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HomeMy WebLinkAboutRc St Improve Plans 961d/13 Thru 961d/18 961d/13 961d/14 961d/15 961d/16 961d/17 961d/18:1:�xi.��/ iv CONSTRUCT/ON NOTEdS �t 4 CONST. 11" A.C. OVER 4' C,4 B. so-- CONST. 8" CURB 8 GUTTER PER STD. DWG. NO. 303 �60����--CONST. 8" TO 6" CURB ONLY TRANSITION PER STD. DWG. NO. 301 0.J— CONST 4" SIDEWALK PER STD. DYVG. NO. 310 J J ] 1 j to .:_+ 1\10, 129139 /4 /5 40 0 40 - 4C scale feet CONSZ SPANDREL 8 GUTTER PER STD. DWG. NO. 308 7 ' t )}! — CON,ST. SIDEWALK RAMF PER STD. DWG. NO. 3/0 Ij4 /O INSTALL STREET c./GHT 45,800 LUMEIV A..l'.S, U) T rgf7c'TG R COUNT 13 - 04/ST. SPdNOPEL �' GUTlE P /Y-f STO. OWa NO. 9D-9 � "— FUTUfr� +>TiP'EET 30X REDUCED PLANS 2 3 O �— u t+«tf Way -3 INCHES ON ORIGINAL PLAN --II P' /7 1s t 1 R' 1\1 a 1 2-91-:1)6 EE1" CURVEF DATA A I F' L I T 2 rrm, 38..50' 'eved' 8 93'07'2r5 Z9.00 40.�' ZIoC/' p 09°I'?/' 7.32.00' 3f597' /9.53' p OS�SE'04" 2(08.00' 27,7(0' l3.89' 20. 00' 34.9(0' 23.90' 20.00' 17.73 G 6-`7-54,3r 2000' 7./,b!' /S00' fob°56'2Z" ;'S .00' 00.8/' 17/,bs, / /22°48'I7 20,00' 42.87' Sha�B' ✓ 37°nil _'° 232.00' /5o. l/' `77.79' T7- 72'l!z' 0E8.00' 174.80' 90.64' 2n 00' 36.82' 26.29' 79°?f'36' ?o.00` 21 72' /6.6/' 27 _59`�Z" 36?aoo' /75.27' 89.38' 0 oZ'o9'l3" 327.Oo' 354:72' 197 08' 20. oo' 7j 77' 94°36'/2" 20.00' 02' !� 67°�i6'38' 345.00' 4og.12' 2,46' QS ?'h°✓G'�$" 3�;'Sov' /•?5.82' 73:`?/' QT 69°IB'o2' iG.00' t4.!?' (3.St QU 9n°/<j'2T ?v.PO' 33:&0' QV Q 1C'37'3rs'` 2�0.00' 608Z' .6eOW I QQ J4°3y'35" - ?;3.00' 679.?i' 2fJ7- CO.F�EG'TEL' SECT/G�.�.5 9/6/86 Df. c CPiPT�GN OF PE�is/ofi 94re cirr �P,Pdv CITY OF RANCHO CUCAMONGA_ PLAN AND PROFILE FOR HILLVIE)N LOOP �'TA.!Of0400 M 6'TA. /9f00 00 �M. 8G/7 ( SEE GENERAL NOTE NO. 1 ) APPROVED BY DATE CITY ENGINEER. , R.C.E. 2388E DESIGN RECOMMENDED ✓.,��. HALL r: =� EMAN , INC. �° °�x1 -o.as' ID RAWN 3186-L AIRWAY AVE. SHEET %3 RE -Al COSTA MESA, CA.92626-4675 (714)641-8777 /�3 OF30 jCHECKED � SC��M R.C.ENO. �✓2 9!7 DRAWING N0, J✓ L. DATE _51985 FILE N0._ JN 3471 9 N' BENCH MARK: NO. 139 40 RAILROAD SP!XE IN POWER POLE (NO, _7 66�EAST OF HIGHWAY MARKER 30 SBD —T t 9=, NOR SIDE OF HWY. 30, SECOND POLE E C USE)ON HWY -T, 30, 1 Mtl-E6 fA6T )F 11498 (HC 0. oog OF HAVEN AVE. T No I Y-0 7 T 79 ELEV=156. 