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HomeMy WebLinkAbout2.7-127 ABALLEN ROAD OVERCROSSING KERN RIVER CANAL CULVERT NOTES PRIOR TO THE SPIRE OF ANY PLESE OF CONSFRI/07INT �N 24 HOURS NONCE ITUCIINVE J26 J049 COMPACTION BUTS NUABOR AND aBE OCARONOF EU THE TINTS TO TOE DE/EERT ��Y NEU6 RLE CITY ENGINEER &INE GEGIECHNCAE ENGINEER. T. A INEBRIATE OF CMBSPUS O IIvuANAN smnniG THE RMWAREUErvs • STANDARDS AS SET TOAPH By PIE CITY OF MITUCCUBID • THE PROJECT ENGINEER TA� BEEN MIT aREco aN Nwso��m e�rnorE,vrErv�Rc scEAoo etuEE couPty Iwm rr R£WIREUENIS of rxE nUwS[FTIY AAGENCYOTHER R�ACAI BOARDV RESPONSIBLE FOR ALL CALCULATAINTI AMD DRAWNGS ON OSE ORUINANCN PIANS l29Og Approvetl Bp Wafi'en Mlmar Date ALLEN ROAD SOUTH OF MING AVENUE BAKERSFIELD, CALIFORNIA FOS IIMLY ROAD WIMNI PCUBIC S-EEr NO. SHEET TRLE DAMUE? WIN EELT BID CALIF E corvcRE>E NO, & Cooke CONCRETE NO `NALEBET ROAD "°'Castle Oh ©G ERN ELAO(EF ROAD WOTS) NOT� - WITTED CALIFORNIA, INC. EACH FACE 3 PANTY & EEN.E PLAN RISE aEG a rA>'re10NICAE STA 15� �SNNC" NAME SECTIONS ByG By GAS Us GEN. GENERAE HOMZONW J W/NGAIML SECTIONS & EZEVANNS NECr CONDUIT W JT. JOINT W/ WARREN A. MINNER & ASSOCIATES 9 LYRICAL G� n`TA"s ,o7,G,& STRUCTURAL & CIVIL ENGINEERS 90 n aUNEAL NoTrs & rvNBAA nrrArls Ie1�,:I Yl� Raul Rojea EExxpp Daie C YEo1 akeera d12,31-0.5 Public Works Director APPROVAL RECOMMENDED FI¢rn Core Date CRy of Bek urCIsS Water Resources DepeWrrrent Jack La Rochelb City of BekMafieltl AeeieleM Public Works D'rector LEGEND NUMBER ON YEN OWSPILIDCUBIC POUNDS RADIUS NNST-OF- SPITION TRAINTUD UNDERBRI LEN PCUBIC DAMUE? WIN EELT BID CALIF E corvcRE>E NO, CONCRETE NO ibNsi Oh YARDS PC EACH FACE RAO, RISE aEG a rA>'re10NICAE STA 15� �SNNC" NAME GAS Us GEN. GENERAE HOMZONW rAN NECr CONDUIT W JT. JOINT W/ BENCHMAPoCINS INTRIOTCTION OF MING AVE. £L£YAnCN = T59.4T (USES OANMJ NOTE HEEE PLANS ONSTRUCFION OF THE l NEN' Box CULVERT & FRAN4noNs TO THE Ex/SING CANAL. FF SHEET J FOR NEW k EXISTING UTILITIES ANO NG FENCE. / ESEWER & UNOERGRUUNO PLAN BY MCINWH / pF k SES FOR ABALU ES INFORMTON RTAPROFLS. PAWCURB k GUTTER. AND OTHER MAPROTNENS SEE FLANS BY MG/MOSH & ASSOLNTES. I Q/{ IRE A / I �� �F�oE / s» o -WAY iiL KERN RIVER CANAL 200 � � F R CANAL -EXIST Ne �I E Emr co c. cocuERT CANAL LINING I B W !ZN] ROUBLE CANAL LIMNG lI I \\s Box CULVERT S Lary— BUsIM I^"^ AABEIV tc APPLICABLE TE GP CALIPORN STATE 68,5 bond D PLANIAs STANDARJULY 1992 tion Ea 8ockal Bemd Coad-hoRebalanced1. Re Marred Concrete Exur & Arch Culverts cost-n-locoo coosam Bouele BOX LEatoo i Bo. a