Loading...
HomeMy WebLinkAbout0 Beryl-hellman Storm Drain 2 Of 3M d r u n t r .. v _ .. ,. a: -_ ,.. ._ sk._ n ...de... k tea!,,-'3,`c�;. �.�cv%., �, a"- � � �.k^��� ^" ,•w�.s<a s'3sik L`�-��,a*�.xirw.�..r s TE,Y/ST/NG ST, k'/far-� �'ANS/T/OrV 1:ROSS SLOPES' F.?t1Ai { - s 70 i ,4. 1 7 * AN SrX S7)1. 0 741 + ` 6 X /0'- ?CB INSTALL G ' /!✓G/✓ C.�/A✓.ir L✓N�1"—� TO uTA. /y' fi5 AND .sT.t. 34SD ro OP NG EXIST. /c9"D/A. {trlTEd' L/NE 57'"A. 4t.7$: FEATH �? 5' DYaCt� I2"4. Srq. s7,1. PIPE ON rtOR aF B.4A"e1ee Pel,? EXIST. }"AlrE 1E,11'T .-Pc�4Y/oE P/R_c• DPeillNzG 7", 41 S 9C. xC. D..sro. AeWd. 16'le (TYP. 3 S/VWFSi V I 7_,PAN51T1e3N W./LL 8 PF,P C4Z;re,4 lS EXIST. PAXl�;t!''7: -••'' i l �Q , 2 J rr _ !d%FT STD, ✓? "DIA. �S'ELBD/Y STD. OZ#'6: q_r- 9 (TYP BCT,sr /tA zcl v /.5: / /rYPrc,�t> cGXyV3 rRUc' r TYPe' a� a�R.e G' CONSeUC T TYPG= "8 •' N'✓Tf/ S/TF�c h°'.>GX ,+°E.P C'A 7PArVs , rJEC r Oe.41N Peq evW X,P,4,>.5 3rl7. a .o `EXIST✓NG C.PDU/YU S7'D. DRWG. 0 7- 5 (PGAC ' fB" CvRB F4C'C ) CONS7 e007 c�: s'ac. OVER, `-- ---. ° 12" WATER LINE RELOCATION DETAIL l�rz,4✓,Ws - "eAcs�.�f COiWfPA4,C;` V N,4741E M.47"�E.P✓Ldd --`� UN CLA3S/F/EA FJ4 L /O `, G ' , ?'- SC) - 5 "{�D Ur/6 rTY COMPACre:I� N,47`/YEW47ERI,AL P€RSsrin D,PW(' .70 2�l"CUTTER NO eSCALE > CONSTPUCT r4" Cr>TTEQ-, co PER STD. DFWd. 3,0 1\ \ ,TYPICA,L ROAD SECTION EX/3T/NG /O'.rC'RCB p ��. 4, Z W �(Pk'OTc�C7~ /rV PLA'CE% �-' � � `� /O ,� !° ' ,PL"B \ �� RS•.f?G7YE' -';Y/ST✓NC r a Ev 01.79' 319' 03" 1'Y) \ rB V p G.?.40E LDfe'---- W t4 t E ,eENOVE IeS't EX/S r/NC CUAk'D A.411- % TO BE SALVAGED) '. /9 r// S`T.Pe=ET %D X 5. W ere,-r C'A,INNEL - ON S7'e0C r O 3,,i .4 C. OYEK COMPACTED NqT✓pr hfw Ek'/AL N '� � 1 tZ 4 i-''REMOVE EXIST/.L*G rSEE 71'PJCAL 's'Eu"T/r?N Tif/rS SPVT) t .VB�' 3f. ' /S E) h L0L Io-3Ig'/J �jSE� DET.4/L S ON S'Hi 11. 1 .t, C, PAl/CAgEA/T AS Sf101N s „ \ " - GS Pf? EX/S r. ST. P/W e ix a \ \ '� PLACE BASE AIAr e PIAL Th /CK1CN BO irs7 !! d✓j - f ,Q O we �•x re€A A0 ',v 4r 3ECaWeC�C,?T QNSPgR Af!✓i,4PTi ,sgLli CCDMM017A7G• GUrPEP / SOF/�rr Df"/fl x -- — — — -,.- FpIY.ITB.P_ %lsi�E _ ` �4` dND REer ©e4lN i C� h co,Ysrl�uc`r ��'-aFi X� ' co,vN.-, ^r rr my zeB -- �t O O RC'B EXrEWSION PER' CALTXgNS r0 EX/STIA1 ZCB/r ~ }--- -- I9T.r/ rS7REET--,,. _ o - - 0 �+r 0 �y 6 S rD. d9rWC. �DBIJ P&'.e DE r 1,4 "A" - - _ - - '� BARRIER SfQEIALK DETAIL. - ref '� Ne=.W /2' WATE.P L/.VE TN/5 Sr<EE•T ___I - ('NST,dt L TPPE`,Y" /„_' M. q; B°' CORB i a0r72F coNsrlevcr 54'df 8'=+ / v1dEr2 iSTD. Dt'1frG O.r— " Lifu st, L D✓kE PE,� sra. OEWC /s -- -er/ frE;e,S ,r/l EXP. JOINTr_ O,�/VEH IY ARiplerl le41 Ct7,lfSTRUL'7 E.4✓czR/E✓Z 3✓DEiN.¢LK r' - P,69 C.4LT'e4W 37'P WiTX Bd NX/icyc _ cuTTEP jSEe 77�Ti4L Tr//5 ONLY) 4RR /a ".# COWSTRWCr/?2 OFB AAII PA+V 7 /W I>.E'W . N8 A SYEE" SMv AT /'3'WZ8 rs i.,. �-P�f'OPOSED ST R , q CfleQB `GUr7EE PER («4 . H'=I2rX= , a=co' --� w-�0" 6.OMOAf J1,9'B ('3d?4'r1dNJ • -- o- ��.. � covsT,�ucr a� O�•a"a�c o✓A'e= �, COrf'3'.