6 z M t X - Y_v P LIEt r A- V 4 h' IF, -7— 4 14 14 4 y a t 1 —4: sw 7% -4- -0,0 _C T, —4— bN AW4.71E' R7 7;� 4 - 4 -4­4 ­44 f Z--- '37' we , eon 7- L JS t 1 -7V WP4' W 74 t M 07- 7;1 I I i i I � L 777- —­ r Tf L-11 �_T 7r 4j ....... :46ylallv t �j' IN" 4W", C141 7 J ?9! "ZI 64 _7 N-� P7 -1 t N13 0 SO 001 V. 0, 17� do 'e�40-0'4 P 5&,P 91'.' -4 kh �Nl N-4 _SS 11 M L:_�v 16L 7 --7--77 o t7 4 r 4- 4�- T ?0�55'1 i i-RAAAS.' F f -4 41 4- t T q� 4— 4�9 .6 77 _T t 4' �Z7� -x�vz --5-35 4--; i: T J_ i__ 14 014 w -7- -A �6v 'o L sa k N, - S� f4l�' (\i- t -1 4 V P ES ROFILE SCAL a ­2�� 7 ­37 ;J. ;*-o� L - L Ill= 40' _7 1. A _T HORIZONTA JL q t I VERTICAL J 111=41 A14�3Z`98_ '24 115 -Z& zo 40 0 40 0 QK V= 401 4k fee - scale -Fn 122r J147, Ala 5 �j . Q ffAl)'�-'.IAI f7?FLfr4-_r tz w k Z_ aall> 14 -nrr�, Na 177' N a 12941D Z-1 R C r 12-042 Pf- T ____j __j C r� -) - \,7-)t /0 llwr IR _1:�' �kro 'T i�s k & 4 eo' 7 eg &7.' In Qv'�;io 7�. 00,05, 0 _'R o/boo# Wr A> 1,1,v� 00 3 U7.4 eA' -e,9h- --Z-4&-_ A > A R C- Al 1-4 t4j i �_4 -s' x —00-09 8) Adi 'u 4 47 C tR I 1�-' yL.55-0*3 &117�&-r A147 7 LQ 01 Co \1 A/ A i j _R C iE� 3 R, 71 7 4' CONSTRUCTION AL09 TES z2� CONST 4" A.c. oVf--R 46,4.9 %�4 @-�— CONS7. 8" CURB a GUTTER PER STO DWG NO. 303 C6)— CONST 8" TO 6" cuRB ONLY TRANSITION PER ST9. DWG. NO, 301 CONST 4" SIDEWALK PER ST9. DWG NO 310 CON57- SpANgREL a GUTTER PER ST9 DWG NO 308 CONST SIDEWALK RAMP PER ST9 DIAIG NO 310 INS7-ALL S7REEF LIGHT /�FL?00 Z0WEN H.PS.k) comsr zoeAl_ 4t�519,q'_-SSIMI PZrr SrO. �OAla. Ma. 51,9 3ox RED C ED PLANS 0 1 �_3 INGHES ON, ORIGINAL PLAN--i L 71— .76.63 Co lu & 91-1 187-2.0 aV IaFR�L F)� —/\I F C J�- L r r a 342 12Z9 I HILLVIEW LOOP I- A LIvo. /9 CUR VE DA TA A R I L I T ?58.0011 /'v.-ov' I &4"-ew, -21�0.00' 12,1,.rke' I e, 4 71' 1`5V.00' 11104f' 60. aeo <D) -Zo.00' 8 P 117.40' 1000' 1-7.16" 16,1(5' 104*15-?' &7' -00' &1 01' -170- �4q'-Z&" V0.00' tl/ &-7' 10. 