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'30 �, '� • �► '�' , , g a � 3 g ." a DESCRIPTION of REVISION M 2 a &I DATE PROVED 46 © 3 s s � 61 ® CITY OF RANCHO� �, �� 2 � ,�, • CUCAMONG HIGH MEADOW PLACE ,••a 3 PLAN AND PROFILE 47 © TRACT N0 . 13851 HIGH MEADOW PLACE & TRAI LS END COURT CURVE DAT URVE A Q DELTA RADIUS LENGTH TANGENT Q DELTA RADIUS LENGTH TANGENT I ,2l , Q 57020' 36" 250.00 250.21 136.71 A a o�,� -� 210°00' 00" 38.00 139.28 141 .82 ��� e��110# `F � N CITY ENGINEER RCE No .22 97 Qe 57°20' 36" 232.00 232. 19 126.87 a 150 00' 00" 112.00 29.32 14.75 ��S ° = DESIGN 'MADOLE ASSOC I RTES RECOMM N ED Qc 57020' 36" 268.00 268.22 146.55 c 90° 18' 37" 27.00 42.56 27. 15 J•L-• CONSt1LTING CIVIL ENGINEERS 9• �e IM. lIdf1 � A PLANNERS -w"fm -spr I 11 Q 93039- 35- 27.00 44. 14 28.78 0 890 41 ' 23" 27.00 42.27 26.85 ; E><p• _ - �"� * DRAWN 1e20 AND E�5tet S ET s� cry 1'L �� SANTA ANA. 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CALIFORNIA 92701 ° � " 23.42 1 1 .71 L 93039' 35" 27.00 44. 14 28.78 f of c�vFoP 14 835-2548 E 03 10 45 422.00 F 030 10' 45" 458.00 25.41 12.71 ® `I' y9' 07 as.00 46.42 2G.8y + CHECKED RCE �• 14R14 DRAWING - 1•L• ATE FILE No- 52041 o52°41 - 31 " 750.00 689.74 1 371 .42 1 IV 39' 42" 732.00 81.21 *P* STREET PLAN & PROFILE SHEET 8 - 3 [Q. 1Oj��2000 400717-Mar-89 04:28 PM / 375-1.0,22-1 cpvrG (Q� TL J9 57r�-1144 s - INV BENCH MARK : s PEcl�c. tsoT� r _ - - - -- - - - - - _ - - _ s t..l be Pry:> �Id ��P� -- — -- raalec bore •�h f P.ersel S Dra�r+ tou e a - - I - The sn h -- - . ? Q? mss. to 90 .F I X IX F!, t2 - — s NS/Ttdr LL 5• -t-�- A►l m�ot of 950/6 rete Ctve Mpsc;hon For Ar rnlm um akp e� cn hes. a�rvic � t c 7T/ _ 1 i Ill�f, 504&bte F,.r x•kA�t Ied are o� HCJ - 6, �e i�+e n � v t be ba�ldr � b �v e >��� o•krslacJ Roc�- h - E rc 11ts}tr lt. 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DACW09 B-0009 � � Q O - j 7t!?E7�.cf/L f✓FPEd a a: ,, iy f - .. .._ _ DISTRICT FILE NO. 255/815�/2�� d ' EE os rwi_ 11E,Po N Z 1 y _ Aq 1 Co�.IG¢E't crv�t W I '1150t} i s In WAL!_5 INVERTS � - 39 RE - ;� rii/� 11i - _ 5 $8 f + C fit' !} o00 P /., 'd4aPi2 • AS SAVIC o0/ •� 0� 4tR0A?rol�i !�tADRT1oIJ M,pTCl,� Q Q4 `/ ./ CEWTERFD O + /' 7 �A ' F E /ST. :f? /0/'F . Ci �i/►/N'E el __ !N WAL[ -d J i Rv s sow 4 ws ,�N **Xmei. M 3 0 1 i _ - __ _ _ __ x2 -G Ot-O a a 44 0 00 441 + 00 442 �. ` ,1 ;I `�h, ��. �i WILSON AVENUE Jsl� g �� k • % ,� R I NFORCED CONCRETE Z IDI ... Q� � rs �EAoW= s� F�� "E CHANNEL SE I s�� st�e,�- r�� 6� 3¢ SECT O N l M� �Q� v� © h K R /ver[Lae OP DET.,►/ SA10x1A/ �� (TY,o/G��) ' ,5p' 14' 20' J-{ O NOT TO SCALE GhaMnt n>Z V �Z �. I J v {. 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OG-'TAIL S//OWN AT,?S7N C I�3 '' �► l l Shvow f�/E/7EON '� IDNST?lICT/ONlid'�i�T 1 .t Q� 1' — _ � ®•► © �erIl10K ��Cj NOT 10 SCALE -mar—="�� aUIST A2.C, T.P.4NS/T/ONA 44L S .�3 G� �. 