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t - INDEX OF SHEETSSTATE OF CALIFORNIA �74 s1SK1Y� )' r - DEPARTMENTOFTRANSPORTATIONr � -SHT NO. I TITLE AND LOCATION MAP TRINITY SHASTA LASSO SHT N0, 2 TYPICAL SECTIONS -� x SHT N0, 3 - 4 STANDARD PLANS LIST TEIIMM ,_ .LL�AS� , SHT No. 5- KEY MAP AND LINE INDEX PROJECT PLANS FOR CONSTRUCTION ON CA GIEMM BUTTE SIA SHT NO. 6- 7 LAYOUTS 1 , SHT N0. 8- 10 PROFILESLAKE �A 1r ' KACER SHT NO. I I CONSTRUCTION DETAILSTATE HIGHWAY N YOto EL OORAIX SHT NO. 12- 13 CONTOUR GRADING �--1 -� 1 SHT NO. 14 - 20 DRAINAGE PLANS SHT NO. 21 STAGE CONSTRUCTION """' A ��' �'°"" "°"° SHT NO. 22 - 24 PAVEMENT DELINEATION I ONI s FRANC - _ N SAN BERNARDINO COUNTY IN RANCHO CUCAMONGA SAN LAMd�''T`WE y�► � t SHT NO 25 26 SUMMARY OF QUANTITIES SHT N0: 27 - 28 SIGN PLANS FROM 0 . 38 KILOMETERS WEST F SMT -1 O DAY CREEK BOULEVARD � ,_1- INTO SHT No. 29- 30 ELECTRICAL PLANS TO 0e24 KILOMETERS EAST OF DAY CREEK BOULEVARD 'E1� r - -�IIONTERET`� '"LA"E } KIN SAN IS `1 oe1S/Oam To be supplemented by Metric Standard Plans dated July. 1997 and Standard Spec dated June 1995 *• _T_ p • BAR.AR„ 1 x I NTURAr ANCELE I LOCATION IAP R"' '°` I 244 FUTURE ROUT i T4s E 30 � 246 247 246 24t • SAN D 1 ECO ( MCR 1 AL i \ The Stats of California or its oftivers or agents shall not be responsible for the accuracy or oompleteness of electronic copies of this plan sheet. N T11 To �� .j FUTURE RAMP " AY• . • . ..:... .... . Up I and ...,. -.- :.- - - - w . . -M ,.. .- _ . - FUTURE womb1:� .rv:°�i rrrir: ,:. ? .. a,.:..�.........:,......:.,w::......:.,. ..w.,«....«....:.�.,.,...,.,.,...,. ...... .... A�H. ........,.,.....,. ........,., .. .. .,,...... .::...., M. .... .. ... r..w.,.... 7:7"... i0'AVE � - - - - - - - ft .:t .,.n�' 017' A5 AVTo A u = �. ._ Fontana cis 3AVE _ _ .......m...._,_ Al x- -- -- - - - - - - (J , " �i , 0 t�l rr• t4 w L ImIt of Work ' END WORK w r � �r,� � � A N D Day Creek Blvd R �4,V " Sta I50 + 95 ENDCONSTRUCTION or ; BEGIN CONSTRUCTION � ' 4�F Q `A " H " 23+47 . 821 STA " Hoe 16+ 61e985 - LLI ;. Q � V J ^, a niWWWllr^ys ' ' t k a, t G , ," Cfir U � r 4 Fi BEGIN WORK w STAv " H " 15 +30 S • \` :loll \Y4ih` 5 ',\ Y 3 ttv� 'p � `-' , •ycv ;Q h: F ME THORN ST, o -C . wap x Uj bh s M kN / -i '. q nM''yffM 1 I — a T DESCRIPTION OF REVISION DATE coo. 1*1 i SAN BERNARDINO ASSOCIATED GOVERNMENTS 444 NORTH ARROWHEAD AVE U L t m 1 t of Work SUITE 203 .101 0 Day Creek Blvd SAN BERNARDINO, CA 92401 D► cr Sta 150 + 20 x . - CITY OF RANCHO CUCAMONGA - i W FOR CONTINyATON SEE TME " O W a �m►OFRAC�,A ►� *trio HIGLAND AVENUE RELOCATION J �►Y CREEK�.VD. STREET �` TITLE AND in � N LOCATION MAP W Approved as to impact on State facilities and- conformance SCALE W OOO J with app11cabIe State stondods and practices, o QaoFEss �oN,` U x Technical oversight was performed as described 1 n the APPROVED eY� / - DATE 2 W Z Ca i i forn i a Department of Transportation A & E y E. R. SiMON ' CITY ENGINEER RCE 4953 0 x aniaN ►LAN PREPARED oyoRECOMMO Ea 2 Consultant Services Manual . 4 a C037207 sA�rrELu p W V' xp.6/30/0 ORMN 665 EAST CARNEG/E DRIVE Sf ?E 2/0 T v) The Contractor sha I I possess the Close (or classes) of license * SAN BERNARaNaCAW" W o W sr cIVI `' IL TEAM I r 30 C O w as specified In the ' ' Notice to Contractors" .. '�Orr CALI CHECKED E.R.SM0N ��� BID ORAININa Na o CL E.R. Sim DATE FILE NO_ '� o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ > $$$$$$USER$$$$$$ FORM DC-OE-93-PF (REV. 3/90) SCALE IS IN MILLIMETERS l 1 1 1 I I 1 1 TIME PLOTTED => Thu Jan 21 16: 03: 29 1999 CU 08326 EA 443431 i J v 1 . l 4.1 m Cx In7" ♦ I '• 1 1 1 ! 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CAS 419.31 E.P. 419,31 T_G 419.31 T.0 r I I I f 14318. 6 CL �!ICTORU PARK LN ;1 501 3# • ' \ I i 1, 143+Sa ! 1 !43+ 4 143 56,096 RETURN : ' 1 I II: a 1 I 143+'58 V �' �,,+ zr FI J _ -r I F — —ter— NA6.123� >• i, ±+ ; q- t4 j 4- -1 + - II T. ' � /�/ , W ( \, Tr t r �• ' ii - ' r f � > -a ii 1pr,�'r S6'1 • 143 78.85 1� 14 78.851 PARK Y w__ , t t t ' " + VICTOR , ,' / 420. E.P, ' t l 1' G:8• FUTURE) f C I I I r*r I I•i ,' III ' /\ -+ _ -------------- \ i _---- I / - /i - fel' 6t ,- r _ t •(' i f t t 1 — i- r — . I i- , t OI I ' I h 43+98.040r• I �1' UT. ETW$N +O it m ILA - 9poaL r __-- ; 11 W ■ 11 'I I � ll , I , + • ^ I 11 G'' �l '' O � : 1 1 � i , v J N v • . I litcv 33 33 i 3 �n A II A I III I 2.9 m 12.82 m 1 1 9m liil 14 m 15.72m 1 13. m 1 .5 1 19.34 m I �j - i 144+60 144+60 $ 422.53 i } MATCH LINE STA 144+60 00 SEE SHEET N0. 6 AT _. : W N n rn� o rn z � c n o i C) � c cc rn 3z -1 O " p N0 � _ z _ , r ON Z J 1 I n 1 ' v o � o 3 o X03 .. 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I 399.00 I i � 399.00 0 I 399.50 - - 399.50 398.50 398.50 ! o 399.00 � _ i co i - 399.00 398.00 Lo - 398.00 N Y 0 0 398.50 398.50 - 397.50 - 397.50 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 40 135+ 99 . 67 36+ 00. 52 402.00 ROW 402.00 402.00 ROW 402.00 i 401 .50 ! I 401.50 401.50 1- 401.50 401.00 - - / 401 .00 401.00 401.00 00 ' A o � ; A 0 400.50 - 400.50 400.50 e. 400.50 50 ! 1 400.00 2.009 qq� °c t -�Qqa __ °°. 1 400.00 4 --,� 2 OOq qqq�°' �.74% I i 00.00 O � I 400.00 399.50 qh -- 399.50 399.50 399.50 o 399.00 - 399.00 399.00 r 399.00 398.50 - 398.50 398.50 I I 398.50 ! 4c� 398.00 00 398.00 398.00 + 398.00 O 0 0 1f CD CD 397.50 _ 397.50 DESCRIPTION OF REVISION DATE CRY 397.50 397.50 a -30 -20 -10 0 10 20 30 40 -30 -20 -10 0 10 20 30 40 CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM HIGHLAND AVENUE TO BASE UNE ROAD �ESB APPROVED BY: 1 DATE: CITY ENGINEER .L� �G(C� Qa RCE: 4953 y� r DESIGN PLAN PREPAPED Br: RECOMMENDED SCALE: W p, z49 � Exp, 12-31-01 CITY OF RANCHO CUCAMONGA * * 1, 10500 CIVIC CENTER DRIVE SHEET RANCHO CUCAMONGA, CA 91730 HORIZ . 1 : 250 ��Qr ,jam% ,5 39 VERT. 1 : 25 �•E. No D` NO. DATE ME No � 665 n 136 + 60 137+ 00 � ULTIMATE ULTIMATE ROW ROW ROW 404.00 - - � 404.00 403.00 ROW ROW ROW _ 403.00 403.50 I 403.50 402.50 402.50 403.00 - 403.00 402.00 , Q \ 402.00 2.0 ti1i, 7o apb•- `�' - I .• o o i -2.0pq, ,� �°! 70% °°� °o 1 I I 402.50 0' -- -- - -- t 402.50 A.401.50 e4�-+ ---�-_ - -- 401 .50 \ 402.00 II I 402.00 401.00 I I 401 .00 401 .50 - 401 .50 4 400.50 00.50 I i I i I I 401 .00 ooh �_ 401 .00 400.00 400.00 co r- co rn Iq ro co �O CN O 0 0 0 o,°� ! 1 400.50 \ -41 3g9.5 400.50 - 0 1399.50 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 :I. 136 + 40 136 + 80 ULTIMATE ULTIMATE ROW ROW ROW ROW ROW ROW 402.50 - 402.50 403.50 - 403.50 i 402.00 jr-- 402.00 403.00 403.00 401 .50 �- °' - 401 .50 402.50 402.50 ro °° O°` '�I I 1 -2.Oo� °��� o°�' �• �2 0 opp pp. �� .70� 401 .00 I 09 0. 1:7©� - - 401 .00 402.00 402.00 XQ ;o / 1 i 400.50 iI I 400.50 401.50 r I - --+- 401 .50 400.00 - 400.00 401.00 +-- - 401 .00 399.50 399.50 400.50 400.50 o Ln 00 0tK 0 I � � CV cV O O� 0p 0 0 == - - - 399.00 399.00 400.00 400.00 -30 -20 -10 0 10 20 30 -30 -20 -10 0 10 20 30 DESCRIPTION OF REVISION DATE do o- CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM HIGHLAND AVENUE T BASE UNE ROAD fE*Xi APPROVED BY: ? � ��� DATE: L� CITY ENGINEER ��-�- ly RCE: 2.4953 Ir �, ' DESIGN _ PLAN PREPARED BY: REC 0 AAENDIED No. 24933 = SCALE: CITY RANCHO o CRANCHO cCUCAMONGA Exp. 12-31-01 # * - �� 10500 CIVIC CENTER DRIVE SFS A 91730 HORIZ . 1 : 250OF � `f�d' VERT. 1 : 25 - CHEOM ��.E "° ��i 665 DATE FILE No i i i a 138+ 20 137+ 60 � � ULTIMATE ULTIMATE 407.50 ROW 1 6 ROW ROW 407.50 4 ROW ROW ROW 0550 405.50 -rt-t •oo�� 6��0 70% �� �, ° 1 407.00 407.00 ► I I 405.00 405.00 �l ,, t 406.50 \ 406.50 404.50 h-. 404.50 ' 406.00 I I I 406.00 ol 404.00 \ / 404.00 1 / I I � 405.50 405.50 403.50 + 403.50 . Lo o ° I I 405.00 ao 405.00 ° o N 403.00 403.00 -40 -30 -20 -10 0 10 20 30 g 404.50 404.50 -40 -30 -20 -10 0 10 20 30 137+ 40 138+ 00 ULTIMATE ULTIMATE 405.00 ROW ROW ROW 405.00 407.00 ROW ROW ROW IV 407.00 lm ,o ti 404.50 404.50 406.50 2 ti 406.50 •00 Off` °'� 30X .. � 404.00 404. 406.00 \ 406.00 1/ ►A I � I I 1 I � / I \I 403.50 I I i 403.50 405.50 \ I I 405.50 \ \ 403.00 403.00 405.00 \ / ` 405.00 402.50 00 402.50 404.50 m 404.50 N N °� (D In O 0 O \ 402.00 g 402.00 404.00 `r t �' 404.00 -40 -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 30 137+ 20 ULTIMATE 405.00 ROW ROW ROW 405.00 Q 137+ 80 ULTIMATE 406.00 ROW clbb ROW ROW 404.50 406.00 404.50 1-4 1 1 611 00 07G I \ o g 3 oy �Q 405.50 A 405.50 404.00 404.00 \ \ ,� -� �• 405.00 \ 405.00 � 403.50 -- I 1 403.50 I r _ � I � 1 � 404.50404.50 403.00 I 403.00 -F � 404.00 I o ao ��. I 404.00 REVIS0 150+20 REMOVED S.D.STREET SECTION TERAL OFROM 7+01 TO BASE UNE S�R 402.50 402.50 � ^ cnr \ tri A \ NO DESOMP110N OF REVISION DATE o g �. I 403.50 1* 403.50 � 402.00 402.00 -40 -30 -20 -10 0 10 20 30 Cil l �/ r-iPei CROSS SECTIONS 401.50 `t g 401.50 DRAY CREEK WUMVAM -30 -20 -10 0 10 20 30 STREET CONSTRLCTM FFM INa IMO A4WE 70 WE LNE AM APPROVED CITY ENOMIEER�� �• y � M r PUN PREPARED BY: � SCALE: 12_31_a, MC" OF RANCHO CUCAMON" * 10500 CC CENTER DRIVE S� � �,� cam`�`r RANCHO cucAMONcn, cCA9,Sao 17 � 39HORIZ. 1 .• 250 � , VERT. 1 : 25 m "A" "° - 1665- D7xsdesl-REV.dwp 5-12-" 7:56122 nm PST s s r 138+ 60 139 + 00 i JQ ULTIMATE �Q ULTIMATE ROW k� ROW ROW410.00 ROW ROW ROW 410.00 409.00 409.00 In h°�o� 0rO 12� h,yh o� . 1�00111 0� ,70% 1 III � °�• .70% ° I I a 408.50 408.50 409.50 409.50 t x•" V P t i E I A 408.00 1 m 408.00 409.00 409.00 '09N I I I 407.50 / 407.50 408.50 408.50 407.00 I I I 407.00 408.00 °� 408.00 N / 406.50 406.50 407.50 / 1 407.50 lb II 406.00 / 406.00 407.00 \ 407.00 4 0 405.50 N405.50 406.50 o ti 406.50 o coo I I I Do co rI6 � 00 o g 405.00 g 405.00 406.00 406.00 -40 -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 30 • i i 138+ 40 1 ,38+ 80 ULTIMATE JQ 408.50 ROW `Q ROW ROW 408.50 ROW °'� ROW ROW ULTIMATE 409.50 1 ti 409.50 408.00 408.00 409.00 409.00 �,• E 407.50 I I I 407.50 408.50 408.50 407.00 E 407.00 1 408.00 I \ I 408.00 \ 10 00 c � 406.50 I i i I 406.50 A 407.50N 1 \ I i 407.50 406.00 / J 406.00 \ °h. 407.0 407.00 405.50 405.50 I I I 406.50 406.50 \ � N 405.00 1 405.00 406.00 g 406.00 o I 1 -40 -30 -20 -10 0 10 20 30 co ;00 o ;g 404.50 404.50 -40 -30 -20 -10 0 10 20 30 REVISED STREET SECTION FROM 137+01:t TO 0 150+20, REMOVED S.D. LATERAL O BASE UNE S�R NO DESCRIPTION OF REVISION DME IM�IIOII�e 1 CITY OF RANCHO CUCAMMM wcnOM DRAY CREEK BMI"ARO STREET CONSTRUCTION MM M09AM ro SW t9 F40 C" L'Q / RCE 49 « r PLAN PREPARED BY: � SCALE•• Exp. 12-31.01 CITY OF MINIM CMANION" 10500 CMC CENTER DRIVE O� RANCHO CUCAMONGA. CA 91730 HORIZ . 