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PLAN AND PROFILE N TABIOLO �q No 3Wn LA VINE STREET STORM DRAIN Corysr^ZIMO" wores O C"-SreucTiov w0re-5lccu/r"o)= CIVIL FROM STA. 3-� 48.31 TO STA. I3+ 08. 22 0 co�A IX16 1/�3 �C�✓. ✓AS Sy0{✓iV�O�ffArt�//O CUCAMOrUGA A.UG14f3� SOy vT q�T �� �TN6 ZA VINe54011Af �vorF : ` TRACT 13759 336 r 9 �. ivvov �A�/s� 5Tf34fl // G'pit/STfSUCT LG�'AL OEPtSFSS/O!V �E� C/TV Of"�7n/C/!O CUCfIMO�I/GA OST/wDA � of�✓�/G Uo. 307 '3 ~5E-E SN- E ETilOO^0�S/3 MANHOLE CO!/Ef5 TD BE f;D./lJSTFO TO Gf3AL� BfJ GGYVTi�ACTOPS. A A � APPROVED BY DATES '4CITY ENGINEER� R.C .E."O/L/ STATIO/V 31 49- 31 vz -� Z49 53 U CUCAT NGA s AAl /tiG it/O� ¢ARG/� OFP�A�t/CHD 3Z4 DESIGNJ . F . DAVIDSON PECCMF�ND D T� ASSOCIATES, INC .OF 9• /7 WA157,-We7--141AAC77M1 Z l Tell-P O'`^,gK1C.1AO 11200 S. MT. VERNON AVE. STf��/OFli3o O�AlIl.UG NO. 33/. SUITE '0" DRA�N�/,q� COLTON. CA 92324 SHEET ® �ll51 ZICT LGZ'AL L �P5ES5,10AI PE�9 /!Y OF i51SUCN0 CIJCf�MGLUGA STAND f'S0 Di�9G✓�t/ //C. 30CRS (714)825-1082 �OF� CO 7 ( A� CHECKED R.C.E. NO._388210 DRAWI ZNO . DATES-Ib-°)Z FILE NO., _ PeO✓E'CT SHEET NO. _7 OF 9 Benchmark M"7A111OjGE /tiD.¢p q r.9 , MANHOLE /VO. 4- ps�rR �lUA/�'Tjo�t/ �T,+�UC'TU�PE No.2 D.4Tr9 1 /VE5.91>.4 s'T STORM 'Jf7,Ai.!/ RT 7 F�/�.'/T !� TE.4gL e"AT 9 LE�"T. ¢e "g=/� S .M. 96-B Elevation= 1430 .69 D = o � 36 � , 36; C=3.31,' t? DL = .�8'l C=3.1/; 0= N .Wcorner H ¢8; ' W. ofHaven, 83 ' N . of 19th . cs7rE, ,q& -sr".9TGE�T'f�=�D'8- 3G� , Drive pin W/C .S . tag East end c= z. 87' p dUXK'rio�/srx�Uc>-L/,gENo.Za�r� of headwall for 3 24„ C . M.P. . U7TF�TpG "G"AT A/6//T f►y'¢$s B=3Lj tl1 s : IATF.Rf�G iU GEFT. F/= goo '5 le �'KAMS/T/ON 0Mtle7VrE No. vf7T� Q C-/• 4' 0=¢B " Q Q :kLE Q q IRS IK- C Q 1370 � tit� o cn � �.�, p( � NQ� �. v N O ►• Q4 `b,4100 v � N a v v - O O ^K /360 zyw � � DYEPt ¢� S.D. /3100 PAIR 8 WALL r'1' 36 G0/VTINMV5 AROUND � � ��� --_c110'', : E r/sri c/� u s s�,Pi�vr �7aE�- ova"/C N U� N3 CNBGE TD BE PEGGL�F/TEO C�sr�w f3 YES Fy L c�ow.v UPSTREAA? SND 0F N /ST cArio�v�.vo Ec E�AT�av TO �E ECE✓f7T/O/V Pf3/Ofi TU CD.vST!