�'UCTS✓lJ:,sS'�G ' EL lri!'T/ON PE.P IS7•D. [aRWCf 3/9e f'.tYEAIJVA'r ENLARGED i� LA� Fe,,)M wTA. 1yL7S TD PG�N � i T,,4rlr.S%T/O.Y PEk' .S'T`G'. IJ,�"iYC 4Olr 4 GONSTRVcr DRrvEWAY APPF�AC>/ CONS re ICr O , 5' yI E • u 1 ,. C .2 I/CX A� C. PYf� D iY©�S. .STL': D�t1✓G..?.i 4 ,4T ST,l7IeyNS z+�2 J .s"t5 P8P r �--_ ! =24 # ry ► " I,FL' ED G TOP rle4l /IYRr..,dT dPPDS✓rff GGd4 &AW4 1 ACi. ESS rP'A(riP (SEE Pt'd.FILE RBOYf ,- r ; L E • ' C'r1D!/E TOP SLAB F rN 3 , Clf L , CA!7`,?,.li+s' S7"D. L;t?N'C. NE -A \ COt4"T,tx,PCTO,I" MUST /,(rSP�CT TXE 7.E'.IA/SN+E.PSC°" E.ri/NOYB OP S .f /FA'0;4F. BA X) ., ,. y1 +o; L I,ST/,!/G Qa ,IT Y 7I E fir-'' PE.PPs�rVDICU ,v r .t�LB 4` a ,oweik` 0,f PAPy4PET f AV5.� 0.$5-AfILC:S 0UlH D,- /92' . JrA- r7. =IZ !2" Nr.4rE --v" f)v ST"L&E,' /N 71 c x B 11,6 �/ r ^3. R L/NE T'O 0_5 _,•,NA/EL L' r • ! Sf'ZIEE TiSrEEXr57 ,t'E/N� W X � �EalDEES 7"/irE F.1'IS7"/NC ."'A.t�.OP'ET, TO J-'°TL�Eii!/ME SPLICE' ?G% fXI37: ,C',E't,4lf. 14 a= , .f?ELGrC,4,TEl� (S'EE PW7414 T,W.AN7:) /0'X 1s.5,,eeentyatm- 4.P CA14,mvEL IF/TIS P4,4CE, 0 PeZPE.,VAIC0Z,4A' TD 9 OF 4WAr EP , - te' P . EL /1�/Tf/ rHO , s►rC:4pE7 IN 7`l/E Fa.�.4fF.,Q C0N5TRVCT 313E dF/e9 X GB m- jSEE De�'rw4s ON svE5rzd) L e G_�' , \Z cAasE r E "A,47jS 1V,4r:E e'vAND AV sr//g.:,,r7-z,c Pasrs� F5SuN CITY O RANCHO CUCA�/ ONGA t'SEE Er1fiLAe?cE1� PC;,IN T//(S Sf�?',EEi^� _ CASE USE "�*LTERiV PTv� > " CJ EX/S rfililG XPG14 I - - . - P:9,Y�0 A'C'CEuc'S R0417 4y.' CQ+YST`RUC7` O.ZS rH/G'k ,G. 4 PAYED , .�-- ` 4y ACCESS k',9% P (SEE PROF/ter, VF-.' Ea' SFE ST.a PIXY P,00: USE GXG S7~E!/rS�W1'rYPD.+`TS , � E?ceT o � � PLAID AND PROFILE 1 f=. _ PC.�s4e:� lT /4,5 ,SNdLl+i7 i9 .+tLTEEN.ITS 1 ,fCTE W4TE?, 6 P.4 QED ,3CCESs RD:417 'S• ING ei' , )Fff,4 es oN EXf .2C8 .XW NO,P/9!' M - ,C'G`B y r � Or1N EL R/H/ t� TX a 11a 7S 7#,47.4ZE 0RAfAeIUN TO 6DT.tJ,dL?EC:fr:Ofi/YES �✓ST L'B _ PBsr COlST:f'JL7'/59 L.F QF G YPE R�� ra T a . STREET IMPROVEMENT � GJWal,E%A2,F/rP'�� As�E /' /�S NENGE�A .+I LL iFr F?1T S JV3fLL 8E .tom l-0- C4iC, r5'E.ff N"'DT" 1r'�'�: 3l/5 PLsrG'EPGt,�EE/J�d'i4!C QF,4rYY �DT1d/3' OFTIJf' F'LAlir . �'' ����_tarr�.�s rf�� raeP.sa /� aE,irc ,eE„ar�, rsrr,�rav,. STA. 0+03 TO ETA.+C L7t...b1._�i00 PLA,11 iijW �EA,IFC7ED POSTS rSY BE TAkE+1� DOIV. .�LTER✓tyt'v4TE 1 5 �� III III r r T } , O .� T FF i ,4/ LL 7 ,.SArF,PS�" _ _ EXJST/NG �" NC E E ,FG PC ENT TD d A ,f',4.4' E`ilr ti T,�'r7NSdrec.?S/1' ,C`E&0',Q:S 1 �•el•C3 r � EYI.s�TIuiNG LOrVC,'TlJ,�Dlir�lL O APPROVED RY e�E GEA'Bl S DI At4 S �N � ,SCtPP 7r MrE rh�5 i ' 1 dDJsiW DkrNAL TO .� rYE1lr . CCfi a/Y E:Y/.S'T1 ttG ,04'eF.4j,L"E' ; -- (.57E-' AtrDTEi F A'C �rtrr P P N6d i� ,Qcs laEsr6,v. UrirLY FaR ILL" C t r Y L fC t N F R GIF , . _ l P. TAg4vjFpj5,r,-,5 �1 4 ErN AS E 57� 51F�ili' z3sss '".