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.. .... ..... .... ....... <br /> REL OCA TE /RiQ/GA TION STAND P/PE M/SCEL L AMEOUS /ROTI/ er STEEL <br /> Ex�sf Box Cv/vf. i L OCA TION DESCiP/PT/ON QU,4NT/TY <br /> Al? <br /> '001-1 <br /> I I I I .P�'OExisfilZ9 'wii?ywa//s ,00rl` l�Uoy ,S%fe G" 900 lbs <br /> ' L.S. p <br /> Air orfWy�a Sife:9 gar Sc--e, 6'Anchol <br /> eanerele and so/ice to d"Parooet 4ssel"'61 - <br /> exl�llr y /onq;fudha/ i — — - - \ TOTAL 900 lbs !FJ <br /> lebars //7 0//members. r rr \ J <br /> (FI OenoTes Fiho/ Guant;t <br /> Pv/y Q���' f ` ` �f REMOVE CONC�PE TE <br /> of E,00xy ad//es%ve�✓ \\ `\ I \ L OCA TION DESCRIPTION <br /> t0 Cor�CrefP �uiT�G'P. m <br /> \ \ \\ Airport Woy /a Site A " EX/s/ Ho'w/s TA BL E OFAL TERNAT1I/E P/.SES <br /> PLACE //2 "Exoansion /o;nt ` " Site "B "' Exist Ho'tV/. <br /> filler in walls 6" top stab, ` /Y/aybec,� Rd rO Site "E" 10orfian of Exst End l�Vo// of P/PE ALLOWABLE AL TERNAT/YES <br /> and Lr/Ofer Sl'ao in wolfs on/y. \ `\ jrr/yafiOn Structure /8"o RC,P, C/. III w/.Pr/bber 6os,Fef ✓o�i7fs, <br /> ,Defer to Brrdye Detoi/W /SPBO 3, <br /> \ /Ylaybeck 'ea.'/a7 Site "F" Ex/s7` Winywa//s, orre/// portio/) A,C.P. C/. 3300 w/Rir� Tiff Corr tii7 s, <br /> (No Jaint /n revert slob.). \ 9 9 <br /> CONSTRUCT: BoX Ca/verf �`Pibe Ho'w/. CS.PBitumir�ous /irredl0. 079"Thick).ivlwaferfightJoint <br /> PCC. Box Cu/vert and \ L5 lSee Note W/ Below, <br /> Parapet. Pefei to s.�oao / \ \ \ 241) ,Q. C.P Cl <br /> 093-3 for detai/s \ \ <br /> A.C. P. C/. 3300. <br /> I \\ w `\ CS.1.0 91frr1771r7ous /ii�ed/0.079"ThicF), <br /> \ \ CL EA RING 6e GRUSB/NG 30 R.C.PC/. IIIw/,Qv66er Gospel` ✓oii7/s. <br /> A.C.P C/5000 w/Riitg Tile Couv/drys, <br /> \ \ Airpart way Sifes .9", B "C " C.SP. Bituminous /ii7ed(0./D9"ThicF�w/lvofer ti9h�oint <br /> \ \ Xo ybeck R00ae Sites 'D; Z— 6" "F" <br /> \ \ ZS 36 rfLP C/. .TII w/.Pu66er Gas,'Pf Joints. <br /> \ \ \ A.C-P Ct. 5000 wIlFl.,y 71-le Cazio/;r7ys. <br /> \ \ 'e 2� �' C.S.P. Bituminous /ri7��0./09 "Tjiic,FJw/waferfiyrsfJo.:�f <br /> us.Gs. F 973 \ \ <br /> PLACE: 3—J.-tea Bench \ \ CONST.PUIT•- 2%4"OS/o1 r�7 <br /> Mar P/ote \ \ W otr FB//,1/77ao dBEA R TH WORK(Ws c. Areos) <br /> PL ACE: 64'x/8"o A//' P;oe e' A;roort &ay Sites <br /> Inst./l Side Alead Gate Armco P \ DETA/L -B "-0y4beck iPood Sites "D " E " 6' F ' <br /> Model /O/-C or Equal, or. wo// NOTE: Matertight jori7fs for CSR sho// conform to <br /> of rhtef end L S the ,provisions of the 4'6 ,oaroyrw oh of section <br /> �L 66 -307 of the Std. S,oecs <br /> \ *`2 A f/ydrOslalle Test w111 r7af 6e 1-e5um-ed on <br /> _ fro„, \ � Alternative Pipes. <br /> CONCRETE S TRUC TURES <br /> 3"F`''`� &� ci A Conc. water /8"side GENERAL NOTES <br /> LOCA TION DESCR/P7/0/f/ sfo� eod ate <br /> CONST P!