ,._ ___ r:i-~-·•;· .. ,~ '~:,,;·,i~ . -• ·:..._____ ---·--~i~tt?~lf.r~; • I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOV-E ;---,-• •• ;;.->-'•",,,;- UNDER ~tY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO, CALJFOANIAOC~~;.~A:OEN -~ AUTWlRIZATION BY THE Dl~TOROF TRANSPORTATION. --~ -~:?-- ~ [!) z ~ a: □ ffi [D ~ :::J z [!) z ~ a: □ ffi [D ~ :::J z ! ----------------- 0 0 N C Cl 0 z 0:: 0 co "' t a -------, --u-- ;:: "' 0 "' w LOCATION ABUT #1 TYPE OF PILE 70 C ,\VE RAGE TIP ELEV -50.54' H!GH ELEV -43.85' LOY'✓ ELEV -57. 701 -! . I I PIER# 2 PIER "'.3 PlER ~ 4 PIER ~-5 PIER,, 6 PIER ;1 7 I STEEL PIPE PILING -. • - -73.161 , -58. !5' -5?.9?1 -43.98' -98,59 -67.65 -67.20' 79. 591 -46.35' --- -81. 4 5 , -108.78 1 -69,85 I PILE r, -.-,A L ; ; ---------------- FOR PLAN -SEE "LOG OF " BORINGS I OF 5 I ! ...i ...: B-26 't ~'IER"B J ABUT"'9 I 70 C , 24,631 -51. 3 :::> - A~ 75' --t-.::,. -19.08' -52 ,91' 2 ~ o' -::) ' ' ---------------------------------------------- T£ST I I • g B-38 "" J ~ § ~ 8-39 B-.56 _/5 __ ! __ ----,-, ---,-311 .. a~ _,1 ----..-'-.--I:, s..111 >'Cl c1~,, tL,;ut~ J..,;:_ \tSI CW>~ N _, ·o[§J "' 5 w z "' -0 ·.; in : ::: In "E >,O·.;:~o:.,.. t{l)tfl~I~ > > > S.1t1-&naC1r,1 IL,q1,1..: 1,,.n ll'U.el' t'IH :,O, • ?O 50 40 • • • fJ~nisc to ver-y c,::n.se, 31-qy rn-:::q/'fm to c-oor-.se-'11_ND . with 1nfcr-lo~ctC/~,:/ ,shell < • o,, c/ Cil'9-"'1 vEL Jqy er-,s • ---1; 1-------------t-------------------1 • • ' • •· .. Or!:r,Jr:: to very r:;e-ri,se 1 ,erqy mect11..1rn to c-oqr-:s~ i:Y/NO with /r,kr-k~q,;:;te9 i.shet I q,-,q orr...;ve, !Qyers . . • , • __ :. o-5-77 r:5-,;.-77 - I 00 -------,--------------+--------------+-- • ii 143-i:OO ENG!NEERH\JG GEOLOGY BRANCH .-.----·-· --· ~-· ,, --• , ·---.• ---, ,--a·.~.: -, . --~ _.__;,_.<-;:;...c~:-: ~:-.;;..!,...,__, _ ___,_ _______ ~ -- L ~_;,,: _:f ·-·-··--,:~,ft""O:.:-•·::"'-:--·• ------· ,, ~~-:Y:::::-- \~~t;~- AS BUILT PLANS Contract No07"' ~f@ 3-fJ? Date Completed __ _ .:,..1; __ _ 0.,- ,· . ,. ORIGINAL SCALE 1N INCHES FOR REDUCED PLANS 145+00 0 /Jir-,- .. • -60 -80 -90 -100 l 2 I PROJECT . ENGINEER . .1--+----------------------l • • 146+00 Ff-i"OF!LE "lior: 1•• 201 Ver; r • 101 0 0 • •----+-------=----------: 1---2 o· D::-n-.1-.:: /0 -.e-r-1 i;;c-n IS~> .fJ""Q7' • mr=q1(Jn1 fo C'OQl"'i.!C !J'r1/..t0 w,'/ij • 1111,:r~./~~e/ ~ell-JS 6'8,1VEI. -30 • 7 -40 --50 I /Co!/, 147 + 00 LOG OF TEST BORINGS 3 OF'.) .••••••,-..... •r":_(-, .• , }J':!--' _ . .• .... "" ...... -~--.. ~-, z ·--· ..... n-----. ~"" ... ~,-· ~-, "-·. 3 , -_ cu -WO 07209 280201 ~isro;~nJ pri~t..s bearing cnrlior revi,::iicn do.Les ---l!IT ~~1.$100 :ATES t?it=!..t:.:0-J.RY !TAG.E ~LY1 SHt.ET ' -,:~t~\:· ; -·-· -~: .·;·~;,~. --:c-:c::.,--••• , ,:,:~ ,; .---.• -, --~~~~ • ,,_; ~~';fl~~~~:--·---- ' I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF THE ABOVE DOClii.iENTTAKEN·-·: ,--~ UNDER MY DIRECTION AND CONTROL ON TH,3 DATE lN SACRAMENTO, CALIFORNIA PURSUANT TO _ . .: -;;:.,-,:A,-U_Tl-l'l-, Rl7.ATION9YTHEDIR TOROFTRANSPORTATION, ;'ti IU,1'[,Q,__~~, ~') .S1~111,l\J~t .A_ _/ ,I 71rnu: -•~, 1... .. ,,,.,w., Vf 40 C!J z ~ cc D m DJ 2 :::J z C!J z ~ cc D cc "' LU DJ I 2,., :::J .,.. z nl C!J 14 Z1 ~~ cc D er: LU DJ 2 :::J z N t'I -~ 0 GI --• 1 " " " 0 ~ => <t 0 uj ~ ~ 5' m -~ - □ . ffi • . , -Z a 0 Z i [;j D ffi -~ □ -" ~ D □ 0 ~ g 0 I z :l ~ <t z " 0 ~ => 13 uj z " ~ ., m ~ □ ,. • iii .--, Sia /4-li-77.02 8.B. __ Elev. __ -t Pier.3 ~f Channel~ Sfa. /44 f.50.0 -~-~--=:-j---______ --------------------------- P/.Z CCJ.Z P/er 5 ELEVA.TION _ ;•·=so· P/..4 Pier ,G '· Abu! 9 S~rvica t>n.coo1iecf-- ·1- • 1~8. 1---~l</~'.9;---..l_, r, Service -~-... -Pedesk!! - . ,, 1:,;:.cH L tJG o 0 - I ::;:;;::::; No-teA: Conduit-t-o be run in the side-roiling ---- -----x-t---,~-x----- t 'R , io I I. ·(St?e frClr°l'"/c "Si_gni:;/ P/on Sheer"' 73) o._ Califor1,ia £dis on Co. -$ervic-& Vaulf 7b Se:,rvice /J.lo:,,igc;/it:Jna/ J..ighfs. • DESIGN • , :;r. s. SfiN};;HJ.I DETAILS n, QUANTITIES 8 ::,. S • $ /9N /)/-IJI AS BUILT PLAl\!S Contract NoOf.,. 2!?~ clt?~ Date Completed __ _ Document No:_------- • o· 1J J: I I '_,o ORIGiNAL SCALE IN INCHES FOR REDUCED PLANS 0 • T," • --y·""' ,, . 1 2 , Nole: CCL = Pl : ~ Sforidord Pion Sheet No. 3 PROJECT ENGIUEER cu 07;?,.09 WO 2.80WI BRIOGE: NO . Di:mJ-,=?;a.rd prin~ bearin.J! urlier revision dn.tot-__ .,.ii, l 2 3 4 I M D E X 'l' 1:, l' IE NAVIG!l?IO~ LICHTS PIER LIGHTS C!IA~i?~L CZ!fl'E.R LIGHTS WIRING DL\GP..AM St-ancJord Plans dofed March; 1977 f ~B//-54. • £S-7A £5-7C Concrere fur.r.ie r. Type 26 ---'· ---_ Electricol Details Structure lnsfa/Jot'.ons[ £/ecrricol Details Sfructure lnstalfot,onst . E-I 37 40 • --:.~-~:.:~~ • ff;i$l~ ... ~ ... , ' -_. (!J z ~ 0: 0 5 i ~ [ii ~ ! 