1 : 250 VERT. 1 : 25 M Pu No _ 1665 Dc-xsdesl-REV.drp 5-12-99 7:5622 cn PST i I i 139+ 40 ULTIMATE 410.50 R(WJQ ROW ROW 410.50 O�j O• - °°z � �. ''°" ��• 139 + 60 410.00 _ I I 410.00 ULTIMATE / ✓ 410.50 ROW ROW ROW 410.50 409.50 409.500 Nt Op• ,�O 2.0OX, K obi ,70% tk r � N I / I I 410.00 . . . .. ; ; .; 410.00 409.00 ~ } 409.00 EXIS 2.44 R P / I 409.50409.50 408.50 ` 408.50 o ��'� )/ I eA II r 409.00 I N I I 409.00 Q8.00 I I I I 408.00 I II I I I I I 408.50 I I I 408.50 407.50 I I I I I 407.50 I I I I \ I I 1 408.00 , 408.00 407.00 407.00 407.50 407.50 406.50 406.50 / 1 io 0 d 407.00 406.00 * ♦ 406.00 -40 -30 -20 -10 0 407.00 -40 -30 -20 -10 0 10 20 30 h� 20 30 Ls-sJ 139 + 20 139+ 50 ULTIMATE JQ ULTIMATE 410.50 ROW ROW ROW 410.50 410.50 ROW ROW 410.50 Q �do'rO Q O k �O 4f OP OFR BED '� 00% Q� .70% ti 410.00 410.00 410.00 I I 410.00 •70 2 - .10 m x .16 m I I I ` ^ CONCRETE BOX I I I 409.50 409.50 409.50 409.50 xi I I Q moo F I I I �C I I I I EXIST. 2.44 m FtcF I 409.00409.00 409.00 / 409.00 N / �o I9b 1 "00, o� 0 1 1 tit 00000� 408.50 408.50 408.50 408,50 I I I REMOVE OBSTRUCTING ROCKS do E81"s I I I I I I ti� I 1 I AND GRADE TO DRAIN 0 STA 113 +?7 ( I I I I I 408.00 I / 408.00 408.00 I I I I 408.00 407.50r 407.50 407.50 I I I I 407.50 _ -- I 1 I f I I I I I I I i I I I I I I i 407.00 1 407.00 407.00 `' 407.00 1 I 1 �, 1 406.50 406.50 406.50 rn 'o, ' o oar _o d 406.00 406.00 406.00 '� + 406.00 -40 -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 30 REVISED STREET SECTION FROM 137+011 TO / 0 150+20 REMOVED S.D. LATERAL * BASE UNE NO 'f10N flF 11tVfllClf alk?E , CITY OF R 4CM CUCAIOWA CROSS SECTIKM DAY CREEK WULEVAM STREET CONSTRUCTION �. C" ENGINEER - Ar RCE: 240. PUN PREPARED BY. moo,.... SCALE: �. 12_„_0, CITY OF RANCHO CUCA�IONCwA 10500 CMC CENTER DRIVE S� HORIZ . 1 : 250 �""` c 9173019 a n VERT. 1 : 25 Dc-xsdesl-REV.d•g 3-12-99 7,56-22 an PST 139 + 80 140+ 00 ULTIMATE ULTIMATE 411.50 W ROW ROW 411.50 R W ROW ROW 412.00 412.00 1 I 1 411.00 411.00 I I I 411.50 411.50 J 410.50 �, 410.50 411.00 \ 411.00 -�. � � poti o° 1 / I I I I °0z 70% 410.00 777-1 410.00 410.50 J 410.50 409.50 I 409.50 Oox o 410.00 o,�� .70X '`p I I 410.00 po. i , rn .a N ` e 409.00 / .. 409.00 409.50 409.50 _ N 408.50 408.50 409.00 I v ` t 409.00 408.00 408.00 N o I I 408.50 ao 408.50 • I o I I v- 407.50 407.50 407.50 o -40 -30 -20 -10 0 10 20 30 408.00 * 408.00 -40 -30 -20 -10 0 10 20 30 139+ 65 ULTIMATE 411.00 ROW ROW ROW 411.00 139 +82.78 Q ULTIMATE I !01 bJ I I 411.50 ROW ROW 411.50 410.50 '70X X ti 410.50 - i 411.00 411.00 410.00 00 � 1 410. xl I 410.50 410.50 409.50 \ 409.50 \ \ 12 0 OHO poti ,�o°� I I Ox fo 1 I 410.00 70X I 410.00 409.00 I N I I 409.00 -A \ g I I I 409.50 I I I 409.50 408.50 408.50 \ I 0 409.00 409.00 408.00 408.00 Q 408.50 408.50 407.50 407.50 M co co 408.001 1 1 1408.00 407.00 407.00 -40 -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 20 30 5.4m p 1. REVISED STREET SECTION FROM 137+01* TO 150+20REMOVED S.D. LATERAL * BASE UNE tT NoDEMWI _ M CITY OF RANCHO CUC'AAONM CROSS ,SECTIONS DAY CREEK 80ULEVI�RO STREET CONS'TRUC'TION FROM NOLAM A%C= TO . LAC FAM cmr Q°'r; PLAN PREPARED BY: I�DOL.o. CITY OF RANCHO CUCAMOWA ` SCALE. '2-"-°' * 10500 CIVIC CENTER DRIVE �`' RANCHO Cl1GMONf.1� G 917J0 HORIZ. 1 : 250 «� m VERT. 1 :25 1665 Dc-xsdwsl-REV,dwq 5-12-99 8159,56 an PST 140+ 40 ULTIMATE 412.50 W ROW ROW 412.50 140+ 80 ULTIMATE 412.00 412.00 413.00 ROW ROW ROW 413.00 411.50 411.50 412.50 / 412.50 0000e 411.00 411.00 412.00 \ I I 412.00 I A 1 0'`6 410.50 \ _ iP 410.50 411 .50 411.50 •7O% _ 410.00 410.00 409.50 411.00 0 I I 411.00 411 \ 409.50 410.50 410.50 � I 409.00 409.00 410.00 410.00 ' I I 409.50 409.50 408.50 i I I 408.50 CA C) i o o_ �cs_ IV: �z 408.00 � � 408.00 409.00 � * 409.00 -40 -30 -20 -10 0 10 20 30 -40 -30 -20 -10 0 10 20 30 140+ 20 140+ 60 ULTIMATE ULTIMATE 412.00 ROW ROW ROW 412.00 412.50 ROW ROW ROW 412.50 i 10 � I 411.50 _ 411.50 412.00 412.00 411.00 411.00 411.50 411.50 I Q I I I � JQ I I o•� I °'� 411.00 411.00 410.50 410.50 _ / OA i.,lk 4,4 / _ rO 1. % X01 OOX �• •70 I 410.00 t I 410.00 410.50 J I . 410.50 �• I I I 410.00 tih 410.00 409.50 409.50 I I I I N i 409.00 409.00 409.50 409.50 408.50 I 408.50 409.00 ,� 409.00 °' I I I � j� o�• I I a, o _i _o 408.00 + oQp/ 408.00 408.50 408.50 -40 -30 -20 -10 0 1 6 20 30 -40 -30 -20 -10 0 10 20 30 REVISED STREET SECTION FROM 137+01 f TO 150+20, REMOVED S.D. LATERAL O BASE LINE . NO Of REVNIM IM�IIOIIme CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION f� Niofa*MD AS= TO UK AM APPROM V: DATE: C" ENON FJt PLAN PREPARED BY: N& 27 SCALE: E,p. 1Q-31.01 C" OF RANCHO CUC�IMON" * 10500 CHIC CENTER DRNE S� RANCNO CLIC'AMONGA, CA 01730 HORIZ . 1 : 25021 30 VERT. 1 : 25 Dc-xsdtsl-REV.dwp 5-12-99 8,59,56 nn PST 141 + 20 ULTIMATE 141 + 60 414.00 R W ROW ROW 414.00 ULTIMATE / 415.00 ROW ROW ROW 415.00 413.50 413.50 414.50 \ 414.50 413.00 413.00 Q 414.00 � 414.00 Ap 412.50 412.50 ►'��'� 413.50 -122% �• .70X / I I 413.50 ([�'�� �• 412.00 �- _ I I 412.00 1 IV / 413.00 413.00 k 411.50 411.50 I , _ _ o / I i I 412.50 \ / 412.50 I I I 411.00 411.00 I I I 412.00 ^ 412.00 0041 to s 410.50 i 410.50 I I 411.50 411.50 -50 -40 -30 -20 -10 0 10 20 30 40 410.00 d 410.00 -50 -40 -30 -20 -10 0 10 20 30 40 141 + 00 ULTIMATE 413.50 ROW ROW ROW 413.50 141 + 40 ULTIMATE I I I 413.00 413.00 414.00 ROW ROW R 0 W 414.00 ololl 412.50 412.50 413.50 ti Q 413.50 412.00 �• o 412.00 413.00 Xo413.00 \ - ► � �• / oma' I / I I • 00%� 7O% �. �. o• I 412.50 I I I 412.50 411.50 I I I 411.50 llool411.00 '�� 411.00 412.00 I I I 412.00 I I I I • I I � i ( 4 410.50 410.50 11.50 411.50 ,off I I 410.00 ,� 410.00 411 .00 M ^ 411.00 i n I I N_ N 50 409.50 409.50 410. -50 -40 -30 -20 -10 0 10 20 30 40 410.50 -40 -30 -20 -10 0 10 20 30 REVISED STREET 0 � � ms1 REMOVEDS. 00 BUNE s(17(yq DRf� No o®aeP'T10N of REVOM DATE CITY OF RANCHO CLCAMON" CRDs sECTONs DAY CREEK 80ULEVARO STREET CONSTRUCTION "m Faftme ~conic Im . GTY o w*n WE 24 �« PAW PREPARED Br: � SCALE: �. 12.31-01 C" OF RANCHO MCNAOMA * o 10500 CMC CENTER DRNE � ��` RANCHO CUCAMONGA. CA 917!0 HORIZ. 1 : 250 " 30 oftVERT. l .-25 man- 1665 Dc-xsdesl-REV.defl 5-12-99 8,59456 nn PST 142+ 20 ULTIMATE 416.50 ROWROW ROW 416.50 r -1, _ _ - 142+ 60 0 416.00 416.00 ULTIMATE ROW ROW ROW 417.50 417.50 415.50 _ •00% �h� 1.7076 415.50 1 I I I 417.00 417.00 hh lb, 1 � I J 415.00 415.00 ` -12,ppz • 'hy 70% �6' I I \ OO \ 416.50 - °c 416.50 ry 414.50 Ioli I 414.50 � I ( 416.00 \ I I 416.00 \ / 414.00 / 414.00 \ 415.50 415.50 � 413.50 I I I 413.50 I I I c 415.00 415.00 -40 -30 -20 -10 0 10 20 30 40 50 413.00 413.00 414.50 - � � 414.50 � 142+ 00 -50 -40 -30 -20 -10 0 10 20 30 40 ULTIMATE ROW ROW 416.00 ROW 416.00 142+ 40 ULTIMATE ROW ROW ROW 417.00 417.00 41 6 415.50 \ f 5 50 0416.50 J 416.50 1 415.00 � 415.00 1 Q ��h• 1 1 •0ox • h� .70X �k 414.50 I I I 414.50 416.00 % 416.00 \ I 414.00 414.00 415.50 ti 1 \ / I 415.50 \ � 41 413.50 413.50 415.00 5.00 � I I I I 414.50 414.50 413.00 413.00 ro 00 � d 414.00 / � � 414.00 412.50 412.50 -40 -30 -20 -10 0 10 20 30 40 -50 -40 -30 -20 -10 0 10 20 30 40 I 141 + 80 ULTIMATE ROW ROW 415.50 ROW 415.50 I I 415.00 �,, - 415.00 i h 414.50 414.50 0 h if \ A2,ppz hcip ,70% ` 1 414.00 I I 414.00 A, REWSED STREET SEC FROM 1 REMOVED S.D. LITERAL 107+BASE UNE 5��7� 00 � dK 413.50 \ r - 413.50 NO Of REYWON DAN \ I I I ` • ; , 001 CITY OF RANCHO CUCAMONGA 413.00 413.00 CROSS SECTIONS DAY CREEK 80UL.EV/�R0 412.50 1 I I 412.50 STREET CONSTRUCTION oo N FROM FINLAND AVOM 70 WK l06 AM - DATE- -40 412.00 -40 -30 -20 -10 0 10 20 30 40 �p CfTY ENGR*3 it�� ' Lt RCE: 2 PLAN PREPARED BY: � 11.E 24M CRY OF RANCHO CUCAMOWA • Eap. t 2-31-Ot 10500 CMC CENTER DRIVE � SCALE. . C1V1` � �� RANCHO cucntrloNc.A• cn 91730 � HORIZ. 1 : 250 ' VERT. 1 : 25 W Dc-xsdesl-REV.dwg 5-12-99 8-59,56 an PST 6 143+ 20 143+ 60 ULTIMATE ULTIMATE ROWROW ROW ROW ROW ROW 419.50 419.50 420.50 420.50 �. ^ Q \ \ tlb 419.00 419.00 420.00 i 420.00 418.50 .pp . 418.50 419.50 419.50 L000 oma' 418.00 0' / 418.00 419.00 I I I 419.00 ev on 417.50 I .� I I 417.50 418.50 418.50 417.00 - 417.00 418.00 418.00 rn N 1. IV � I 416.50 416.50 417.50 417.50 \ \ -50 -40 -30 -20 -10 0 10 20 30 40 416.00 416.00 cD 00 415.50 415.50 -40 -30 -20 -10 0 10 20 30 40 50 14%3+ 00 143+ 40 ULTIMATE ULTIMATE ROW ROW ROW ROW 420.00 ROW ROW 420.00 419.00 419.00 -� \ll 419.50 418.50 418.50 419.50 i ro� i I _ I 4. -2.00 O � o�• __.__ 1 4 41 - .70% 418.00 418.00rk 9 00 419.00 oov 1.70% JK ' I I 417.50 417.50 418.50 I I 418.50 � 417.00 CVI \ I I 417.00 418.00 1 I I 1 416.50 i 418.00 417.50 417.50 416.50 I 417.00 417.00 � /16 416.00 '000416.00 u-i ^ 4416.50 t 416.50 15.50 415.50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 f p 142+ 80 ULTIMATE ROW ROW 418.00 Row 418.00 1 �Q \ 1 roti r x- 417.50 417.50 J K .0 1.70% � I 417.00 f- 417.00 1 REVISED STREET SECTION FROM 137+01 f TO 150+20, REMOVED S.D. LATERAL O BASE LINE 5*7(`!"Q \ ^ titi I 1 NO DESCRIPTION OF REVISION DATE w01111 wl f 416.50 I I I 416.50 CITY OF RANCHO CUCAMOWA 1 / 416.00 - 416.00 CROSS SECTIONS l , DAY CREEK BOULEVARD STREETAEddl& 415.50 ti 415.50 N FROM HK**AND AVENUE TS SASE LOK AM APPROVED 8Y: /� �� '' DATE: 415.00 415.00 �� Cf1Y ENGINEER / RCE: 24953 -40 --30 -20 -10 0 10 20 30 40 50 .� « r \I 0 PLAN PREPARED BY: � SCALE: �' I CITY OF RANCHO CIJCAIONCPA Exp. 12-31-01 � 10500 CMC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 HORN 1 : 250 � •; z4 a 39 Z �. .--- VERT. 1 : 25 an w" "° °"�" "°` -Fu w - i Dc-xsdesl-REV.dwg 5-12-99 1044:32 nn PST w i i M i 1 144+ 60 144+ 20 ULTIMATE ULTIMATE � ROW ROW ROW 422.50 ROW 422.50 424.00 _ ROW ROW 424.00 F 422.00 422.00 423.50 k 0 423.50 421.50 0% e \ , 421.50 423.00 423.00 I_2.00 421.00 I I I X .70% I/ 421.00 422.50 422.50 e 420.50 422.00 420.50 I I I o I I 422.00 1 CV 420.00 421 .50 421.50 420.00 / \Ncb. l 419.50 419.50 421.00 421.00 co t C3 N 04 Oh , � I � L t � 419.00 419.00 420.50 420.50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 1 144+ 40 144+ 00 ULTIMATE ULTIMATE 422.00 ROW ROW ROW ROW ROW ROW 422.00 423.50 423.50 I 421.50 421.50 423.00 423.00 i �►� t I \ gyp• � / ` \ 421.00 _ 421.00 422.50 1 op iIII /d►' � I1'� I1III IIIII 422.50 00% .70%� � �\ 2.00 420.50 420.50 422.00 422.00 c 420.00 420.00 421 .50 421.50 CV PROP. 2.44 RCP 419.50 421.00 421.00419.50 419.00 419.00 420.50 420.50ryp1 vo / o rn N gyp. 420.00 418.50 418.50 420.00 -40 -30 -20 -10 0 10 20 30 40 50 I M o Q , o10* 1* ULTIMATE " '" 143+ V ULTIMATE 419.50 419.50 421.00 ROW ROW ROW -50 -40 -30 -20 -10 0 10 20 30 40 421.00 0 420.50 °��,,� p 420.50 -12.00X gip° .70% `1� IKi` I ` � I 4 420.00 20.00 8 eI / 419.50 I I I 419.50 1 PROP. 2.44 RCP Q REVISED STREET SECTION FROM 137+01:k TO � LIRM 419.00419.00 150+20, REMOVED S.D. LATERAL 4 BASE UNEV / NO DESCRIPTION OF REVISION DATE WY 418.50 418.50 Nt CITY OF RANCHO CUCAMONGA "�,-- CROSS SECTIONS o OKAY CREEK BODUV,,i D 418.00 -40 -30 -20 -10 0 10 20 30 40 50 418.00 FWM HK*LMq MIIEMtJE TO WK UK rlM APPROVED BY• / DATE: 1-2 CITY ENGN*33t ` , l RCE: 24033 « r PUN PREPARED BY: � CITY OF RANCHO CUCAMONGA SCALE: Exp. z-3,-0, � 1 * � 10500 CMC CENTER DRNE •� RANCHO CUCAMONC.A, CA 917-V 0 clvlu HORIZ . 