•3l1C- MA/VHDILE �, 0 �`�' F/ELO YE,�/F/EO O�Pid.PTl' CONSTPL/CT/a�! T/O�tJ C.C.k/D INSPECT/O/V SEN/ER Er TX/Sr. Gl�MAID f3EQ%. ssv V 5a � I -- D� o � � �, v.11� _ oma g s � 11 sEE ,qr�iGyr- rf3.G 3, kA F /350 �3 D �•f M 4.0 S06-D) 1(/4600194.9¢ o� 00S96 V/00 � v C � - PRD��GE'SC�gGE Qicb=�ICfst�Pt � �� �� •� j/icd= 4.Df.Ps. ° Q f b - 44.1 � H=7) VERT. ! =7 11-' $ Q/GIS=IZ� C.F.S. 4.2 0� L�. �✓EE Sh'EET AAO.. e c� V/a�= . . � XQ 14 �3q0 - 3 �'� tri '-11' ati�, Q N Qti� 0fi IKJF 5FF Ar /syro � ��, . a�v' W�� P �o o rCh .� 8 �,�� l I a ✓ro"/f.C.f. 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FROM STATION O�P7.Zq 70 ST77r/ON 3 f4B. 3/ TRACT 13759 "0- 3124 ' OW .•/dNGT/O/V STf3UCTURE N0.2�f3 C/TS/O� �p�f E +j APPROVED B Y DATE i3RtJ D GUCAMOA✓Gfl STHrt/DAf30 Or�f/!�//'l/G .(/ 5T01'�M I��Sgl�t/CUf'11/EL34TFa � ' T�$iT{) N. 33/. CITY ENGINEE /® CO.VSTPaUCT✓Ud/CT/ON STf3UCTUfSE DAVIDSO Zo Ail/.G�GES ° ' ArG 'T EGTk cE S4E&1NQ /O FOPS CALFWG PfOf/CSS � TAlOLCDESIGN ' N 4ME N D'E` D/ T � NOPEfLOS .9 'j 4 � d'4l NOZ- D/ 9 ! ioo76.,574' . INC awwNO/ST�/CT 0o0)RA1bV6 FaR Lf7r-ER.ITG oE�91l20o S. MT. VERNON AVE." ° . ' "EOSUITE ffiDp Z JD25 •OS' 70' g' 7 �9' /5. 3CIVIL DRAWN SHEET CDA1STPUCTAGePiaESS/Or/�EfG/TvP*vvCNo 3 90 00COLTON. CA 92324 OFco uGA s T�v/�v�n 07 A) , OT02 8 12 4 -JD.00' r 00°58'45" 6.45P /0-0&-' . CHECKED R • C.E. NO.� DRA I NG`I' . 5 90.00' /�-4�'4Z" /5 6�' 3/.07' (� DATE Z•1b•97- FILE NO. PROJECT SHEET N0. OF S.C.K.K.A. 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AMU 45r 5&01-le7er/0 4!FX15r1A1a ig"SeAleAw AfWAI 771 S46 i0W0r6-,^- 7,*6,0 IAA tl='Z.ACE. >1 bi ;t' t'j 4, ��' t Zt9CA770A(,4A40 4ff-Z=5-V,47-1,0,V -76 ,6e c;R' O reC?-,6-0 IAI 1'FZ' .4C6r. - /0 it-97-t -7 �'6'9 7,t-� PILCOAD A107-6: Er1,5-r1A14 lvr rzffele-0 ry aeclezq eZI57 IVIr 116111�r w1r1l 7114 40C14r101V 14A110 &-Zv4rlaAl ro 0,5 �-/,E740 V6-,elC-167 REMOVE 4 P-CYLACZ EX15nt46r TrA6r-S oWb &e-b CAHZ46 7V Ce BY 40MEAa 49 A"eli9le 0/1' *5 ZFCk>Llle�eD IV CoVSrWCr P-C-9. NCrnF'-t 4,OC,4 71-0A1-e el-6-114 71'01V A-0 AM`tfl-el-,O 7V CC AID. W17-1,1 /40'*AIZ175, C-0,V67-M600' r,oVA1. CO,41r, 5LOP15 s. I?.R!.A- Ar (v"&) 244-(,�t I AT- LEASr 46 V4Eelocl'4E0 ool:�elOAP TO XIC57 70POF to y1 X75 Mi c>r-- TV 5TAz7r LIFwory- w T;415 r-/w- !G too aro /A,/,5H 67 'ry F 1,'C/6 0 N 0 ? to 4 e51- C7. /L S ,Vg -7 L Fre 50.Zo lro,- q;Till % MP 45 1360 — u A407 f4! -7-Z 0� 4F, O� 0. 