1 7; C218.00'' //17. /'�' 1�00. 00' 1-70.-7*' S& -21 48-Z. 00' 164. &01 -70. 00' (OP /8.11, 10. 00 1 1,7. /&' -71e, oo' 64 8/' -7oo. 00' P�.41e' &7. 11�' & & z. oo, 1131.00' 66. -Z/' P41'.001 49.14' 14, &/' 107"Ob'01" la. 00' 17. 08' 92, 411e 1 XV,��' .77RI' -Zo. oo 120.861 11.4q' .CU)l 07*eg'Ar �4a oo' i 4z�r zle-111 Q v- N 11 BUTLER ;71100 F"'JEAK PLACE al- CITY OF RANCHO CUCAMONGA 1W,(1z-Afz-t17 PLAN AND PROFILE FOR HILLVIEW LOOP a S7A- 194eVt�0 72�1 S7A. BUTLER PEAK PLACE -f . /24 77 '06 S7A. ,alaz9ao 74,) S7A /: 7". 96 / 7 (SEE GENERAL NOTE NO. 1) APPROVED BY DATE '-­1('-95 CITY ENGINEER R.C.E. 23889 DESIGN 111114. HALL a, FOREMAN INC. RECOMMENDED DRAWN 3186-L AIRWAY AVE. COSTA MESA, CA. 92626-4675 SHEET 14 uk! 901e,91 -;�o loe j7j�-T _-Zo. oo 4 -7' 1,9.0��;; (714)641-8777 /* )F30 (V)l -za" 1 10. 00' -t;/. "�,7 7F7.-'9.H CHECKED A�'Z? Clfzt�.C.E' NO15917 DRAWING NO. J. J. L. 04TE 5-6-85- FILE NO-1 961 JN 3471 I BENCH MARK: NO, 139 RAILROAD SP!KE IN POWER POLE (NO#) V 57_91'04- JZ,�nAIM :�-,Tnv e4eh. 7� r. ew 'Et. 964fV41111D r4xl 66�EAST OF H!GHWAY MARKER 30 SBD 7 oeme= 60va Y4 yf 4, 9�4�, �41, A.- 1 � e I 4- IP-W-71 wz Ice 9.00, NORTH SIDE OF HWY. 301 SECOND POLE EAST OF 11498(HOUSE)ON HWY tot_ 3u, 1,1 MILES EAST 6F HAVEN AVE. 1 44 -A 7,r4rA-`i - ELEV. 1516.796 *T Vt X76& 'Y4 -T_­_ L YA 9' 1Z Ilk, '4z j 'R 4f Ar ti. ve. -w - -4 p" Z,6 x/ :t"z �S MN 4 - - ---- * _If Y4 -7, r ej1,?8 441- 75 f1t !g, pq - _-z o' 4 077 wrnr tn' 14 741V ;�7-,rAo_lm Vic, &2111Z,41 Loa,-, _4 A Al Z.� L _A_ 70- _60'? _714 -� -,� -- -� q� 1A 7�, j -TA - 40 14 1� 4_; ;, 6 Ot 4- IM- 4 4 A A-I,-,41,r f/,V q "14 . .... =46. 70� 03 �Z Y4 1% W4 4v V. e. I �q .. , 4 A� 414 iN Nk 41, to % 'e"re 93, 7-� 7rze".51 i t :\a 1 r N"4 �,4 %4 'IQ ;flaA AZ m -,\v \Y ell? eA1jr1LXZ RWX175 3d3o, 49. 0. 