1 : 250 f VERT. 1 : 25 pu "° 1 6s5 Dc-xsdesl-REV.dwg 5-12-99 1044tU un PST u IP I d a a i I 145+ 20 Row ULTI ROWMA� 145+ 60 ULTIMATE 426.50 ROW 426.50 ROW 4ROW ROW 28.50 428.50 426.00 1 I I 426.00 428.00 428.00 425.50 425.50 I 1 I 427.50 427.50 t 425.00 425.00 \ 427.00 427.00 424.50 424.50 426.50 426.50 , .70% o 424.00 �,• 424.00 426.00 I ` 1 i 426.00 N 423.50 423.50 ` 1 \ 425.50 �' / 425.50 I I I f •ooy; oti .70% o t kK I I 423.00 423.00 ` `V 425.00 425.00 422.50 422.50 Lo N 424.50 424.50 Nqt N ` •' / 422.00 422.00 424.00 / 424.00 -40 -30 -20 -10 0 10 20 30 40 50 145+ 00 ULTIMATE I I I 425.50 ROW ROW ROW 425.50 423.50 N 423.50 Lei 425.00 425.00 423.00 423.00 -50 -40 -30 -20 -10 0 10 20 30 40 145+ 40 ULTIMATE 424.50 424.50 Q I I 427.00 OW ROW ROW 427.00 424.00 424.00 \ 2. 426.50 426.50 JK �'�• 1.70% oti 1 I ` I I 423.50 I 423.50 (, 426.00 426.00 423.00 t 423.00 I I I I 425.50 \Q 425.50 -- 422.50 422.50 425.00 , 425.00 TJ �. / I-2.00 k , k .70% ktiI I 422.00 1 422.00 424.50 424.50 M 04 N 421.50 421.50 -40 -30 -20 -10 0 10 20 30 40 50 424.00 / 424.00 144+ 80 ULTIMATE \ ROW ROW ROW ' 424.50 424.50 423.50 / 423.50 I 424.00 \ 424.00 I I i I I 423.00 423.00 �Q rn Go ti 423.50 \ 423.50 CN EVIs ET sE FROM 137+01 t TO s k A 422.50 422.50 o, .�` -50 -40 -30 -20 -10 0 10 am i-2.0p O��j �Q 'y I NO DE9CR�'TION OF OATS App � X .70% `ti 423.00 ° ti I I 423.00 C" OF PANM CUICAMON" ti � CRoss sEcrroNs 422.50 \ 422.50 \ 1 I DRAY �1R0 \ 422.00 422.00 I FROM MINHIM D AVENIJE TO &W LJK RM I usiq APPROVED 9Y. a 7 � • , DATE: < 421.50 421.50 Cr1Y a!(�NEER SCALE: » ' ft mss � a� PLAN PREPARED BY: �a CITY OF RANCHO N N ��• H 0 R I Z . 1 : 250 Exp. ,z-3,_o, * s ,0500 CIVIC CENTER DRIVE RANCHO CUCAMON A CA 91730 VERT. 1 : 25 ft 421.00 o ♦ l 421.00 '' � � `e 30 -40 -30 -20 -10 0 10 20 30 40 50 c► aw• 166;:-- 6�� alar Pun 0 Dc-xsdesl-REV.dwg 5-12-99 1044,32 an PST 4 i i I 1 I 146 + 00 ULTIMATE 431.00 ROW ROW ROW 145+ 80 431.00 ULTIMATE 430.00 ROW ROW ROW 430.50 430.50 430.00 ^ I I I 429.50I I I 429.50 430.00 430.00 / 1 i 429.00 429.00 429.50 i I 429.50 1 1 428.50 428.50 429.00 429.00 1 1 I I I II it I 1 4 428.00 428.00 428.50 428.50 427.50 427.50 428.00 428.00 I it I \ I ! I I 427.00 I I I 427.00 427.50 - 427.50 I I i I 426.50 426.50 427.00 �� i 427.00 h. 1 �ti 4� 426.50 � -zoo �o°` 426.50 426.00 \ �� / 426.00 Ox .70% o° I ev i 425.50 - 425.50 426.00 426.00 425.00 425.00 425.50 \ 1 I I 425.50 424.50 424.50 425.00 425.00 424.50 424.50 424.00 424.00 0 M ! I I Ln cv N (N IC*4 423.50 423.50 424.00 424.00 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 Q REVISED STREET SECTION FROM 137+01:k TO 150+20. REMOVED S.D. LATERAL O BASE UNE NO DESCRIPTION OF REVISION DATE cRr CITY OF RANCHO CUCAMONGA CROSS SECTIONS DRAY CREEK BOULEVARD STREET OONSTRUC110N FWMI HCHLAND AUIENUE leo erg UIQ IOW APPROA D etr. r PLAN PREPARED BY: � SCALE: �« �. O C" CUICNACIMA ,0 00 CMC CENTER DRNE HORIZ . 1 . 250 1 2- °' \� RANCHO CUCAMOWA, CA 91730.� CMI.�� VERT. 1 . 25 �� _ �' ° . � am rum 1665 Dc-xsdesl-REV.dwg 5-12-99 10:44:32 an PST { i 146 + 20 ULTIMATE 146 + 40 ROW ROW ULTIMATE i 432.50 ROW 432.50 ROW ROW ROW 432.50 432.50 432.00 432.00 / 432.00 432.00 I I I I 431.50 / I 431.50 I I I I 431.50 431.50 431.00 431.00 i I I 431 .00 I 431.00 430.50 430.50 I 430.50 I I I I 430.50 430.00 430.00 I 430.00 - 430.00 I i 429.50 429.50 1 I I I 1 429.50 ( 429.50 429.00 429.00 1 I I i I 429.00 - 429.00 ail I 428.50 428.50 I I I 1 428.50 428.50 428.00 1 428.00 Q j 428.00 \ � 428.00 I 1 k'ti h6 d, i I - 1 427.50 A 427.50 , -2 00 . 0 1.70% co� I I 427.50 0. IK 427.50 �9 o v 427.00 427.00 00 427.00 I t 427.00 1 ry I � 1 I 1 426.50 I I I 426.50 0 \ / 426.50 426.50 ' I I II I 426.00 426.00 426.00 426.00 425.50 425.50 425.50 _ _ 425.50 CL 425.00 _ i 425.00 N N 425.00 50 -40 -30 -20 -10 -q-0* 10 20 30 40 425.00 N N 424.50 t 1 424.50 -40 -30 -20 -10 0 10 20 30 40 50 REVISED STREET SECTION FROM 137+01* TO 150+20, REMOVED S.D. LATERAL O BASE UNE S�R('f1 64 NO DESCRIPTION OF REVISION! DATEmy App� CITY OF RANCHO CUCAMONGA CROs SEC'I KM DAY CREEK BOULEVARD STREET CONSTRUCTION FROM HK*LM II#9" TO M UIQ IIOAO APPRom 9Y: , " DATE: r' ` C" ENGINEER �. �--4 , :" RCE; 240 _ � 24Mds r � oar PLAN PREPARED BY: SCALE: CITY OF RAWKI C�ICJI�IONGA I H 0 R I� • 1 : 250 Erp. t2-31-Ot � 10500 CHIC CENTER WINE olvi RA14CMO CL/CAMONGk CA 91730 VERT. 1 : 25 Doom ft � � - Dc-xsdesl-REV.dwg 5-12-99 104432 nn PST r 146 + 80 146 + 60 ULTIMATE ULTIMATE 433.00 ROW ROW ROW 433.00 ROW ROW 432.50 ROW T 432.50 ' 432.50 r 432.50 432.00 - 432.00 I I I 1 432.00 - -- - 432.00 431.50 - = 431.50 1 I I 431.50 431 .50 431.00 j I i I 431.00 1 1 j I I I 431.00 1 431 .00 430.50 -- 430.50 1 1 I I I I 430.50 r 430.50 430.00 i 430.00 430.00 430.00 429.50 429.50 I I I i1 1 j j 429.50 429.50 429.00 1 - 429.00 �Q �C'l I I 429.00 -r� -- 429.00 428.501 -{ 428.50 \ 2 0o o� �a'ti A.701'. ti �� \ 2.009 70y. �ti� n� i 428.50 r _ 428.50 o� �y _ 428.00 o 428.00 I 428.00 \ 428.00 427.50 f 427.50 \ ' 427.50 427.50 lb / I i 427.00 I I I 427.00 / / 427.00 - - - 427.00 426.50 426.50 I ti�O I I 426.50 ti r 426.50 1 I I It c*4 426.00 --ap 426.00 It rn ° ' In 00 426.00 426.00 N 04 425.50 425.50 -50 -40 -30 -20 -10 0 10 20 30 40 -40 -30 -20 -10 0 10 20 30 40 50 0 150+20, REMOVED S.D. LATERAL O BASE LINE s(7( REVISED STREET SECTION FROM 137+01:k NO DESCRIPTION OF REVISION DATE WY CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM FNGRAND AVENUE TO BASE LINE ROAD tEsti APPROVED 8Y: 1 ''�' �_ DATE: CITY ENGINEER /(. l L�1��cZ�( ',-. �1�_ RCE: 5 �. • i q � • � r � �1 PUN PREPARED BY: (��� SCALE Exp. 1.22-3311-01 CITY OF RANCHO CUCAMONGA H O R I Z • 1 : 250 � � CIVN Mom 10500 CIVIC CENTER DRIVE �� e RANCHO CUCAMONGA, CA 91730 or�7 -�� 2� 3� VERT. 1 : 25 �-Gr me= m am ,� ss Dc-xsdesl-RE v,dwg 5-12-99 10 44:32 an PST 147+ 00 147+ 20 ULTIMATE ROW ROW ROW ULTIMATE 433.00 433.00 ROW ROW ROW 433.50 433.50 r 432.50 432.50 r I I 1 433.00 433.00 \ 432.00 \ 432.00 432.50 1 432.50 I I I I I I i I I 431.50 431.50 I I I 1 432.00 - 432.00 431.00 1 431.00 1 1 I I I 431.50 431.50 I I I 1 430.50 430.50 \ � I 431.00431.00 I I I I I 1 I 430.00 I \Q 430.00 I I I 4 430.50 30.50 o� Q 429.50I`2 ��� �,� i I 429.50 430.00 ,� I 430.00 1 -f2.oo tK��► pox �cb. I I O ti 429.00 ° - 429.00 ° 429.50 429.50 ' 1 I I 4 I / I 28 50 429.00 428.50 429.00 428.00 428.00 428.50 \ 428.50 427.50 \ 427.50 428.00 428.00 427.00 427.00 \ 1110, 1 i r I I 427.50 - 427.50 , I � N N I I 426.50 426.50 -40 -30 -20 -10 0 10 20 30 40 50 427.00 427.00 -50 -40 -30 -20 -10 0 10 20 30 40 REVISED STREET SECTION FROM 137+01* TO 64 150+20, REMOVED S.D. LATERAL O BASE UNE NO DESCRIPTION OF REVIOION DATE an CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION MM HM*AN0 AVENUE M 9W LNC FAM t�►tp� APPROVED BY: DATE: cv ENGINEER / ' f RCE: 24 53 PLAN PREPARED BY: " SCALE: ow24W3 Exp. 12-31-01 CITY OF RANCHO CUCAM'""-" • ! 10500CMC C C CENTER UCAA O IGA 91730 DRIVE !w HORIZ . 1 . 250 � 30 a m VERT. 1 : 25 _1665 Oc-xsdesl-REV.dwp 5-12-99 1044:32 an PST 147+ 40 147+ 60 ULTIMATE ULTIMATE ROW ROW ROW ROW ROW ROW 434.50 434.50 435.00 435.00 II 434.00 434.00 434.50 434.50 , j 1 i � 433.50 433.50 434.00 - 434.00 433.00 433.00 433.50 433.50 i 1 I I 432.50 432.50 433.00 433.00 432.00 432.00 432.50 432.50 i I I 431.50 i I i 431.50 432.00 1 I I I 432.00 431.00 I I I431.00 431 .50 i I I I 431.50 0 o lho 430.50 \ 00. 431 430.50 431.00 . / , >k ,y0 h.707'• � i tK ,yO�O h.70x � Iry - 430.00 - 430.00 430.50 430.50 ' I 429.50 \ 429.50 430.00 \ 430.00 I 429.00 429.00 429.50 429.50 1- o�C 428.50 I o I I 428.50 429.00 I _- o I I 429.00 g 1 N v� 0 0 N K) 428.00 428.00 428.50 428.50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 Q REVISED STREET SECTION FROM 137+01* TO 1 150+20, REMOVED S.D. LATERAL O BASE LINE s(n(4g d� NO DESCRIPTION OF REVISION DATE AParyPFAMD CITY OF RANCHO CUCAMONGA CROSS SECIXM DAY CREEK BOULEVARD STREET CONSTRUCTION FROM FNG t" AVENUE TO BASE LINE ROAD 11821 APPROVED BY: �. DATE: CITY ENGINEER53 c�-r ' RCE: 249 PLAN PREPARED R'TOWDQMMDM SCALE: Ne. 24053 • Exp. 12-31-01 CIN OF RANCHO CUCAMONGA * 10500 CIVIC CENTER DRIVE �� RANCHO CUCAMONGA, CA 91730 H � �,, Crvi� �� 31 VERT. 1 : 25 °rp � MA'`' ND �1665 ft mg Fu Dc-xsdesl-RE\/dwg 5-12-99 104432 am PST 148+ 00 ROW ROW ROW ATE 147+ 80 437.50 - 437.50 ULTIMATE ROW ROW ROW r ! I I 436.50 436.50 437.00 437.00 436.00 436.00 436.50 - - - 436.50 ! I I I ' I 435.50 435.50 436.00 436.00 435.00 435.00 435.50 1 I I I 435.50 434.50 I I I 434.50 435.00 I - ' - ---- - ----- -- - - 435.00 434.00 434.00 j l 434.50 j 434.50 j 433.50 433.50 434.00 434.00 1 I 433.00 I 1 � � - I 433.00 I I I I 433.50 - - 433.50 432.50 432.50 433.00 433.00 1 � I 432.00 I 432.00 432.50 432.50 50 431.50OOy o ��,�, 431.50 432.00 - _ 432.00 %K X1.70% 2.00y; lheOx IV 431.00 I I i 431.00 \ ti \ 431.50 \ I I I 431.50 430.50 I 430.50 431.00 \ - 1.4 3 00 430.00 430.00 430.50 430.50 I I 50 . 9 42 I j !^ 429.50 430.00 430.00 � co cv M o ti 429.00429.00 429.50 429.50 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 REVISED STREET SECTION FROM 137+01* TO 150+20, REMOVED S.D. LATERAL O BASE LINE ����� NO DESCRIPTION OF REVISION DATEcrtr IIrN10NIDe CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM HIGHLAND AVEMM M BASE UNE RM t�°f csa� APPROVED BY: /' %�� %f . /f DATE: -' CITY ENGINEER RCE: 2403 r1 PLAN PREPARED BY: - � SCALE: n "L 241110' CITY OF RANCHO CUCAMONGA H O R I Z . 1 : 250 � Exp. 12-31-01 * 1 10500 CIVIC CENTER DRIVET r ll' CIVIL RANCHO CUCAMONGA, CA 91730 VERT. 1 : 25 CHOMI 1665 3c-xsdesl-REV dwg 5-12-99 10:44 32 am PST 148+ 40 148+ 20 ULTIMATE 439.00 ROW ROW ROW 439.00 ULTIMATE 438.00 ROW ROW ROW 438.00 438.50 - 438.50 437.50 I I 437.50 \ I 438.00 - - 438.00 437.00 \ 437.00 \ I I I \ 437.50 I I I 437.50 \ I I I I \ 436.50 I I 436.50 437.00 1 - 437.00 436.00 436.00 \ i 436.50 436.50 435.50 435.50 436.00 436.00 � I i 435.00 435.00 435.50 435.50 434.50 - 434.50 435.00 435.00 434.00 i I I 434.00 1 434.50 I I I 434.50 433.50 l i I 433.50 ` I I 434.00 - 434.00 433.00 - 433.00 (SO 433.50 I 433.50 432.50 X ��� �S � i 432.50 1 2.°0 I �,� 1.70% 433.00 / o .y 433.00 \ 6�p 432.00 I I I 432.00 ov 11.70% \ d• �� / o 432.50 432.50 /01 431.50 431.50 I I I L \ 432.00 432.00 431.00 431.00 a I 431 .50 431.50 i 430.50 430.50 I I I i 431 .00 431.00 430.00 430.00 0 430.50 I .� I I 430.50 N 00 42950 429.50 � � -40 -30 -20 -10 0 10 20 30 40 50 M 430.00 � � 430.00 -50 -40 -30 -20 -10 0 10 20 30 40 REVISED STREET SECTION FROM 137+01* TO 150+20, REMOVED S.D. LATERAL O BASE LINE NO DESCRIPTION OF REVISION DATEdo APP*a� CITY OF RANCHO CUCAM0NGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM F#OMLAW AVDM M 811.4E UNE ROAD APPROVED 9Y: DATE: CITY ENOINEER ' ! RCE: 24953 PLAN PREPARED BY: pwawl�)l SCALE: Na 2403 CITY OF RANCHO CUCAMONGA H0 R I � • 1 : 250 Exp. 12-31-Ot e� o� 10500 CIVIC CENTER DRIVE 3"wRANCHO CUCAMONGA, CA 91730 ',�� Clvl� � 3 0/ VERT. 1 : 25166 Dc-xsdesl-REv dwg 5-12-99 1044:32 an PST 148+ 80 ROW ROW ROW ULTIMATE 438.00 - 438.00 148+ 60 437.50 --r-!