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M DYE,1" 4 13 ull�t L r.V• 'j Pr V �' 4 0 V) �Pp e R.C. 30),-- /0 ffr 7 0 M -0 E,(/5TH'A-d;- e-ewr- /1000 Q�' -3/0 & X e5ez -'e- T. P C1141tIAleL N. T-- 09. 70 VITALIff V Fppeou7-66-r 7S- 'i�� -/0 -10-t4 ML 14 66E -":w' 5&-TA1r ///7 W WAY,/ IVOOO &04 ve,V 7 A Ilk7;F 01��?/4�'y 4? "/A/ DESCRIPTION OF REVISION CITY CITY OF RANCHO CUCAMONGA e. 1-j A -C-7- 41V-,5�- A r ......� "If. PLAN AND PROFILE � '�' �� =� > j EN AVENUE STORM DRAIN 140' 11 440' __j i HAV j am J10 J 60, FROM STA. 7+70 TO STA. 16+00 TRACT 13759 5Ee slwle'er A/V /0 t=-C1'e SDUT74EP-N CALIFOCNIA 1441145AI 411610V16- 6rVeW 014F411V APPROVED BY 0 A T E EE610"AL E411, AUTI"ITY CITY ENGINEE A-) R .C .E DESIGN 14trkttk Jlf . DAVIDSON �.�g'p4MEADED E TERESITO N. W" ASSOCIATES, INC cap TABIOLO 11200 S. MT. VERNON AVE. No, DRAWN SUITE '13" SHEET 38826 COLTON. CA 92324 E Z (714)825-1082 —9-0 F CIVIL CHECKED C .E. NO. !: eggZ DR G N of A4IP � DATE r,- 16.14 —FILE NQ. P1 W,/F C T 51iF45T A10 OF19 Z , �2� x 1. I� 670 a O/.76 CA!//rt�ST BTUP�G1 G3Pr9Yr1t .- (.3•�-GeZ?GA VIAS-A7 ✓TAE�Ii' 1PR/rt G�GY�LATEiPfi'L „C"& ,Pl l/!�'S 5°x.52 • Ju�Cr/aysT,�c.Crzln/o.3 Mae /00 - .s �'lA/YHOLE No. 4- Lk- = l.3✓�"8 .� 8 7/VEP �C P �• `4 0 • 0 /,- l' ENO/8'PGp �Jr Q C»= 5 .F.5. _ < i Ile C Qf' cam= 2 Cove : :. . :. .. -- v/ VA 125 /'ICJ COrCA�P .rVA" ti Z 0 O�0c). 7Z7 02 A'P5. a.�as.3o: �1� z 4,,,e c"P /8"[Ar@.PT < �3✓4 7b 7b F. . ilo.G� c�B 44 P J/ iI lz4',�cP r-�so-o) � �ATE�'�L �3 t�le�'�c.P �-�) ��o �� ,�,: �:� �► � r8y�c pzaa�-o) 5 �AT�iPAL C C �GrN NA l� ' 0 � G L/ Q}//�/� < s 44 Bfi < s n zz W 78 h 4 . fP" ,aa��Cc�'Oj' ,��T��7�-,dPA� I � c�'rUde�- T O s r N L rta eE LelIV7Z- . CE 7Z:),v j g8 s , x .. � �p �/���cr> ss zz of��•� rtirv�-srsrr.>�circ/ •� _ � < � pF '�c' � � l8' � -O*G2�CY>CArEiE IG "E"�' AQ 0 i 'r -• IV1,4NNOLE No. 4- � O C N�.. tie _ • < • �e of g y 054 c>.r _ '�� I3��'` .. 6� _ _ �2 8 Etio � "/Pc•P r < � 0 7Z7 P E o el�cr� Q/41p, (0.5 CPS. L.F. qC-18N��,�o��� :I s��� ✓/� �f13.� �i �,� ..• .. , : .• .. : Y/cry 3 7 . S. _ , � � a � a i lot ��- < � < i x < '1• 1 < i ro e. o�o�o W6 !969.75 jLe HGL '/Q7 • .. - .. 1At 7,t.E TlOrt/ tNT� TTO/t/ a W5 6740 ieN faL3 'o MES9G)AvT.S7D,E'iY1 flit! 5138. LA DI ST. S ` W'5 .