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" 4.ZN jZ-C.f? -p-1300 42"2•C:P. 1> -1-300 4Z" (Z.G .I? 17- f 300 `}Z,I ;Z.G.p 3)- 1 PRIOR LE HORIZ. 1 40 LINE F I VERT. 1"= 4' i 14 00 13+00 12+00 II 00 10+00 -4et 12" 1.'(t + + s +•+ --Normal jant .L' „•i � 6pOCf T:71A 4;ZC G L 3 f_70 M a G 48 !J I C Pipe extremities / y —Anaular Interior su►fee•—� space of pipe \ ✓� DETAIL A •t' e4 CiKu1N p ties. S•• TYPICAL JOINT FOR Nj FLELOIn/ REINFORCED CONCRETE PIPE I� .�'mm...� /-Cut N•.I TABLE LL) 9�• �\ \ -- --- 02 L T PERMITTED I N "p Cut No. ——�/ (inches) (inches) (inches) DEFLECTION.4 '0 0 0 ` hn• 12 12 4 2'14 EXIST/NCS SLo" R.C.P. TC REMAIN PER DWG. NO. T�2-D O ,11 Q .,. ✓ J c ^ — .-- 18 12 1.40' a D • I 21 12 5 1.29' 90 Z 24 12 6 1.20' T ., at 12 � Cut Nth i� f line 27 12 1 7 1.13' 1 30 1 12 1 7 2.07 J ---- -- eat Nat---� Q _ 0 PLAN � 33 �a a For 36 is 9 1*01, j.� 39 $6 9 1.09' O CIRCULAR TIESJ 42 a 9 1.05' PIPE DIAMETER SPACE BETWEEN No. OF 3.14 (Do-0j) 43 4 O I� PIPE EXTREMITIES CIRCULAR TIES 10 101 r 21 or Nsf 2yt 3 49 b 10 0'Sa 2W�to -or less 2Y2 3 DETAIL B 51 a 10 0'55 33 to 50 2 or Ins 4 (Sono-Tube,or*vial, interior fore) 54 1a 10 0'32' /C • I i1 ty �Y �� �'Ir 4 60 to 66" 2%2 or less 5 37 a 10 - Z . .. 60 2t II o•43 - 1 rd g7 S/ Where the spoe• Eetreen the pipe extra ties exceeds 25� inches,the Rum6•r of cwcvw ties "I of increased 66 2t 11 0'4 _ 10 maintain a maximum spacing 01 6 inch's center to center. Circular ties Mell have • diameter S inches 9� r— E X IST. FI PE �P POCT Or•oter than the outside diameter of the larger pipe. _ . CxI`jTI+�lG 676 r r t.187°{� Z°E EXIST, ZI"e,G,p INIDUSTIZIAL VASTLL-IQ_ IZG1� GiTbtZM TJRAIIJ -- - - �� - �� �' -- `✓ 00 Al Q 8 STREET $2,c,F7 DETAIL C CONCRETE COLLAR d=65u34 1 e = 92''�01¢�1 o -Zoe000C,' �z L� R�s15-70'I R= ZZ SOI ® 1 �{ - ' �✓ $�= ZZ-50 L -F- 14 4b 3 GoN�r12uGT(or� NoT>✓5:- o Q A L " 36 ► 7• �' A 3.. INSTALL 4Ze Zcf' ?EiZ STP. PLAN (P- 1300). 8 p �+ T- 23,`jl N (� o Q O �Y alj - r N 430 T = 3.97 � � /0. GoN,iTie0CT GONG.GOLLAIC ?ER DETAIL"C". HEREON t j(��p + + ,- y_ � � lU N + + 0; Z CITY 4. GON�iT�UGT M�.NHDLE TYPE •A 1�EIZ STD. PLAN - WitQ, c} Q N m N N < N O 3 OATS Q v r - DESCRIPTION OF REVISION 7: coNSTi 2(jr_r c,ONC• Q1PG SU?Potzr MP DETAIL "B"- SHEET NO. 7 � � � U� � U � � �`J` Q U < v � O "� c0 to 15 N311v' tO rn n � Op o � � REMOVE EXIST. GOLLAR Ip I� � - r u 4 CITY OF RANCHO C �►� GA !�', KEMOYE EXIST• II P - I7 wt IA r' N o 3G RCP LUG t=N WITH 1�1CK Mo2TA cz, • 10 N N T 0 2 Q�pFESS10 STORM DRAIN P► °Q�E• Hgss��� LINE F Z ro 4W LINE 'F' STA. 9+50.60 TO STA. 14+36.88 - '� No.23017 5G 017 y BENCH MARL: EXP. 1213 DR. 87- 77C MOTE: MAITRACTOR TO CONTACT OWNER OF WASTELIAIE"(C.C.W..D)1 COUNTY S.ENCHK BIRNARD7.0.2e c25ee1 APPROVED BY � DATE-. le PRIOR TO BEG/IVA/ING OF CONSTRUCT/ON AND EXCAVATID�II POUND BRASS DISE IN TOP .2 LAST END O! eOUTHERLY A 31 q••�� CONCRETE END WALL OF TWIN 2 FOOT ARCH CULVERT, 3. 