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HomeMy WebLinkAboutRc St Improve Plans 297/1 Thru 300/1 297/1 297/2 297/3 298/1 299/1 300/19 8 f l :;��29 9�%1 3 p�p�l � �. ,. .� %i < m E',I$T GROUND u'), 0 41 LT. OF (D ul� a, 1090 + 0. 8 O?/Q 80, V. C 10,90 CD p— C) 200 V. C. 1201 V.C. c� PROPo D Tc, C3 0 + A SE r- CD C) c� `� C-3 06 co Ln co =:. a) CD c U'� (m I,, r"I co c:' a, C, C �2 + APPROMit-14111 GRADE CHI FOR FUTURE ROADWAY LX C3 - .0� 100" Vx. 01 Ln + co C) c� (F'XIST +1.47 11 % . —­ - I u c� cr. CD C3 + CD C:) ri S a- I bol v. c. 32-' V.0 c� 11 (D 1090 c� CD 1090 4;0- 01 01 + - —82/2 u 12 C) + C) w '10 �2 r,. --T ja� 0- C) 01 u co U ca cy, Q o' PROPOSED 17�1 6 C) 00 CD CD 8"v- C::, :I I L" 215 'L� 11:31'8 11� i:� 9 cy, C:. 1 2.b-, v -c. U;In' u no +�4'7 /0 ca 01 �C. co ,::. (Z) Li co m m I,, u m c) r!) q CC) CW= L", n C) 4 100, V.C. FUTURE CHANNEL BY LLj U.S, CORPS OF ENGR'S. co u c� In vl� co CD I 10c, T.C. + C) c) u1% .:i EXIST GROUND A4' RT OF 1090 iO9O + If C3 ge C.3 �t PROPOSED TC LIN Co ':Z� I,, co C3 I'- r� TI- ;t CD C�) co CD Lf� CO C) LLI k 'o i Ob" v.C. PD FIL '-E HORI.�,,C 4.Y VERT 4 '.)+00 1 2 3 4 5 6 7 6 9 > BM#168A- FD. CHIZ.�] S/E COR. R.R. WARNING SIGNAL E. SIDE C'It�-44—' HAVEN BY A.T. SF TRACKS ELEVATION 111&817 uj -3 3' 40' Lli 50, 5d gill 11 PROPOSED R1W LINE N cn 1 1: PROPOSED URB LIINE--�"' EXIST R/W LINE F-7 cy, —C\i Iti rr) -o Ln + 0 4 5 —F 'S Lu ro 4 IV I EXIST RIW LINE PROPOSED CURB LINE PROPOSED R1W LINE 5d 1+ NGTES. I- REFER TO SHEET 3 OF THESE PLANS FOR 33' 40' 3: U, TYPICAL SECTION. 0 ui w 14 2- A ADJUST MANHOLE TO FIN154 GRADE -i 0 1­- > 0 0 U) Ir 44 4 4' w z Q- < CL ui clil U) U) CL wc, No - ZcM- W. 0. NO. FIELD BOOK REF. '742675 BA COUNTY OF SAN BERNARDINO ELAN ROAD DEPARTMENT H02686 3: 0 - SEVENTH STREET LU ROADNO. 40 orsIGNED 13Y APPROVED BY, 742675 BA-1 2RAWN BY ps �' I ��' " , ' "' "' ' 6* " t TURNER AVE. TO HAVEN AVE. LIMITS A551 0 Cummiti'56411-ENGR '15ATE REDUCED PLAN8 1 113 "Z CHECVED BY ..... v I 101-105 CUCAMONGA AREA -I I it 1,11111 lily fill# )ATLRECO'Tmi?