�� =.O1G2�GYM CArE/P,9L L„�� s _ . U CT70rV 57�'C.,eTt'�,�' JVo. 2 lf� �C'P� D•!3 � --- y`+FSL i� �IANNGL'E /Vo.4- H&AZ •c��- oc - - •- P Li r3�' _ Q/x a 3 C.Fc�, AF 4 � Cowc. Ccr�A.P w �/a 5 C�� < z ENO c31�•>F'G'/� , p '34 !5t Q/CLQ=3� _ 4 Q/c7- C.F.5. : .. . o V/crit v4ZA516 49 o� 0 l3�✓4 Vias- VA0160 4.6 t� ofd ?b 7.3 PPS. � 3 APs �Q' 0 �R 0 N 7th ? �v"MAIN �'9'C14t� &,r7 �AT /PA� "ICN �Co"�P.CPr a Arce ,,� ,, t " lam _22 C# �� 0�L" > . 40 a a a a a y. s t ti f q s � e q 8 ! 6 / E i X358 • • . . . : .•-. 135 _ a . � 5 � , . _ _ . . . , u!5 �6.�b •. L1/.�` 56.x' _ - _ — Le IiVT�,�770AI st7�ZO LA(///(QST 5rbriV HGL W.5 55 0� 11�f�'lo HFi�I/EN l/EN[1E STl��PM ;• h'o,P/Z. /"- ¢ t1 JZ/lo LR v/i1/ESr rd�PMraPR/iV f,�L/ct� f t8.lv��A v//vE 57S7 IN G 1354 01GbG�CAr��L /r„ e77 !: 4� - ,? O�.� MANfiE�!E Alo. 4- 6 �g�' 7X,4A,51T/ON STetle7UiPE�l,h 3 `O COGW STh�L�Tz�.�` No. Z = BC. G•A•C.FC.O. c/U�t,�17 Al 5. 5Z. 30 ALL SLOPES tsNFN !Al f1'ffT -• N ` /GYM= CF$ 77 (f TcI�PE7 �D. MG[lao �o� tai �o2F.P.5 Z •- o+io.of •. • pF/f'�� r :; F - • p�. CAT GT. B a - , or t ' a ota 40 �/ V'lw 36 f.tis. Nor.4oc (0? 49 40,E &ve .P _ G DESCRIPTION OF REVISION CITY - ��� DATE APPROVED QIM 4.IC.F.6. p cP � A I3 Co ' � p• ElUld Z4'rC�. 50 O c � ENO Z4"IPGP 7 t / rb�'V x'7y# eC SOX !8"CAr��' 1//Gtr= I3F.f.'$ G� e���6'�GP _ . . °- a • r �+ CITY OF RANCHO CUCAMONGA D ' 3v'MA/N �#8¢O 1341 Q o ro4. �34� 48"MA//V �.�1� Z�4"�PC.r�' _ t� �► w 4�38 �/�/yam/ //�/� P//� `) � �� I� t�V I♦ .V.!"• ~ �Vw . Q "M�/ `• ,'� LST,°�•V•P~• /7� fP8"iPCPt -I�� MR N a rZ4"rPCfg--1750 • 4 - NutsaN�� �COws °NLY STORM DRAIN - LATERAL PROFILES v TRACT 13759 `�� U` T-10 IV0TT5 e��� APPROVED BY ' DATE�o o73-p.3 TERESITO N. CITY ENGINEER,, i R. C. E . CO/vSTRIICT STORM Of/fi'/N NlArt/yOGE'ND. 4-Pl'FI C!r'Y OF R19�tlCHO TABIOLO 0 cUCF�r�rOn��Iv ST.9/VOFaPb 1�R�9Wi�6 ,vo. 32! lorgT/9 S/ �r/�c! o/V P���) No 38826 DESIGN o J. F. DAVIDSON RFCg ENDED colvsr�/rcr d!/it/fT/�N STPUCTU.PE NO. 2 PEEP �'/TY of ,4,vc/c.� c3 �� ASSOCIATES INC. P. ST,yvogp,� o, /�� �o d}� 944. CIVIL 11200 �. MT VERNbN AVE. 3 3 / to q�.y s tibw.v c+v Pa4�V) l� DRAWN SUITE0 D" SHEET O CGNSTPjCT c/Ui(/CT/p/(/ S7 PUCT��E /vo. 3 PE,c, e� mvA1r1' CJtt CTON, CA 92324 82 10 OF 2 Goon C�tiT.�L COLT N, CA 92 D/�'T.P/CT ,O.pgK//i(/G �,O/9Ti9 S/sb!