�,� y o ; P.�LR,!'�e'�L TO_ JO 8. � S ,I.LL t�E ,,lO✓//c�+TfG' r0 Af4,4TGf/ e:``X ,S`TING f!'AX'S. T1I'E .+(s _ �uEt;' N ' l 1XC ' : . �.: r� r � _a., :.,. -, „_ . >, 2Cv�rll�Ialt�i 2 � X LL A4' I A'i' � e _ � � , , , � J �.� AEEA� K'e�QClI,�'ED .Sb v4 BE . O LES S Tf/,4N EIXi fAu4L ENT 4 ���. � 1�1� � AS � JCS � � r y y 8 A.G'' $44�B�• On'N rt B /s1' .1 ,Y r t' D.1�1. B. XEIY �i^8� / SIr4 COMMERCENTER WEST e x.,,-Tr/UG XCB r_ � �E _ _ - - � - - SUITE J'� �, /,S`T'1"Nv^ SI�S°EtY�D TKAfIS�iG�=SE ,Q'/NFs�.RA?L�.: t7�t�cN!r"M S�J�'�'� - , f T :�t_: / t - ttl4__ r r y r.f e.- s 1 , L?,Q Mii/ -` >�w,7ZAp: - __ SAN 3ERNAR''DlN0CA.:',?408J'SEe NO J I7"ClA/lNc�lF u�e''e1" 7' r/GV rSvT, .,, ��_��<- s.�o.��L s�,� �r �s�,�s �.�Q.,� ���x ��r�t r� � err � t7148a5 4 �t� a� ►� /.SEEA0, S)l /J/T d .ISEE lire?4"E i�i "i/OPL Ci r""f" 4r'°A&• ?YR� US nir t - - - r y - -CN�EZvKECJ �.___ ,,��yy�� g/� y�014326� �P.�',LOJ.1���,�_�W! � ���S d'__ � lS�r��,l�,'+ �"�S?��LLE"L 7�l� ,J�O/JET JA%sI�E I�E6GF1P"rtOl� O�' 'E� I 1 T' .. ��. �� 671 SHEETG* o F7 r - bur' • ° 4 AC. p■� O PRVPMED SdDk'DS 4-VOTI" OeRYL DRAIN INLET l'r GAGINtE'., STATION TO BE�,�i' Red1+ W ffD a ffi-ev4 sTR�RT N (N�' 6o"I�'? f- EX STINs 35AY AVE. STfZ41 DRAIN STA. e*15 W- _==i - -r z ---•- I A.e fill'° --- ti CONChETE 7 - 6ATE x=3 q CO mZ WIN `•� C G0� a b3 rs 1 4�t�3k 0 i Qo� >, FCC e1W -mST42L 6'11/GI/ C w1w LINKDETAIL FEiYGE ifs 3 �Ntihllffi!'�ivD PECK $.B.C.F.0 D. ,STD. peNd'Is/a /HST /S'fl�IPE' DSt. LINK 0,47eS ATS SIWWVXNOPE? 57-D. PVVG /5/S CONNECT CYV41AI LINK 7V CAIWAW LINK FENCE ON 11,6-,,VbW4LL-7YPWCAL (,4/SE FENCZ' WB4eVC a".49MF SU2F.4CE OF SP/L,,jvw ') J vd I% Q L414 t F jet PI?Ot°069D SLOCK WALL P G RCP S7ORW DrC'AINA=340WOW4 R-90'-) ,sroPnS�n CU�e r� G'urr�,e /_ „ .� 6 T- 07. °M' L95347' t1r P,eQPOS''D cUQ'8 ' auTrEz -0- P. P. Pgoposr-D SIDEWALK e1W PR0'-0 BLOCK WALL p `Af `STORM ,01,7A/N = o STA . 73 OT c� CONSTRUCT SIDE OVERFLaW SPILLWAY (SEE DETA/LS ON SHEET /Z ) ADD #4 /34R5 Pd/?ALIEL TO TOPOc 7R.4N5/7'/dN COAIC. CHANNEL - �Y/ALL (�yMMElf'ICAL � '4 641?6 AT/6"O.G. /2 FENCE POST 1NSERT � � W co #l0 I3r11W AT 1010G, (TYPICAL) O 04 0ANO AT l2"0.0.. i 2"cLr� G01V5T. ' _ - _ .:1 �� 6.. t5 G.F. C. 61 6. P le 2 .TO/NTI'TY/P) �i U q `w'O ` AT 2,d :t *O.G. AN13 A5 K3 m IOMECTED 6Y THE " L `_`. 04 45AR6 AT r'810.6 L #4 I34%30 AT 12" OA N NOTE: 05E TYPICAL GNANNEL 6ECTION FOR CHANNEL DE TA I L A T nAM9 tT lP N SECT IONS AT 19th 5T. AND 15ZRY� ST. TYPICAL CHANNEL SECTION STA. 51+79.80 to STA. 55+03.10 APO #4 8.4,fS AT,6"a.C. ADD 04 B,4ZS ,`IT 4 "0. C. EXISTING A.2Cf/ RU88LE' CONDO/T(P,✓'tJTECTIHPIA ) FL . AT ;V41 L E FL . AT A,pp ,aws xr L la c: AVV *¢.8V4RS A7- B"o.e 7-OP OF CHANNEL /R W L HEAI.?WALL PEP CALTRANS STD. ID-90. REI/VFORCEMEAIT AAt0 COWPETE FOI? pE'S/CAI H"-10' WINCW.4LL