- 437.50 ULTIMATE ROW ROW ROW 437.00 437.00 437.00 T 437.00 1 I I I 436.50 436.50 436.50 \ 436.50 I 436.00 436.00 436.00 I I I 436.00 1 � 435.50 I I I 435.50 435.50 435.50 II II I i I 435.00 435.00 435.00 _ 435.00 434.50 434.50 434.50 434.50 �Q 434.00 ` 434.00 434.00 _ � �� IN Kb 433.50 433.50 2 0 433.50 433.50 �h ��o �. 1 Of ev g / �' .7016 I I 1 433.00 433.00 433.00 - - - - - - 433.00 t � / w 432.50 432.50 432.50 f - 432.50 s 432.00 - 432.00 432.00 432.00 l I 431.50 431.50 431.50 I I I 431.50 I i i i I i i I I _ 431.00 - - 431.00 431.00 431.00I 0 ; I I I 430.50 430.50 ,n 430.50 430.50 ,It i N r� M 430.00 430.00 430.00 430.00 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 REVISED STREET SECTION FROM 137+01* TO 150+20, REMOVED S.D. LATERAL O BASE LINE stn(" 644 NO DESCRIPTION OF REVISION DATE an F7- ��ata CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM HIM*., NG AVENUE TO 9ASE UK ROAD APPROVED 8Y: �. ' ' DATE: `' CITY ENQINEER ` �,�C%C - .► � ' �� RCE: 49 � cam PLAN PREPARED BY: � SCALE: a mwz� � • Exp. 12-31-01 CII I OF RANCHO CUCAMONGA* �1 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730 H I . 1 . �� VERT. 1 : 25 °'- om MEND ss� Dc-xsdesl-REV dwg 5-12-99 10:44:32 an PST 149 + 20 149 + 00 ULTIMATE 0 iI i�IIit �IIiIIIIII �i�iiI,I'{Ii�'�°^�cj,��g�. \Q II!I�I II 1�ff�'1 70Yr• rfI IiI,!II yh"� aI,IiI II II a�s'ti� ,I ii!IiI,Q- -IIII If,iIII � I I'I - �IIiiIIIIiiI - IIIIII1II Ii III�� ► I!Ii� � 1 I! \ _ ROW OW _ IIIi II', (D I IJ ROW -RIIIII OXIWIIIIiii III'II I IIII II 4 39 .00 .ROW ROW ROW 438.50 438.50ULTIMATE 439.00 438.50 438.50 438.00 438.00438.00 438.00 437.50 437.50 1 437.50 437.50 437.00 437.00437.00 437.00 436.50436.50 436.50 436.50 436.00436.00 4 436.00 436.00 435.5 435.50435.50 435.50 435.00435.00 435.00 435.00 434.50 41O434.50 120 � 1.70% _2 R ' 434.50 434.50 ry 434.00 434.00� 434.00 434.00 433.50433.50 -j 433.50433.50 433.00433.00 433.00433.00 I 432.50432.50 f' 432.50432.50 432.00432.00 432.00 432.00 431.50431.50 X 431.50 431.50J 431.00431 .00 co to V%K Ln 431.00 431.00 -50 -40 -30 -20 10 0 10 20 30 40 430.50 430.50 -40 30 -20 -10 0 10 20 30 40 50 REVSED STREET SECTION FROM 137+01f TO 150+20, REMOVED S.D. LATERAL O BASE LINE 567tr 6 � do NO DESCRIPTION OF REVISION DATE CITY OF RANCHO CUCAMONGA CROSS SECTONS DAY CREEK BOULEVARD STREET CONSTRUCTION RM HGLAD AVENUE O BASE UNROAD v�� ►css� ' rt � APPROVED BY: CITY ENGINEER - RDAC�TEE:: T2 4953 PLAN PREPARED BY: WOMEN=SCALE• 2403 CTY OF RANCHO CUCAMONGA Exp. 12-31-01 10500 CIVIC CENTER DRIVEHORIZ . 1 : 250 RANCHO CUCAMONGA, CA 91730 : 25 VERT. 1 & ` N ME No 166I Dc-xsdesl-RE dwg 5-12-99 1044.32 a PST 149 + 40 440.00 ROW - (r ROW 440.00 ! I I 439.50 439.50 _ULTIMATE ROW 439.00439.00 149 + 60 ROW ROW 438.50 \ I i i 438.50 439.00 ; 439.00 438.00 - 438.00 438.50 - j - 438.50 437.50 --------------- ---_ __- 437.50 438.00 - 438.00 �; 437.00 437.50 I I ! 437.50 437.00 r - 436.50 f -� 436.50 437.00 437.00 1 I II 436.00 436.00 436.50 - -�~ ---- - 436.50 � --- -- - tK I i Q I I I 1 type �hh fi -- -- -- - - 436.00 435.50 � I I 435.50 436.00cb Ory g• ti _2 00� h•�`L 709 ,yh• hh. _, 70 1 I I '2.009 h�` °� �`� hh 1 X I 435.00 435.50 1 h 435.00 - -oo -- -� - - - - ' °cam - � �� 435.50 ry i `v 434.50 - 434.50 435.00 -� 435.00 434.00 - 434.00 434.50 434.50 ; I I 433.50 21 433.50 434.00 --- 21T 434.00 I 433.00 I fi II 433.00 433.50 - I - I ! 433.50 II I - - - - - 432.50 - 433.50 433.00 I � + � � 433.00 i i 41 I I j i 4 i I I 432.00 + 432.00 432.50 -- - 432.50 I I tx I i , I ! 4 L6 � j I 431.50 ' 3150 432.00 I � � - 432.00 -40 -30 -20 -10 0 10 20 30 40 50 -50 -40 -30 -20 -10 0 10 20 30 40 REVISED STREET SECTION FROM 137+01+ TO 0 150+20, REMOVED S.D. LATERAL O BASE LINE 500? Alf NO DESCRIPTION OF REVISION DATE an A�IgN[oe CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION FROM HIGHLAM AVENUE TO BASE UNE ROAD ` [sliq APPROVED BY: �'if' 'I - DATE: � CITY ENGINEER RCE: 24953 �� r \ � � PLAN PREPARED BY: ( � SCALE: n f. z� CITY OF RANCHO CUCAMONGA H O R I Z . 1 : 250 � Exp. 12-31-01 CIVIL `* � 10500 CIVIC CENTER DRIVET N, RANCHO CUCAMONGA, CA 91730 36 or'y' � VERT. 1 : 25 or If CAN n,[ W 66J c-xsdes:-RE d.g 5-i2-99 1375, G^ PS' 149 + 80 441 .00 -ROW ROW 441.00 i i i I i i I 440.50 - 440.50 440.00 440.00 439.50 ! ! - 439.50 1 I I I I I I I I it ! it I 439.00 - -- 439.00 438.50 } - 438.50 T -4- 438.00 438.00 438.00 437.50 I � a 437.50 1'I I i I 437.00 - 437.00 i V 436.50 -f 436.50 1 0 h 'oij g 9�. 0 0 X h 436.00 �,,p� .7 - 436.00 i 1 iII IIiI I�I1 Ii 435.50435.50 435.00435.00 RIC 434.50 434.50 434.00 434.00 433.50433.50 433.00 433.00 432.50 432.50 Do o 432.00 432.00 -50 -40 -30 -20 -10 0 10 20 30 40 50 REVISED 0 EESECTION s t �71 9 11,415020. MOVED S.D. LATERAL 0BASE E an NO DESCRPTON OF REVISION DATE Appoom CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STRECONSTRUCTION FM HHLAND AVUE TO BASE UNE ROAD F� BY: r � DATE:'� EN NEER RCE: 2 4 83 PLAN PREPARED BY: M N& 24MSCALE• Exp. 12-31-01 CITY OF RANCHO CUCAMONCA 10500 CIVIC CENTER DRIVE RANCHO CUCAMONGA, CA 91730v H0R Z • 1 • 250 C1V1` / 37 VERT. 1 : 25 OF %` an Rim� 1665 Sc-xsdes,-RE . d-6 5-12-99 15e 55 p, DST 150+ 00 443.00 ROW C - T -ROW 443.00 l T- 150+ 20 442.50 - -- 442.50 ROW ROW i 443.00 r - 443.00 442.00 442.00 442.50 - �t -�- - 442.50 441 .50 - 441.50 442.00 - - 442.00 i i 441.00 I 441 .00 441.50 - -- 441 .50 440.50 - -_. - ----- ---- -- - -- - _ _ - - - - - -- -- --- - -- 440.50 441.00 - - - - 441.00 - i 440.00 - -T - 440.00 440.50 - 440.50 I 439.50 - 439.50 440.00 I I I - - 440.00 y 439.00 --I I �-- 439.00 1 ` 439.50 -- - - 439.50 438.50 1 - -r- 438.50 I ' 1 I I 439.00 I / I ---�_ 439.00 438.00 -- -- 438.00 1 438.50 -- -- - - - 1 I 438.50 437.50 - 437.50 ' 438.00 -�-- -- 438.00 437.00 -- Q 437.00 i ��ti ' I 437.50 T - 437.50 2. 1 / t` 2 0 1 436.50 I 436.50 I �' - �� 2.p.�• -- - � I a 437.00 -- -� --T 437.00 tK ry 436.00 �- --- --1- - I - 436.00 I _�o ' 436.50 - - - - - 436.50 435.50 - - -.-�- 435.50 1 \ 2100 mm RCP 436.00 - - 436.00 1 2 OP mm RCF# 435.00 ^ 435.00 �. 435.50 - - r � -- ;- r -- 435.50 Lo 0 I 434.50 --- --� - - 434.50 -40 -30 -20 -10 0 1 20 30 40 50 435.00 - - 435.00 -50 -40 -30 -20 -10 0 1 20 30 40 \,J J aK REVISED STREET SECTION FROM 137+01+ TO 150+20, REMOVED S.D. LATERAL O BASE LINE Str71n /3�Qlq NO DESCRIPTION OF REVISION DATE an w�a CITY OF RANCHO CUCAMONGA CROSS SECTIONS DAY CREEK BOULEVARD STREET CONSTRUCTION nM FMGIiI MD AVENUE TO BASE UNE ROAD ESS/ APPROVED BY: '� DATE: CITY ENGINEER CI // RCE: 24 53 SCALE• y r PLAN PREPARED BY: - �" �' � lCITY OF RANCHO CUCAMONGA H 0 R Z • 1 -0250 � 10500 CIVIC CENTER DRIVE �T Exp. 12-31-01 RANCHO CUCAMONGA, CA 91730 VERT. 1 : 25 �'. "% 3 a 39 CHMM � w ft cm FU W 1665 I N N t Of I I i I I 1 ' pp I t I, w o I _ oc I :3 LLJ I EEE NE d�rno cd �ppE E E M^ Nr � 4,38+00 n o$Na0 U I.�j a0 I19 W 00 + on�N 00 o n 010'n'� and ao I 861 N II 11 M M I � N N II N O I IZ I Q 0.'HJ C'4 f t a0 a6E NOO'08'32.1"E + NO3'03'20.3'E N00'08'32.1"E 1020.453 m ` I136+00 105.000 m •�• 'M 73.000 m o r, ao 150+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 �- 149+00z E 137+00 - I -A i -A I- -A -A I � I - I`-- -i -+- -i -T- -i I -i F- �- F -i r I -1 I I -i +- I -�- I � � � - � -+- - -} --I- 73.000 mW * N073 000 m W N00'07'55.0"Ep . I N m _ _ _ _ . Ld _ _ _CD R/W n - - - _ - - - N00'OS'32.1"E 803.067 m - - �� - - - - - - T�- R/W - - I - - E - - - - - - - - N00'08'32.1"E 803.281 m - - - - / - co E a z n c aaddEEE v v * NOTE: � Y riEEE aCD + + N K d0 + + W 'fl Z ,M S,aoo o rn N CENTERLINE OF ROADWAY PER 14. N 000$g va', < t $ z a��j ,.� N STREET IMPROVEMENT PLANS BY _ In �'I00 I I ^I o I II M DAY CREEK co CHARCHOL/HARTMAN do ASSOC. BLVD ono" + a n co �^ II 11 II N zI I Q ��J aaw.� 1"' do �-J J NN �n C9 a�ao V a. lIQ Zd Ntn to FMS N.,O_' (mN Z I I vi I + $ Z I; 64 o PREPARED BY: °b ASSOCIATED ENGINEERS o ! z1 I 3311 EAST SHELBY STREET ONTARIO, CALIFORNIA 91764 I TEL. (909) 980-1982 ,!& FAX: (909) 941-0891 i COORDINATE LISTING i 1 570524. 66770000 2042729. 10850000 2 570425. 66760000 2042728, 88050000 3 570501. 14924504 2042709, 04468328 4 570503. 16927693 2042749, 11094171 5 570428. 10335609 2042728, 88610961 I 6 570426. 41984710 2043459. 88417132 7 570407, 23767870 2042729. 13589403 8 570334. 26283865 2042731. 05148619 I 9 570315. 08067026 2042000. 30320914 10 570313. 26587001 2042731. 30095640 11 569292. 81586438 2042728. 76755213 12 569294. 63066463 2041997. 76980487 13 569255. 66403918 2042727. 73049037 14 569182. 76772649 2042723. 83915298 15 569143. 80110105 2043453. 79983829 16 569145. 61589932 2042722. 80209102 17 569040. 61622393 2042722. 54141549 18 569034. 66519437 2042743. 62670630 4186 569838. 97988409 2042342, 83548830 I 4187 569837, 72950164 2042745. 62042128 4188 569838. 35469287 2042544. 22795479 I 4190 569837. 41690598 2042846. 31666976 I 4194 569838. 69604679 2042434. 26782408 I 4198 570640. 47627176 2042807. 87567180 4205 569839. 43101583 2041939. 40257357 4515 570641. 00770568 2042747. 61466728 4524 570642. 78012175 2042546. 63493040 4525 570641. 89391398 2042647. 12479591 - - - - - - - - - I MY DESCRIPTION OF REVISION DATE.• r CITY OF RANCHO CUCAMONGA SURVEY CONTROL CENTERLINE ALIGNMENT DAY CREEK BOULEVARD STREET CONSTRUCTION FROM BASE LINE RD TO HIGHLAND AVENUE 'PRoFESS�_.,\ APPROVED BY: DATE: v d CITY ENGINEER RCE: 14953 OEM PLAN PREPARED BY: WOMEN= C9 NO. 2495.3 z I CITY OF RANCHO CUCAMONGA Exp. 12-31-01 _v ; DRAW 10500 CIVIC CENTER DRIVE SHEET * * RANCHO CUCAMONGA, CA 91730 crv►%� ��;' 39 of 39 aF-cp&.%F i CNEOM No R.C.E. Dmwm NO. f QUE FILE No 1665 i 3 VARIES (L " Y " LINE \ VARIES x 6mVC 3 ( TYP ) c -0- 2. 4 - . 0 VARIES 16. 400 TO 166. 787 . VARIES 16. 400 TO 16. 787 6 m VC i - - ' � 2. 4 ( TYP ) 1 = 2 OR 2% 2% PG FLATTE E- 2% 2% -� �- 1 : 2 OR - FLATTER A2-200 CURB DAY CREEK BLVD A2-200 CURB 150 mm AC ( TYPE A ) 00 N " Yo 150+20. 000 TO " Y" 150+39. 349 DIMENSIONS IN THIS L150 mm CLASS 2 AB PLAN SET ARE TO THIS w POINT ON THE CURB V - w cr o VARIES 600 mm x 6mVC � " Y ' LINE VARIES 200 mm� o ( TYP ) 2. 4 - VARIES 17. 686 TO 17. 900 VARIES 17. 686 TO 17. 900 6 m VC 2. 4 ( TYP ) o CO >- 2' 0 SEE DETAIL A ,� _ w m 2� ( TYP ) 2. 0 ,--- WA Ava ►- 0 1 : 2 OR P G 2% 2% DETAIL A z oi.1.l FLATTE --I. u -Z) 0 u I : 2 OR A2-200 CURB a w= '- -, FLATTER (SEE CALTRANS STD PLAN A2- 200 CURB A87 FOR MORE INFORMATION) 0. 01 m DAY CREEK BLVD 7AC (TYPE -200 CURB o. 10 m CONC ' CONC SIDEWALK " Y' 150+84. 278 TO " Y " 150+95. 000 150 mm A ) SIDEWALK150 mm 2 AB SEE DETAIL B ir c ( TYP ) w uj o 5 0 Z .� � A2-200 , 5 SIDEWALK x- - - 0 OH ' LINE CURB w 6 m VC VARIES 10. 0 TO 12. 6 VARIES 10. 0 TO 12. 6 ( TYP ) ..1 1 . 0 VAR I ES 6. 7 ± TO 10. 2 VARIES 6. 7 ± TO 10. 