6 4 7 TF z __ M4 L 7_7� X31 4 4A 4 T t d-S, I - "I ink .6, 411F, ro 6 "­1 Z14 41 p �a 70P A z 4 -e w PA 010 N-1, r I- T _)(7:a& _�waa Jq A I % 1 7­7 PROFILE SCALE - -- ---- S A.. L HORIZONTAL 111=401 VERTICAL 41 — ----------- 17 �7 1�0 '_77 'Z 57 40 0 40 0 4 401 111/1, 117 COOP scale ,qq'feet .40, r 7/00 7' 7' J\j a �J j rril *0 I , " TR, 1\1 0 12942 N % z r" 11 1 r� 3 /1. t� z1vM:4 . /I �:) P4 oc 7' 1k o 't- e7k' A r,7r,?,5 457 L a-,, 17 P4 to� S. N 4- Cy -7 4S ZT C4 56 uj 4�- A4, k4 it \% w 4. 1. 1� AR o pit lo n V4 M 1 11 c, m IN 07 zq -59.44 K ,36 -7' I, � ,-I t"r� I - L v,�-/ -V �j - I I I — I Al -za L-74.51 04 7 R C L 17 r, I 11*60%0 1 rwry IV w I &-!.e CONST V' A.C. OVER 11'6X& CONST 8" CURB 8 GUTTER PER STD. DWG. 410. .30.3 COIVS7 8" 7-0 6" CUR8 ONLr TRANSMON PER 37D DWG. No. jo/ CONST 4" SIDEWALK PER S7D DWG 11/01 .310 CONSr SPANDREL 6 GUTTER PER STQ DWG NO 308 CONST SIVEW41-d RAMP PER STO DWG tV0, JIG IIVSTALI- 57REE T LIGHT (�,900 LUXICH 11.pY V) 6-01W7 5-11,410f,-Z -- 9W7Z-,- I-,,e GrP al-W, Va :1,,99. 4r 94 fe 0 I L OOP HIL LVIE W. 4 1 i P� 'se 4/25 CUR VE DA TA 16 R L 7- "34,3.00, 9009, 152e,.00' ?5e,97' - A?/Wol S,01,90' 3iroZff,* � — OD 111`�071` zo. 001 0. 8 Z9.00' 1Z 7. Lo 55' IL;.S�V 00' 001 76.56, 4�­Z-00' I VA rv7' &7. IV 0,0' /96. 1-?,' 1��15.001 1 ry /08'/15127, -Zo..go 1 'Z7. 7S"4( 48" -ZO 00' 1*.7;�,_ '195"OP / oe ,:,, r, , I -Z 0. 00, :'171 7/' 1 -Z7, 6-11 64*4,91-v?" -Jaool -2 e7l 1-2.4i `0*4-7'4&' ;:,17. 00' 1819i5T__:�4 7_Z�_ §7 49'C'I'l 7" 00' 1-74.4q' 7 00' ff -Zo, 0,2' -zo.001 '50.0o., 8/1 -z'Z' _t-1/7.00' 45�,4=- . c�l �t- - � \ & 1, 11.82. 7 40 % /e i's, to �0' q1-,m'Zff­ Iff-0111 e .0,96, We. 05' e_-5.�77' It '901.�741 _q41 -7,610.2' 618.04p, 94.9S' .4 7:�il 17 1!4' 16.4&1 TO 00' -98.11 1-7.04' 4§ loz-V,40 -Z atoo 6 -7 �9 04*07'r,-9" , . -4 .7. xwl 4 % N I �V, - CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOP, I ^op HILLVIEW 1-v 674. 06,,00 00 ra gr4. V&t- 176.Z7 &517 (SEE GENERAL NOTE NO. 1) APPROVED BY DATE 12-1,�-gr CITY ENGINEERL_/,�_v R.C.If 23889 DESIGN— RECOMMENDED HAI[ 1. a FO R E M AN , I N C. 6�rm"gal,,'r Ar.,,a4ea J4&4- DRAWN 3186 -L AIRWAY AVE. SHEET COSTA MESA, CA, 92626-4675 (714)641-8777 lr oF30 CHECKED RC,E. NO. e6917 DRAWING NO. 1%44, DATE 54-00 - FILE NC--'l - 961 JN 3471 M N COrG'ST.PU� T/OiV�f/OlES ` !