cart Msce/ooeoos Oomils GENERAL PLAN Construction Loads On Calverts 1"=30' LEGEND Glin NIT &M Number _ 4 SIM ETM. ROOF Stan —\ i ASIT BUBL� CCAL No�sNSvamE� �NaoA a, E:1LL ROAD WIDTH . i ill.: V{I°I J f PABRF Eu Banal Flow in r m y _ CONCRETE MOLL JX GJ CANAL Llww NEN TRANBRION NEW DOUBLE BOX CULVERT \ / ELEVATION (LONGITUDINAL SECTION) 1'=10' f o &cuC[A�T WNIT4ALL »P, I E EL 35295k BE J52,971 - I COAAC REC7 L AB >rP. I 4\ NFa 20' 0 C EXISUNG UNw /I TYPICAL CULVERT SECTION 1'-10' WARREN A. MINNER &ASSOCIATES e�E'9MRY STRIICTIIR1t &CIVIL ENGINEERS en nol L' N ni n 02-075 it 12 os -04 I, ox c2 tE ' h§ eei 6 l 2fl T DES or L APPLICABLE TE GP CALIPORN STATE D PLANIAs STANDARJULY 1992 tion Ea 8ockal Bemd Coad-hoRebalanced1. Re Marred Concrete Exur & Arch Culverts cost-n-locoo coosam Bouele BOX LEatoo i Bo. a cart Msce/ooeoos Oomils 66. Construction Loads On Calverts LEGEND &M Number �wo„ee _ A:so:�ole= - snaL Number i ASIT BUBL� a, E:1LL ROAD WIDTH . i ill.: V{I°I WARREN A. MINNER &ASSOCIATES e�E'9MRY STRIICTIIR1t &CIVIL ENGINEERS en nol L' N ni n 02-075 it 12 os -04 I, ox c2 tE ' h§ eei 6 l 2fl T DES or L NOTE3� I I I I u eE w nccoRaarvcE wnH SHE _ - � l Au /vvRavE,vENrs sHA � ��U/RGIIENIS a✓0 sPEcrFlG*IONS OF >HE Gvry OF I � 11� E/ oQ 2 (/NOERGROUNO SfRnG'E A[£Rr SHALL BE CONIaCIED � @ '' N65 5 �/ A/ [GSI 1 WORK/NG 6aY5 PRIOR t0 CaJSIFUCnON. I Z ' � ' �i (l 800 221 2600) J � � i � / 511 s. nN avry srREEr vwlair sxAu aE oa�aNeo FRou rHE i � � � � � 65 ' a/Y ar anKCRSFiFi0 auevc xroaKs oFaARmrENr mR � - ��.,. �' � —EwsnNc aa' wnHN EasnNc AmcP ED sraE I sEwca uNc - ANr woR,r vERroR.uEo l Rionr of war uN�csr secrAREo er sve0rwsON ACRerucvr, A cEvasrr easEc oN ary AVPRovm ENciNFER's Fsnu�rc me rHE xvRrr vEaroRUEo wrwiN me Rrc,Hr or war �. � �i� + F/Nv � ��� ,�, EE s �`�""�Pa;A� o °nEW"��8�"�lN>osH ' I � � I � � � //NE / - NAF A� o � � ri� /P�'� �� T E �s7A,uRON oR Ra ,�N of NEW oR Ex/F,IN� HTl/llEs �oN.RA�roR SHALE A�/o a�,�E IO NEW ANO EX6/ING OBun6 ' I �f Y N N[mF3K'�aaWENAPP�Xi�ARcE SHOWN. [DCAnON9 aF I I III _ / � R C / �� % / / 2 FEF R m ]kE sPEcuE PRONSbNS FOR AOanONA[ I �� � �R \ v D� j EOU/REMFNIS. III ! �,\ �n � i / \` � �W ��,PN/J L � t � I NE I / � � � / �� �° I / - , E��,NB � , 0 ROPoS/ � EX/SIING CHA/NIMH � i � I / � / / OF 8AR8E0 MFE ELNCE OR B4R9fYJ AINRE FENCE �\ � I� � � � / Dl[SP/P£LINES / i IX/5]lNG / � • �� � PAC eElL UNE � � /_ V � / ii I � /�� � � � �EXST/NC CONQ S � / � CFNAL UNING /� i �' �f /� d�FRw�INE �' ,-�� V �� ��� _ � �ulHlHCJ � i x /' �� � I I �� �� *' i, \ /4 Ensr lz P�PELINEJ �� � I � i 1n �'� ASoBUI�L� I \� � i � � i � NARREN A. MINNER & ASS01 ��I �. STEUCTURAL & CR'IL ENGINEEI I � � �� �� (iJiz 1 roan IF V eT ���� Y UTILfTY AND FENCE PLAN 1"=60' �a��� BY NC/NOSH & ASSOCNIES ....