8 ~ § I '------'~ ' I 0: w [!] 2 ::i z (!) z ~ 0: 0 ( 0: w OJ 2 ::i z • ., •••.• , ··•9·, ·;·1· . . .. r . 1 l f t ..,9 Pull Box. see Sh-eet E-4. For details not shown . . o l ,•-c} 3 "IO I --- . : v-d: . . I . 116· 0 §-varies Pocif'ic Coast H~vy '\ I ./ \_see SECTI01V AT PIERS 5 Al✓D-6· Neoprene Gos ke t _+1:,--..., I I I I I , •. I : I I I I •• ---~ Pier I I I I I r I I I I I I J I I I . I I i I I I I I • I I I I I . i I ·_Li : ;f. I! J. . A~--'-~------'--7~~-'----'U... -,.-..lj,',r---rr--~f ,,,.&,~~-v 1-Y /~ I I • ' I. I ..... , I I I I I .. I !-·-----, . I . I I I I I l : I : ·-' --,; C "Detail A• Disconnecr Hot Dip Galvanized !' Expansion Anchor •1lebs (4 Required)-- •pier Light Fror11e------I I I / / Red Lens-- B L • ' - -·~ ·" --::,,, ;" ... 1-, •• :. t ~ ;-'·/·· -. (-! .; • ,.} ' -•' .... ---~ ,_.'.•; • . --'l-• -~.: -. : . . ' -. . . . ---' i' Lexon --Gover--==--,--"' I I I /--------------41------l•l----l--l_l _____ f_, __ _ I I I I I. .. -.-&x-fef"iOF--Fo~e ,--+-,~-i-~---'~-~--.---"- of Pier---.~ • • • -· PL-AN --'·---. ·I'"! . IS Dl72 I 11-~-1-- I -· I I ••• I -... , -.U..-Jl.--.l.L_..JJ. __ .....__'-"-_..u ___ ,._ ELEVATION ' . • PIER LIGHT COVER • ' ' •--~ ..... -•.-.-----,·-·-··· ; -i .... "_-; :~ -, .. . -, AS BUILT PLANS Contract.-No.(21-flf ~ 2fJ ~ Date Completed--- Document No .. ·_----- -• < SECTION A-A FULL $CAL£ . r 0Fil6!NAL ~CALE IM t~HES FOR e?'Etn.:ce:o F~f!iN.$ 4 , __ !_ __ . . -.-~ ----··-,_.-,,:.. - , ' tf t11: Sroir1!e5= s r~t:1 dolt T J:'"" ; ;:-I / ~ 7' 1 .-., i j L....:..__t... /.,--•1/J~ __ :::; DETAIL A . ' • it.. Pier _ -. . ... - ' ~---<-· ~-·...;_' ;,.--, ~ f3 I 1• • or¾ 1 .z 7 L9n9 (Tot. 3 ea_cn Side) SECTI01V .B -B FULL SCAL£. 38 -·~·t:~?-"' .. ~··-:,··-;·:_-;. L ~ 0: 0 ffi [!J 2 :::J z (!) z ~ 0: 0 i I \ 0: w rn '? 21"1 :::J II" ZN ~ ,.., ~~ 0: 0 ffi [!J 2 :::J z jl) f'I -"'-0 'ii Ill - ! ~ I I I ' I .I t ·;20 l !l ti I i 1 J ' i . ' 1 ! l . .. . . . . . . ' . ' ' . I / I ' Lamp WJ I I I I I Disconnect Svvitch 1n "'9 Pull Box Note Lamp Assernbly Deioils t✓ot Shovvn PART SECT/Of•✓ AT <t. -CHAl'/IVEL Dia • 1 4 H~tes .-"-, Fl Bor B L cover, -- cneckere~ Top of Sidev1olt ~ ·, \ 0.1345" 51:~et Sree/------- Eiecfricol '16 Flange Support) 7]]'~ . I ~~~ . ' ~w ' ' .., .. , ' . yl A ' / ' I ! ' ['" : I I~• I ' . ' -.... ~ ;/.,,,:;~_ i \ (i i \\ II ! \\ r.,- ',,-\ • ---y -t-9 I I ~--.~, --I /~· ·; ~ ,. -t-1 I,._ I. I "'"'; l -. . • 6. . 8" ' ,.., .3_,.• I o,,. I • 12'!¾ ¥ PLAN -.s·-,~o· 7 . . A .. " ' -.· -•" ·--------............. I ::;__:-:;_!_ . ,-. -f ti . ; .. . A • f ' t·f i i • r~ ' ·Type ' ! '' t N ' I ! . r . I ' I p . I i ' d • . I -c,J~. . I <',J, . . .._' I I • --~-----· . ' . . . . I . . 11 . .-. ! • I I . . ~ s• Standard Pip; I l'lr,!O • 1.0 ~,.., . l C) -.. R ' • I l { y r 'l- h I Q . ' . -tt-~' Plo_t_e .--• J I ' \ ' I ti 1 y 'I . f 'j /t, . ;;l / n . , 'f f V 0 l r ,., 0f::TAIL5 AS BUILT PLANS Contract No.07-,Rr!fJ :l.O 7 Date Completed ___ _ ,....,_ --.• ----.i. 11. I - ...:.0... -i ; --·- ~ n " a ~ -"- --::r· ., :..i i:-,; rr r-'J· ~ -----::t. ...,J;..., _......_J. ·-~ • P-~ _, f, t P" an . t " " ~q nr. --:~ ti µ, ' g -, . . SFCT I' ; :: ,,,... ··--...... '--·~--· ·--• ~-·:·""--· 'i; '···-1 - .-..=•{ • I -,,, . .. .:. .. ~ .• -. l •.--• _J ·' ·; .7 _.;.-4 -.-•,/ ~---·. ',·11,,·; ...... . r 7• fo}!'./CHOR DETAIL 3·. i'-o· (8 .Qequired) E-3 ·1:- j ' --~----.. --..:.. "· ----~-. ....:::: Q) z ~ a: D " z & ?ii ~ ! 8 ~ ~ :,: '-------'~ a: w CD 2 ::J z Q) z ~ a: □ ~ .., - "t 0 Q) I'.) i,I z I -~ ::[ ..= a: ::t □ Ill i I I '"'--. .. . II w CD 2 ::J z Q) :s 2 rr i2 J 11 "' z ~ • z 0 If 0 a. rr 0 0 0 ~ 0 cc ~ a. \ /I i I rr " ~ ~ 0 ~ w w , ~ z ~ ffi ~ ~ ' / d. 2 rr i2 " d. D "' z ~ . 0 " z If ~ . w □ ffi a. 0 rr ~ -D ~ 0 . '3 D :,: i z ~ ' i ' ' ' i i ' i i ! . i '. 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I t:: ., :y ,, ?r: '-' ' ;., ✓A '-' • i_. ,,, -'O I • I~:,, . ,, "-, ,, .. \ ._..__.. r . ., ~ ., . _____ ,., .::;: • .;,,1::.~-9-·-,---i,x_ ;:,:,_ _, ___ . -. .t• ,~•'"»..a.,.. :-c-k•O<"P'"-• ~( -.;, ,, ___ --~,.. --, __ , -;"l"-.. ----· . -.. ,.,. __ i r~ORTH ARhA f',JF''/'/PCRT BAY ;:;,,.,,Dr: E _, I'\ i •...:J ' (, ~ 'vV I R I r-J G D I A r,_ R ,A. l\A '-' ,. --. .. ..::.; V·'':r ' -. , .. <•• ,,--, ·-:a •-=•~:. ,. .. ' -~;m . c ----"'P JC-t ; •• ,-.-.;,,._..,...._ •.: -.. ,r.ti •· -. ----.' J .. .::;,,,,,:,,.,...,.._---~-~ • C • ·------~ -~·-·. . ~'15(---~~--~:r-;'5:t;~~ ~=)( . • 1•s:,,~?'!; .• , -. e~--.. ~ ,s;. __ I ··~ ----_,:.:,.. C __ e Q....,-• .,3 .--:· ... ~ -~, I ORii;iH-iA L. SCALE '" H-lCkES ~FQR ~E~UCE~ PO..At-15 \ I 0 t---:~-, , -.. .. . . . ' ! ' .. I ' l t l 1 , ] .. -. "S'""' ' . . . . ~ l cu ,072.09 ' i i :)~;.