/CT: Type e - \ Minor 5tr 9 /. A9,4N40ON Z-XI57I 16 P/PES • Culverts /a 6e abandoned <br /> Heodwar/s ; Oesiyr? H= 7 ; y- 5' Airport y/y�Sife A " /n/etStr. far06/36" 3 .7 C.Y. shaft hove the er7ds c/aseC with o fight fffii7s, ,o/uy <br /> Refer to 57P 084 -2 for or wall of Concrete. Where the ends ivou/d he ex osed <br /> detoi/s. 9' A X Or Pipes"� ibeyond the SIM" slopes, remove exposed ,portio/) ,prior <br /> C �Z" Airport&I Site A " Hdwf. for 24 S Or /-3 C•Y. <br /> rvorE. Xaybeck Ro'/o Sile F' Bax Cu/verf Poiope 24.D G.Y. 8 L F / eo tD P/acrr79 Ptu9• Fut/ compensation for obandon;r7y P;,oes <br /> Defer to s� fo. shall be cons;deied os included /i7 the cor7tiotf Lurr7o <br /> ,Debars. f' /nlel J//. Su�r7 price Poio' for Clearing e 6GrM biny vr7d na sePoiofe <br /> 37 Exf�nd Cu/vest we//i 1 g ;';4.. ' ;•'. <br /> ro fop or Po oP,r TO TA L 29C.Y. ,(F) 91,r I e° payrnenl -wi// 6e /node Therefor. <br /> i <br /> (F1 Denotes Fii�o/ Quantity 2. EPDXY ADHES/VE: E,00xy adhesive shall be flm;shed <br /> PL AN and awl;ed ;n cor7fOrr77or7ee w;th the orov;sions in Sectlam <br /> Scale: //4"= J'-D" 9S-/, "6er7ero/ ; and -95-2-03 `Epoxy Resin Adhesive for <br /> Bonding New Concrete to Old Concrete t15 ale SPecifi2ofioi7s <br /> PL A N T MIXED 54YRFAC//VG' 68/-80 -4.3)," of fhe Standard S,oec;rcotion. The adhesive <br /> LOCA TION QUANT/TY sho/l be harked onta the surface wilt) stiff brushes, <br /> SECT/ON A -A " or e941o1 <br /> /L/aybeck .food (0511& D <br /> S.Y. 3 ,Pe%cati 7y 1r7/yatia12 Sfo17d P/oe at' LS'rfe B " lvi%/ be ,paid <br /> TO TAL /8 S.Y. for as Provided /r7 6'ecfio17 /5-2.07 of /he Standard <br /> Specifications. <br /> S/io'e Heod Gofe <br /> PLACE /0 -2x6"x 6 '-4" 4. 6'.PAVEL BAC('F/LL : Grove/ Boc�fi// shat/ be Compacted <br /> Bac�fil/ finiSheQ Grod2 Pedes°ad F/ashban ds AL TERNA T VE P/PE CUL I/ERTS by meo.7s of o hryh freyaerrcy in/`errro/ vi6r-alar ar <br /> -- -- an 0//- <br /> I-OCA <br /> irLOCA TION DESCRIPTION Ler7gth Str. Exc. 51,-9,017 The ComPocfor to he fhe size orrd type ao of o ved by <br /> 4 / <br /> . the En /8"Cer/fers peso' <br /> ha// /)r9 " 24"0"Att 72 L 9/ CY 89 C.Y 9irreer, >e5-hall hffoie//fun/a/l ob'ere <br /> greater Phan"�A/fS8 LF24 33- <br /> fh <br /> .� <br /> I !x'78. 76 i '' " " " Site B" go 0,0,411 26 L.F. Q 12 of Melilt. Grove/ BacPfi// sho// conform lo fhe f//owing <br /> ---___-- _ - '" aybeskRdhSf< A/t. 5,0 Z. .S/ 40 gradations <br /> F/0f117vert,TEl78.40 1 L7 " -Site "F" I t8"1411 64 L.F. 22 2S Sieve cS/ze : X3/8 4 8 200 <br /> TOTAL 192�'Y/f l9SCY.lf) o .00ssii�y: /DD O-SD O/D D-/ <br /> <FJ Oenofes Fiho/ Qaontify 5. O.QDE,Q OF `l/O.P/l•' /Y!o bec,� /Pd, Sifes D "d f"may <br /> (✓floima/ to Bax) y <br /> EL Z-11AT/ON be e%sed le o// 11/-01�11e far• 5 G"ansecerfi�e days of each <br /> Sca%: //4 "_/ 'O" ffOCX SLOPE PROTECWN Foein tYlefhod -B) &1e, holvever, both s1les shall 170/` be closed Concurrent/y. <br /> ( Maybeak Rood J �fe ,� ,, , LOCA T/ON UANRTY Stf Exc. 6. UT/L/T/,F5 : Zocofror>s shotyn 0,07 /he F101/5 orf 000roxirnofe. <br /> Alr,gvrt_- y Site: •'A'i'' 4.9 Tors 2 CT Exoc/ 1ac5,11or/.9 sAou/ol he verified with the owner o7` fhe <br /> " " ~ Site B ~ .3S // 2 " focililies r°rior lb tvorh/i74 /%7 fhe orcll. <br /> BOX CUL k ERT EXTENS/ON DETA /L S <br /> TOTAL 847a-175 4 C.Y. 7. Imported &Irow shall hove on �P-Yo/rip equal fo or 9reofpr <br /> TF1 . Denotes Fir7at uanh' ___ _ _ .- <br /> fhorr /3. The sand ewivo%r/ requi.er,��ys is waived <br /> PROJEU ENGINEER DATE CHECKED BY j OA - OU MITTED D EKY DAT w <br /> AF.r RC4A _ I.D..0?fr9MENDED E3Y DLk7E 3 , <br /> CONSTRUCT/ON NOTES � a.c /RRGAT/4NSTRUTURESOUNTY OF SAN JOAQUIN <br /> . <br /> _ DETA /L S <br /> re 72 /2/z7/7Z! <br /> s8s.. F. D F;'4 � I N NO <br /> /973 E'j' 6 <br />