� 02—OJS .... 12-09-02 �� 2.7_I27Ad} �o�,�,m ' ;:� ray -o' (vEairrJ EOCE BEAv ff fAN9L F/GHT-0F-WAY ' Illi ____- `� �1 n `O �j. _ F KERN RIVER GNA[, tRaNs/nwJs, & t�£RT � *'t' up - �� CANAL ROW '' � � o umu uwNOCRE� � ^ .��_ _ a ENLARGED PLAN 1/4'—T—O' ar' 2.7—�27A1 P u.,�„o< AS BUeLT m °J m vUCEO BE/m✓Br WI.NCwA[L AF]ER ZRMS Wc'RF REAlOVEO-� / BEAM 6 � ' m� --_-_�-----------------} � _ PEO�EWI WKL1� \ \� \}} T \ J l\ £]E WAILS � ! 1 \\ I �� e - _T -�_ - _. � % _� 5295t � .�—_ = _" --�- -� i.--- I _ __ ���... I__. o --, --- y __- -L_ \ / � I I 5- � coNcwci[ sue / �» � � corvcer�E srAe J �'� / vgRAaEr ar , � �� � I l � iuRN . -� l _� '� vrotcRE�£ _ ---1---------------- _ _ _ _ RVEo wcwwau � l \I >I ray -o' (vEairrJ EOCE BEAv ff fAN9L F/GHT-0F-WAY ' Illi ____- `� �1 n `O �j. _ F KERN RIVER GNA[, tRaNs/nwJs, & t�£RT � *'t' up - �� CANAL ROW '' � � o umu uwNOCRE� � ^ .��_ _ a ENLARGED PLAN 1/4'—T—O' ar' 2.7—�27A1 P u.,�„o< AS BUeLT m °J �- �\ �meflf�N'��yV'� `�ip�'ii�lii��L� k � -.o F — -- ------------ i— � � I e �g,,, w�PE w.« a y CANAL ROW y uw£ar SYAB — E �� tinrf/UOF wnLL CNu[ uNINo i \ � EL. 3M.95t �6"F£INFORCm � ^ _ 4 " � p n� ���n'��n �m"+^- M' � _ � � e � �� i� m u - "' r � -u-- -���i�r' n � � � � iia���u'�r` .. . u�-o. r��m I ,�-o LONGITUDINAL SECTION 1/2"=1'—O" r_—JTYPICAL EXISTING CANAL SECTION 1/8"=1'—O' LOOKING DOWNSTREAM �j A�M� i ""�9 ��' '� ���,��" �.7 _i�7AY �:. obe �a� ASO BUILT INK Cl,LVENTa (���M� EF ��° I rylp coNCRE/E- sysLe TYPICAL CULVERT SECTION 3/4"-1'—O° m m I�,3 T' �® oTa/j 5 . Y-0 s• -C. J' -C. _. ® n ac- 12 o N 1 1/2"=1'—O" FI/ u7M— IT INVERT SIMILAR urKy P4 - AGGER lN4 R - V MRS ,o 1F2'o." 12,.� ac IM IIIOF / ITlul ao. INSIDE '" �p N"�i OUTSIDE uRPcn 'r ll 1111V 5 C6, le—fJiME ERE- J�l fill IT ®6 oc ® 2 ox !I IRE OF l ®CU �I / \ EXTERIOR WALL 1 1/2"-1'—O' I/ % Rir ONCTI 12F �y / CONST JOINT — SECTION AS BUeLT �F tl AT ^I u. n iii N I�IE= �1161zail all IDIF Tc MAX EF STAGGER coNCRE/E- sysLe TYPICAL CULVERT SECTION 3/4"-1'—O° 0.7_!27 i5f �xreizsm �® ® n ac- 12 o ROOF SECTION 1 1/2"=1'—O" INVERT SIMILAR P4 - AGGER lN4 R - V MRS ac IIIOF ITlul ao. INSIDE '" �p N"�i OUTSIDE ll 1111V J�l fill cc ✓ ®6 oc ® 2 ox EXTERIOR WALL 1 1/2"-1'—O' — SECTION AS BUeLT 0.7_!27 i5f �xreizsm ���. ��o �, ce��R, g z� �ER, — t ---------- , e� �,a.