2 1 ' 0 6 m V w ( TYP ) > � - PLACE FILTER FABRIC UNDER CURB 0 44 5• AND SIDEWALK AS SHOWN. TYPICAL a 1FLATTE OR 2/ PG THROUGHOUT PROJECT WHEREVER� _ � 24' THERE IS SIDEWALK ADJACENT TO CURB. :7 : 2 OR - 150 mm AC ( TYPE A ) FLATTER DETAIL B � - - - - �- 150 mm CLASS 2 AB A2 -200 CURB i HIGHLAND AVE - �� - ' - - � * H" 17 + 58. 988 TO @H ' 20+ 38. 579 CL x N CA z Q cc o r v► �. " H ' LINE c z 6mVC 3: 00 VARIES 10. 0 TO 1 2. 6 VARIES 10. 0 TO 1 2. 6 VAR ( TYP )LLJ � 3 a cc 1 . 0 >IN L DESCRIPTION OF REVISION DATE CITY C' a VARIES 6. 7 ± TO 10. 2 VAR I ES 6. 7 ± TO 10. 2 "'"tea t W �� 2. 4m VC SAN BERNARDINO ASSOCIATED GOVERNMENTS • YP ) 444 NORTH ARROWHEAD AVE SUITE 203 � 0SAN BERNARDINO, CA 92401It 2 OR 5 CITY OF FLATTE2- RANCHO CUCAMONGA• � 2% FILL � U) FILL- EXISTING &trio 0 rn 150 mm AC ( TYPE A ) �` . � DRAINAGE CHANNEL TYPICAL CROSS SECTIONS� M c.� 150 mm CLASS 2 AB A2-200 CURB 0. 10 m CONC NO SCALE w - � SIDEWALK QROFESS/Oh X _ J LLjHIGHLAND AVE o �� 1 - �' APPROVED SYs L` r~- ' H' 21 +04. 035 TO ' H " 22+85@142 E. R. SIMON NCITY ENGINEER 7' RCEE 4953 C037207 m oEs1cN °t"" �11Eo BY � � o °C � J. SAwmug oz O * xp.6/3O/00 * OR�NN 665 EAST CARNEGIE DRIVE SUITE 2/0 SHEET - 0 ALL DIMENSIONS ARE I N ter, C I V I L \P 14 SENUS SAN aERNAROrNo. Ca 92" W 0 2 °i 30 w O METERS UNLESS OTHERWISE SHOWN aF cA>_IF CHECKEDE R Snow R.C.E. oR,,.,,,c „a N , E.R. S 111 DATE _FILE NO �/ o FOR REDUCED PLANS ORIGINAL O 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ 0 . SCALE IS IN MILLIMETERS L I I � I � I I I ITIME PLOTTED = Thu Jan 21 16: 03: 35 1999 CU 08326 EA 443431 GENERAL R O A D WORK ❑ RSP C7E REINFORCED CONCRETE CRIB WALL - TYPES A,BrC.D,E AND F - HEADER ❑ H7 Planting and irrigation - Details AND STRECHER DETAILS ■ H8 Planting and Irrigation Details MISCELLANEOUS ❑ RSP C7F DESIGN DATA FOR REINFORCED CONCRETE CRIB WALL - FOUNDATION PRESSURE. TEMPORARY FACILITIES ■ AIOA Abbreviations BATTERED WALL ■ AIOB Symbols ❑ RSP C7G REINFORCED CONCRETE CRIB WALL - FOUNDATION PRESSURE, T I CANCELED. REPLACED WITH NSP T lA AND NSP TIB. C3 RSP T2 TEMPORARY CRASH CUSHION. SAND FILLED (SHOULDER INSTALLATIONS) ■ A20A Pavement Markers s and Traffic Lines - Typical Details VERTICAL WALL ■ A20B Pavement Markers and Traffic Lines - Typical Details ❑ C8A Steel Crib Wall - Construction Details ❑ T3 Temporary Railing ( Type K ) A20C Pavement Markers and Traffic Lines - Typical Details ❑ C8B Steel Crib Wa I I - Design Data ❑ RSP T4 TEMPORARY TRAFFIC SCREEN ■ A20D Pavement Markers and Traffic Lines - Typical Details ❑ RSP C8C STEEL CRIB WALL - DESIGN DATA ❑ T5 Temporary Terminal Section (Type K ) ■ A2 4A A Pavement Markings - Arrows ❑ C 9 A Timber Crib Wa I I - Types A. B, C and D ■ RSP T7 CONSTRUCTION PROJECT INFORMATION SIGNS ❑ A246 Pavement Markings - Arrows C3RSP C96 TIMBER CRIB WALL - TYPES A.B.0 AND D -DESIGN DATA ❑ TIO Traffic Control System for Lane Closure on Freeways an A24C Pavement Markings - Symbols and Numerals DR AIN A G Expressways C30 TIOA Traffic Control System for Lane and Complete Closures on ■ A24D Pavement Markings - Words ■ D72 Drainage Inlets Freeways and Expressways ❑ A24E Pavement Markings - Words and Crosswalks ■ D73 Drainage Inlets ❑ TII Traffic Control System for Lane Closure on Multilane ❑ A35A Portland Cement Concrete Paving Details ■ D74A Drainage Inlets Conventional Highways ❑ A40 Rumble Strip Details ■ D74B Drainage Inlets ❑ T12 Traffic Control System for Lane Closure on Multilane ■ A62A Excavation and Backfill - Miscellaneous Details ■ D74C Drainage Inlet Details Conventional Highways ❑ A62B Limits of Payment for Excavation and Backfill - Bridge D75 CANCELED. REPLACED WITH NSP D75A, NSP D75B AND NSP D75C. ■ T 1 3 Traffic Control System for Lane Closure on Two Lane Surcharge and Wa I I ■ RSP 077A Grote Detolls Conventional Highways ❑ A62C Limits of Payment for Excavation and Backfill - Bridge 0778 Bicycle Proof Grate Details ❑ T14 Traffic Control System for Ramp Closures Pipe Culverts ■ y ■ A62D Excavation and Backf i I I Concrete p ❑ D77C Alternative H i nged Cover for Type OL and OS I n I ets and Trash ❑ RSP T/5 TRAFFIC CONTROL SYSTEM FOR MOVING LANE CLOSURE ON Cost- In-Place Reinforced Concrete MULTILANE HIGHWAYS ❑ A62E Excavation and Backf111 Rack for Type OCP Inlet Box and Arch Culverts Gutter Depressions e s s i on s ❑ RSP T16 TRAFFIC CONTROL SYSTEM FOR MOVING LANE CLOSURE ON F Excavation on and Backf i t I - Metal and Plastic ast i c Cu I verts _■ D78 p MULTILANE HIGHWAYS ■ A62 ❑ D79 Precast Reinforced Concrete Pipe Direct Design Method ❑ A73A Object Markers 0 Cost - In-Place n-P I ace Reinforced Concrete Single ng I e Box Culvert vert ❑ RSP TIT TRAFFIC CONTROL SYSTEM FOR MOVING LANE CLOSURE ON ❑ 08 TWO LANE HIGHWAYS ❑ A73B Markers ❑ D81 Cast - In-Place Reinforced Concrete Double Box Culvert ❑ A73C Dellneators, Channelizers and Barricades A ❑ RSP 082 CAST-IN-PLACE REINFORCED CONCRETE BOX CULVERT - MISCELLANEOUS BRIDGE `I ❑ A74 Survey Monuments DETAILS r Type 50 - and C ❑ BO- I Bridge Details ❑ A75A Concrete Barrie yp ❑ D84 Box Culvert Wingwalls Types A, B ❑ A75B Concrete Barrier Type 50E RSP D65 BOX CULVERT W/NGWALLS - TYPES D AND E C1 130- 33 Bridge Details _ ❑ A75D Concrete Headlight Glare 'Screen � ❑ BO-5 Bridge Details J ❑ D86A Box Culvert Warped Wingwalis El BO 13 Bridge Details ❑ RSP A76A CONCRETE BARRIER TYPE 60 ❑ D86B Pipe CuIvert Headwa I I s, Endwa I I s and Warped W i ngwa I I s ❑ 82 - 3 400 mm Cast- In-Drilled-Hole Concrete Pile 'I ❑ A76B Concrete Barrier Type 60 ❑ D86C Arch Culvert Headwalls, Endwalls and Warped Wingwalis Type 60E ❑ 62 -5 Pile Details - Class 400 and Class 625 ❑ A76C Concrete Barrieryp ❑ D87A Overside Drains ❑ 82 -6 Pile Details - Class 400C and Class 625C ❑ A76D Concrete Barrier Type 60G ❑ D87B Overside Drains ❑ 132 - 8 Pile Details - Class 900 and Class 900C ❑ A76E Concrete Barrier Type 60G ❑ D87C Underdrains A76F Concrete Barrier Type 60GE Construction Loads on Culverts ❑ B29 Load Test Pile Details ( I ) ❑ ❑ D88 Cons u RSP A76G CONCRETE BARRIER TYPE 60S t Details for Structural Steel Plate Pipes, Arches, and ❑ 132- 10- Load Test Pile Deta i I s ( 2) ❑ ❑ D98A Strut A76H Concrete Barrier Type 60S Vehicular Undercrossings ❑ 62 II Load Test Pile Details ( 3) Headwalls ❑ RSP 834 RETAINING WALL TYPE I - H-/200 THROUGH 9/00 mm ❑ A761 Concrete Barrier Type 60SE ■ D89 Pipe T es A B ❑ 83- 2 Retaining Wall Type I H-9700 Through 10 900 mm ❑ RSP A77A METAL BEAM GUARD RAILING WOOD POSTS AND WOOD BLOCKS ■ D90 Pipe CuIvert Headwalls, Endwa I I s and W i ngwa I I s yp ❑ RSP B3-3 RETAINING WALL TYPE /A ❑ RSP A77B METAL BEAM GUARD RAILING - STANDARD HARDWARE and C METAL BEAM GUARD RAILING - WOOD POSTS AND WOOD BLOCKS ■ D 9 3 A Pipe Riser Connections ❑ RSP A77D GUARD RAILING TYPICAL LA [1 133- 4 Retaining Wal l Type 2 ❑ RSP A77C LAYOUTS ■ D93B Drainage Inlet Riser Connections ❑ 83 5 Counterfort Retaining Wall Type 3 with Debris Rack Ca ❑ B3-6 Counterfort Retaining Wall Type 4 ❑ RSP A77E GUARD RAILING TYPICAL LAYOUTS ❑ D93 C Pipe Riser w 9e _ N TREATMENTS Flared End Sections ❑ RSP 83-7 RETAINING WALL TYPE 5 ❑ RSP A77F METAL BEAM GUARD RAILING TYPICAL EMBANKMENT WIDENING FOR END ❑ D 9 4 A Metal and Plastic a s t i c ANCHOR (BREAKAWAY, TYPE BJ ❑ RSP B3-8 RETAINING WALL DETAILS Na I ❑ RSP AT7G GUARD RAILING ENO ■ D94B Concrete Flared aced End Sections CANCELED - NO LONGER BEING USED ❑ D95 Concrete Arch Culverts ❑ 83-9 Retaining Wa I I Details-No. 2 ❑ ATTGA Guard Railing End Anchors - Breakaway Hardware ■ D97A Corrugated Metal Pipe - Coupling Details No. I , Annular ❑ B3- II Retaining Wall Type 6 1829 mm Maximum ,F [I A77H Gua 9 Railing End Anchors Coupling Band Bar and Strap and Angle Connectors ❑ B6- 1 T Beam Details - ❑ A771 Barrier and Guard a g RETAINING WALLS ■ D97B Corrugated Metal Pipe - Coup I 1 ng Details 1 I s No. 2, Hat Band ❑ B6- I 0 Utility Openings - T Beam ❑ RSP A77J GUARD RAILING CONNECTIONS TO BRIDGE RAILINGS, ET AND ABUTMENTS Coupler and Flange Details ❑ 136- 21 Joint Seals (Maximum Movement Rating = 50 mm) ❑ RSP A77K GUARD RAILING CONNECTIONS TO BRIDGE SIDEWALKS AND CURBS ■ D9 7 C Corrugated Metal P i pe - Coupling Details No. 3. Helical and ❑ 137 - 1 Box Girder Detail s o Universal Couplers ❑ 87 - 5. Deck Drains ❑ A78A Thrie Beam Barrier r ■ D97D Corrugated Metal Pipe - Coupling Details No. 4, Hugger Coupling C3 8 _7 -6 Deck Drains Type D_ I and D-2 ❑ RSP A78B T HR/E BEAM BARRIER _ L - Standard Hardware Bands D B7 - 10 Utility Opening Box Girder � ❑ A78C Thrie Beam Barrier S _ ❑ A78D Thrie Beam Barrier - Miscellaneous Details ■ D97E Corrugated Metal Pipe Coupling Details No. 5, Standard Joint 87 - II Utility Details o ❑ RSP A78E THR/E BEAM BARRIER - END ANCHORS AND END TREATMENTS ■ D97F Corrugated Metal Pipe - Coupling Details No. 6. Positive Joint ❑ 88- 5 Cast- In-Place Prestressed Girder Details n to Bridge Railin ■ D97G Corrugated Metal Pipe - Coupling Details No. 7, Positive Joints ❑ BII - 7 Chain Link Railing ❑ A78F Thrie Beam Barrier Connections 9 g and Downdrainsr ❑ BII _ 47 Cable Railing DESCRIPTION of REVISION DATE �'T� ❑ A78G Thrie Beam Barrier - Connections to Bridge Curbs, ■ D97H Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe ❑ BII - 51 Tubular Hand Railing Retaining Walls and Abutments Standard and Positive Joints SAN BERNARDINO ASSOCIATED G OVERNMENTS nection to Concrete Barrier Type 50 RSP BI CHAIN LINK RAILING TYPE 7 444 NORTH ARROWHEAD AVE A78H Thrie Beam Barrier - Con C1 D98A Slotted Corrugated Steel Pipe Drain Details U SUITE 203 BII _53 Concrete Barrier Type 25 SAN BERNA RD1No, CA 92401C3 A781 Thrie Beam Barrier - Connection to Concrete Barrier Type 60 ❑ D98B Slotted Corrugated Steel Pipe Drain Detail s NSP AlC. ❑ BII54 Concrete Barrier Type 26 C3 A81 CANCELED, REPLACED WITH NSP AB/ANSP A61B AN ❑ D99A Structural Section Drainage System DetaiIs � t CITY TY OF RANCHO CUCAMONGA ❑ A83 Portable Scale Pad and Approach Slab Detail s C1o B13- 1 S I ope Protection Details M ❑ D99B Edge Drain Outlet and Vent Details ■ A85 Chain Link Fence ❑ D99C Edge Drain Cleanout and Vent Details SHEET 1 OF 2 Barbed Wire and Wire Mesh Fences ❑ A86 ❑ D99D Cross Drain Interceptor Details O QRCF ESS l0 N4l STANDARD PLANS LIST w ■ A87 Curbs, Dikes and Driveways _ " �` N" ( July, 1997 Edition) ■ A88 Curb Ramp Details HIGHWAY PLANTINGE. R. SIMON Z Abbreviations bbr eviations � �m , rDATE �' HI Planting and irrigation No. APPROVED BYo ❑ A90 Accessible Parking C I TY ENGINEER ! U. RCE 0 C1 RSP H2 PLANTING AND IRRIGATION - SYMBOLS xp•6/30/00 DES I c" SAN PRErARo sr. REoowE+oEo CRIB WAL ❑ H3 Planting and Irrigation Details CIVIL p J. ow ,93 ❑ C7A Reinforced Concrete Crib Wall - Battered Wall , Types A, B and C ❑ H4 Planting and Irrigation _ Details OCAL% 685 EAST CARNEGIE DRIVE SUITE 210 SWIT C3 C78 Reinforced Concrete Crib Wall - Battered WaII , Types D, E and F El H5 PIanting and Irrigation - Details W. sEAEs SAN BERNARDINO,CA 92408 3 10 3 0 ❑ C7C Reinforced Concrete Crib Wall - Vertical Wal I Types A, B and C ❑ H6 Planting and Irrigation - Details July.1997 Edition !REVISED AUGUST 6.19981 CHECKED ER.SIMON R•C.E. NoCO-V207 [PAWING ❑ C7D Reinforced Concrete Crib Wall - Vertical Wail , Types D, E and F E.R. SMa DATE FILE W Io S t applicable i cab I e to this s contract include,I ude, but are not I 1 m 1 ted to those i nd 1 sated by a marked box. USERNAME _ $$�$$�USER$�$�$$ CONTRACT N0. 