•l/�f/G'� R�N> ._ ® C0A167_,P(/C7- TR4IN1MN 5;MX771,RE No. 3 �E/P C/TY OF /P.gNC./O CHECKED R. C. E. NO. C�e8210 DRAWING NO. CUIN/�'� p 5Ti1�c/o,+�.Pp flPAGt�/it/6 �(/O. 336 lnArrq s cv/t/a/v �r/4ws"J DATE FILE NO. l4 e 6 PROJECT SHEET A10.. D�' � �w Benchmark '07)6A1135 60111, -7 - OnX' ' CONT/Nl/GI15 B .M. 96-8 Elevation= 1430 .69 6 N V/ LL�ADMfIN $7f7./Sf�GYI N.W . corner Haven 6 19th, 44 A�?!ES I W . of Haven 83 ' N . of 19th . l/H�P/E-S .� zz -�r M� � p e y d•. . ". a • Q _ < , a. .,•. , ,rq •• '�.. , a: �,� E-Xis7- 4 rt ., Drive pin W ., Imo_ ' sir � ` � Q • .• . . pl /C .S . tag East end i X _ 11 � 4 I � _ of headwall for 3 24 C . M . P . . �5r �A�rFs �' eE /►� I I�:►/I� 57�,5/r __�ld M/rV cvic T/°��CTU� L T Jam' s (o'F/GLET �7 BYO b OPl/OrUr9L I( EX1eT. � � 1/A,P/ 5I� 'I L"ONC. "VSO/7Z-f/ �I l !l ti Q ` COrt/STdT `� + 7t�4" OPTCGWSTJT. ! • VgelES 4.01 7Z? SO-4 //1I&C-44e4gKL [� I_____ ' . ] _ 'rtgC�✓`�Z" Jjl �' 4"!✓1T715T[7. °. ' 1. CLEARANCE FROM FACE OF CONCRETE TO FACE OF STEEL SHALL BE TWO 61 • INCHES UNLESS OTHERWISE SHOWN.� /// /� L,UCA770/V /g;�_///- �, / ¢ f3C8 I /�•/1G0/S OrVALT-,M,15 7 /•5'-O" " L • �� ED�' //Z" c: LLf7. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTI- CTj�y rA �n�� T ,fir �,� N ,y 0 ? C CLQ. CALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR V/y ; r7 6�C! lo� 0 <r�P� ,�o LOWS �T RADIALLY) TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS r�F MoD oc�T�ory ���w p J-- -r- ,• OTHERWISE SHOWN. STA 717000 7a srA 7*�� STA 8t�� To sTA. +�— o X NOT TO 5CAL E Ih .' TYP/CAL NOT TO SCALE 1t/O7 TO SCALE 1Vq�� 111671E: T/E /�'JD5 A�t/O/i/FIf3Dl,/,9fk� SfG9GL " N 3. ALL BAR BENDS AND NOOKS SHALL CONFORM TO THE AMERICAN CON- eV_457 - �� 5' �GAL!/AN/ZEO STEL. '�4�/�M' 5�S • CRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED , �P/!N Le HAVE/V ftVE. a��vA�C 111"/Fs/5'7v/�4' /O' �A�/Es �o'ro zs.�' ,5_�„ ° CONCRETE", ACI 318-83, SECTION 7. 2. 32'727 �' �� o�. 4 . PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CON- 4 S � I ' 'r0/B' I) E6 /�(/D _ - 3 ST�lE b 47. q" flLT.LO,(/ST✓T • CRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED 5.71 PA(//!t/� �� P/lOPAC.Pf/l�//(/G / 11_1`1/ • �Y7�5'fZ' m CONCRETE" , ACI 318-83, SECTION 7.5. EXI✓'1r E'�'N� —--LL - � _ _ — — e ."