~;: .... --.: ~"'"•'-"·"' ~~;:;..i 1:1i;;.rlt.;,; !'y"t1.f,,i.tfi <J:..;...-~ ~;,; ;t. ... ·.-n ~ a .. i .~~a.ta '"' ._ -;:z ~ TI I v.;o t.~az.01 ·:?s·',..,J F 'j-, I I ! 1 l l l ! • . ,· . ---... --·-- ... -... -~'-" ... -.>• •-. ·--,-) ... S¥.~E1 • E-4 i, f'l . ;.-;'~~:/!' ~ a-~1 0, : ,,,0 ... 40 z 3 • (!] D z z ~ Iii g ~ I D w ~ & ~ ~ = D " u 0: D D J• 0 I ~ Q 0: w rn 2 ::J z (!] z ~ 0: D ( "' 0: fl\ ,,, w I - ~"" '+ ::J .,.. Q ~~ ~ z -• "' z > "' • z D ~ D ~ " " • ITT ' a " w m ~ " z ~ iii a § I \ D '" u " '3 D I z s Q " z " ii' "' cl "' z " o' • ,_, ' a . " w m z ~ " D z ~ in D ffi § " ;;a ~ " , g 'a, • I I j ' I_. -· " ~ " ;;a • ii 5-I ~ ~ ~~ t-5 P, u " I ':t D D J "' D I z s Q " z ~ !i' 0: =i "" w u OJ "' z ~ 2 > s "' ' ::J a z ffi ~ z ~ " "' . . C , Q " " -· --------·-~--~ -. ~\~~ ·/ 2? .!-__ _ --------------------- -5.00 %" -!O + 79. 36 6Vc. PROFILE I I I 1 _ Q'' GRADE .1., 2 .. o"' ,:;:, /o ------------------------------ / / - • '"'!- I 1----------------------------------------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---7 I ----"1 S'7 1 -o" . . . ~--:",::~~~-~>~::_, ...... :<,,> _,._·>>,-~', ,·-,•;. '·-. , ij ~ ~ i ~ -~ I .I ~ i:i B I ~ " I a ~ ~- ---'-··-··-··-'-' I -----~ ..... __ T"-j l ; I~ I I I I I I I I A. bu.:t rn e. n-1; '· ! -J I . I I ------• ---- \ 0-\-3'2. .00 f-;> I? ~'.~v '2l.:i$ I I .. / / / .E.•;,<."1$+ Nev,, Port ;·:---' -6c No SS-'Z.. '• _ • --..: lO+So . \ ------ •• ---- ~ ... oo' . . . I '·" . CONTRACT CHANGE ORDER NO 7 . ' ·j SHEET .El.OF /7 • " ,, .-' -;·-. . l SIW=-tted ~y . By ~-I Cbec!t:ed -· -1 J . __ d g~J1w11 c~:"'1k ~~1. DESIGN J;v:~, . .t -,~-t,,l. Yl"1 £ ll-\1-7. ~ tSR Rt.~l~TER.,;O ~IVII-ENC::IN£:::A NIJUO~l'I By ~/,/,u/ fo.,.,:;,L Ch"""'1 DETAILS 7'11 t I. A.,..Ti:,v~l ~e, 1::mic:uicd B7 g;--~ ~ 0~:1GM ~vr>;;:,,Jt rff/?J.,1,1.(1/ti~" ----,. g;qg 4,,.-:.,.4;--,r By Cheeked QUANTITIES A~,':-1~'!',0:.r~ e.,lil\.. ~><<!l'Nl!Cl'II l'tlJWllCi;, ""' --!" .• _..,_ ~-~)~,:lo--•-,----~ -' .. ---. "~-., -~. -· . --,,:--_._,-.. -. -··--·"'·'. .. -.. .,-. .. "'--: ------•---• -... ~ .. ... .,.._ --. ----as nsa _ .. .. -' (\ 0 ('-. -~ -. --·-·-· •· - __.,........-I ____..,-L R='Z.000 I t:,, :: 0(,, O 4 UJ I ::) o'I L =-2.~Co.G:iBG?' 'T -=-\ '· o. 4-8 \ ELEVATION • l" = S1 15' 3 I 0 S ::i' 2. I" 4l.o74-' '2J .49b' -· 11 •• Locofion Tc e Pile R =-000' !::,. ~ 1'2." IS' 59' L = \ 'Z.B. 4-$3' T "'"G4.4l3' 57'-o" 41-\ ¾zi, '"" Piel' MARX. DATE 70c 70c --17./5' -52. -.6 I f ~., ,,-1 ,e ch OtY1 q e, DES CR I PT ION REVISIONS ,48ut "'3 70c -56.83 - IJ+ I 61' l',1t'-i ~~Dj I \ --,.P ' :-.... ·r:.z; l.SH--.!;~1<:,;~-..\~n.'?-~ I•-:.-n~----&-2-~~ 7: ~. -"3~~":)~'-{.; 5 '!'~~;:-:~ .::.......-..:;~~~ ~~r l'-.',..,'?..!i ;.s:: P IL:1:!~ {CU.$:; 7 C-C} rm:r:·..iZ P!L!! (c.:....1..::s 7o) c.r! .. ~ri L:U.'K ::Y..:r;r .. ::;~ S172~TU?Z EXCAVA'fl.:,!: fl""I'.:'P! !)} s11:u.:c:-rl1RB ~c~ ru, (2RID.:.Z) S'?.ati(. .. ,.'".;.-:.AL C~lC:~?EI 2!UJ)3 DAR fil.:J:,~CRCiliG S~L (O:.l..!I:GE) 20 lO 110 18,000 CY C'L CT Lil & REVISED FOR ADDEN OUM t'--J 0 1930 3 DATED FEBRUARY 8, ---,4) I . I ... i''Z.o .. i ~ ~ r1s 7 1 --~ ~~ I~ ,/ Pi i I ,,: I•' -ii I I;\ i I~ _ '2 :.10 ( : _c.;1 ___ -=_·------------"~--,-,- -' •· , ' ' I \ '- l -,-----,:-.---' -,~ ·I r,--~~-1,·lt t"1 • .,..,--~-,, : "-,. ~, -, r• -~ ._/ { ',' :-.~., ...J I , , , I • , • __..._:.., ,.--~.-, ~~._:_..;--, •. ~.: ' l ' i l I _.;._-:=; I TYPICAL SECTION ·' o" ,_ ' l\t4G.OO E.o 5.SO --------------......... ------- ------------------.. ----------. -------.. t ' R.= '75 / I' - -------. ---• ----.. .. --------....__ f">r-Slandard Plan Sht:Gt 1Vo. C3}-Defai/A!o. . '2. 4" '2> e "'-' e. r p LA t'1 . Ho-i-": Vs ... PM~-J,a +er ~ ... '2. '2.S 1'0,e,,-Ri.k-t:le.i.o ~ l$" shS;~L I rt" S' -Fo-c Gene-cat Not~';, ,, OZ;::;.\--, Contou.-c<:." '::>~e+. i $ee ' . ---- -. -. ------------. q • • l ' -State of BRIDGE NO. l LOAD FACTOA LIVE LOA.Dl!'~G: , 51de\lYO. K. .... ---· --. --. N'fRTH O&JO.!i --. 7 . -- STflUCTUii'lES DESIGN :,5-<i> '2. t t ----CAllFO~N~J\ -By Checbd .., 0 LAYOUT rYl E. POST MILE tj i ' ()[/)$ t.-...;. ~ • . s, ~ ,t/)'\~~ $ 0 !lEP~TIJlrfi er TP~!SFOffiATill!J PROJECT \B,4 ti ' Sl'ECIFlCATlCNS Pb.it5 ae.:15~ n .... iat / :A \ ;.-A..ih . Comp&~ ~NGIN~ER " .. ----~ ~--" "• ----... -""""""' . . -'-~ ---•--.. . . -.-... .-.----.: . ·--~ . -. --~---~-~ --.:._ ' . e ' -. ---. -· . , .. ----~ ,----, ---. - -. . ,, -"" ----. ------ -~ ORIGJNAL SCALE IN JNCHES I I I I I I I ... 012.09 . - !> DlDE:X TO PLA~S _____, SHUT :t:O. TIT-U: i--~ " ~ -----,-------i---STJlliDAP.D-PI:AZ!SLlJil'ED-MARCI! 1977 , 1 , A62-BB EXCAVAT:rw AND Bi.CKF!!,L • LIHlTS o:r,• l P/\~'l' (!l..'\IDGE) B2 -8 PIU! DET/\Il.S • CLJISS 70 C Bll-7 CHAIN LINK RIIILIUG -; ~ f;j 11 I ...