CHANNEL lz INVERT 1'N5 TA L L 16" LO N6 L/G1-1TWE161-1r METAL. I.V5ERT5 (FENCE PO S TS) CHANNEL 7/?AN917IDN W4L1 �7YP164L) MAN OLE COMB, FZWME � RINGS NOT SHOK!N, SEE 206 (lase 8rD �ZaSFc.Z-l0 . Wm )Pam' S. 5 C /II.Y" OM*F ,STD PEW",s I 'ONST.eVCT CL-h"v )VT BOX PE1Z 57-D. eo8 ("X" = 4) •Gecl&7'1c54CE Or`' .PUSBLE AZCH 0044PUIT R BERYL STORM DRAIN- CLEAN -OUT DETAIL , ST FENCE PD /N.S E,e T (TYPICAL) I Coco"/�2CP (1350 0) I ,5- 2. l°J"/° SECTION LV A SECTION B - B in m I` [IWI,t: I?awn ttf ,C(ND !✓ �r3 iraanr_, �� i un o f , CONSTRUCTION NQTES f� Q�-COAWRUCT R CT`ANGULAR CNANNel- PER D4-7-AIL A ON ?HT J LZ -CONSTRUCT 6-" RCP-. �` DELETED --CONSTRUCT CATCH BASIN # J PEP s-ra DR -WO. 0 650e. -CQNST,2UCT "B" *5//. MANH04E PEP STD. DeWG. l POZ V,44 U,66 A, B, C, D„ Ds , ed-; L el-. `V471a V "R ° AV. L7 4'L0Y4, ;r&f "X/4 SEE PLAAI AAJD P94F/L�` 5H.-8T) � G CONSTRUCT STOe = IN CLEAN UT' P = - , : -D . ��' M DR'A O _ E R SAN S�,Q'NA � � lA/O COUNTY TRANSPORTATION DEFT STD. V'e06. •-C`ONSTRUCT e?" /c'CP, r�-•-CONSTIC UCT e4"RCP DEELETE'D CONSTAR41CT GU774e F,-e STD. D,-WG"'30.9 (P-"CONSTRUCT 18" 06P. (/6 GA.)MLENCTff-• 6& -;'` (OMIT CUP& SECTION) @-�-D- L ETf'D �-- DELETED f3 - CONSTRUCT PIPE CLOSURE TYPE "A" PEA° 3AAI ,64MVAR'PINO COUNTY FLOOD C'ONTA70L D/STZICT' STD. DRWG. #'/7,'6. !4�-PR OV/DE CONSTRUCTION JOINTS 8ETWEEN FX/ST/1VG lO'x 4-' RCS AND CHANNEL IMP,(''OVERENT F'E'R SAN 3ERNA94?1NO COUNTY FLOOD CONTFOL D15TeICT STD. DL?WG. #165. TYPE "A " JOINT /A/ /NV,5fT ANP TYPE "c" JC)/NT ON WALLS. I5 CONs7-evCT MANHOLE "A,, PE'rP STD. I ewa. #.51O. --TNaTALL G'NI6N CHAIN I-INX E'ENOC Del? endN too/?NwPD/N ► COUNTY F1.00/7 CONTROL FJ/97'1?1GT aT!?. OW86 0I515 ON 7"01v OF VEl?TleLe WALL C,yANNBG � READI•ts`ALG. 17 - CONSTRUCT lORI VE 410PI?046H PER 67,0. DR- WG. # 306 18 .XNBTALL WALK GAT€ ANO C94N. SrePf PER 9AN 19ERNARD110 COUNTY FL000 COWROL 0/0T/?ICr 9TIJ. 0W63. 151 /5 AN/O V4 a 19 REMOVE EX197*. 13E1?YL Awe. STORM DRAIN INLET 20 DELETED @---CONNECT 2Y"�f'CA LATERAL TQ CONCRETE CHANNEL Pee 3AI1 8ERNAPOINO COUNTY FLOOD CONTROL DISrfe1C7STD• DRWC. E,'eO -----INSTALL IB"0.S.P. UN£e1?,91'AIN RISER'S AT l2O t cr.c. (7*,o7'R4•3 ALONG /8 " C S. P. DRAIN ON G11,--S'T SIDE BEF'YL 3r PEk' C'ALTI?'AN8 STD. Dk713WG. D87-.B146" RIS aR WITH C0VeZS 0 Yz"GAIN. 501-T5 AND NUTS WITH FLAT � LOCKWASHE'RS. LOCATE TOP OFF' RISERS AT S/DEWWX LEY€L. 23 CONSTRUCT CONCRETE COLLAR FEF SAN BE,E AWe,01#0 C:OUN7-Y FLOOD CONTI?0L DISTRICT STD. nRws.4*180 C ONSTIeUC T L 0 CAL 99,-,098,5 /ON oER STD. D,PWG. 616 S8 a` S 5 " 04,95 C "- STA. 2 v'8& 9. B81fY4 ADD 0' 5 BXR HOOPS ON EACH FACE AS SHoW,v M,CX - ----FILE Mo. ii%-1 �- r- -,- a i t it r :r. ,. l A. 1 O . Iry - a 0 a r. t4S w eZe N I, EDy��/�r�F l i n-tr tV ,,pl -ZC,A-E: 1"=20' 0ONS7-ZVCT G'W/AE C"' 5TRr-cT e1"C. & G: , *4 B444-6dD /2 "O. C: TRAN517VCON C.F. F 81,TO O"^-R/6f{T INSTALL I8 "o (SEE PET.4 I tS ON BERYL STKEE7'� .sue' ON sffr ly o • sue' �o�'rrl �` �� _ ,,,,✓ cd/vsrzcJCT s�-oR�4 l�k'AIN .