�ED BY. E COUNTY ENGINEER-- SHEET IMARKI REVISIONS JAPPRI DATE, of 5 k3 INCHE� ON ORIGINAL PLAN-1 2ox p 0) 4 c" 0120 I 20' CURB RETURN DATA I CURB RETURN DATA 8=90022-138" .8=89029'45" R=20' R=2CO T=ZO,17*I I -;=19.82' L=31, 5 5i L=31-24 IL a PROPOSED R/W EXIST R/W LINE PROPOSED CURB LINE PROPOSED CURB LIN j EX ST R/W LINE C) C) 4 . EXIST, E.P. + EX I ST E. I C) In --- I-- rn r 114 115 16 17 18 II 12 T SEVENTH STREET— 1 uj LJ 7Raer 0�'q eO S70 /,'6 PROPOSED CURB LINE EX I ST R/W L I —PROPOSED CURB LINE CURB RETURN DATA CIURB RETURN DATA PROPOSED R/W EX I S R/W L I NE LJ I A=89037"'22" 6=90030-'15" CURB PERAIT E10163 R=20-' R=20-' - m T=I 9.87' NOTES: NORTH T=20.18I SOUTH Y, - r L=31.26' Li L=31.59' ?1 1- FOR DESIGN OF CENTER AVE. INTERSECIION I IGHI J� WAY88' RIGHT 0 LD REFER TO DRWG. NO. 222600 5A-93-89 SH 2 40"�- 4o, 12, 32' 1 i�4 2-THIS DRAWING SUPERSEDES SHEET NO. 1 >< I,,:- 'I I uj lit OF FILE 829100-JA-103-1 05 4' 7.5' 81 12' 12' 121 12" -Z rl-EVEL LINE 3-REFER TO SHEET 3 OF THESE PLANS F( 1 12 uj TYPICAL SECTION. )R 0 54' 10sLo�E.351 0 .6 0,951 1 _51T 0.781il !�i 4-AADJUST MANHOLE TC FINISH GRADE. �74 11 —N 01 MONOLITHIC CURB 6 GUTTER CONST. SIDEWALK :c ig AS PER COUNTY -K d v~i 11, STD, WHEN PEdO. SECT lot, 0: L-) C-3 (n Sta. 14+50 to Sta. 18+00 DwG. No, 291 FIELD BOOK REF. 742675 BA COUNTY OF SAN BERNARDINO W. 0. NO. by- pems-cl 9—a— �'A, DATE ROAD DEPARTMENT SEVENTH SOTREET IF TURN -R AVE TO VIAVEN AVE CUCAMKONGA AREA H02686 Vy-, 4p-p ROAD NO 7422675 BA-2 DESIGNED BY DRAWN BY APPROVED BY 4- , -4 FILE NO. 101-105 CHECKED BY ASST. ROAD COMMFIONER-E R. -DA-T-C SHEET 2 of I REVISIONS ,APPRcN1EFIMARK DESIGN ENGINEER -00-U-NT-Y-E-NG-1RE-ER-- -ITAT-E I REDUCED PLANS 0 1 ?— --13 filet 111111 11111 , - NCHES ON ORIGIN,Nl �-3 IAL PL a - �—. ' � . . `� ° a � -4 � G � � ./ •1. a v i � .n •j% , LJ CL PROPOSED R/W LINE PROPOSED CURB LINE EX 15 RAI LINE _ --` -- I _ L1J al 0 21 22 rr�l 23 24 �-rnrr �.5 �26 -{-� N z _.I ,! W J rnI LJ EXIST R/W LINE ' FROPOSED CURB LINE- NOTES: o PROPOSED R/W LI"NE = 1- THIS DRAWING SUPERSEDES SHEET OF FILE 829100- ` 1.uj 103-105. w 33' 11i 2- A ADJUST MANHOLE TO 101, FINISH GRADE. 3. DEPRESS GUTTER LIP STA. 18+92 TO STA, 19+50. TRANSITION TO NORMAL GUTTER SECTION STA. 19+70. NORTH...,.--. O � RIGHTR OF WAY � E8� � SOUTH — RIGHT OF WAY-. 99' - _ d �y 12' 32' 32 t2' ll: II I t LEVEL LINE, i' _. .' I SLOPE Q.O 0. 