� AD�?/ST EX G.STE L/ALG'r TO G,P/!OE 64 CON.J T. I/AR/ABLE' f1E/Gy7- A.C. C,410 —/If/STALL 5'T,PEE7 - L/GNT,/2'2,DOD LU/G1ENS fl/.'S, V SE,6 PL•'V 9,e RPEC/F/0.4; 491V,� 30X REDUCED PLANS 0 1 2 `� INCHES ON ORIGINAL PLF N 1 51Gw(/lNg-, e STRR9o'/N'r- _oQ/?7-S: f /'A/rill ODIIBLF YELLOI✓ L%NE 11V.774LL G7 <-.STP6ETNAMrJ P M ��AMD- CPDUNOI SAGVCI✓T TO A VOATEOGE' {FcfJTHEP fOrP SMOOT//�— <fo/N C,eCiSS ALL C,�if/El✓ �%/iE/IE�YT TO /w/lw Z2! eel a 'fb'LC D1V ST,PEET. Z. ALL EX/ ST/A/6 S/G [rS, //- .PEMOW�EO 4,f` DAMAGc�D M(/ S T �E RE.'ALA CED /A/ 7t'/NO ,BY Tf/E CdA17,e.4L'7',VR AT Afd COST 7'0 C,447-XA&S 3. ALL CONS, RUDZ/ON SHALL BE ,4T NO COST To T//E VA,Q/ES, SEE' PLAN FOR L!M/TS 1oCAC6 SLURRY COAT PER /AISPECTORS /1VST,PUCT/oNs 5 E� L3P0.9SFi9LL t ffleE.S EX. CPOSSFfILL 1/%P/ES 3 E.'l. hi/Ml. !fflF/, Ei! PVMT. i/flf.'/E /5 /.33 TO /e:5 �//�HL/�rUO ..AVENUE_ TYi1CfIC946erlaAl Aa T 1/' 56fILE �� EXIS'T/NG' 4" 5'EL L OG✓ S'l.P//'E JG//✓ EX/S77 4" WW/ FE E,oa L vE Q Q 4 CITY OF RANCHO CUCAMONGA PLAN AND PROFILE FOR 1"/G18617 HIGHLAND TAVENUE 6',% 4 OO.00° A0 S A. 5 (SEE GENERAL NOTE NO. 1 ) /✓�r�R�� APPROVED BY DATE;/ 2Z —' GP.OUNO CITY ENGINEER `' R.C.E. 23M — DESIGN RECOMMENDED ✓v�. HALL 8 F CREMAN I NC.' unto DRAWN 3186-L AIRWAY AVE. SHEET A COSTA MEGA, (;A. 9262E-4675 (714)641-,9777 16 OF_00 CHECKED OC C SC�a�ww�R.C.E. NO.25917_ DRAWING IVO. `� L DATE 5-8-85 FILE NO. _ 96Z A 3471 1-- A BENCH MARK: NO. 139- /".7 RAILROAD SPIKE IN POINER POLE (NO A; 7- Abg -1 1 ko -�' 6 -- - ---- 66'!EAST OF HIGHWAY MARKER 30 SBD J'� 17 --- ---- ........... 77 9.C, NORTH SIDE OF HWY 30 SECOND POLE EAST OF 11498(HOOSE)6N HWY 7- 30. 1.1 MILES EAST OF HAVEN AV E. 1 7- L ELEV. 1516.796 7 :-;��77 t r a !rj -&Z': t t m lm t T T T Ao- Sao 's T 0 *W: '9 T 4 0 f VA 7 13 -- ------ --- A6. v V' Ll WE 9 a IZLC- 7 - T- 4v T --L- z4z_zil� -4-7 '16' -a-SMe r ra 2� -,(IP 9 eZ FVf1R 151KI 1,9e 0� 4 -kllel� 71 -44 V� LUZ -7 .4 'N- A ----57F 4?1,V Wdv.