�✓ ,� cz�A�-or�r)s�E E3i'f ST» 23fE°le`YL S7"ORrt4 7f"�4CN�-�_ / � � co c' �,� CONSTEU+C7- 54 C. 6. E. � CON 57 T: ZjCT /+G `ifrlDE DEN/ SLOPEb W 1. SSE E DET.4CL 5 O�V EXCETCNC' �A.Lt ; t (PAA7•EL: TIN PL<!eeze) Et. 1 00 0ZXP4— AM4 720 MOP Of < G'N"I,ifiY'S`L lt?w ASS ►i iP2:4CE Lr,Z 'A.0 Feom t CIJtPB L/#-- 7V I'9fi>. Sr FG:17. �IW CON'S'%'Rz?CT ID''X57iS'R`EG7� " •'✓' 3 UL,AP aq-A E4 (Z-55 PATAYL S ON Si (� ) b &RADA S44PS VNIFOR.04V TO Rlw LlIVE ' ! . C2" S,LOl11r��5 ,,_ 3 C , ETE SLAB AS SHOWN ["i P c^ _ /2 .. iL /4'" r yeah /" ,v, /P,! 14%YP�i.E3AK's .< 4 � IZ O. e. (507WWA45) ... a: SECTION A4A T"PANSl7?nN C. F. FROM �O" r0 IZ"^-R/GHT //C' CLEAR" OPENING TRANS/7I01VFR•OM8" C.F TOl2'"C.F.^-LEFT a INSTALL e?"0 RCP 4A7,--AAL ( k ' (SEE BETA/L S Of/ S117- / / ) 1 N Ci c � ' h4 CONST 2UCT /G"f//GJ�' CONSTRUCT CATCH BAS/N o`Z � m (SEE DETAILS ON SPIT. W y coNc�Er BLOCK Is e buALL V V 1 N U INSTALL /8"o C.S.P. �� comsTR`UCT G'wlP--S P-cWILer k f' (SEE 105TAILS ON ;T- t W o'fl to ri.t co Ci CON.9T9'lle r I2� "e . G ✓ �� `y�o, >yyi9 `' c yl�6 zltllo'� oo _ 5 G D9 b0 3 R j p1 '' a,4 TP �V COA15TeVCr /2 Z�/ � h 2 �5 Z h N ?teacm oj `�� . r TREET R/h° S �P OGEE, CSr sT flCfi G'Ii�IDE S/PeW..444- V,u, $, " 4°r ChM CON57VIC7 /G" hH/GN O,YL'PLP7E 1LOCK W/ALl ' • . • ,, + Vi STA. 3•r'• SI � BAG/N SII�EW.Ql k' CO,rYt'.YE7-- BGOCA' WAS I-G Z16W 7- `ho v r COA5T e(J,5 T tGi U ✓`7—,T i � Ec r i✓ SL�%i EiN ' �COuVC, fCEAI731Y9LL 25T4. c'''f ,90 .s'7A. 3�S/ -%' TOP OF t"'OmC"i'ETF SLOPED l!'ALL SIDS QVERF1-t9,W SPJLCW4Y AS SROl4'N / AWP A.v' AG`GESS 9MAD .44V BECIN G=VWCR,ETE SPILL GYA)lAFZ4* AS S#, o W OrB_ we BERYL a7',PoE7' -x2ro JPPITJON,'4L 291 04V �. 4 P IX-l'r N d CU.PB ! U'TTEk', SID�WlLXS .4#,9 CaWA-C7E SLOCX ' ELLS. -ZX/5TlNe S410i X 13'ALL AL� <elW /"P<PIiT 6`7 !if/ AV-14CE) e Stu COAT�SS'i"RCICT p e5 Tli'IGK A,G: Pfll�Ezt) ArCC�S�S ,t'd,4T1 .!S "OIT�W ., 1010 � I'9Ti/" S`re0,ET i'O $TA. 5� BACKFACE QF TOP OF G("RC,c' 1WEAPOML TOP OF CHANNEL WALL•--� iTVA 0i ID:%FiTId G ' BAGXFACR OF COW6 LINE M,0YF4CL' D✓r CAE! tINR t Q. L' PAYfi3lRNT 8AC/c F4CE Oe°G'AsN`.4d L A. C Ai4=•'«il �'NT 4�m ,SLOWSPILLWAY AMN FLOW PAP -74 " th"_ 4 e9AX If d,C jWr.#,W,4Y$j �z A'4 ag4-s IP"O.C. (B0TNWAI{'S,) L<r C4A' C T,y/C rg# e NC. ,SLAB ALr?N$ B,44Vr4CA' 170 1%'"B/IMY4LL SECTION ,.B_B AW#J"- r s� sv lLt yy�me . An�if Y #t./3�+%�yw/�ay C11I..f�Ay�p'ip� F0 '4—" �711,0 i�`R�CtS /i��+s.�}�rrt�4�',l'`v�4 !'Y�.rT,f 400e, /T L.iF. .'S c4 rf�/A•�i�IW P 0. W&--c' r3 ��H%Y /7 �%iY �/.FjFE 7' Y4 SECTION C-C CITY OF RANCHO CUCAMONGA DETAIL SHEET BERYL- HELLv AN STORM DRAIN SIDE OVERFLOW SPILLWAY APPROVED BY DATA 1-,a CITY ENG114EER -- -=- - - R.C.E.No.2i3889 DESION I.