5 '7Jf0 �V�`\EQ�' -D •CITY ENGINEER (�Q RCF NO. IN THE VICINITY OF THE WA5TELINE• UNDEIRD/RECTION FEET SOUTH SOUTH RAIL. 5.5 PULLS WEST OF MILE C F CA ` OFTHE INSPECTOR. POST 05, le Se FEET WEST OF ROCHESTER AYE, S, FIST DESIGN' Gcs� NORTH BELOW TERLINE PAVEMENT O! 6TH ST. AND E.1 T I / PACIFIC COA5TENGINEERINC INC, FEET DELOY TRACE. (/(� ELEVATION 2220.657 DRAWN. 27231. BPASEO ESPADA. 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Cot4NEC-T TO '� Pl, 10 10 / '' R•G.I? �11f1QG �•' pSOS'�ty $ 06 LING- H, E IM V EN AN 2 9 ( STA• �+66•SCo ¢Cotrc.Cdl�+a ,--.,�, R R 59c.F. �- STA-10+016-00 -o0 - P R pito EM r PLANC P.M. n0�( � _ IO 3ca�N �j-+t R c.� EXIST I�- EX/ST 36"RCP �ZlFM �IZEPLac�E '7 S•'fY�G i� I;A=4E3�oo'00� b = IZ'� C =4.37,'D= S�� E=2 5i i 5 00 EX• F� 1•S 3 �a = 1 73 L= 2 •0' , 25.oo r 10 EASEMENT to tZ.c.P CONC. C-OLLAzz. G.8 FoR waT>aRu►.IC �.. �_....._.� ,% ��i y---J PoSEt r 15' ST:'Dr .SE7�IENT ' z z � �-r" ft6tM or fi EX• W,a.TE�2LINE _ _ �"� �' �YL Irk% w BOSTON PLACE EXIST. 3!e'�R.C.P PE1e - OWG.A/D. 7vJ2-D To �� `� ,h • Lv L►>vC P� S Sii c CT G REMAIN. co �� II �/ ,�� � ,y•`L1 ' �� 2 R/I„� C-S a ��2 o PARCEL 3 P. M. 8648 VARIES 33'HAx. J C N 3 i3 4' /4't EX_30 12 C.p 44 I I oc �' pCJ2•'DR.�¢-D2 01 ' VARIES vA�lEs 14� rj (PRIVATE) Tb 1EMaA! �, '�' �'�f' �I �-EX/5- /2"R.C.P. (/RIVATE) ?D RE vA/. ' II 2.5 M/N {� 3.0•/"1Ax. g 1 2 4' it I.5 �- BUILDING C z Y - // // Q DELETE REMOVAL. 33 _ DETAIL E DESCRIPTION OF REVISION DATE ri I z ; Z L f z I a FLOOD BE IM CL N� 5u�f 9cALE : III- 4d1 CITY OF RANCHO CUCAMONGA � -� GorarrnQcrfo�l Norte I , • .�,_, STORM DRAIN PLAN 4 a 1• OF-MOVE 4 We?(-ACF, Ig 1Z•C•P. PER C.R.C. STANPAiz� KAP 44. QRpE ESS/Q�;� t 2"K-C-P Rae C.C.C. STANA4RD PLAt S. ���� E. �l.� LINE G 9. REMOVE IZG"c.E 7•s. TyPc '�.' MME C-R.C. sTo. 506 � 'ac DR. 87- 56 10. CO NSTROC T GONG. C.O Lt.A.R PER DETA// -Cl, Sf•/EET NO. 8Qf NOTE: R/GNT OF ENTRY AND ADVANCED CONSTiPUCT1iDN It. �2�dVE cXI<T- 33" R,C.P. �- �� I LINE V STA. 6 + 66.36 TO STA. 10 + 00.00 C IUOTIFICAT/ON MUST BE PROVIDED TO AFFECTED 14. Gor�IsTaucT '' I2.G•P PER c a.c. sTAw>D�.aD pLaNS • eaNcn KARL: PROPERTY OWNERS AND TD CITY III/SPECTOR PR/OIP COUNTY 0[ SAN DERNARDINO " TD BEG/NlllIIVC� CDil15TRUCT/ON. COUNTY SENCHNARK NO. 700.2! tleeel APPROVED 8Y. Id�� GATE: FOUND SRASS DI9K IN 70P OF EAST iND O[ SOUTniRLY qfF \��Q,�`P vy CITY ENGINEER cJ/ RCE NO. CONCRETE iND WALL OF TWIN 2 TOOT ARCH CULVERT, S.S 4F �{1l TaET SOUTH OF SOUTH RAILP. , I. PULLS WEST OF NI Li DESIGN REEF NOR SS, 3050 [EET Wa9T Ol ROCHESTER AVE, S� TEST TJL PAUFl(,imST ENGINEERING ING. D�'y 1 _ NOR O[C ENTaRLINI PAVER ENT OF STH ST. , AND 2.1 C<44 9 L7 4u FEET SELOY TRACK. j,.--.— I NOTE: ALL EXIST. /MMVEMENTS DISTURBED DLI�PING iLiVATION . 1119.833 DRAWN 27136 B AsEo ESPADA . SUITE 1122 SHEET f CONSTRUCT/DN SHALL BE REPLACED TD THE �CI� SANJUAN CAPISTRANO. Ca 92(075 9 � I SATISFACTINI OF THE CITY E�t1G/AIEER. 7ot3 Ho CHECKED GNAWING NO A/ 4 1 J E H sEP9 E.HA C-LL RC.r_ 3017 DIATE 7")F-cT SHEET 1.0 OF / I 7