�'9X d" /q"PEP Fr LLN/ST✓l _ �lGDST.✓T. ► 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 4Y ` INCHES OF INLETS. EX/$1r I/,/'- I F 6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN o Kl �' �'v TEL/ N L2�ADMA// D -- • . _ THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. {/�iP/Er ,>r0' 7D 8.0 � SLOB /TY�� F/LG,9Sf?EQU/ft�0 2- 4B�99i1S ' II I � �/� AX. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO Tl/�`1N�/C/fLE Aeo���B�Low N ( 4-'4 w � �'-o" \ ':;: 77C/1110,05 - 8'"� I 171 G" 5-p /Z THE CENTERLINE OF CONSTRUCTION. �j � - • 7. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 53 '� Q TWO INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN T/ �! "� r�i� ��;/�fiOOq/`. r PLATE A/ " ON THE STRUCTURAL DETAILS. SEC ON B ''• N , „ SPHC�•UG �p a 5rX Btu To 5TA,J 7160 �5A/L/�Vf�D �C`CT/ON STA. 7*.�GYM TO 6TA. e-r 40 CO PLATE EAG%F.SCE • 9�/Z $TA./Of40 71} STA./51✓`O STA. ��6o Tl� STA. /oto 0 8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR /1/071 TO SCfJLL= no/ A' ♦ N Ar 4- `� �$ PQ'/� C.0Ar11 11r s: fi9C//fACL' ;� S�Cno/V E E AWfl,N5T SOIL CG4�IFAC�D \Y PEf3 CALTigA4bl STD D 80 CODr�F4r 6-_60 L/liELOF/O BEVELED. *'471/ESc�/d" TIS AlLEAST X90 oFr1//X . � t,C� MAX. 20'CO//FF5 4'CO!/Ff5 •�r7Z)���%�or '�•G�� LA.c`3 G>�NS/T�. �P �O X � � w �� ^�����TO 9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PER- G• ` S MITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF /2' I THE ENGINEER. NO MORE THAN TWO SPLICES WILL BE PERMITTED IN �O nor ry sc�« ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES Le YwVEN AVE. y,9t/ it/A�/E ti I GYY✓EL•�4� , Jcs� /�GbFOF10X7 • P YE TP I4--(S,c) SHALL BE STAGGERED. LISTA/L FOP) tq —BO.UO y �ct0Bim" 10. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT 7,,. fie, �O /Jcr /J4 I/.9f3 /O �/ S 9?56'��3� /'yF/rt/FOfiCEME//l BARS �i COrVST. JOIrUT 5{p SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 BAR DIAMETERS �p"WALL TO rJ, • CO!/Eig7n ' AT SPLICES. /O ` • ' �' /1-Q� 11. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSE Z• 4, /, _�_ � /pPipUPA.C. P�IV/NG ' Ex/$r O CONSTRUCTION JOINTS. " PIR PIIS To + p, 6-x/sr PPMIVu ,> 12. TRANSVERSE JOINTS SHALL BE SPACED NOT TO EXCEED 50 FEET NOR `� B9�9PS B� �P}S • ►Ib' BE LESS THAN 10 FEET, MEASURED ALONG THE CENTERLINE OF CON- STRUCTION, ON- ` /�✓ (/f/iP/ET 601710 101,7' � �/�AD�,/Q"� E DS STRUCTION, EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS. /N 0, g3 CONCPiETE LINED ;r.