-M. _ li 00M+ID'ERCENTER WEST CHECKED � R.C.E. No. 14326 VRAWW WWA SHEET`'"� a _ . i e A a .. _ .,_ � _ ��� _ a'�. �... _ � � � � .�tl ��Ct�'• of .rt'a, _. �. ,. _:,� � 'a. � .- s. � r��. c a to � t! � ��. "� e .. r: ,. ��.r � ... � .(, � ��-. _ __ �'" _ � �a'�. f P .,. �� _ fig. rl IL -;, r I P 4"1 I F w �ve _-,,7 G =11 It- = =I e D%,IeN NOTE _ - --- --- OEJVERAL NOTES_--- Spetaf�a�: Designation: AA 1T0 dated 1922 with revisions and as supplemented by Bridge Planning and an_. Resign Manual. Standard g _ acd single or multiple box culverts are shown on Plans as span Length of culvert Length of culvert ais�icT ��' '� a.,r�n.�gs ic,ai , times height with maximum cover over - - Sections 'are, desk d for culverts where foundations will support the soil pressures shown for DRL 9 RCB � _ r roof thus: 8 x 5 RCB with 10 or €{tCl • _ I.0 x 5 R(.t� with 20 ? followed by alternatives, t�gihts, to 20 maxrrn,um a= t`MIEF, OFFICE OF STRUCTURES OESIGN Alternatives: „d" or longitudinal bars RRGJ$TLFtZ0 er MA - cover i�� assumed to be uniform. g vie, ENetNeER NA 9ar.� Earth Single cell: Invert will be sloped unless "firapezoidal rover#", "flat invert" or For votHaible transverse cover hea,, hts, a special design is required. °T , , rN g 9 q 4 invert cs included In designation. 1'-0" 1� 0„ Main reinf. transverse Multiple cell: Invert will be vee unless "flat invert" is spe. °ed. # O v p t1arS u „ DATE APpF Y' - UL t 1, 19cs.! Where D=Dead Load + 4 1 H o o s 12 ko ED L. oasd Factors: !.5 D + !.5 E + 2.5 (L + 1) Ends of culvert will be rounded unless square ends are deg yn�ted #4 h, �I 2 � 3 D �o s bars tot. _ r E =Earth Load - P �- " P Para will be sh L =L ive LoLd I=lnrpact Capacity reduction factor is included. Loading: Live load: i' HS2,0 Roof: 30% impact up to 3' cover, no impact above S cover. Walls: No surctarge trvvprt; No impact Up to 2 cover Wheal load distribution art the roof is E= 4' +.06S 1,,,n tudinally and Is concentrated transversely. Wheel Load distribution on the Inver t ts_ 7' Ion itu.dinally and uniform over the width of the culvert. Traffic is analyzed parallel ?o the main (transverse) re#nforcernent. Over 2' cover. Wheel loads distribution on the roof is uniformly over a square, the sides of which are 1.75 5 times the depth of cover, but not less longitudinally than E. When such areas from several I concentrations ar,centr- t. a ions overlap, t the o tol loa d al P sh i be considered as uniformly distributed over the area defined by the outside limits of the individual areas, but the overall longitudinal dinension shall not exceed the total length of the supporting slab. Negilect live load when cover is greater than 8' and exceeds distance between exterir.� wails. Wheel load distrtbufion on the invert is the serze as on the roof but not less than 7' tong�itu�di.rally or the width of the invert transversely. Earth togd- Earth pressures for two conditions: 140 Ibs./cu. ft. vertical, 42 I'bs./cu. ft. h9 izontal. 