08 - 443431 The Standard Plan sheets pp TIM PLOTTED = Thu Jan 21 16= 03= 42 1999 The Revised Standard Plans (RSP) and New Standard Plans (NSP) which apply to this contract are included as individual sheets of the project Ions. ❑ B14 - 1 Structura I Steel Plate VehicuIar Undercross i ng OVERHEAD SIGNS - TUBULAR ■ ES-6RA Signal and Lighting Standards - Case 5 Arm Loading, ❑ B14 - 3 Communication and Sprinkler Control Conduit (Conduit less ❑ S40N Overhead Signs- Tubular - Instructions and Examples Wind Velocity = 129 km/h, Arm Lengths 15. 2 m to 16. 8 m than size 1 03 ) ❑ S40P Overhead Signs-Tubular - Single Post Type, Layout and Pipe ❑ ES-6RB Signal and Lighting Standards - Case 5 Arm Loading, ❑ B14 - 4 Water Supply Line (Bridge) (Pipe less than NPS 4 ) Selection Wind Velocity = 129 km/h, Arm Lengths 18. 2 m to 19. 8 m ❑ B14 - 5 Water Supply Line ( Details ) (Pipe less than NPS 4 ) ❑ RSP S400 OVERHEAD SIGNS-TUBULAR - TWO POST TYPE, LAYOUT AND PIPE ■ ES-6S SignaI and Lighting Standards - Details No. I ROADSIDE SIGNS SELECTION ■ ES-6T Signal and Lighting Standards - Details No. 2 ❑ S40R Overhead Signs-Tubular - Structural From Details No. 1 ❑ ES-6TA Signal and Lighting Standards - Pole and Mast Arm Alternatives ■ RSI Roadside Signs - Typical Installation DetaiIs No. 1 ❑ S40S Overhead Signs-Tubular - Structural Frame Details No. 2 ❑ ES-6U Lighting Standards - Type 15 Slip Base Insert .■ RS2 Roadside Signs - Wood Post, Typical Installation Details No. 2 ❑ S40T Overhead Signs- Tubular - Foundation Details ❑ ES-6V Signal and Sign Standards - Type 33 Left Turn ■ RSP RS3 ROADSIDE SIGNS - LAMINATED WOOD BOX POST - TYP/CAL INSTALLATION SIGNALS LIGHTING AND ELECTRICAL SYSTEMS ❑ ES- 7A Signal , Lighting and Electrical Systems - Electrical Detai Is, DETAILS NO.3 Structure Instal lotions ■ RS4 Roadside Signs - Typical Installation Details No. 4 ■ ES- IA Signal , Lighting and Electrical Systems - Symbols and ❑ ES- 7B Signal , Lighting and Electrical Systems - Electrical Details. OVERHEAD SIGNS Abbreviations Structure Installations ■ ES- IB Signal , Lighting and Electrical Systems - Symbols and ❑ ES- 7C Signal , Lighting and Electrical Systems - Electrical Details, OVERHEAD SIGNS - TRUSS Abbreviations Structure Installations ❑ S I Overhead Signs- Truss - Instructions and Examples ■ ES- 2A Signal , L1ghting and Electrical Systems - Service Equipment ❑ ES- 7D Signal , Lighting and E I ectr i ca I Systems - E I ectr i ca I Deta i I s, ❑ ES- 213 Signal , Lighting and Electrical Systems - Service Equipment Structure Instal I at i ons C1 52 Overhead Signs- Truss - Single Post Type - Post Types I I through VII ■ ES-2C Signal , Lighting and Electrical Systems - Service Equipment ElES- 7E Signal , Lighting and Electrical Systems - Electrical Deta1Is, Notes Structure Installations ❑ 53 Overhead Signs- Truss - Two Post Type - Post Types I -S through VII -S El ES-2D Signal , Lighting and Electrical ectr i ca I Systems - Service Equipment ❑ ES- 7F Signal , Lighting and Electrical Systems - Flush Soffit ❑ RSP S4 OVERHEAD SIGNS-TRUSS - SINGLE POST TYPE, STRUCTURAL FRAME and Typical Wiring Diagram, Type A Luminaire Modification Details, Structure Installations n a l�, Lighting h t i n MEMBERS ❑ ES- 2E S i gna I , Lighting and Electrical Systems - Service Equipment ■ ES- 8 S i 9 9 g and Electrical Systems - Pu l I Box Details ❑ S5 Overhead Signs- Truss - Two Post Type, Structural Frame Members and Typical Wiring Diagram, Type B ■ ES-9A Signal , Lighting and Electrical Systems - Cantilever Flashing ❑ S6 Overhead Signs- Truss - Structural Frame Details ■ ES-2F Signal , Lighting and Electrical Systems - Service Equipment Beacon, Types 9, 9A and 9B and Typical Wiring Diagram, Type C ❑ ES-913 Signal , Lighting and Electrical Systems - Cantilever Flashing i ❑ S7 Overhead S 1 gns- Truss - Frame Juncture Details ■ ES- 3A Signal , Lighting and Electrical Systems - Signal Heads and Beacon, Types 9, 9A and 9B i ❑ S8A Overhead Signs Steel Frame, Removable Sign Panel Frames Mountings ■ ES- 10 Signal , Lighting and Electrical, Systems - Isolux Diagrams ❑ S8B Overhead Signs - Removab I e Sign Panel Frames, Overhead Formed ■ ES- 313 Signal , Lighting and Electrical Systems - Signal Heads and ■ ES- 1 1 Signal , Lighting and Electrical Systems - Foundation Panel Mounting Details Mountings Installations ❑ RSP SSC OVERHEAD SIGNS-TRUSS - SIGN PANEL MOUNTING DETAILS. LAMINATED ■ ES- 3C Signal , Lighting and Electrical Systems - Signal Heads and ❑ ES- 12 Signal , Lighting and Electrical Systems - Pedestrian PANEL- TYPE A Mountings Undercrossing Fluorescent Lighting Fixture ❑ S8D Overhead S i gns- Truss - Removable Sign Panel Frames. 2. 794 m and ■ ES- 3D Signal , Lighting and Electrical Systems - Signal Heads and IN ES- 13 Signal , L i ght i ng and Electrical Systems - Sp I Icing Deta i Is 3. 048 m Sign Panels Mountings ■ ES- 14 Signal , *Lighting and Electrical Systems - Wiring Details ❑ S9 Overhead Signs - Walkway Details No. I ■ ES- 3E Signal , Lighting and Electrical Systems - Signal Heads and and Fuse Ratings ❑ SIO Overhead Signs - Walkway Details No. 2 Mountings ❑ ES- 15 Signal , Lighting and Electrical Systems - Pedestrian ❑ RSP SI I OVERHEAD SIGNS - WALKWAY SAFETY RAILING DETAILS ■ ES- 4A Signal , Lighting and Electrical Systems - Controller Cabinet Overcross i ng Fluorescent Lighting Fixture ❑ RSP S13 OVERHEAD SIGNS-TRUSS - PILE FOUNDATION Details ❑ ES-27A SignaI , Lighting and Electrical Systems - Extinguishable OVERHEAD SIGNS - LIGHTWEIGHT ■ ES- 413 Signal , Lighting and Electrical Systems - Controller Cabinet Message Sign, 250 mm Letters Details ❑ ES- 27B Signal , Lighting and Electrical Systems - Extinguishable ❑ S 1 4A Overhead S i gns- L i ghtwe i ght - Balanced, Single Steel Post ■ ES- 4C Signal , Lighting and Electrical Systems - Controller Cabinet Message Sign, 250 mm Letters Connection and Mounting Details Details ❑ ES-28 Signal , Lighting and Electrical Systems - Extinguishable ❑ S14B Overhead Signs- Lightweight - Balanced, Single Steel Post ❑ ES- 4D Irrigation Controller Enclosure Cabinet Message Sign and Flashing Beacons Deta i I s ■ ES- 5A Signal , Lighting and ' E I ectr i ca I Systems - Detectors SIGN ILLUMINATION ElS15 Overhead Signs-Lightweight - ght Type A Connection Details ■ ES- 58 Signal , Lighting and Electrical Systems - Detectors ❑ S16 Overhead Signs-Lightweight - Type B Connection Details ■ ES- 5C Signal , Lighting and Electrical Systems - Detectors ❑ ES- 29 Sign Illumination - Mercury Sign Illumination Equipment ❑ S17 Overhead Signs-Lightweight - Type C Connection Details [I ES- 5D Signal , Lighting and Electrical Systems - Detectors ❑ ES- 30 Sign Illumination - 915 mm Fluorescent Sign Illumination❑ S18A Overhead Signs-Lightweight - Sign Panel Mounting Details, El ES- 5E Signal , Lighting and Electrical Systems - Detectors Equipment Laminated Panel - Type AC3ES- 5F Signal , Lighting and Electrical Systems - Pedestrian Barricades ❑ ES- 32A Sign Illumination - Sign Illumination Equipment - ❑ RSP S18B OVERHEAD SIGNS-LIGHTWEIGHT LIGHT FIXTURE MOUNT/NG DETAILS ❑ ES- 32B Sign Illumination Sign Illumination Contro I ElS20A Overhead S i gns-Lightweight - Post Details Numbering■ ES-6A Signal and Lighting Standards - Type I Standards and Equipment ■ ES- 33 Sign Illumination - Internally IIluminated Street Name Sign � ❑ S20B Overhead S i gns-Lightweight - Foundation Details ❑ ES-6AA Signal Standards - Push Button Posts CLOSED CIRCUIT TELEVISION OVERHEAD SIGNS - BOX BEAM CLOSED TRUSS ALTERNATIVE ■ ES-6B Lighting Standards - Types 15, 21 and 22 ❑ RSP ES-34A CLOSED CIRCUIT TELEVISION - POLE DETAILS ❑ S39 Overhead S i gns- Box Beam Closed Truss - Foundation Details ❑ ES-6C Lighting Standards - 24. 4 m to 48. 8 m High Most Light PoIe ❑ ES- 34B C I osed C i rcu i t Te I ev i s i on - Po I e Deta i I s, Overhead S i gn Mounted C ❑ S40A Overhead S i gns- Box Beam Closed Truss - Two Post Type, Frame - Foundation Details - NEW STANDARD PLANS � Members ❑ ES 6D Lighting Standards Types 30 and 31 N ❑ S40B Overhead Signs- Box Beam Closed Truss - Single and Two Post ❑ ES-6DA Lighting Standards - Type 32 ❑ NSP ATlFA METAL BEAM GUARD RAILING - TYPICAL UNE POST INSTALLATION L Type, General Frame Details ❑ ES-6E Lighting Standards - Types 30 and 31 , Base Plate DetaiIs ❑ NSP A77L GUARD RAILING AND BARRIER RAILING END TREATMENT ❑ S40C Overhead Signs- Box Beam Closed Truss - Ribbed Sheet Metal ❑ ES-617 Lighting Standards - 10 Degree Type ❑ NSP A77M GUARD RAILING AND BARRIER RAILING END TREATMENT Details ❑ ES-6H Lighting Standards - 10 Degree Type, Details ❑ NSP A77N GUARD RAILING AND BARRIER RAILING END TREATMENT C Signs- Box Type, °❑ S40D Overhead Beam Closed Truss - Two Post Frame ❑ RSP ES-6J SIGNAL AND LIGHTING STANDARDS - CASE / ARM LOADING. ❑ NSP A8/A CRASH CUSH�,SND FILLED (UNIDIRECTIONAL) Details WINO VELOCITY - 113 kmlA ARM LENGTHS 4,6 m TO 91 m ❑ NSP A818 CRASH Cl1SHIgN,SAND FILLED (UN DIRECTIO11IAU ❑ S40E Overhead S i gns- Box Beam Closed Truss - Two Post Type, Frame ❑ ES-6K Signal and Lighting Standards - Case 2 Arm Loading, ❑ NSP ASIC CRASH WON.SAND FILLED (81DIRECTIONAU L 4 Juncture Details Wind Velocity = 1 1 3 km/h, Arm Lengths 6. 1 m to 9. 1 m C3 Case A62 CRASH CUSHON (TYPE CAT) DESCRIPTION OF REVISION DATE CITY o C3S OF Overhead S i gns Box Beam Closed Truss - Two Post Type. Post ❑ ES-6L Signal and Lighting Standards - Case 3 Arm Loading. ❑ NSP OTSA PIPE INLETS sAN BERNARDINO ASSOCIATED GOVERNMENTS Details Wind Velocity = 1 1 3 km/h, Arm Lengths 4. 6 m to 1 3. 7 m 444 NORTH ARROWHEAD AVE U') 203 ElS40G Overhead S 1 gns- Box Beam Closed Truss - Single Post Type, ❑ ES-6M Signal and Lighting Standards - Case 4 Arm Loading, ❑ NSP 0758 PIPE INLETS - $AN BER ARDINO, CA 92401 0► Frame Members Wind Velocity = 1 1 3 km/h. Arm Lengths 7. 6 m to 13. 7 m ❑ NSP D75C PIPE INLETS LAQ�l� STEP AND TRASH RV �TA1IS 0 ❑ 540H Overhead Signs-Box Beam Closed osed Truss - Sin Single Post Cantilever, ❑ NSP TIA TEYPQRAIIf' CRASH CUSN101�SAND FILLED ((1N1OPECTIONAU CITY OF RANCHO CUCAMONGA I g ❑ ES-6MA Signal and Lighting Standards - Case 5 Arm Loading, o Frame DetailsWind Velocity = 1 1 3 km/h. Arm Lengths 15. 2 m to 16. 