--·--. ·•-~Revised for Addendum No. i • ' --. -. -. -dated January 18 I 980 - i , -- ' . r ' --. ,, --. . -. ----. --. ---------.--.-.• -·-~-:--. -· ---. . . --------"i ARwl NEV\/PORT BAY B!~~E BRIDGE ~-' ' I • GENERAL PLAN .._JC:.~-·' • -· ---__ 31-_;, -.. • !' --, ,. ,_ .. , .. " i ----· ·-' ---.1 .. i-.. 3--,-".J -,-.. -.. ~),$-.~J Ri::VC?C!i CA.Ta (PRSL~INlY &i'A~ CULV} t_l 3Hect I 0-? ' ' I cu Disregud prints beariJig· earlier revision date~ ~~~Pk•Jii I I I I I I ·-J.-;;, :,. ... ~-::~--~_,;•,;,--r:'•:-=:0.:~{ ,:~ ~~ .:;:-i;,~ ,"!;:>' ~_.:-:.Y/~ .. ~1:.:{-:;;f,;7p. ~ :<:~(.;~;: ;:'•~~ ~::-; :,;-;-:_ FOR RECUCE:C PLANS . ' 0 l z 3 ,WO e,&::)?O I ' I:, - 1 ' • ~ ------~~--~--~--~ --:.::::...:..------~··---:--;s,.~ ··~:tt1? .: . 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' ' ,, 0 /23 ~: -----?j}f{il · : -_,_... .,._ ..... ~,,"':r--~ I • y ( • • • • Note: 0 -Indicates even foot contours. X -lO' interval" eJ onz '3'tation line, Contours do .:wt i~luiie camber •. Scale:' /11= 4' Contou:t"';'aa ·o. t .1c' ,n\e'l:'VC\.\ '<.. • . . • • ... I • DESIGN DETAILS AS BUILT PLANS Contract No.at~ flfltJ tltJ!f Date Comp_l~ted -------' ----- • I • Edge of c'eck CRIGfNAL SCALE IN rnem~s FOR REDUCED Pl.ANS , .. t I . . ~ ~~d9e of dee~ f \ ; •• • .\ • State of CAlif O~ftjgA t e_ 1 z , ' ·s ' • I ,, • • DIVISION OF STCUCTURfS DES!Gf-l Sl:CT!OrJ 7 PROJECT EHGJNElirn cu WO • I ----- ~-?:{JH • • • • • ts; • H.~ ~. e.~t:! :;. ?'),t,.;l ?i LM ll...,._.-.:::t~ ~ )t,:;!;; ~ ,iun.1~ ::Ii M f!) by loo.cl. 'ro.c. ~Gr • • '·-'-e • ,· J;:S'/CY.:~ DJ..T.!S IW:..:!Ll~~ Sf~ OLY1 2 -":;.~~~ -.. ---------· -~ ---,. . .) ... 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I Coble ca) E/e-V es £-1,,1 8 Wires (ii) .C lev 20 W 2 Wires ® Elev 38 NE: pp# {No Nun-,ber). r;::,,, 1 W,1"re .. 6 .Elev 25 N.£ I.SJ 2. W/res @ £/ev 2. 7 N·S PP" ( /vo NU,77.ber) .~ I £/c-cf-ro e, Elev. C.7 l.::V 2. wires @ EJ,;,v. 27 /-.I. GP (/Vo. Nu/77!,er). @ I G"-'y w,re -@£/ev 20 S. PP~8047.5"4H (!) W✓;...e:s To Tro,-1/ers BENCH ,. MARKS PRELIMINARY INVESTlGA TION SECTION SCALE ,, , DATUM PHOTOGRAMMETRY AS OF; DRAWN ----. I =20 ..... ·-· ~---· J SURVEYEO By TRACE:D By 4 CHECKED AL.IGNME:NT TIES FIELD CHKD HR A~arJ,,;-ca/ -J8-7l --__ .., .-,-•· -·-·· . ·• -----. ' -,,,..,. __, -~~,~ -·•· ' - --.. . , --, . .. OH-OS D t4' . --. ' ,, By LI e, M.,-- By By)/_ JO€: ._ . ----· - - •. ~ • '<. ~ -._, . · ,,._ -,; !::'.- -. By afi-f--tf:.,,.,.J~ =-(i .fi~--DE:SIGN ,11 't, I / --/-70 DETAILS BA .,, L 0 7/7f en~edWlt, ~, s~.., ,,-( C:t.=cb-d _). ~ V\ ~ ~ s/s/,-s QUANTITIES # - '" . . .. ... --.. . ... --_ .. . --, 1·· -.... ' , .. -J •• 7,,.-. ····-. . . -•' ORIGINAL SCALE IN INCHES ' "-••;-··•--:· FOR REOUCEO PLANS .. . .'!f c;.. :;-.•.•· -•f: ...... -. . ... . .. -. . I . 1\-"Jl?; - I 142 r/6.02. BC ~P,,-o.l:.."' Rra I : I -.r St;;te of i 2 7[ 40 fG.4 .03 1---,.--, 8 i 40fB5' 09 . OFFICE . OF STRUCTURES ·c ~ n ~ .-0 ra-10,~ I ~ • ~th.I rr 'i:r~ r, !fi-DESIGN GROUP 7 . (if~.,a-;13 =-4. PROJECT n .. p~=·"""~f OF T!U\!11SPuF1TA TI!l!~ ~ ..::ietitr'd ENGINEER -'"~ "~~~ .. -, ,J -' I --. . . ·-· -, . ·-· ----·· .. • ' -I I I • )!, +-/.7 SRJOGE NC. ss -621 POST MILS: 807 C 9 _;_ p, 2 JDO 4 = b "46 ·.,,..._-0 T:z 118 . ..;.,:31 L;;:. £ 3.6 C.._-:tb IV ... -_~·3 ~ 7:;, 4.~-~? C' -I"'--'"-:;"~-., -· ~---_,_,,, --~--' .,.,..,_, R, 7.:,-oc; LJ~ 3/":;9',E;" T• .Cl.198 L;::: -JI 874 No're. I I t Abu.t \ i Abu.-\-3 ond P,~..-'2. arr;:: rod\o..\ to ?.::>1ke fu-\-h See Oeto.'i! £:>heer'=> -For_ L:::i..::,ou.. t ·o.-..d. clo. ~a. . . •. . .. , CONTRACT CHANGE ORDER NO 7 SHEET J.5"' OF _fl_ I J .. , ., --. . . -. -,· --~-------· . "-. .., ... , . .-,--~-· -~· .. .... ·. --.... -----·--· ' .. -~~. ........ -~ NORTH ARM NEWPORT BAY Bll<E: BRIDGE ~-· ... 'PLAN .. FOUNDATION . ... _, . -• --, "' . . --... . ~!! ----c-'" • ~"-·--~ • . Rl::.Vl:.10:U OATEl (Pru::L.ll:UtAflY nr.-:"' ~-.LY) :J.GT CF T I l I I cu Disregud prin~ beuiog eatliar revi.sioa da.Les ~¼I I I . I I I I I 3 ~ 0 I 2 3 1 WO . --.. -- ' ' I I l.!J -~ I g z z 1i ~ ~ O ffi ~ ~ " □ 8 ~ 0: '3 0 D J: z ~ ' ' ,1 1 s; z " ii' 0: =i <C w u ([] uJ z ~ ~ ~ ITT • ~ :J 0 cr z . ill ' ~ Cc) z □ D z z i ill ~ 0 ffi ~ ~ ,§ @ u cr 0: '3 0 D J: z s ~ ( ' o} 0: ID w VJ -m I 'I-§ "" II z ,r \s (!) "' ~ z 1., -~. ,:. ii t ~ 0 ,l " 5' ([ =i <C w u ([] uJ z ~ 5 " , " ;;; :J E; a_ -" , . z . w < w I "' ~ --,_ ?, I l \ \ \ ! I _4:i:l i., tot B _______, ~ I L ;----#-3 spi ro.\ rz;inf _, l ~ ~ ij ~ ~ \ (.) _ Jbot+om of P,e.r_ ..... OJ I . -\ 0. p; e Cu.t of/ \ I ~ I ~ --~- ------=~ -@) ------8 4. e. I ' ] 4 •-I Q. i.;: c.: ' -If) I g g -·o I ~ -I--' I I., Q.. I ·-8 OJ, ~ <( I r/l J) t ::r 1 i}\ I Ci -,.;, -Uy Cons-+ joint ·:n .. ~e\l i$ op+1ono~ ; \_c S, r;i· u -~-Q_ ~ Q; • .,-=-"cJ -' ,q @J ~ rfl C _y -' t I ! ~'§) ' 3 I I v \ ) -t- -..,./ ~ _v f=--~ • ·..c :0 =-' I -~l ..J:? _, ---==---=,.;. ~~ r<) Q_ +--c.: r r -!J -'d E: 1l ·---.!) 