140 lbs✓cu. ft vertical, 140 lbs./cu. ft. horizontal. The horizontal earth pressure shall net be diminished (for slab positive moment, up to 3' coven, - Unit stresses. ,�.r�. fc = 3 lelkS! fy - 6O post , MAN. n - 9 lstriibution d bars: UP to 2� cover -- Expressgd as a percent of main positive:. reinforcement requiree,,. 100, max. 50% (unless traffic longitudinal) Over 2' coven 04 @ 18" noxirnum. Shear: Maximum allowable sheair, vc = 3.5 �, psi Maximum shear is taken at a distance d from the supporting member. Exclusions: Compressive relnforee,ment and negative -moment reduction (for continuity) do not apply. Axial loading on members has not been considered. CONSTRUCTION NOTES Construction toads: Strutting required as shown on standard plan "Construction Loads an Culverts." Expansion joints: Invent: No expansion joints shall be permitted. Roof and walls: When cover is less than span length - Place �J2''' expGnsion joint filter at 30' ± centers outside the paved roadway lanes and place standard bridge detail 3-2-at 30' centers :order paved roadway lanes. When Cover o er i mo re or e than span length p 9 Plaice 1/2' expansion joint filler at 30'± centers and additional 1/2" expansion joints at locations of charge in foundation character, as directed by the engineer. Gonstuction joints: Temporaryjoints may be permitted r � y perm ed if normal .or rods:!) to I of RCB. Otherwise the contractor is to suLwaiit a proposal for co:n:s"id:eratfon. ' Cs4toff vvall�s: 4' cutoff wails are to be provided o; inlet and/or outlet unless adjacent channel is tined and unless otherwise shown. These walls are to be extended if scour conditions warrant. Earthwork: See Standard Plan A S2 - E Baokfill: - See Standard Specifications, except that the difference in level of backftll ( , 450 Max. #4 ILO To t. 3 e^ 0 �, Tot. 2 1-0 / wa l l Single Span I Mullple Span PART SECTION S=Clear Span Parapet "P" Bars S Skew e An le 9 Span O 0 TO 15° o 16 1 TO 1300 31 TO 45e 4 ` #4 #4 #4 *5 66 4 8' #4 1015 8 10' #5 4% 41 � 47 12' ' 9 14' PARAPET REINFORCEMENT Exterior Wall PART PLAN -SECTION Br. Detail 3-2 (Std. Plan BO-3) (No expansion jor+nt within 4 of f- opens, ;) �-a— Roof 4 "p" bars tot. 3 ~- R = 6" 6" Norn,al to parapet -Inner Wall PART PLAN -SKEWED PARAPET DETAIL Place a 1/2" expansion joint a maximum ref' 2 times 2-0 11 R_ r�--�- m Span or Height from I � Remove parapet c d hoops flush New Construction Detail U44 & U45 (Std. Plan 87- t i) a or rs . .: r i J l I. I �Ils�°al�I�rl� ! J 4± t� a 5=6" Top f6e6 ,, Tot.2 10 -0 `E3,i tom tPART PLAN JL r ! nish Grade it It bars 5 C - over Maxlrnu ,� r .41. -.� I ._. 8 ' Four spans ,� c s�p►ead "b"8"c" tra�r tails or cut, as necessary, _-- r to fit. #4 (R6 t � � �.