� �W -=f73----- 5,30: -6 Q V= 9 T I I k k---, A �. WP'll -4- I ISU-1-1 -aoq IF i -;a -,Ig. - P Lli, fC 17, T Va. -v 7 s4A &W �5 t nuzz P ROF 7", ILE SCAI-ES ga OXL: v Al ---z suzz-ga.z9z, -I&I, HORIZONTAL I"=40 e T I It= g, VERTICAL C -zz-- 'Xf P-4 RMIZE 4 /11 IT Z CONSMICrIoN NarEs L ?4 RCP t-SZ-EAUN XY29AMOfILE 47 (D-INST,4Z ralf lwll'ze�� Ll 1AISTWL 96- AVP (G-ff PLAY ANP PROF14 E F6',f 1-110 "Z (MAI. INSUI Z 60' A (SEEPLANAMPAf0flLE F&If V'ZO,40) z- @-�:�-INSTWL 866 - 96 P (SEE PUIV 41%9 FR01-1Z E MR 'V�49,4a) S: Z/,Vf 91Y,-7 i�g Alf 9 A5? S;,9 PWO A19 5aif /25'-f ao'41Z aw 1,7 \W A 6 , C w pf? sm m6; 'ye 5/0 IN &�_'—cawsr mumau- w pew s7:,2 qw� Nl? 511 ZLTm Qo)—emw- a4 &a .0 "m-- -52p 'gAla 4v 56' �F P,-,rXle r,�11.- 11 1�1� 9 1 �J CoNsr -ovc c'qz z a,- '-s'e 'ger4lz '�g a"/ S��er NO -g. .......... Ilk A IV '44 44 Ov, I T E N T.F-�, 1-2g 4 V cc R C P-j Nf7 'OEE sAfFr 5� AN 'VI/ i T Ij I oyf 7 4-� X 4 �j A I ReV Z 11V 1/ 2 /"V- Tro—w P"/,v 'etp, z rt 6)&0%4 aW P,4re C"IrA- V94'9,9%9'-ly- 17 Z Z_- CITY OF RANCHO CUCAMONGA fag srgrEr 0 30X REDUCED PLANS I 0 1 2- 5 MHES ON ORIGINAL PLAN--i 'N3 � /N " 1XI see she'Fr AlifIg 'x 0 ZIXIE 'Z-,"' Z-2,0WItI. ZltlZ- 'A�2-1 0 Mfll,f Dq7,q A 9 L T ,?,o 10 Wd -��d,9' '70. &1 '— -jt�d,9 /9 1,?" 1/4 11 -A9'7 A9 �19, a7' gif&' 72'94'02' 45.0,9, bnyg' gg. 04 / 42'-10"47" 1 �ffg. 49111, 199941 lo/. eg I f9'1.9 W4 " gg-lrgg- �?i. Vg' /90. 7a' 9Z. 97' qUeV 94,69' 5V'49'101 Id. 012' 14e 63' 91,27' 19'4 7'19 " q,91,9191 29.911 14. 1991 (2-0 49.A,0' 4409' 24, /9' of m 14laS',p7* 45.401 r-L-AI\j JtAINIJ FOR If LINE 'D STORM DRAIN PM. 8GIT (SEE GENERAL NOTE NO. 1) APPROVED BY DATIE 11-7,77,07 rlTY ENGINEER R.C.E. 23889 DESIGN RECOMMENDED R.A.S. HALL FOREMAN , I NQ 1.0 DRAWN 3186-L AIRWAY AVE, SHEET J.J.L., D.E.L. COSTA MESA, CA. 92626-4675 - - (714)E;41-8777 17 OF30 CHECKED R.C.E. No' 25917 DRAWING NO. R.A.S. I DATE MAY 15.198 5 FILE NO JN 3471 411h-- 4h 0 1 -.wA . •hl4 •r `. `1 d Ae o a t C RCS X REEDUCED PLANS I 2 3 �--3 INWES ON ORIGINAL. PLAN .. . r y , a .9 ~ I,. r` _ r. . � /p r � . �. � � •r ` .