10I Ams&l Por SHOWN f/E/1EON c7 I0� - - - aC tP �JT�E�IEO) 6 LOYQ tlWF IN.f0ili � CON-5T, $8. /7;r R. Coa/sT,2ucT 9"a C- A9VEMEiJT ovE� `��!` ° PER SEC /OW f/ERE N IOIf NATIVE(Ae As .0)VO ED SY s`•oma v!Oo A s5 �e « --�- • ASa SSAeY� Dea , 9uI L lesE� e�ti'E otl�. © �TdL =4 sjr Cl 11L C A497-CON '• .?ETA/W/0/6 #A& r CpNST. coQ ETE ��qqR ERS N— / CaNST. ZV. 3 L!R.C. Cf/.4NNEL ¢ Tf OF CAI�F�� ft�'R OETs!/L Sf10`✓N //EREON PEQ DETAIL �IEREOLI Itl�l'ALI. CN0.1 - ` P��-.DET.4%L SHOWN 4/ER iS/ a 00 BARS a/G''O. LINK Q[ut_IuG 7 Cot_- WW I / �.Q �n tST. EREO� Y L,4P d a li _ ' - —=- �rO%X 11- apeo `L �hag: a o c. Q Z g N T'w Is FN BFZ1C OP TOP O x / Q ��` �8 L -- 4440,104-91 EX/STgN r- --- - �1 _ - . -•ST�?L/CTUR E. �PEML7VE EX/S T/Nr - 1 �-� _ 1. /_ _ _ � - - _ - Q�EJtsF•�l!�S�clo t�D aF-EET AC PETS OF6H/x 3.5 %1 _ J� � ti .t �- �.� - ,� - Vol,.- - - - _ _ - _ - REINFORCED CONCRETE BOX SECTION pip �TI'� �OPosEO CNA+►J u.,k ,,G+`, AvvE� /��1 , I ����• ' ` ! - - pG _ - - - I� O Q 5.6F60 rZOUCTOW 800911Eft, RIDGED AMEA PrAUJfILAT[RALf, MWAt.5/T/O/V ST/?UCT!/,?E Td EXR2SE _ +, a - \Q:• -�t0 _ - - - - N NOT TO SCALE cc.s. co,.lar-fTE SCOSPULE CorJS,l-AJCrl0*J bAoTEs / Axrrlr,ES. STEEL RE/NFO.FCEME/VT TO c/O/N NEIY E 47+ d0 - r '•. - - � -�:.F- - - ' `- - - STEEL REINFORCING PER HIGHLAND AVENUE BRIDGE PLAN AS SHOWN ON SHT. 102 OFF 123 SHTS. DESCRIPTION O f REVISION 1 - Ct/Q/V/VEL - WA L" Tf/E _'S4 G/E LOC,47-!ON t _ - _ � �� V"./ - 45 S.�/oc%vN. " - � _ -' a _ i Z;•�, _ - _ - - - SPEC. NO. DACW09 82 134009. DISTRICT FILE NO. 255/102. DATE PROVED . . 4Cc�s 3S' '� - D.>A• - aP. D? -• NOTE: E S r t WI BE RINGS. ETC. t0/ THE B TO 11!' CITY , OF RANCHO CUCAMONGA , -1 Q �, � W> o.00 WtZo I 1M P y ''. OF THE WEE FOR WIRE, RINGS. ETC. TIE WEB TO •4 rr o REINFORCEMENT BARS, 2 MAXIMUM INTERVALS TO FI i. . '' • ' �l� > r 1 N SUPPORT THE WATERSTOP IN PROPER POSITION E'ONST. J A.C. ON N.4T!!/- 01'P;4S • TRACT NO. 13851 - 9' . 49' iry�p bslRfE .' a' �,(G• �! (` �� � r •APP�POI/ED BY$.B.C.FC'.D., DURING CONCRETE PLACEMENT. A7400 EIJo TO ✓O/N EX19T. ACCESS /f'OADS- �`YPIC& ti• — _ _ � tow.r DEER) CREEK CHANNEL CON So1'12UGT 101.! �_ -_ - l05 M IAI. OMAL AETWSE N AXAV d 105 C11ANW" /A� =&r ANO w,AT6lt57OR r msnNC� wvv '�""'"• "K"`ss AT WILSON AVE. CROSSING DEER CREEK CHANNEL rua�P s. -0.0 �,,,, A ED BY 1 9& CITY ENGINEER RCE No .M97 S. B. C. F Q PQOPE2TY Q " S 8. C. F. C. O. Pt20PE2'TY 3 ti°1'' ��o��s �R/o •//s',wia• rv,rCrNEss DESIGN MADOLE ANDASSOCIATES ;ECO MENDED R_M. CONSULTING C i V IL ENG i NEEJts lire p•r• LAP 0//N lX�4,vs/r7N ��vT.c/Lt�R iccsiac �C'c rx4�sir�oa 0/w« AND LAND PLANNERS P* TYPE eoSeJia 040J. DRAWN 1020 E. 16th Street"A" JOINT TYPE "J " JOINT �-B MINENE'7 CALIFORNIA5-2eW701 F." NOT TO SCALE NOT TO SCALE CHECKED rL RCE NO. 14814 15R1 NO . RM ATE 11- 10-89 FILE No WORKING PLOT - 39 [0. 1 OZ]ft 2pa0 �� o v-89 03:20 PM / 375- 1022-1