- LONSITWDINAL SECTION UTILITY OPENING -WALL ,. as own unless designated in plans. Such designations may be different for inlet and outlet ends. Quantities: Quantities are for the sloped or vee invert and do not include "d" bars, nor splices in longitudinal beers, not ►6mperature reinforcement for exposed roof, nor concrete or reinforcement for parapets., cutoff walls or paving notches. Reinforcement placement, Main reinforcement is to be placed transverse or, for curved culverts, radial. When radial, reinforcing spacing is measured along the t• Stagger splices not shown. Hooks may be rotated or tilted, as necessary, for clearance. Special reinforcement coverage: Box standard plans are not to be used for culverts in a corrosive environment or where there is a severe abrasive flow condtion or in freeze -thaw locations. Special design: RN. uired for culverts with conditions loads or sizes eater thanr 9r those very or , 9 this plan or the standard tables.. Also reouired for multiple cell culverts with unequal spans. For culverts with railroad loading, see the current A.R.E.A. design specification. 3 or morn• cells: For culverts with ,»gyre than two cells, use dimensions and reinforcement for the standard "double box culvert" and adjust quantities accordingly. �He�it Cover 10' 2 0` 6' 8' 1.0 1,6 1.1 l.7 t0' 1.2 1.8 12' 1.3 1.9 14' 1.4 2.0 Invert elev. R ° 6„ "� '-ii'II \-"pl' burs tot 3 Wall TYPICAL 3 CELL DESIGN BEARING PRESSURE (TSF) K 2 - #6 Invert C 1sar Slab , ;_0 2 --0 2 *4Q 8 max. E R a --- (For Sporn- 4" (For Span > 1 i1 •-1/ "Exp. jt filler, secured with Existing Existing 2 Constructrcn Construction 1 Bd nails'18rnax., roof walla. T_ , Now Construction , 11�---d,i Remove and splice to 1� � Remove and splice to existing existing longitud'in'ai looq,ltudinol rebor in Invert. rebar In all members. OPTIONAL (I'min. cover) CULVERT EXTENSION 20° Skew Maximum Ens! of poraget normal to face of Parapet. Troif#c f �. I RCB Skew f yLanitudlna?� T ra:nsverae I For spans ? 8' rotate "b" FA "c" bar tolls to clear opening. it " At �t. ode C. an dill . o n shown #4 Transverse, tot. 4 &a. siae — F In Is h G�ra die t' ll"J- 2F-0" # 4 Ti or 9 H rn In L.ength RCB TERMINOLOGY Concrete Barrier Type 25 r-1-2, If necessary Parapet T 6612, 6' Long �J Tit it t9" -Ti if >9" "P" bars, See "PARAPET REINFORCEM N" table BARRIER SECTION (30i MI!' IINIUMI) STATE OF CALIFORNIA BUSiNESS fkND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION outside waJJs) shaJI not exceed 2'. ngamst _ l - H = Helgilt SPECIAL DETAILS Adfacent to each wide of tt opening., place a.ddrtional bars equivalent to half of the intrerru -teed main reinfor t,ERT COX CULV A � � p ceFnen MISCELLANEOUS -DST SHEET 1H 11 .` 4"llNl,fr I:v ^rt1 11 tt' `f��IO I tiRnO' i ton 3e-- PART L0NGITUDIMAL SECTI01N MANHOLE DIRNG. No. 8 71 D fib