0 ~ =~ I t: r[} 1'1 I l r1T7 I • -• I II. -'C' @) v ,J) C t. ::J +- ~ ' _f -__ D --+ u !) o' \., C- ~~ I --• -··_:-·'~u-_. ~~-:Q":_:__: ___ -·- ·/ SECTION ,;i_ ,." .J • vW ~~IC, SECTION SECT ION Qe~ign· Proper+ie<:>: . , :.::·': .~:---_ _-_-_--~---~_-.:_-:' -------'""···----- Conc:-c-ete: stress, . ------------f'c. " (o!:>00-:p$i -@ 2-6 clay cs •• C Oes't9n Pr<z. ~t-ce~$--F6-~cc C 4&1,000. 'l'r.ii"rn·,n~f.o25" • ·w.o:tl~lnic\~,.-r.;-~~'=> "Qf-l;ei ·to;i-=,~s. & • Fer wo.11-+hic.kne.ss greo.+e.i-+ha.n S'' the. P/A 1 0.fte1-\o-s-:ses-,shP.!I beno+ \ess tho.ri 1,000 psi. -· __ .~c~i9ic, p_....n-s.t'.C'.'e,.0-~ -F6ves-= 457, ooo t~-:~ af~ tciose~ DESIGN O:: D133 -·:_:'.'~ .. ~~;.--.· ·-· _____ .,~ .. -.-:. --- .:;:/·~;;~~ -. ------•• ------AS BUILT PLA~NS Contract No.a.?~ tefle, tJ.f!J 'r nntP. l,() P.tP. .;J. ..,, {I, tot~ .,,_ ""4 v-,1 ire. spi ro.\ re: inf P,es+re:.::,ing or cc.b\es. A-A B-8 " c-c • w1r~ Desi:m Lo=.!d Abutment l ,r ' -_:_Abutrnint ~ -~-'10 _T(Cfci:i:. 70 C ) filfi(2.r l-OT(CIQ.55 7dS) STEEL TIP -sz.o -57.0 .... LED REVISED FOR ADDEf'.JDUM NO 3 DAT ED FEBRUARY 8) 19e0 225 TON-PILE • AS BU!LT CORi:i:CT!Oi'-iS ?>Y Ror;nlcl E 5/.,..~tf, CON1RACT NO: 07-)8o .:lO"f 8 DATE6-<1-8-2 !(o 7-z-f?.t,, I ·- DETAILS (!) z ~ cc 0 cc l1J Ill ~ :::::J z (!) z ~ cc 0 ' Eo1 ill ,.,, ~If'" ~c z, ~i cc 0 ! ' ! a: l1J ill ~ :::::J z -- " ,I) z cc ii! n ::J c3 -ui ' z 5 "" " . N z 0 -~ . 0 1 Q. "' 0 LI !3 0 I z s Q. " z cr □ ~ C, • " ui z ~ . 7 J i - ! ' ' ' ! ' . ' - •• C ~ ID - ~ 0 " ffi .-- ID -~ ~ .. z ~ 0 ffi ' -~ - 0 "' C I ' ' i ' ' ' I I ' I I ' ! ' ! I : ' ' i " • " -~ -" w ru . a, - .. . .. -- I I 26 I J I -. .. . - ... . . I'-s II o";I r "I 0 t__ --------',-,-- Note Abu..trnent i 5hown A bv.trnent 3 sirni !er . '' •' I •1 I, ; Ii . ' ''I' : Ii' " ; ; I -.- I ~ _l._____ ___ ---' --,-- 'i , 12.'-o" " 6'-o" iJ. ,. . I I i-o'' PLAN ' . I I" ' " ! I •· ' !2 " • I ¢s1 -:-ot .,., I I g :::, ' i I 1 "' I ~ I ' -1+-A I, + 4 I I /4 1"f'-+' t'o I ti -.< ; I .L {6 .!..j. I -!). [J ~ ' r I . -.r:; @ ie;' I Re.inf. • rJ -~L ' 1 o, ~om ·i 0' -' Opt.iona\ j01nf 4" c I 1 . C r,.,..., "'-1" ~ I ! I .. ,.J ...• - I i i -I " ..or i . i· i I I r I ' I *s, +o+ ' ! 3 . ,., I ij ~! I I ' / I ·(i) I . I I . --. ~ .. • 0 I I fl -1 J-T-, -C\J ~ -. i i I ~ ' :;-J I l?'Z-8 !lf ~ I . (Top ' / -#-' ~ ~ ., ill g ' ~ SECTION A-A § I ='/4"; i'-o" @~~ ' Fou.ndafion Data D I Su.;0port DisiQn Load Pile Tip elevallol?s -. 5cecif'ied Probo..ble I -.. Abu trt7enf I 70T ('Class 70C) -47. 0 -52.0 I Tl Pier 2 -52,0 -57.0 .. .. Abufmenf 3 -57.0 -62.0 - -.. . . --.--.. -... ... ----------·--~-.. .,-.--.--,-----· --·---------•-. -.. ----------·-·· --------···-- - . --·-. ... . . ---.-,. ... ... .. ---~--~ ' . .. ' ---... -.• .· .... .. -5& li!O:!l .. .. ~--~'.~;~~?~~~f;__~:· - r ri ; '.j 4 "cl - tb I "' SECT ION B-B ,, I 3/4 ~ \ -o II . Winowa lt .:;; SECTION C-C .¾ S @. 1,n '' bath .r:: 'L TO.c:es WINGWALL ELEVATIOr-.J DETAILS Dy /] QUANTITIES /..-:2. ¾'I:. 1,'-0'' ORIGINAL SCALE IN INCHES FOR REDUCED PLANS --.,._~ !:' . - •:.,\~:'-::':_ r • -~r=-fl1~~---i:::::?, AS BUILT PLANS ct No.a.7--tJ.fl~ ;l.fJ ¥ Completed . -... ---··· -----------.. -... . --... -.. " --·~~--';..~ ., • ..:i,,• -. ------~-·-.--.-' .. . '::_-,.;_:;:_~-: Contra Date -- . -~- ' . ' ' • 0 .. ~ (:) -. .... ---- ' ·'-c 'I - . -·· - . • , ; ' . /'.::---_-- s / G \0 / / '/ I -~v--ri--~i--------~1 ----------------., r O "' -~, ___ , L / ( -,---/ ' ( ' ~ I -I \ ' ' I ' ' ' ' I \ 1 \ I t lo '-I i . -~t ---------... ~-----· _, .l -- '~~ I ✓-1, ✓1~ ) -• \\. ) ~-1\-_r_-1-i-1 -t--I 1- -• --------1----'---/) ___ 1---------- '-..:: 'lr ~ ,: o'' .. - . -,-· I .. I ,1 /-6 State of ~ ::8 fof / ✓ / --. -t--~----" ___ _,://1L 1 _,,,.,,.--t-------1 ,.· J ll t:- 18 &PLAN '¾ ti { I O" 4 " - /( / - I ! I I • I ' I ' ! I - . . . ,, . ~ . ' I ~-7 ,-r--1 r-:-r-1 I I I I • I I -I I I ' -~ -...... -'--" ..,___.. ..__., 3 , ,, ·O 3:0 ,, ;!.6" 9~ o'' SRIDGE NO. l . ~ ~\ ~ n ! i ~ "1--- 'ls. y CO~JTRACT CHANGE ORDER NO 7 SHEET fl. OF .11_ I CAlifO~NiA STRUCTU~ES • DIES!GN 7 NORTH ARI\~ NEWPORT BAY BIKE BRIDGE PROJECT ENGINEER ABUTMENTS AND PIER cu WO Disregard prints bearing eDtlior revisioo da.tcs ---,,,1,- -\ • -_ ~-~~~\~----.. :. _ --~~~-----: , • __ -~---~----~,~_-_·::iff.tf?:❖i~-'--- 1 HEREBY CERTIFY THAT lHIS IS A TRUE ANO ACCURATE COPY OF THE ABOVE oocut.18'JT TAKEN --- UNOER MY DIRECTION ANO CONTROL ON THIS DATE IN SACRA~,ENTO, CALJ FORNIA PURSUANT TO •-C: AUTf-ll'lf>IZA TION BY THE 01 TOR OF TRANSPORTATION, , ... tlATCA-1!,i--9,,~ s1G11ATURI'. 11 .I 'Jlint -..