�RE,� --- ___ _. _ __ reo sue � � /li 0r® iron - �- / sF:e I ,ti_ __ ___ �_ __ __ __ _ 1 .. i ,�w / — � I - <-fe � � � cont �� .,e®�z. Vs®r eg � �6 � � ins sue � - wwc u� i eiP. cave sus to®rr o.�. e cone. s e ' �< ®r o � I ®s o.� was w e wweWa« hp � e _ —I_ �� ' �� � a� �� ��n�n m _.. -- ------ -- o�.� . tar o�(vtmrvJ p_rs f5 yiy wEtS o 12 0.�. [ iJ', ooWELs ®12 `p /6 ron/ m NEW COUB[E 6o cu[vERT nEW 1Ann5/rON � WINGWALL ELEVATION 1/4°=1 -O c r-7 WINGWALL SECTION 7/2'=1'-O' �.... _ _ 1'a�t /a0 oI� II �! _ __ - -_ v--1 com� � " % - / 'i � �n waa TRa✓ m N �I�-6-�s I - --T__ g ia, cw+c. sue—. N®�z o�� �� u© o� I — - � .ilk sewcwese ��� conc ��� �-�co�z- o.� xs �M �r s� �_z xe cen. t � 1 WINGWALL SECTION 1/2°=1'-O" EDGE- EacE- .� � WARPED WINGWALL ELEVATION 1/4"=1'-O" LOOKING DOWNSTREAM AS BUeLo i o3 � _ av �� �"�, i -r iA-.`n �.�„zs� 'xa i iN Ns2n E IH�caroa wnu �e�nno� Nr � ,_ ��>�,�� �as� � � sEEe i' i PLAN �TRANSRION WINGWALL-TO-CULVERT 1'-1'-O' CONNECTION FOR .ee�� jar Ij %��Poc ;ue aF raanvnw+P nays Foa anaF� �TRANSRION SLAB -TO -CULVERT 1"-1'-O' CONNECTION -�, PARTIAL PLAN o. i vAaevcr PARTIAL SECTMJN CULVERT PARAPET DETAIL 1' -T -O' ..^_.. �_ �, j waavco mvc was 9e sz�". ��' camr. �vsmrmc ru wFar (nou sua of r a,usrnoN , � Dere vaer-mv - - f srr sxrnoxs ma enrnervE eo Eaxca s �� �aicwnrss a ramF/ � ,�wcu. Daae uveae No ov eueurxr r �®n• o.c� � umc ®Ir o.�. pax, m. � ,�, ` ASo,BU1�LT �SB��z � � �,, e � � uy � u'�E u�� �„ . of ,e oPae� o � � u�uau���i�- � L V � �� ��wAu�� AST — �" � z I��� ' II �_e.aAo��a ��, � � cwcarur rxrava�e oxow � u ��� 19ARREN A. MINNER & ASS01 _ _ _ exrmvc rn,wl areae STRUCTURAL &CIVIL ENGUJEEI Nr co � �Pe �voswc eaa \ i j ii ij iii a PLAN �� �¢i" 'U $ t � 1'=1 I �� �_ TRANSRION EDGE BEAM -O" NOSING DETAIL AT IM'ERIOR WALL 3'-1'-O' �' A OF BOX CULVERT I s a� ^.`I,Iz7A� �,�.,ea,�, IL GENERAL NOTESLAP CLANCRETAI ACT COORDINATION REINFORCING STEEL (ry so acro pa.)E RADIUS OF BEND Coordinate the was peformed B ASfM A615 crude 60. q I I' Al ill °/ mai ° °Borerereld t os mR d s z r/' wnv u. c o. -. rano Resources and Vista.iFoodms^ mr ca«ro -Main reinforcement Ad to be cod Rook, r mtot or acted, as dune n 4 m s FOR fs, !r o/rrlaced trainfiverve to the denterinse of the org \ 41 % ,deflate area Bae, ed,g �p y m ed ma re« m 6 M5 5 FOR kip � ! �I fsss�,zs J715 Od o eel to rx is y; ATERNArE d5l rk with Me worif shown on (he lm, /nsoa°Bad redCup LAF, Armilh prior ro proa�9 nonmsv. 201 Wallace Court BEND OFFSET HOOK ICE / ThE -SPACE Bakersfield, Cal, 93309 JOINT SEALANT Contact RNIAPA' ERr T ENDS /&61/PJa <B1. Meyer J��oLE crs9ssnEs , ✓ �j I rall STANDARD SPECIFICATIONS Badge Ol (198, ARSETO wtn man,mn — - ---- __...._... _ _. _..