� -� �'•�•. 5 3 ... /� iY!/ CO EXIST Gf3oU�t/O �+9AX. _ - /VC 5 - fes. Ivor �cHL 13. TRANSVERSE JOINTS SHALL BE PLACED AT THE JUNCTION OF RECTANG 'V'O/T�f1 sL2 NIAX�> - F/LLyS�'3EQU/f 0 /!/QTL"-'f/Er9Dti/�4LL TI�dLFi MOUEOI�/HE/V �X /B�XTG'/VDED N M50 ULAR OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS. O'TO 2' `• V/" O'To?, A 01RONWL 'LEADIA16 �cyA,c%vFL E�l�er ZFACEA99�T � 0 � _ o 7@d 14. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN w r ./AGf'/NG EN05 w G..ryON Ali," ."F+ A l�•6 OF REINFORCEMENT (ALL TRANSVERSE BARS IN RC BOX; B1, B4, AND SECT'/ON "C"~ "C" !! _ o e 8t ���s 2 OfRC.GbX B7 BARS ONLY IN RC CHANNEL) SHALL BE PLACED THREE INCHES FROM BTA. 8+40•Gb rO STA. 8 �y,GY� STA- /rot/O.� STA /!o'25 Q << � 3" 5 THE TRANSVERSE CONSTRUCTION JOINT. � 497 TO 5C.9CF it/OT TO SCALE - - 41 S fsS �uf/L LET #3 U"ST/�C k 8 ro f3Af7 Bs�9 SP�Cr�9l COrr/5T�3UCT/Ort/ �(/OT�.S PA�PAPET SS (SEE SHEET 12 FOR NON-CITY STANDARDS) CD.r/Sr. dl NOT 7Z� SGgL� J 5 ACE 5 - EE CONSTRUCT 10 X7 R.C. BOX CULVERT PER DETAIL THIS SHEET. D CONSTRUCT R.C. RECTANGULAR CHANNEL PER DETAIL THIS SHEET. (� � 917E Cm ^ � y- � � �• CyAiv�(/EC O�r/� CONSTRUCT WINGWALL TYPE "A" R CALTRANS D84 SEC SHEET/Zl ... I EACNfACEAICMEMG�` ) I i + l Ny/ (wcvcsJ B: 82 63 B4 85 156 6� r ^, � i •' • • •• • ql /S9RNO B9RN0 .N7 i9 AO A%f.W _ �, " YE/PT /ro�lz uERT �sIz ✓CST agiz ✓f/fT NO%vI l�fiT oRiz YER. /1/Z t lrio/vz. r r r T j �� t (3-O'HL�4/Z. 3 T/�P/P " • Z 3 ,y6 EM5 YG yq! E1U Cft�i/ � Lf C�NG7 Il/ !f{'6 vrw /AC/ lfNG7�1!/NG1 1AU f.GY/ f,�G7 i !f CONSTRUCT WINGhALL TYPE B PES CALTRANS D84 SEF /EFT/P� _ w V ' ) "7 ~ :• _ ~' 15.,?, /�I/7 /3 B /B (o'O" B" /B //!0" B 8" B�� B O" 9'3" E�/B;/6'O"Z=O" 6�/B /d 7",2'O' 0 '6' CONSTRUCT PARAPET PER DET R7 , �IS� SHEET. w _,.,.. J 3/ 7P, 48.25 �3 2/ I/f.RT) ii 5Z + QQ " - 1713 7&16 /0 D B'D" 7cQ��'9'3=�„5L�/B /3'_el/'-//' °J'O'/'-// 5�9 5 9' /' " 7�/0� INSTALL 6' CHAINLINK FENCE PER APW� 600-0.