8 m C1NSP TIB TEYPOIRAW CRASH CU OV, SAND FILLED (BIOMECTIONAU SHEET Z O F z M =, C3 -S401 Overhead Signs- Box Beam Closed Truss Single Post Cantilever, ❑ ES-6N Signal and Lighting Standards - Type 40-0- 129 11 Frame Juncture Details El S i gna I and Light Ing Standards - Case I Arm Loading, Q�oFEss ,oh4 STANDARD PLANS LIST w ` ❑ S40J Overhead Signs-Box Beam Closed Truss - Single Post Cantilever, Wind Velocity = 129 km/h, Arm Lengths 7. 6 m to 9. 1 m ',�a , " "` `�° ( JuIy, 1997 Edition) J Post Details C1 ES-6P Signal and Lighting Standards - Case 2 Arm Loading. y E. R. SIMON c _ LA_m APPROVED BYE DATE Z C3S40K Overhead Signs- Box Beam Closed Truss - Single Post Butterfly, Wind Velocity = 1 29 km/h, Arm Lengths 6. 1 m to 9. 1 m gfl'�C ,,b• Co372o7 CITY ENGINEER RCE 4953 0 Frame Details - ❑ ES-60 S 1 Signal l and Lighting Standards - Case 3 Arm Loading, XI).6/30/00 DESIGN KM PREPA ED er. RECOA NDO C1S40L Overhead Signs-Box Beam Closed Truss Single Post Butterfly, Wind Velocity = 129 KM/h, Arm Lengths 6. 1 m to 1 3. 7 mk As C I V I L J. SAWTELLE Frame Juncture Details ■ RSP ES-M SIGNAL AND LIGHT/NG STANDARDS - CASE 4 ARM LOADING, r4 cap% 0R1 IN ssF EAST BERNAROVNO C 92�oeE �o IMT ❑ S40M Overhead Signs- Box Beam Closed Truss - Single Post Butterfly, WIND VELOCITY - 129 km/FARM LENGTHS 7.6 m TO 13.7 m � SEARLES 4 cF 30 Post Details July,1997 Edltlon (REVISED AUGUST 6,1998) `"ECD ER.Sl" R.C.E. No co.V207 DRAWING "M S E.R. S I MON DATE FILE NO The Standard Plan sheets applicable to this contract Include, but are not I 1 m 1 ted to those i nd i cated by a marked box. USERNAME _ $$$$$$USER$$$$$$ CONTRACT NO. 08 - 443431 The Revised Standard Plans (RSP) and New Standard Plans (NSP ) which apply to this contract are included as individual sheets of the project plans. TIM PLOTTED = Fr Jan 22 11 : 40: 35 1999 i I i i x 243 44 1 --`------------•---=--=-- 245 1 •-------------------------r-----------•�-------------�- -------------------------------------- 247 ----- --246 +------------ ---- --- -------------- ------------ - 242! 249 ------------•--- ---- 250 LLI1 ....................... _►-____--___--•------------ ---- °D N _ FURURE " AN LINE 0 w 13-------- _ _ ROUTE _ 1 r--_ 1 1 ___ 1 1 w FUTURE ` BY" LINE -------------- _ 1 cn ---�__--- _ 1 EB 4, ON RAMP W --_-_- N 1 W Q ----------+-----------. x 11 - ---------- 1 --------r-------------'-------------ti3 ------------------------- 4 �9I"- - ------ ------------�---------•---�---- 0 1 1 _j : �, FUTURE " AY " LIN w '• EB OFF RAMP Z 23 Q ` H ` LINE y�c w m q� � w -iz w w ��` ` H' LINE U x ti�F 0 U U J (n W U m Q i U a ULd Q i9 W titi U cr >- P W o p�� Z W z W � J cr W I ° Q Y a ' Y" LINE I o I L — z a ' N � - 1 x I L 1 W C 0 I L xcl. DESCRIPTION OF REVISION DATE CITY I C 444 NORTHLAJ SAN DINO ASSOCIATED ARROWHEAD AVE 1D U SUITE 203 'D C SAN BERNARDINO. CA 92401 U Qf'. CITY OF RANCHO CUCAMONGA a z etric o M KEY MAP ' SCALE I : 1000 x W ,, QRpFESS /0 K - 1 w J Q APPROVED BYs DATE F-- c+ CITY ENGINEER z cn E. R. SIMONRCEo 2495 C037207 m DESIGN PLAN PKPAREo 9Y. RECOMMU 0 o � J. SAWTELLE xp•6/30/00 O DRAW 685 EAST CARNEGIE DRIVE SUITE 2/O in O ALL DIMENSIONS ARE IN *,r C I V I L �EARLES SAN BERNARDIvo, CA 92408 SHEET 30 W o M.METERS UNLESS OTHERWISE SHOWN r�rFOF. CALI \P CHECKED DF O E.R. S/1bW R.C.E. No CO.T7207 c 1 NG Na. � 1 E.R. Si 110N DATE /(/ �/S a O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 FIDE No � 01 SCALE IS IN MILLIMETERS ( i I i I I I USERNAME _ $$$$$$USER$$$$$$ lv)j IT I ME PLOTTED = Thu Jan 21 161 03, 54 1999 CU 08326 EA 443431 6. 7 m Lt ' H' 16+96. 800 o REMOVE BEGIN TYPE Al -200 CURB - - DRAINAGE i ------ /yy ``. 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ONSTRU T.,I i '` ( 1 �+l (n w i j 1 \ I '''�% /-��.i' ! i � S✓ 0 N , \\•\\' 1 1• t ` ' / J }} / \ zi p U r 46. 87 I i 4 ' l qa6 \ -�-' 445. �� \ , '.., i �,,� - , j - n 6 ` 446. 35 i O ti 8�, i 1 U \ �-\ J C-.` ,•' I j --'_ ' \lf .` ;' \ � .•L_r' \ �!'s✓i fi � � � 1 `- 4 I - I SLOPE45 6 j "46. 7 �.. f /6 3 ~��% n '5. �S E' E �~�� \ti - ` f 1L 4�; 7 I \� 5. i -- �._ 443. 79 2 i `, �,, '' +6. 92(. I �;4 6. 4 2 ���- f 5 � �� , LU -cr cc \ �'�- R/W w W oX_ - - ! f �I n ; 446. 19.\. -lv�'- �;� 4 +5. 69 �"" ' "ti. 83 `_, ; �,'� �\ �t Z U ` fes, `'-+ \�� _ 1, Cr m a N W �� 1 443. 88 �'-,3. 86 \\ �• cdt, 13 1 � )��3 N J -' , 4 4"!3. 30` � 4 4 1 w 443. 9 \ 6. 7 m Rt ' Ho 19+65. 00 > > �.`' 443. 7 6 ) ``'•�, "BEG I N TAPER i ? i k 11i� ( \ �,� < v� � auj OBLITERATE ' H' LINE � Z cn EXIST 6 7 SURFACING Jr I V 1 . 0 0. 15 3. 3 .-- - --�''i C-� `� _ :�?. 30 4 2. 69 10. 2 m ''.R t & H 0 END TaA P'ER S Z REPLACE 75 mm AC I 442. 76 ;' \ 2%� ( TYPE A ) TO MATCH I � �\ ; , 4 30145. EXISTING GRADE LI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - tl ill �tl� ' a 4 4 2. 3 4-"- x r XZ '-- - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - -- - - - -- - - - ---� ``�\ I ''� = Q 442. 79 �+42. 32 • : , m EXISTING PVMT 44 I 68 { i TYPE Al -200 % r X40. 57 ' ,`, ' ' 1 { CURB TO REMAIN :: 4,4 ! . 76 / �',;'•11`,� 1 z 2 50 mm AC ( TYPE A ) L W 441 . 2 ' , ^_ 8 4 4 1 . 26 • � ' `�; � DESCRIPTION Of REVISION DATE CI rr a' IW 4 4 C ��11 L SAN BERNARDINO ASSOCIATED GOVERNMENTS � I C SECTION A - A ��---�� \ 44 1 � 42 440. 7 7 SUITE NORTH444 03 ARROWHEAD AVE � v / 440. 97 ` \ SAN BERNARDINO. CA 92401 v NH " 16 + 96. 800 TO " H " 18 + 00. 000 Ln a CITY OF RANCH ' a 440. 89 0• 0 CUCAMONGA v1 *tdo O 440. 31 M NOTES: CURVE DATA 1 . OR COMPLETE R/W AND ACCURATE ACCESS DATA, LAYOUT N0. R p T L 9. . " SEE R/W RECORD MAPS AT DISTRICT OFFICE. �\ �-� -, 1 . . SCALE I t 500 w QI 280. 000 3 1 - 04 ' 30" 77. 848 15 I . 860 440. 2�-'`r RpFESS � L - 1 -j X 2. UNLESS DENOTED OTHERWISE, ALL DIMENSIONS FOR ole °�,� - Q 250. 000T 31 . 20 ' 21 ' 70. 129 1366. 743 �' APPROVED BYs i AT � MEASUREMENT OF LENGTH SHOWN ON THIS PLAN ARE - D E z E. R. SIMON �' CITY ENG I NEER CGCI,i. RCEs 495 z N METERS. m DES I CN 'LAN 'IIEIAREO eye 0 W C037207 mN0E0 4. SAn'E LE � Q # xp.6/3 X00 * DRAW 665 EAST CARNEGIE DRIVE SUITE 2/0 sir v+ O SAN BERNARDINO,CA 924M > ' ALL DIMENSIONS ARE IN s,' • c1vll \' W 6 30 O METERS UNLESS OTHERWISE SHOWN °f' CAL I CHECKED E.ft.S/WONI oR,,.1„D NIL N E.R. SI `(j S _j O owrE BILE No p FOR REDUCED PLANS ORIGINAL O 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS l I I I I I I I T I ME PLOTTED = Fr I Jan 22 1 5s 351 29 1999 CU 08326 EA 44343 i ' CURVE DATA NO. R O T L OBLITERATE EXIST 6. 7 " H " LINE x OI 120. 000 40. 46 ' 29" 44. 597 85. 398 SURFACING �' , �\ (- 7 , r i ' I , ? { N 570700 20 i70. 000 40' 41 ' 15" 63. 033 120. 722 1 . 0 0. 15 REPLACE 75 mm AC 442. 1 8 I 444. 20 r- 44-'' ;--� �' ; (TYPE A ) TO MATCH - f EXISTING GRADE - , , 4 4+2. 1 0 i I -- i t 7 � v TYPE Al - 200 EXISTING PVMT 443. 84 443. 34 ( , , 1 -I/ f 442. 96 44 ' 80 CURB TO REMAIN w , 250 mm A C ( TYPE A ) � m L T " H' �^ / '% 2 � ' ,T EN( _Q_ -200 CURB SECTION C T I - A --- -- o� �---- p�� __ ----- o- i �.OBL__i T E R A T ' . w !( ' O N A /'W------ o H L --f_ _�_o ff` _._-_._--------- p -.- _ o U R Fit L I N G o ff a i " H" 22 +60 TO " H" 23+47 --- --r,=- - -- _- - _ - oil -�L I w - 8 2 I _ ._�a ,--- - -- t ff - I , , I I � - r--- ;, --F• �--.O.;L I 4Aft +�L R-f-SIV 0 H L cr pHs_ - _ 22 65• -``"``�- -� -A -..2. x , •� 0B L I T ER A T E rr� + : 562 -CURB _ __--- - --- - H w - 6. 12-- = - - E G I N P L A C E;. A (M I S C <A1�E __ _ __ - H 3; 2 :�- __i________ _ SURFAC I NO-) - _ --- 04 - ` r' -- _ . t CHA , _ _ A - 305 mm S E W LINE F 11�i L t N 1G F E NSC E -�- v�---- --- F _ B L_N-TYPE A I -2 0 0 CUR _ , (-TY.PEr CL -;� . 8 ) - -- -- TO BE fi 1`;[ST A L L E D' $Y -- x --- x_--- _ - -'w-- _ ---- - -- - ----- _ HERS DURING _ - f �� -- -�:_ �- X 2� rte' •f _ ..� r1' - �, vv � X yr-- -......_,b-.._.__-,:.__. _ , • t r_ � - - - --'1-- _ -- 1 } _ N -- --- -- _- __ CONSTRUCT I - - '-- -- r' .- w1 W Y 1 Y _�. �Y • -4 - - - --Y _F^I _., -- 68 o 99 75 - - -- -- < w Lf - - - = - - _-- - - - -� 3 0 W �� �--- n o Y ' _ ___ - - ___ N �p'f r�_- ---______- _.�- _ - 6 --m 23+47. 821 v. __ _ M1r • - - _-. - 2 � �. R T 42, U ' w :r �OP� EAS 1T' r� fII� , --- r Y �: _- \ ' 150+ �. 000 t / - -�- �---- - , , - ' ;; - _ - N10 '••, E N Q CON-$T R U C- I '1 �--���----'• %' _ _ ._ ..---��_.._- , fo _- (�- `_ _ �=• -• 1' ---_. � _ , , I ---`..-nom_' ♦�, W�. +'" _ �- �. ,; w , 1 - -- - " r- _- k N - • .ti• 5 7 Q a0. 6 Q `.� ! + _•_.i:". ''.v, _ � -'' � �. {Y" � I SCJ f,� J^� A 'A ) '�;'•� L_ `� l v _.�... PLS . -•I ; ,, -� ��N 7 - 1 L t =' 5. 000 6. I + - ,- -,; � .- � "�~ •�'-� � ._L,--_--_ =_ -7, � Rt H' +0 E� x wLu �j: / _ 11 ; 2___ - -� -TAPER `,- --� - -� /. - - 1� EN TAPER jI SIDEWALK x �; ` �t �./ •�•• 1- Ir J� ' ^�� .. ' i aao� ,• f� ` U , : _ - - T' N / W ' ) I .�00 ;l m / r --- i Lt - --- - f 1 a _ TSP _ _ _ EG N -- .l: l Y� .J22 =1 - - - C - J: -- ` B 1, .y 6� tL c . _ i ' 17. 9 m L ! , !, . .l 7..r_.9 m R t Y 0 _ . s _ '4 YO 15a+ (3 Q' `- - :�.. - ,' 15•C}+95. 00 ,/.= :, - : _ - �- 39. 65 I P; 5 ; -- - , 171 w END TAP '' ' f% - END TAPER f .%%-� - �� L 2 0 \ V0 f ;� T . - J t ( ` . i' !� ' 1/�' , 1 rL ; I C I I , i �--� = / �'�. �' w -� 1 r , ` r�{`; � i � ' I t I � �• ._-..-.---••'__•_:__. _%_-- �-_ , , .//` if j i /' ' i! 5 �..fT�T'1 r^ I • Fit,,17.`I _ A2-200 A2-2 , .� ;� -� / ik � ; �- r -- - - - - - - 0 BE CURB CtJf��,.. - N _ ERS- DURING 440. 74 C T i j -4 3 5 , ♦ ;X � ! - •, -- - �- ._. __ 1 1; '; _- . .,-�.- r' G'ON S T,R' 4 � ,.� ON /� 1 r i ' I I ,• / III I ---- „/•` ":.i -_;i'' / V t 1 , ' ! /j it Y s 1 i, rr ` !• ` r1- r' 1 :AJ9 ? ' '� / ,'' / FC 4 3 7. 9 8 I 0 :::TTf i ` /1 _ _ -U-' /t I 1- --- I i ! , 8 9 5 2 0 5 :(T/Y'P 0 2 �n Rji� H 2 I * 5-4 ! , • ? t1 f � r1 . ''t , r i ( 3 970 -- 2 - BEG I TAPER J �z _ c a• W O t I �' -- 438. 7 2 l : ' x r O \� - ) 436 � ��, ! _ �'" - OP OF COT I 4 0. 8 7 ! 4 24 - _ r 1 ice: . - 0 F r T z • !r c �LAJ I �w O � f - �.._. �' , i : 4 i E-�• Sl i. SLOPE 5` of Q �}' --- I , ,r- r I S = a ; ', i I Y I r E E T tC I w �J_ , -, -f,-�. DESCRIPTION REVISION CITY DATE moo. ( I �- FOR DE-TA--I L �� \ r�� ! i I ��r' 1 i; SAN BERNARDINO ASSOCIATED GOVERNMENTS L W ! f f ��.�.�% ERNMENTS 'i � ` N 570500 ^'�,_ ,, ��' 1 i -; / '`� �' _. � 444 NORTH ARROWHEAD AVE ' ' SUITE 20310 o U� ' H 20•+69 Bo � � 7�5b0 `✓' �l I I • ' `I ?7 Cti SAN BERNARDINO. CA 92401 U b '', 44 20 � Y _t 50+ 59. 000,E 0T � Q ' i �li z A -, �00 439. 3 `J` 39. 8I I ! �� CITY OF RANCHO CUCAMONGA p CURB � i _ do ' • Hsi' 5�' ! I I ' ; 1 j' !I 6. 4 m Rt e , L, I I ; a 1 r N - 3 \ -- I t O ' � �;"� �I� ; � , , , i 35.,,24 �; . oo � � � Y 150+ LAYOUT BEG1-#- APER ' r 1 II r 438. 78,,L) 4 � 438. 88 1 ; � f! SCALE I e 500 N x 16.x ` �i IIS ' � I ?� II � ! i ' ' �---' �.:--� _- 38. 82 1 I l _i `� 1 FEss L - 2 w r i II " Y " 150+20 000 x+38. 7; ` Qao /oti, Y "'v . �`*I i II 435. 07 0 ' '�; I,l+ �- �'V . 69B �� ' .' •'q i ; II In jj '` ' I'll END CDI �TRUCT ION ��� x - - __ APPROVED BYt _ IAP - ', , x: o C t TY ENG(NEER / '� DATE z �( `� E. R. SI RCE 4953 0 , ' 1 '1M SEE �`C I TY OF RANCHO,-C MONGA 1 - Z �s,�, ��, o 3 , r I �, .REo w C R 3 o f �-- - , W RECOWENOW EEXC 8BLVD. PLANS �'�_.