•J,~,,·~·••l'r .t<C,. IS--•-• ... _ •• !) • ►------, REVlllOH DATE! (P'REL!r,m,1.uw ST.:.GE 0.'iLY} • SHEET OF -------- (!) z ~ cc D cc w [I] 2 :J z (!) z ~ cc D ( i1 211'\ ::i rr ~N z \I) ~i cc D cc w [I] 2 :J z n> ,,. -1 ~ -. ; {\ I I 6" 0 \. = ~~ -I ;;!: 4--· o-i i ,! ~ 0 ~ oi 0 "' ;;; ~ ~ . - B • ffi ~ m --z ~ g ~ ~ iii a ffi iJ, ~ 8 ~ § I z ; '' I i?7 I ,_ I ' l 11 11 -o Chain l ----u ~ ' "i' 0 TYPICAL SECTION -,._ ,..J - ._'-\Q,;, - ... ( ):- ._ci2~ Of=' SJ~, •O ,_ , .,_...-,...~.--"~--• • ••-c•~ --• ----• • • .-~~~==~~ -~ :,:·-:•:, . I , @ lt,11 \t,, 10 \0 \b, 1<{---- -:::::::::--- 10 ~ 10 \/,, 14-ro -~ \ /,,, , ro \0 \b. 14-_ 10 \ ~. \6. • 14 10 \ 0 ~ \ A. ro I TOP REINFORCEMENT I r • 14 /4 DESIGN DETAILS BOTTOM AS 'BUILT PLA~~S Contract No.'2_1-2.fo ;l© ~ Date Completed __ _ Cont REINFORCEMENT I I I ORIGINAL SCALE IN INCHES FOR RC:OUCEO PLANS 0 ~ i • E. 1::. T';), 'O C• ~ 0-?tl., v-- State of BRIDGE NO, STRUCTURES • DESIGN 7 ;:,osT MILE CAllFORNiA ~I I -1-I j, -('11 -0 J)__ 6) 4.. -NI~-0 ci d ..;J + --1- Q_ -l- ~ ~ ~-st ... cJ 1-, ~- Cl. ,J ·c-i (--'=-f-----f--c:J- 1---1-----. l d 4--4--Q_ ~ ,W _, + 0. ",;J-c-rr·, Profi \e. - I L1"De CAMBER DIAGRAM No Sc.a. le. - Does T'\ot °Inc. \u.d..e o.\ \owarice fo'C' f"a.l'a>e.wo'r'\( <c,e.\--\\ernent NORTH ARM NEWPORT BAY BIKE BRIDGE rl~filiTI!'ffi Of Tr.AtiSnJffn\TI!lf; PROJECT ENGINEER SLAB DETAILS I I I I I 1 3 .. ' -.. cu WO Disre·gard prints bearing earlier revision dates __ .,. , -•-~i~~--~~----_i____ ---~ -·--. ,~ ~-:---~i~t~~f:~~t'- 1 HEREBY CERTIFY THAT THIS 1S A TRUE AJ\10 A,..CURAT CO -• , -~ •.~::;-{ ·-\ -• •• UNDER MY DIRECTION ANO CONTROL ON THIS DATE IN E PY OF THE ABOVE DOCUl,<ENT TAKEN -- ~-A.:.::U..:.:T~Rl~ATION BY THE DI TOR OF T...,;NSPOAT ATl~CRAMENTO, CALI FOPNIA PURSUANT TO "'.C: '"'8-;2!'-32. • ITU • ~ - -.u, .::"' ~~-• v:-MICRn;:-11 .. c--:;-1•,,~-... ··~· ....... __ .. ,, .. ~:-. DJ.!r-SS-71:1 OF I I r (!] i:i z ~' 0 z ~ in ~ i O ffi ~ ~ i " 0 8 ~ a: 9 □ 0 I I z '.l ~ I I . --I "' " " 0 ~ a: =i "' w C) m ul z " ~ 5 ~ g; ::i • ffi z 0 ~ (!] z ~ D z z lf '" i D ffi 8-0 ~ 0 ~ C) a: '3 □ D I z "' C: ( ® 0 I I .. . X -X -. -. - .• -" I. I I I I l I . I EL.17.02 I . H=S • ' 48° "j QUANTIT!ES * STRUCTURAL CCrJC., Rf T, WALL TYPE 25 A MOD. CONC. BAFlRIER ¾ "AR REINF. STEEL (RET. WALL) ii, "rRUCTURE EXC. (RET. WAL!...) alt-STRUCTURE BACX Fl LL ( P.ET. WALL) --. ' PEP.VIOUS BA"r.FILL MAT L. WATEP.STOP TUBULAR HAND RAILING ,ii FINAL PAY Q_l/1\tJJITY, ___ _ . 133 C.Y, 402 L.F. 6500 LBS. 170 C.Y. 170 C. Y. 20 C. Y. II L.F. 402 L.F. ' ---------- 1-i = 6' 24 . 961 ' -I ' EL. 14.02 a.v.c: _\ -_,_ 11 6' so' 2o·v.c. EL. 13. 10 3.67 't. - EL.12.68 L.13.42 I Y.C. -\.v. c. PACIFIC COAST HIGHWAY I 154 , ... 2o·v.c. EL.12.47 ;P,l. 12.43 EL. 12.34 / E.v.c. FILL SLOPE _/_ .., c:: 7 '-" ci . "' :,; c:: u· ...J a:,:: ...J st -,:::;: "' -s: .. -<0 ., 0 C +. :z: ., co ., . l.l.l -"' -!.I"; ! ' EL. 12.07 EL. 8£0 ::::t >-<:i:: w 3§: ~ w > -a:: a:: a. Cl EL. 12.08 155 .J .J c:: ~ z <5 i.;J co BM No. A 771-1945 RESET 1965 EL. II. 37 PER 07 -CR.A-I ,-: c:: . .,. !J;l,o • " ~ a: u . 0:. _-;:. "' ·a, ., C\I . ' ru-v· o- + ' ., "' "' • -CJ) 1 R= 1078 "' '-' "' '!! "' ,n + ,n ... ~ INDEX No, !9 c,o p:.!JE 3 EM No. 3K-2-58 EL. 34. 78 INDE:X No. 19 C, 0 PAGE 3 . S. 870 37' 13" E. = -c l LAYOUT LINE VIALL \56 PLAN Vi~i"I SCALE 1•:: 20' TOP OF WALL--., EL.12.43 B.V.C. L • • 97' 20'v.c. EL 12.<is EL. 12.49 P.i.12.49 8.V.C. 2o'v.c. EL.12.48 EL.12.49 _/I _,..,---: ?.1.12.49 E.✓-y' _/ / ~L.12.30 / E.V.C. _,O.G. _ _ __ _ ,1 .L,, ----3:1----- PE'l 07 -Oil:1-'l -I ORA -I I " 157 ill TYPE io· I . 20· \!.C. EL 10.55 ?.I, 10.65 / EL.10.84 EL.10.60 B.V.C. / V E.V.C. --:~:i 1 ::'; II ~ 1j 11_;'.;. EL. B. 4 0 , I j WEAKENED 'LANE JOINTS (J-6) -------+----J-----------1~1~ _t WEAKEfl:EOPLANEJGINTS(J-6)@ 24',6REQUIREO {J.~ '.,, @ 24 •,61EQUIRED. 11 _"-'c::: li--------·., _____ t= EXCAVATE 11 BELOW FOOTING ~-J _________ .:_ _________ ---'':!.___: __________________ • ·c:, l ~ AND-COMP.sc-r-BAC K F1t:i:--To-;r~,,, i _____ _:_ ___ +-----------,-1 \ ELEVATiON ViE\fJ \~t\LL 154 I j ~ I ffi m 2 ::i z ' ' I - 128 "' I . .., - ,t a, ' ~l I SCALE: HORZ. 1 ":20' VERT. 1": 5' - NO SCALE •~..,i I ·N• :I 0 ' ·- - AS BUILT PLANS Contract No.a.J-2.,fo tlOr Date Completed ~L.O.L. SCALE! HORZ. 1 "= 20' VERT. I"= 5' ti=='.:::;:! =====:...:__ ________________ ~JrL,O.L. ,! ·' FOR REDUCED PLANS 0 1 2 OR!G!NAL SCALE IS IN INCHES -·---~ .. 3 NO SCALE . , ... ' ~:/'~,-.. -'----------~ ----~----. I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE COPY OF TH'." ABOVE DOCUMENT TAKEN UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMENTO, CAUFORNJA PURSUANT TO AUTH0R_IZAT:ON BY THE OIRnTOR OF TRANSPORT~ TION. . -· / / / / ) e..,. i ' ,.....,., I _, l 1'1o1~ J <-,, 1t-:::~i. ·>!