___.._.-. ..r c;emrmis over overbe f 10feet A depth. I I P b l�zCis ro ME •X• '. N tl " 000!5 " Mds �reP g Joh? par M' 60 z M' r 0 sp0 ° An derswarn s poo n°3'kneo«d with the Dona uuy c so`°eobVons nom dumb p 5°°r�ts9z e y cm monuas DESIGN real* by Me Application of a purawar ! install t ddmmNP°dWindbreaker strip precoert re« poor bo d g awl°. manufacturers nnnno. I(-\-�//I 4 \7W /I �d , A. I } % Loral � R < e" 111 11 Ca< NCC.es gol AM go All fs elz' / !s s a' Borth cover ovv ewverc .s assumed to be o maemum or r0 reef An depth. EARTHWORK 2 -PIECE HOOP 1 -PIECE HOOP LOADING uorrm�m Ce ::9n Sands CONCRi BAR LAE! SPLICE LENGTHS I a"neoro can«Pone i• 3 <ENe1N: t ROR 20rvrnL BAFs wrM MORE THANTHANr2 IOE cuneNErE coca IN MEMBLN Rill Am TRAFFIC OVER CULVERT Na Lim Load - Dont ( .1 Ooh Pressures 0 Earth EM fail L % - 1 MLICU R Prudential _ t. ueetmL �/ R Nwzmror onn9 Pressure = 2100 par comp«rod roam ro these iReport dgr 5 E ' om combat Ad and to Section l9 3 or ma p"Sfandwd _ & rubble n vaenmooce b Section 16 TIE OR STRRUP STIRRUP RBNFORCING PLACING TOLERANCES M: t %" FOR MBMeENs B" ON LESS M ,INAPPLY, r % � r v ucuarp< rerznrp avec a ru xprve SS •BB 000!5 " Mds �reP g Joh? par M' 60 z M' r 0 sp0 ° ` 14 fB d9 f11 TOP H9F5• 2 A' 2 l0' e' 1' 4' e' 5' 9" 7"'!f' " b' b" o'R£N BARS 3 1" 3' � ft«tore e n« a nd nical ormical shop Pall cre act allowed over the rwa «m me n«cam r„n ame,�d mum of 959 of the ma epul in Ste tBo �TIPICAL REINFORCING STEEL DETAILS N.T.S. on homes strength of 32M poup mal ON «ximum sor sal nr Aimed eBi55l m zoGo Kat.or lf mal ed two e OF - _ _ STRUCannon Drill ro backeill Me top 12" of Ohs After this strength . - of 32000 ms M tr_against . or lana tx cued AT a total �xrwum . - pass over mu nw emeadkm ' r = Consul, Civiltrvasddgulkv� by c leashed _IT the Contractor sagerm to fun or s E mmd er vehicles over the adark a bottom e em and e«. 0 prior to doing so. See Capable sen dna 9 ror� / 62A and AB2E of t of nerve Penns r� %%JJJ / CAST IN PLACE REINFORCED CONCRETE e See recovered. or ethers fir= e 1L r� 51 of the Yt«dam o TESTING O° 1 "�� O j sve .---.-.-. C ( 50 AN) A _r_. the shall x spatted b cane«eon tests mmde by the Gestural � core See Sections 90 & aeoot 3T Eaeihwon on Cam]n9 b Section 90 of All eaetnwark M •Standam Sp«B«h'°ns: Eng'neer. GVA/E CANAL REO L'emepL - .. - ... Type V or Tye o tow A/haG" of TYPICAL EXCAVATION CROSS SECTION m ams SHAPE AT cuL✓EFr BASE BID chemical to Section al of the imported brodark, if dinquagam paill be didnivind by file C��hnical Anyinigars. 