8 1.26' 1.00' N 2 0.54 0.90 I — „ . W. 0. N0. D , ,, -mot SLOPE FIELD BOOK REF. 74267.5 BA COUNTY OF SAN BERNARDINO �� t ' � .�..�.. to-�,re; -;rar; _.�. N02686 •' — - a�v, �zraa<, sIol9.d�{os1. e3. .-= 'BOAC) DEPARTMENT SEVENTH STREET MONOLITHIC ROAD N0. GONST. SIDEWALK W £URR 6 GUTTER R=72 TI=5.0�2 is 2° ASPN. CONE OVER NATIVE L AS PER CUNTY 4 .. i. T' APPROVED BY 7�i 2Ei75 LA-3 STI. WHEN REDO. DRAWN By a�J oRAWNeY QC 'CST.�RUADCOMMISStOER-ENGR. OATURNER AVE TO HAVEN AVE FILE NO. TYPICAL SECTION q — Y� /�,I:� f'(� /� F/� �9/� /� /� C /� 101-105 ��I � i! CHECKED BY CUCAMOIV�.�.A AREA STA. 1'00 TO STA. 11+00 AND STA. 21+00 TO STA. 26406.93 i RECOMMENDED BY 3 - - - ! '40 MARK REVISIONS APPR DATE"" ctii DEsien LNG ENGINEER COUNTY ENt;IN ER oATr ` SHEET _ Of_, -, _ 30T:__ REDUCED PLANS 0 1 2. r 3 3 INCHES ON ORIGINAL PLAN u . I � I . . 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I I I . -_ - -_ 1 4 T 41 A � , I - _ _ — - . - - rl)FMOVE EUCALYPTJS TREES WITHIN STREET RI W , - 3: -T �_; �_\,/ -��_ & __=_T�1c)__z __ �-_—­­ I x , __ I 1. �, . 7,; W, I .__ - __ ­— I --- , _,le <1 ,;,, . — - ­ j LL 1: i — ­ --- .1, * 0 N-O0 k-- // � _41 - P3,'l I '11, . _­ I _. N 11 I \ ­;'-*Z�,--,., '! , I Nro 11 21) 1 1 , . . �,`. . -&4, ,� S.6-CTION ,4 -,4 1, ti \, = I 2 -_ I . 7 .. .... -\\a '0 P , Ww " -q� C,e . install Sarricole Per City of __� � , I> t, < . 2-51 Xa -.7. q.? 11 4k :) -,�-� . ,�, P �, /Vo se -le � I 4_0 - -w- - .1 ,Z , 'SL, 1z Rancho Cucamonga Sid. No. 305 : �1' ,� , 7 / __. I � I - I 1�, *_1 1� I I t 0 1 6 , 6 A, �!_ I ��, I ,z �i r, (1, V I 1�1:1 1?�_'��, � . 11 4,��' I I I , 4z) � " IN � �(�, ,� I -N, L (Z ,tI 1:. t 'Ove" C'�- I\t (11 \,P' A I _it I < I 4LI 1A " P �. , ?,. - C) , � ; F� ,;� ! ; %, - . - � M , ' 144 . I - 0? �(j k '�\�\ \ a, 2! ,� � ! i� . 11 I ;� __L 4 ",'I f, , M \j , N, . dp - I oe,'K of 25 r,P" �i PA R C LE , I �, - I 0 1�i 3 141� I 11 (6 � $, , ,V/ < � PARCEL , I \ VACANT FIELD D 4) �� 11 .10 I -,q � . WEE T 1AfPRO VEMEN I S � 051. fe�o _�t -1 6 , CURB RETURN DATA ,� t� I � I , PLAN 8 PROFILE OF 57 - " .1 I),< � �Iq — - �­ 11, '. Lek, U I I I — I SUMMIT AVENUE - " __1 - I -, - ,-, . I � - �-, ` . , , , - ` � - 4 - , � --; r , * - - - ___ , , - - ` , , __ , r - - � , - - - - - � + , 7— , _T_T__ - L I T_ j 1 4, -L. �zr_� - � i I - � ��__ * -1 I � Wi =�_­�;" . I I I I " I I , , I T ' , X_ I __ - tk I , - - 171 I �1_,T" k - i � - I �, , 4___ t I I I , � I ­ 11 , * 1 7 1 I- � � - 1 --7,-. I .1 I - 14 - , .., , i A - .1 � -, � �� � � - -, - .1 ___ � , - !I-) .- ! - I -L I � ,t�___ . I I ��, 0 I I 1 It - 89'53' 46" ,�r I I IN .geq h lb R = 25�CO' � - , Lli �11_ �! � I w 0 � L = 39.22' -1 �i ) ., z 11 q z DRI VE . \ T = 2-,,C-�' I , Ia I,- > I LU 1�4 ES I w SHASTA I I � � G 0 I � . I - � - _ — - - - - - - L - - - � - - - T_ 1-1 --------- ____ __ — - ----I oil I" M7-iimum A. C. Overlay ; -1 � --­----­- � ---- ------- ­ ­,­ i P M. 4029 30, - 3-0, _ - _ _-, -.-.--- I ! SHASTA DRI APPROVE '-�' I ___ - - ­­ __ __ __ ___ - - I - I _ - i t� ! : 3y- _ d - I /Z , 18, 8 12, . @ 3" A. C. Pavement L - --------- � ---­---­- ­ ------------- i _ _. VEER — RCL -eludy Z-11-1-ALE __ . - 0 _11-­L�­ ___ I ____ < - � .1 ! C3 . C on s truct Curb (8 " c.f.) and 18" Gutter per City of Rancho Cucamonga Sid. No. It 5 z . ,----T------ /--. -, 10-5, I 0 � -1 DATE . �:� I-5-5, 5.5* DESIGN GEORGE Hi MIM MACK I 1.7� . � __ - I I— - �=_____ Construct Cross -Gutter and Spandrel WtG' pet' City :,f Rancho Cucamonga Sid. No. 119 t5 H;GHLANO AVENUE � /� /V. - CONSULTING CIVIL ENGINEER __ . - I / , ". L,"r ­�, 5,0 04 , a, 44' @ ,_ 11 , 1�1 r�/�_ ?0%---__ ,_-_, 0-13 , 1�1-1 � -61- - _��,__ - 3 ;'e"I", .;t,� I DRAWN 214 S. EUCLID AVE. SHEET � 9/, = — - - _r 1�� IV� ONTARIO, CALIF. 9fT61 4/ ... .. - - _;��L�_-?�-07_._ , . , te, , — - — - 2 ___ -1- I'll/ - -) 1% �7 f 11"G. NO - a " C,r VICINITY MAP � , I 1, '2_9 QU 1:� wz� g�e -F�CE 9399 TYPICX ( ILT 1-1-f" Com,-Ad.Vzj� AlArVRAL� 15A--- NO SCAj- - t'/TK- 24t_,a&, , _-.-- . S"ST,4 ,0,--_n1,_- --- ­­,. __ . __ I , V\ - � U-� 1 .26" 3cly, F P R ALE OFILF- Sc HORIZ.. 1*- 40' L V_E�t I= A- �17,eF4 A), -, To R. cO. 6,ENERAL A10-r-cS �,Fmic 7 __A.,r15.,F 'W AMDARP 0, -4 i Al-1- vvoR1e_51-lA1L 5,F,-hRQ?RM_c911VACCOl,9AlVC- 17'1'�71 4AN A100 57 L A _6p ES .9 IV, AIVL? CITY 0j"RWAVIO �,CIFIC,47-10,V,6 F0,? o,,1gZ1C tVoeV5 co1v57A,4CT1OA1,LAT T5 /T/0 lVDA RD,6RrC1F1CAT/O/V5, LA7E5rEAq1,-1o1v- ClIcAMOIVGA 57A �4 cr o,4lvY L-NcR0.h6.,lMEAlT eNc.INEERING 9, 49WENT PRIOR r Z A -.