-,.~,.,.~,...,, N~. I :,., ... "" I /f/,O I /P. f; I 12a/132 i 07 ORA I . ; -~ i I ' i • • ... , ✓ ;/ ~,,-l ~.,.-.--,._,.. _..;,;,,,./-~ ' --'(. .. __ ........ --.. s__ f._ ,, .... _,,... -' I ,·-1 .• ·,.cn.:1 l!',Dit-l?f.ll ;,r;.p,~~rn ,.::-,,,t ::-.. • -;;c~: . ., ~ -.I' no • /i.,i'.J:-:--l .. . I ./ YoY e/TJ .,:ie r .. ?q_ /..2..7 ...9 _ DATE ,\J·f'~U\'L.L --' ·' ' • ---i R: 1002' 157•62.51 P.C,>i. 519 ♦88.9! BA"':'S?OE; !58 ·\ , Y~f. 26A t.1001FIEO .....,_____ CONCRETE BARRIER -...._, ->-- I~ s·-o• ' F"' Utilily OpeninlJS I Not Require<l "' :lD . -~ TOP Of l'/ALL ~ 'r--'--.----, TYPE I flET. WALL '---..__ ' .__, j 5' ---....... EASE. TYPE 3,---~ SECTIOi\! A ·A NO SCALE RETAINING vVALL RETAINING WALL ~I \.:_GUTTER No. 15Llr No. 156 1~-l j I l ! I ' I (!) z ~ 0: D 0: w CD 2 :::J z (!J z ~ 0: D ; I \ 0:"' WI CD jllJ 2 ~~ C'J l,11 Zc ~1 0: D 0: w CD 2 :::J z i I L 0 D z i > ~ ~ □ w 0. n ~ C D 0 w 0 ~ D ~ D I z 5 0. " 2 ~ "' => -< u w I ~ C □ ' 0 a C . '" a m z > 0 D z i ~ a D ffi 0. ~ ~ D @ " " '3 D I z 5 0. " z N ~ D ~ t1 " " -w ~ z C s 4 0 "' a ' 0 If" • " w □ "' z > 0 g ' -li ~ C ~ ii' w 0 cc C D 0 :t " ~ 'l r/\ 0 I 2 5 0. ' ' ' I ; " z ~ ii: ::, .. 0 "' 2 ~ s < "' ~ ~ C C . w • -~ I • . . .. --. 9 /2 o~•~ ~- j • i 1 I ~ " !! I j i1 ~- 308+-50.o·o Elev.Z/.50 308 r.50.00 LElev. /8 • ..5& Beginning or Woll _Jf- ' ff I I I +-15 .33 o/o --0 I I 11 'I ..3 O 9 +-2 O. 00 .B.VC. Elev . .3.Z. Z.3 .3 0 9 r.30.00 £".V.C. Elev. 3Z..63 --7.47 % t: IO'VC,, PROFl!_E A.T TOP + .3 . ...93 % OF PROFILE AT TOP OF SIDEv\!ALK ·- To-fa/ J....enqfh of Wo//: /..50'-0" ' " C ' :J~ I , I 00 e il 01 1ng R ·;. " : I CTop or We,// I I I I I I-0 -------1J o 'L ~-~-------------~ -_.c -...J I I -, .-, ,? • I I OC1-fur,-, £/ev. 10,00--.i, ,, ~ ~ " -~ ~ ~ o::i ~ \) I.\) <I) tf~-G u f fer F !:fee. of Re. foin1n9 of '-5 ide wo/k I I I I ,i ~-ij ..308 -f-50. 00 13eginnlns, of Woll 1' 1' II ~ " ~ ' . ' . Suhc:utt~ by a.~ 13 ... ~ . . Cl!:SICN CNl;IHt,;,0:R " ,, ... t-z.-J-1 ~ . ~ ,;-51 Rl!:~IST.!:f.11!:C CIVIi. 1!:N¥1NE~R NI.SUD!:_. Awr0nl:t,ccommenC.r 8)' r . OESJGN DETAILS QUANTITIES ,, II 9 9 By Pj,{f# <,,--7 8 '4/ E l../orren . Face or Side//<./ctlk " rPropose.d £ Oo ve.r Dr. PLAN •' . r.,, 10• . . . . ~-. . . cjj•;;40J I .LOAD FJ'.CTCR LIVE LOAOl~lG: H~ Am> ALTS:Rt4AT1VE ·11 /7'1. O:Z51GH AHD P Ef"'~IT U2S!Gt-l LOA.0 =;r,Lfjjj /J By 0-..ecked ·• i1/2a LAYOUT =-.) ·* ,-,-4-,,,..., \\ .. "'1 iSSPc:CIFICATiONS Dyl ....... u, c;,A_ ~o"' ~,n Plarni: .and S~.cs $ . Cocipim=ci '. I' 'I 0 . tA1 ,,.._,, I 3/0-t-OO.OO Elev ,?7.40 .310 +00, 00 L E/e v 23.40 Encl of Woll p rTop of Si I ......J I I I ,Zt;,." Cosf-in- /-Io I e Dri /lee/ ere. Piles Coner ' I I .310 \ o o . .ao \.310 +- End of Woll ' .310 .310 For ue/7erc;/ Noles .. =-. State of -;;pp ~- . H.0,:,/0//5 ''5/;eel CA -L1""'1rO;;iir,.a~ ~ STRUCTURES DESlGrJ -• m ' • na¾~J.\ fi-1'! ~&onm~}!~[;:"ir iJ&a-1 v:-.... i ~-;,,;;~< f!i'~ "' "'""1 "'' 1:<l"jlt'J>:l""1 ClTJfl~ PROJECT • ,~;:U: i'li ~ ti ~ .ii' ENGINEER /1 •?'J. ·,•l (3~' ~_i: •• '-ill-• .... 1 I A62-BA , ?i-3. ~1~:::.s.•1-,J;~ 4 .\.n·.,,·r.--4 ,-., .... ,., ..... ~P'·"W l~•:-1">•. ~--~'••\' r_,i-,~r~,,,.T\·"';7lo\ -• .....,~ '-.,.:\."''--I">...,..,_,_ ' 1_, __ ,__,.._., _ _., •• ~ R".JI. ~ ~ 'C:1.3LE P~~U.D4G . F ZNAL l'AY ~UA!-fi'I'rtES ~ ~l IJ ~ .CY 148 I.<' ~1)5 cY 85 CY 05 C'{ S'?!~C'l'IJRE EXC.:\V!\"rl.Ctl (R!::1:l'iI!H~IJ Wlt.LL} S'rn.U~'l:?..Z M-Ci(P:"-r,r, _{.l7..z:TAfJ..iING ~1.U.). STRUC'l't..1-P..:'Ui-CD!iC~"m. R,S?;..~!!TillS t'IAU. • Ell.:.'\ R1:I!:? Q..C DHl S'!'2EL (P..ZTj) n,;1:_..m 'ti.ALL} M.!S.C:SLLl'-.l~S K::T!\L (BRIDGE) 17,000 I,jl 20 L3 . Ostail Alo. ' 0= Standard Pion S,Jieet No. . . ·-. . . '•-· " ---., . ,.:--,-. rJ . . -... -.,. .. .. , ..... ~. ~ --... ·•:-.. -. .. •• >•- BRIOGC: NO. RETAINING W.4LL -NO. 309 - POST MILE t /8.Z ,j GENERAL PLAN . ' ' -). ' ...... )} A '. t.. .. A y..U,,t-!u vf@,1,,t !!A <JI 9 t Br~~ gr:;,1 ..... SUPE-rv1~0R ,u:c1STl!;J;11,'.C c,v,L t:NCIN!:Ell 1-UUSCJI .. ,~ ' .•.<th•~~ C-..-.~.-L•-; ."--.~-, • r" •.,• ••••.• " . . . ._.,.. __ •--~-.. ,,.._--·~ . . ,. ---------~-. ... . .. .. .• .... :e,. ,. ·--.•·•--··✓~ --~-----~--_ .... ,':";., ,._ ~---,---~......,_....; ►..-."l ,,. __ .,._;: __ ·'5-,i-A ._ -;---::::::s-.... , .... -1¥. ,,,•; .,. -, ,-·'<: . •--~ !==:: .. ;'1-.-< ,. --.\~( '---'-•-·· .;...:.=,:,~1-:J_ ~"=" ~--. ·-· _;.;_?". ~ '·""" "'""°',;,,;;: __ . . . ,::; ... -. -·~ . . , __ (. -•·· . . ,. ---.. I l I i f'~Vti!O~ C-A'TE!:. t_.nEL~J.kY STAC:;:; e:.1..Y) ... -'?""~ -.~, . __,_,-,. -.-··• . .·-•· .. . ~ .. us 01.38 . ' --.. .. ·• . . . . . .. :J(;r~_:;:~~j;;~~:!'~~. :;;-s?E~:-.'::?:Y.; ~7;":~••i--,::~:~~~ ~:-~~~,:,, ... ~~.:: ?'::~~:::: -:_ ?