21X CY 5mMCSNE Stanfo Mnaml Aem.rure ............... a odemdial nnnmq ro saC</« Provide payable & shodince - - ar des;qu for °ppm,val poor m Seat Placement _ �(f ROMMPacnae�Be) COO Cr 5mWc RE BACki�oN z _ a conte G !zoo If wAr EMenvEN �N with upplia, Or panel � g At Provide m r pwni «malt and maerel sdm,tere. ° COMPACTION) �olrv�IMa eoRROw // .rod wav E"ueANrwENr (0x CO TION) I Lfghl SGYu FEIOBiFm Minimum count mxm ST All a - 1 m 6E 99 9 ream for conceptsase momenta / E w TOP CB aggregate Admixture by 1 Provide c - b«krone or concrete and snorcmte —_ / da tar each („n - �., - - Take slump test and 3 concrete test Phindeas for each concrete bring shommre paInvok lei Comodund for all Coo scacerne° Test one presser at 7 dquis and another or to dors Had mere Nader o wub Compound (Came Specification rf minimum compresMre strength et acnlewa. _ + eta ci s0sz oath SECTIONS BACKFILL_ no 05) S oytheo dere of reef «a.s corn snno-..ere r panels in ad, P n _� the Amocrete _ - SCNALY POP 12" OF BOIRIM OF 'ed,' ARAM Cr 1a0. CROSS SECTION TION s COMPACT r0 kidual icarche all concrete panelSax �nmAc�IONSom Submit ancere Tex design AT AS BUILT reviewher an r m use a^°p drawings a me re r forAddrom moral team of clet reinforcing of fs or ° Approval via acceptable if material code identified. CROSS - EXCAVATION AND BACKFILL 1"=10' o SHOTCRETE (GUNITE) GENERAL NOTES Use get mix ere conforming to seabeds ss of me stare standard 1111111a1�Y t FULL ROAD WIDTH A' apply all codes unless spec ro y --SYY""� N o. z� I � I. r N ro st�gth o oducean shall be « shown for other y ^� My Obsolete r t2 adds; Minimum elB Lbs Pmail b yore of aver by a Aided, work Cmwmas are ro be made .;mom the BASE BID WARREN A. MINNER & ASSOCIATES Combined MIT v« gravel er slgn. B Curvidin two Homy cases on managed llqu e Pricing compound. All Construction iso IF RBMCOE N .w_v4sE Falls °PM�,ey°"p ETRO 1716 Wer SRAL & t SQL EN(gNVERRS Fast PeAddered mal red Alre x 127 for each y won e20 .M ms. REMOVE corvcRErE CANAL urbN /V� � � xE (66 1) s (ed, j A24-3416 add faceTest Panels, One tee Oe"sq) ma aA 1111 525 Gr smucmruc GavDR l t �'h rc Y" prey ben 10 any'"°"m s0 er sHmcNe� (wrxcwAc) obal may be A,w�; r V °m s. 93.000 LBS LAR RE/NFORL'rNG Br££L m0 placed against compacted earn for el flatterthe memory Asubiarks of the ofoccoll anal d�obl Mothers of construction are the msponslbdily o r. . Contractor shoal as before ° 02-075 osrz 12-09-02 pm n the a w 2.7 12-2 4..,�ea am GE,Stm„entt 7f'an eodd .d 9iL;n„H, 9' I