-,PMlr WILL BE 9eQL11RED FAWM 'rHF- AL-M 4) OR co1v,,7Rjc7-1ov wimla rw s7.,rE.-7- RI&Hr- OF - wAy 0& -' ElvT It gE c- IV �f 7'0,? 7" ,Z A05OL14TE57,4ffFS.5,q4LI-,6,FSET,6rTHEEIVCIAIEER TOIN L T 0 (T AC 0 CW k3 lz-t sreilcr rxE waRg 7V Pi AN G,?4,9,Fs- 4LZ plp,�51INeS 09 511,957,eZICTURF5 OFANYA'11VO AND 7-rL5p17,0NE OR P,9W6Rz:e_Esi W.47ER 5,VOWIV (,,e N07- 5,YOWV CV 7'141.5,-4A1V Wl;rqlN 7?46 AW7EA'6, J14L V55, RY09-4i'17-6, ETC� 4� WPROIIL-445 ORA' 5 0 OE 4 LIA417S OF 7-,q15peWFC-r OR 11V,4,9J,46F1V 7' ACFAS h IV!- W 7 'n � � ' �, I 14 00ME 51 -4L4 �VERFM041-=19 ATIVO C057' /-0 TWE CITYOF N %_1 �IA RANCM =4MONGA. 7-R4CTIOAI, TAIFUCH&AC'k�cl4l, COMoAC71H4; OF H,',4,5AVVM5NT CONS T C41AW L�L�(Eg a"v �zc_ 57Z7 70/V 7-,F573' 01V6 -5, COM, AC7 OCI491"AL 67,CoLfIVA9, .41VA? co5r To r145 N ALZ g&gG,?AcE5 514ALL,6649,5l?F0,eMFPAT1Y0 W17,11 7-1-le5E C01WF,4C 7-10H 7-,Fr2 rS 621411V -cPOR7 WARRA.C. TO CITY OFMAMMO Cl1CAM0`VC-A- A WRIT7'EIV R 5�41ALI 154117-TEO 70 7'14E RAC75 AA9AVIV15TRA 7-10/V 01VI6101V Oc 7WE EMWIVEE911VO 9E 5V C01V7- Ff M- 11 MEAIT-POR 4,-,-,f0l1AZ -XIOR 70 PL.4C.EMEN7' 0/� �OASF W, 7_6'91A irk MW 4 L AN9,109 IML, 11'5r C 2r PEPARZ 3'OYFeZ,4 f,4C _641,q'F,4C1Aj6_ Z_z' 5XA10ERMAR,911.10 CO. 5!1A'VZFY0-q 6� M- /,�q. 4 05, COACAETE /V,!//- WICS 7,46 Y_ 010'MIM 0j,_ I -A jV C,- 15LANO 0 p7l Aecq1,54Z0 AVE. 7/5'5AF�,4 7 -9 R ArrER e 5' ZNM 0,- TgAcAIC aa) 57, - ��FO�z .. I 7AMCA-5 1;7&. 9' 9�y -5r, 515, ;r15, R 7W, .5,9 A4. IZ, 7 17 t�� 11 ;�, W-ew ONTARIO I'vMMATIONAZ WAUIVITYMAR 300' 2-0 x �OAIMRIOAOO k 5F.FEDWA Y 10 40 M,KAEAMER _-0,10'0VF,?LAY 'IVG 70 .1011V CCA167-76 �,_'g .5,4WCZ17%FX1571 ,-eg RAWWOCIICAMONGA COW,67- 0. 33'.4. C PI4M 7 SrANDARD AIO. 11-5 OVER 0.60'C49.4.6. TYPICAL 5EC-1-ION zi, ozoewZ4,1e, cave. l0iexlf:l'Aw FIELD EOOK REF, CITY OF RANCHO CUCAMONGA ENGINEERING DIVISION �u BY APPROVED by SUBMITTED BY E.L. 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R&COMMeVOC-0 j9Y STA'.3435.01 TO STA.5+26.00 ci "KGNEFR R.C.E. 23889 PM. .4 731 DATE. SREET I OF REDUCED PLANS 0 It 2- .3 1, let I., itlll.t ful-I tittle lli� INCHES ON ORIGIWAL PL"Nl,, L I t