· .... • ••• '=-• AS BUILT PLAf\lS Contract No.07-tlflo :le> 7 Date Completed \J ' . ORJGINAL S::ALC: IN 1HCHES FOR R~OUCE.O PLANS 0 _,.~-,;-. ·. · .. = _c·_·_·_·-_·_· _. _. __ -· •• I cu 07209 Di&egartl prints be!.ring earlier rm1ision dales ::, 1/'/f l 2 3 WO Z80ZO/ - ·, ,;,-• ) .· --.. --. e;:,,__, __ . .• /4 ,, S .. ...:E. I ' I ~ ; ' . ·--·----~ ' ' ~ ' _.,I ' ; h -· ' OF 4 ' z ~ a: 0 II UJ co 2 :::J z CD z ~ a: 0 II Cit UJ co ' 2 ,,. :::J z u ~ ~ ~ I i a: □ I . \ ' ' - ------------ II UJ co 2 :::J z . .- Al t'I .. ~ a C) I"' -i,! T ,., - ,, z " ii' J ., Ll "' if ! ! Ll w z " ~ " " . ' a . 5 . a z , a 0 z ~ s . 0 ffi ~ § " 0 @ Ll C 0 ~ 0 cc I z I ~ ! ! I I i ' i ' I ' i ' i ,, z ' " ' ii' ' il Ll w z " > < -g; ~- ~' . . '" rn -, I L ! I ' I ' ' ' I ! I I i ' I I J ' UTILITIES &pp# 141041.3 E .S HV wires N -s of elev. 68' ± C ,, ,. ~ " 45' ±. l,===·========p=R~E~L~!M~l~N~A~R~Y=c=IN~v~'E~S~T~IG~A~T~l~O~N====;:S~E~C~T=IO~N=========rcE~Sl=GN=""ra:ay;:==========;=;~~-•~d~;;========:,p===~s~t~D7le~f SCALE l" = 20' CA.TUM PHOTOGRAMMETRY AS OF: By 12-€. • 7G. t-----.,.;;:,:-----------'1"----1-;;:::-------~~-SURVEYED CRAWN -f.o do TRACEC By By CHECKED BW.Ja e By QUANTITIES . .. . . -~ -· AS BUILT PLANS Contract No.07~ tlff!J ~o~ Date Completed ..... I II. I _ • CALaFORr~~A Che-c!ced f .. I , .. , OFFICE Of STRUCTURES DESIGN GROUP PROJECT ENGINEER BRIDGE NO. . ~-;:.:, .. ---·. --• -· . ,....__ . RETAINING --~::~~~'";--• ,_ ~ .. . -· • ~------------___ . _•. ·. :::fffttF I HEREBY CERTIFY THAT THIS IS A TRUE AND ACCURATE CO?Y ~F THE ABOVE OOCUf.Ae-.iT TAK~, ------- UNDER MY DIRECTION AND CONTROL ON THIS DATE IN SACRAMEI-ITD, CALIFORNIA PURSUANT TO •. .i AUTH0R!ZATION BY THE DI TOA OF TFANSPOATATION. :llillATURt. WALL NO. 309 z ~ a: 0 a: w CD ~ =i z (!] z ~ 0: 0 I \ a: ti' w f ~ f'I =i ,. ~(I) Z\,, 5-I ~ l'.. 0 H:i CD ~ =i z rri ~--- ' IO -'I-, 0 -l"' - • !i tJJ " -i ~ 0 ffi ~ □ -8 ; - 0 _, 0 :,: z ~ ! a: z " Ii' :, 1l "' z " > 4 " " ' -□ -" . " -~ z ~ . 0 z s ~ fn O ffi ~ ~ -·----" □ ) 8 ~ ; 0 ~ 0 :,: z :3 ~ " ,. . ' " 3 I I I : I M I ~; '" fj ~ rJ i' I ~ ] I I & I Local/on 308-r-53. 00 308-1-0 7. c; 7 308,.82..34 308-r97.00 309+03.00 3f)<j)-+-J--4. 00 309+25.00 309,..3t:o.OO 309 +47.00 309r53.OO 309-1-C,7. C,7 309+82.34 309f 97.00 Spec. l)p £le v. -5 -7 -9 -I I -I I -II -II -I I -/ I -II -9 -7 -6 • Fron!-Face £/Z/.50 ~ I - ,S ~ . . • . " , " ' . . fl I § " \] ~~~--.. ·•--)-£.-9-;i• ,._ 4 ·-. -•u:.:l'SdZ--,_ ·•18•1--'<;,.. ""~·,,-•---~~:= 3 "--· !l.-• N. lt -__,_ ~ ~ X . ,,_ H 01~-:l HORIZONTAi,_ REINFORCEMF/\JT Cf/ART .S'fo. Fron! Foce Boe) Foce 308 r-50 lo 309-1-QO #,.., 8 :J@ /??o,r. P0 @ 7 /77C/X. %@8 mox. "'0 @/4 /7JO' X. 309-1-00 lo 3091-50 '5@/0 /??C/X. ""'~@7 /?70X. ---- ' . . -• Foce ..,4 e /0 mc1 *(;@/4 /770X . "':5-@-/{) mox. #<fr@--7-/770>(. 114@/0 JnC/;(. ,7'~@/4 /7JO'X. GENERA!. NOTES LOAD FACTOR DESlGi'.J Cat~. AASHTO ~ t'a'l'tlltli ~,tclau :...-.du :,.;;,pl~tl!d by BRI.OG.e PLA. ... :}iff.!G N-@ ncsm:.r lU.NUA.L: lnch.·•U09 Ic-e.~ f.:.ctor Cl~AO t..OJl~ L~1~ SS ~ai 1~ fmure ~!'.nQ t:url'~ LIVE LC~IN::?: r:s:n ': ~ :::!r.d .;,f~tm, S"..d p&mlt r!e:i-!\}1 t~. P..CINFORCEO CC.~r.ETE: t-1 : f!1.0CO p:.J Bock Face ·f'c = 3.Z::-w-0 p:;l n a 9 Tr.:n:S"r.!',-w d-...c:11: slabs (t::ertdng S!~:,.:i 0¢:1-i~,} t~ : 20,CCO p~I fc=1~ps.l n = 10 • () -, C\J Bocf. Face ' r-· ---i ! i • I I I •• • • • . I , £125.51° • I -..; ' I I • ~ l ! -~ 0 • I •. • I• • • . • '• I • • • I --o------• • • -- 1· • I I . 3'-Q" 3'-0" 3'-0" £L£VATION . , . "' . -' . _j' By ~.-u:.-Cbcclt.ed //) ;, State of DESIGN l?h -? .dJ. I/ ,, /.,. I . . . . CALIFORNoA By Checked lfL fl CETAILS W £ fe/o,,-,,-e/? J\. 1,/,. II 11/2-. C)UANTITIES Sy ,>I J'~~ Checked !}£p"'P. r.,,.,,.,-.... OF T!".;1i'iSPOi1iA ii!)~ ( ' iJi £ ~~:~f• i • -4.:.A-i'~ ... o;, • . -•• -'• .3,_ •. k,!J t - - q ,; S9. ~ ,,, .~ •. -, -..;~-"~, i~-r-., • , t ••••• -~ -· -., ,• ·•·--. .., . -., .. • . ~ ;, , .... _ . ., .. --. -" .. . ., --~ .-~ , I I I I j I j ORIGINAL SCALE IN INCHES ~-_.~t•::5-_·~:~-'( •~ :.~•t -1:;-'::~::;-;."~;~~;,J ~:: ,j_ ""r. ~':tt~?· · fT·•(-~~-:,.--::::~:.:·;::~:-~~~;~~-~ . FOR REDUCED PLANS 0 1 z 3 -- AS BUILT PLANS Contract No_a.7.,. t!,f f) ~~ 1,1 Date Completed ___ • ;:-~';i- o:..•: ---·------~ ---·--· ••. f"~~}:;~;~-:~y:i~:~,~,~ • .. -_ ' . .. t. '.' ~-., 1r----u I .I') I I l.:J C//" l<?r ~-cf -· . i ·_, !·· . -,-; "-~-,,_ -·' , ---::-' ___ e:a_,:: ..;'l)•-•c~ ,,_4;;. 5 ··~--' n --• ~--,..?;! -~ _., -,-·., ··, , .... ,. ."!""·· ·----·--······-·· . "· -----··-,----• . ,, . -•o ~--;-. il BRIDGE NO. ~ 1 ~ - 7 .RETAINING WALL . N 0 309 i,:.- STRUCTURES DES!G!\l f:.' . . . -,, ' C ~j fl 1:· . POST MlLE DETAlLS < .. 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