( �/E T14l /Z� -.a /TF + D' /�f/5 // /B 11' 7'7-11'-O„ / 7%/" 7Le9 (0 /"3'S" 5�/B //'-7"'/'/ 5�/B!7�0" /'-/ 5�9 5'-/" 7�cJ B'// .w C CyAit/rt/�L " " PROVIDE 1 1/2" DIA. WEEP HOLES AT 10 CENTERS PL E 1 CU. l%' . meq • • • • . • IA3 C./ICCTA�t/Gl� A/`3 ® 9 7�/B 9 5 T/D 7 /B 7 8' 7'/0' SC'/B'19'S' /' OJ" /8'(o'd" /' 9" 7�/B B'/O' �--1 FT. GRAVEL AT EACH HOLE. U. T. PER * AVEL. .\ .� � • 7—� CSTfI. 1!5-r1!50 TO NOT TD LE . 50' // 3 9 �B S'S" A 75 A ., t PLACE 6" PERFORATED PVC PIPE IN 2 C .: A �QpO OVAL 417,Live CAP UPSTREAM END & OUTLET THRU WALL OF HANNE "+ FROM ? ` / 5/� V/ 3.0' /0 3 of 4C'OJ R.C. BOX ENTRANCE. D/TIOJUAL �?E'/NFORCEME' CONSTRUCT HEADWALL TIE WDS D+r,,'SAN PER ETA THI BEET. -. I FOR JACKED R. C. �o� ` a ` S1D FzAc qu AAO rzRA•GE ox,5;-r'r� +4 7_46P5 A"� L I 0 J : HOIIiN 4//�i DRE/NFO�PCEMfN7 PER 'F3Ai/1,3eW Cr/-w L A,0vF ,�/RC IA14G �t/OTeS YEb2a(e� TD co�rs-rP ccr e.�.g. N�IFY s.c.�e:,a. (z-Is r-) r—' I r' / r' I W NOT 70 SCALE --�'I-) -- ' i I r, ; -t ,' r� z44-(y4°S 1 Kc.�s�4;8 uo res r'Iccr -5Txw�F kloeK ASF ,x/ ��� fJ, �J J��i1 r J�r�I off of F"' 4v rRr� r r N J, '37",") 96 STORM DKA/N t r 5'COrtre' TE +� �. PrIj O�MI/V St�.o r r - �T oc/ cEr 7a/HES N . ;�, a E T. w Gkb N 5 5 A .(/�'S EST T�i�M P� /N � C / I> A k lP� - SAFE T. //MIN, � u�j rY — �t` . a tee.el fl� T•a r Exlsrn :: - "....., 11=eZ6 70 y T%4 �. ,,,II. ,} Z� , J w . v 8,;�rG�afTCit .Gf�CftM �s/ �F a r . ON DESCRIPTION OF REVISION CITY Ki - G N S� 2�� I ?,� - i � ,t DATE APPROVED _ 9f SS 2/6g7zw t�,�✓N 4O�`{%X 7 f f e.C. V f' 6_1'5T 4" \ S- �, h//Tf/P9"f3C/�O!!� SEE S�`►�T NO- m /NSTAL /ASL.FOf"�✓" ,� ESf/EETNO ?O OV cn QFAMR75TGU4f30�f.9/L ti o m N CITY OF RANCHO CUCAMONGA 19 A?5EX/ST.E.P PE/3 G9LTfJ9N5 A 77C �, `V - Ali O*/7'5�B~E. I'S SNOI"lrV�SCE SSEFr / r � ) !7� BO��/ f I h �� c�° Q STORM DRAIN DETAILS �� .. 71 lw � 'N TRACE' 13759 AdolNQq �1, N/�I• "ON (� W (i = SO Ac/�/� �. CD. /� m TCET sTecrCralFE' OC r, APPROVED Y - E B ,� DATE .3 CITY ENGINEER G'/i4�y 5� e � /' P41(. v RM Q �I /Pg9Cr /� DESIGNJ . F . DAVIDSON E OM EN D 4c W -�NLFT ST• �- ~� TERMTO N. TFR. ) ASSOCIATES, INC . �4��:��' � �►. O TABIOLO 1091 S. MT. VERNON AVE. tL 1, O� * No. 38826 DRAWN SUITE o SHEET \\ COLTON, -1 92324 OF �) Q) W�t y 3'. x'93 (714) 825-1082 CIVIL � R.C.E. . 'M210' CHECKED N0 DRAWING N0 . DATE Z'��'°►2 ILE NO . RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. ReO.IECT 45114EET A10. l O