` , POOL f, _ a rte, co372o7 � v o 4 3 8. 3 4 t! # X0.6/ / 0 * DRAW 665 EAST CARNEGIE DRNE SUITE 2/0 SHEET V) ALL D MENS I ONS ARE IN s,4 CIVIL ' M. sEE: SAN BERNAROVNO. CA 924ge ' METERS UNLESS OTHERWISE SHOWN CALF CHECKED -or 30 a o0 E.R.SIi1gM R.C.E. Ro �� DRAWINGN 1 E.R. SINN S J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 DATE -FILE NO, O SCALE IS IN MILLIMETERS 1 1 1 1 1 1 1 1 USERNAME _ �$$�$$USER$$���$ T I ME PLOTTED = Fr i Jan 22 15# 371 37 1999 CU 08326 EA 443431 - - --- - --------- - - x x x x x STATE OF CAL I FORN I A - DEPARTMENT OF TRANSPORTATION OVERSIGHT ENGINEER CALCULATED/ DATE REVISED BY DESIGNED BY �� &&WW PAUL LAMBERT CHECKED BY DATE REVISED N c C p 1s J�b 16 .hb -N _N 1s -m _. -bb -bb I i I ♦ 1h. 1.16 -m -N 1s 11 U1 to (n U1 U1 W N - 0 - N W rn m -s cn o) -4 OD (D o _ w _N x n + - _ : , - -,.. - a- .., , . . . „ 111 .1 .. , ,•.: „_ . .. , . 1 . . . . - +61 . 985 MATCH - E)( 1 ST•I NG PAVEMENT , ♦ I - : . _ . _ . :,:. '.. ..F... ..r• -.... - .,. : .',.a , . r. . .: . .•',- r s c _ : , .3 - - ` - - - - _ . . . . .. - .... -- u EL 1452. 505 ) : - . - I . . . . . . 1111.. . _ . . . -- - 1111 . : 6+66;. 800 .a :.: _1:111. , , + 7 t . ,. 1 . . _ : = . EL = (452. 415 ) _ . I . o , . .. .. ,y .-.>:..y ,1111 i, ,.-..., .� ..:-'.,:i- ., • , . .. , . •.... a.a - , .. • , - _ • , _ ..._ ... k i... v,i.. 3 _ v - - _ - - : . .. .:- - :< : . o. y - .. , ... , .-.. , ,. , - , - .._ .. -. ._.f i -1:1_ 11 ... ,... .., - + 8 24 • I . _ . . : : : . - . . - : . EL . (452. 30:4 } : -� I . ... ,,..,.. ,...,.. . _ . .,:. . ,; . -._..-__-__ +l-. .- - - . . . _ . . . - 11. 11 ..: 0 1... rh . ...,a...- „ 1111.. , -.xa: � - - _ e , - - _ .. , - • .. I .. _ - 1111 1111. .. ..-,1 11_11. r - , . 1 . , . �„� : . - - - : + - m I. : m. . _ : . EL = (452. 223 ) - I . a-....�a r.,-,,'a. 1:11::.1 11.:11. 11 1111.. : . -. s . - , < ;., ... , f , - <,.. _.x .. ! 6♦96. 804 o : o : : . wl 1111 : : _ m - , _ _ :.. +00. 339 : 0: , ... -.�, _ : : EL * ' (452. 175 ) _ = I < - I-. . .,. - . . . . , a. . „ _ .• ., ._.. : : : ..� - . . - ,. � . . 1111 . .. , . 1111 , . ., - � : - - . - : - cn i : - : : v .. .. .... _.111 1. _ T. . s I . . - : _ + 1 3. 655 . 17+ 1 I . 800 : . . z . r...,.. 3 :,.-y, -..,, -,. .., ,-e'. - „,. , , . , - . . . . .. . - -... 1111- - • -. i,, - .t 1111... .. - , , - a 4 E . :.', - . = : . - . 5C. 4 . - _ 1 .. r _ 1111, ; . - : - : EL = (451 . 877 ) : I : , . - r- _ e e . . , a _ - - . _ . . 1111 . . , _. 111.1 _ . . . - - - . . . - I 11. 11 , , :. , _ .. Y :.. : . - - _ + : . : I • , 1 :1. 11, , . ;,. : : o. ;. - ; 1111 3 394 _. . . . . , . . .. .. _ : , - . . . . . : EL z (451 . 680) : : . . .... ...... . .r ,.,...1'.".-..- -,1._, .;•..:-4 .. s. , . _ , , , ,. _ - . .. - .. a - , . - , ... ,.a.. ..;. .:.e., -,.:r... 111:1; ..-.- - .. , „ , , . s W. 1111 . . - _ _ - _ j- 11. .:., 1111...-- ,.:.::.- -'- - , . ,-< a,: , -. -. : -_, , , _ - - .. - .. - . .. . . . . ,.- ,.- o. ' _ - 'r -•. 1111 . +4 351 r. :. I , EL _ {451 . 492} I : . _ . . _ ,. . , . . 1111 : li . 1 . . _ +50 517 i . , . . - _ . , . , : : . EL= - (451 . 2343 . ^' I> : ^' . ..:,:-... . .. ,. .,, i .... ......... - _: 111. e . _ - - - . .. Ix + . : + 58. 988 I X ._._ IN r 0 00 BVC - - . . 1111.,, ... - - 1111. ... 1111 . . ... e_ , • .-. . . a „ a , a , . -. . , .. . . - + 450. 950 EL - ._ " '(450. 98 m 10 : m - : : : . . E L v I.�, o . 1111,, ,-. .. t. � - . , . - - "- ,. - . . r . . . . . , < _ : - . _- , . : 1111 . : 750 mm Water v 200 mrn Water /' = N ._ , 'T' to M . ..-- ... . _ . . -. w , T . . , , a. r . ,. r .. . i / -0 - p . 0 ID � . .. .. .. 1 1 1 1 - p I - " -:. _ - r - - - - - y 1111. . .. / .'... .. - O ..-_ _ _ _ + . _� lO _ . - . , .. _ . _ � , , .: 1111,` / _- . : / : 0 . . - m - �z � : . / . 0 . - . .. ..1 . . . 1_, .1 . 111,- ._., ., , . . , _ -•...._ . . „ . V. - . . - _ - 1111 / i ,... .. , : .. 11 1 . .1.f. .117 . 1 . , , ,.'.. - . ., - 1 1 11. - , - _ .- . ._. - . .a. _ .._ 1111 - - 1 : ...: ... . ..: .. .I.. _ . . . � . . 1. . : . r _ . o� m l._; C�.. . - . ..I .__ . � . % �. no + 100 000 : . >� - 1 3 . . ,,. -.. . . 1111 . ._. . .- I r - - % a- : - . mm : EL = 449. 746 . : ..,- -d... .,.:1.111 ,.:.. . ;1 . . ;. ._ : _ . . : - v : - 1111 : : -.. ,, - ;1111 . . . :< ... _ , , . I (n c _ _ : j ... . -m : - _ : _ : zv :., a x ,. .y .. _ .. ;.. -. . . . K� : : . - : r - - - . rn 1 _ It r> rn + < \ - , . ; . c 2 2 . : : _. _ ;. _. ,. 1111 ,. . .; ;- - m _ - 1 : _4� m m : . 1111 . -, � _ _ m m _ , :- m- T> . IDEN . .:`� -: _111.1. 1'I m v --I - I ,.. = : 04 t - I - - _ . :. . ; .7111 . - 1111 -. . . . � . .. - - 1111 . . . _ . 0- - : Z -u - _ , Do I I : _ . . I . N N ;-. .Z�: . . . .0 1111, 1117.,. . ...,.. ."7111 _ : . - .. 7711 ; . ._- 1111 7111 , ._ . . _ . . . 0 0 0 -+ rz- _ m +40. 000 EVC bib _ . A�1 . D Q 1s -bb _ as -h. � -m � 1,T 1s 1s a = < -N 11itp 19 Z. is � Ln L , cn (.• i m m Zf" "!� , 1 -- _. cn _ . - - .. _ _ + < - _ w 1� to (m -4 o0 � AE : . % . . . 7111 a... . . . . . `a o z O 0 0 . rte : _ - _ z . . . �c . : . . EL 447. 615 v . . . . - 0 0 - - I8 +48. 661 i . > > : . _ E _ z z . : - . , .. 7111 . - , . . 1111 - ,. . .. - m - : . 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O� Iii = o _. % :� . . . .. . �rn• - A - . •� z � o 11 . . . + 76. 500 BVC , , r , : . , . , : - - . t . , t . - . i , , I , . . . rTl > � N + EL 440. 346 �� I > = o ., 1111<. ._. i . .r . .;� 1111.,. .vl � I < = O < � 111 <rri C) a s I v : - : : : : \ r '" r ?2 - - rn z o : : : : : I : : - : : : I : ppm r .' t ,. „ - ., • , z - .. ,. , -„ , . .< f, ;. 1441, - : ,., ,, _ 1111 _. v,- i .y .s. ,�- £, .r, 1, 11 R rn oo n o • 111 .1:. 1 . . .11 ., 1 1 : . .. .. .. . . . : a• .. .. . -. . r , I . , :, f - w yv N DIli- / ' . 0' Z o MIATH LINE STA 2C�+ i : : : : _ Ica I • �+ .� SEE SHEET P-2. , _ . . - 19 ro y �^ : AR . - - _ . - . . . w r #A c+ 11 � 16 1s Z6 1s A � 1a � I 1 I _ LAI 1s 1► � 1s -N � .& 1a is - O N lD O _ N W 1� Ln O) -4 OD .\' � \ ..\' X .\' ' LAST REVISION . 00-00-00 DGN FILE _> i \30_seg_5\cadd\h i gh I and\h i ghf0 I . dgn x x ,- x x x - STATE OF CAL I FORNIA - DEPARTMENT OF TRANSPORTATION OVERSIGHT ENGINEER CALCULATED/ DATE /�, DESIGNED BY REVISED BY CI aw . PAUL LAMBERT CHECKED BY DATE REVISED c c -s .� .0 1s 1s � 1s 1s 1s .� A ♦ W W W W W .A I I I c� �I .' � �+► x 8 c� 0 .& Ln - O - N W cxi - N W d (J1 c� 11 OD \ .\' . . . - - . ._ a:., .,a.. , I- X1 . . :. A : . . . . - ' . . . _.M T. L.l NE . STA-- 0t 101 , . . : 1111 . _. , SEE SHE .. : ETP I s + 14. 500 . : - : - = - : . .`..y �- 4111: , ..,u U - .- f , .. .: - - .. X114 -... 1111 .. .- .. 1111.z ... ,, ..- -... _ EL 4 , - : _ 38, 32.2 - - ! - ,. :, _,. . .:..,1111 ... , : i. , , . . . , . 4111.. © .,_ __ _a ; •: , 14 . ,.. y , , F, ,,. - . -.. -Y < i.,a ..... ... . ! i , .:i i •k : . - _ 1 . - ^ . . s . . . . a. �. _ 1411 ..� .. .-. 4111_.. ,,- ... : .s. _1111. .. a: ` - - - _ - L - - + , . 1 111 i ,.- , , 1 14 1:.,..,. . ,.,.v : ..,. 11 7 - .. - - , 4111 ,.. ., ... 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STATE OF CAL I FORN I A - DEPARTMENT OF TRANSPORTATION OVERSIGHT ENGINEER CALCULATED/ DATE DESIGNED BY JS 2/97 REVISED BY , ` � PAUL LAMBERT CHECKED BY RS 2/97 DATE REVISED N Z C � � .is -N -N r W W W W W 1 �► � I I I I 1 m rn U1 cp � OD W O — N .\' \ \ 0 4 . - ' _,'. - ..,: n ....,.-, ,,a.,... ,a._ ;,-.ns...,•. ,, , . . .:; ... z . _ _ . r. . <—,,•:.a....+. . , .::t,.,+, ..t.e,..__,.-:,..,,., < f' , ,_„ , _ a .. , ..., . , - .. - . .., i- .. --.,x♦ -. _ i r ...4 a ..., .- ... , , a . - . , ,, z - - _ _ ... ,. a ,.a e v� - - : _ - _ _ - . -.., ... . .., '-- .. .. . . t..,. ..:.� -,. , ,. ,,,a.-,:.,:-. �.. ......�. .. , . _ - - - _ - •....; e.,.a.:--.,- . -., .:,a,.... ,—. , r, , . . . - a . , .. , - - - : . . ;.:. , :,; i._¢,-;.-., -;,_ ,t-.-.:..-;, _ , , a , _ -,. , . ._ .. : .;.., ... ..,,, ..... ., , . , , z..., ._..,a n j. . -.,i- :. — :, . -.:.-. -.. . . .. _.a., ,a,. x.-_.. . .a, .,. - . „ - , , , - £ . . ..:, •.,,. .:.,.-,a ..... . ....... „i♦i_.: .{. . , w . , a _ _ _ _ ...- 1 - _ � _ : . : _ • : - _ _ _ - - - - ! ; : : . ,...,...... , . .. . - . . a , a .�� 1 ..... . , _ x :- T ': <��:� �.�- -_ '- a a � = r. a-e • _ _ ♦ - a a - .:i - _ , r a lx _- r s z .- , , f - .- - - : • .. 1 , : i . . _ x _ - _ _ . f.. .. ,.. . 1.,., .. : .',. . .:..., -�C 0 : - . : : O : : _ _ : - : : _ : - : : : : : : I I : : . 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D nZ s : : - . ...y . w ro . : . z : : - : ;. a . } i, �� t cn cr C . : . : : _ 5 Oo n _ . w .. n - ¢ . . .,,., -. , , - . , N D : : . :. :.: . „ . , , , . O . �o - • _ A_ > : . : - , ' N9_ Z C : a _ , . , o r'' .� C7 4 _ . O N w p 2 -N � .m � I I I I I 0 s � O � N � � \ N LAST REVISION 00-00-00 DGN FILE _> j o \30_seg_5\cadd\h i gh I and\h i ghf03. dgn x STA " Y" 150+95. 000 STA " Y" 150+95. 000 17. 900 m Lt, END TAPER 17. 900 m Rt, END TAPER CURVE DATA N0. R p T L u' 2. 00 m CONC OI 250. 000 31 - 20' 21 - 70. 129 136. 743 A2- 200 CURB 438. 722 439. 068 22 438. 7 SIDEWALK (TYP ) 02 120. 000 40' 46 ' 29" 44. 597 85. 398 ( TYP ) +95 +95 +95 03 10. 700F 83052 ' 26' 9. 613 . 15. 664 40 10. 700 77- 35 ' 33 - 8. 602 14. 490 438. 644 438. 931 w 05 10. 700 107- 47 ' 23- 14. 670 20. 1 30 +90 +90 m N © 10. 700 97' 1 4 ' 56" 12. 147 1 8. 16 I 4 438. 644 l o w Z +90 STA " Y" 150+84. 278 Lli N °C STA " Y" 150+ 81 . 425 J 17. 686 m Rt, ECR � � 17. 628 m Lt, ECR 5 0 w < x 438. 507 438. 657 438. 552 2 STA " H " 21 +04. 035 � �� + 80 10. 00 m Lt. BC a Lij 3. 3 m _ ( TYP ) STA ' H" 20+ 38. 579 6 Ln Coc . 10. 200 m Lt, BCR cO 438. 753 w m 438. 572 rn 20 0 438. 555 + R= 10. 371 10 _jz w 30 7 m Z 438. 384 438. + Z) 0 Y 438. 809 ( TYP ) + 70 438. 549 _j cn + 20 438. 348 4 8 44 +20 � w o U s 438. 404 STA Y" 150+59 000 POT= + 10 STA " H" 20+69. 177 BC 438. 368N N 438. 110 0v4- +30 STA H 20+65. 207 +60 438. 087 2 438. 357 w W N H EC 438. 083 438. 071 +90 +20 438. 605 I GHLA + 438. 197 x- - - z m � +20 N� AVE + 70 80 +00 cz 438. 159 w� � I �418. + 10 437. 947 438. 413 438. 191 438. 075 438. 075 2 +00 = ...1 40 + 20 438. 176 50 60 437. 822 ...1 + 30 437. 915 S 890 52 ' 05 " E 437. 837 w +40 438. 837 3. 970 + 50 0437. 674 4 710 Q 437. IL STA * H* 20+92. 765 10. 200 m Rt. C 4 3 437. 417 0 ++40 437 4 ALL DIMENSIONS ARE IN F543METERS UNLESS OTHERWISE SHOWN � - 40 c STA IH* 20+43. 479 a m 10. 200 m Rt, BCR oil • I � x . � Y o N v► Z w CURB RAMP (CASE A ) TYP _c a V t i 437. 066 Q 437. 290 437. 066 STA * Y" 150+41 . 040 ° �- STA " Y" 150+39. 349 +30 0 +30 +3016. 821 m Rt, ECR L 4/ rnio�a 16. 787 m Lt, ECR DESCRIPTION of REVISION DATE L SAN BERNARDINO ASSOCIATED GOVERNMENTS 444 NORTH ARROWHEAD AVE CL SUITE 203 v C SAN BERNARDINO. CA 92401 j xCITY OF RANCHO CUCAMONGA a 150+ • • 000 STA Y 20. 436. 701 437. 017 436. 701 Z +20 +20 +20 16. R � 400 m Rt. BEGIN TAPEtric o N CONSTRUCTION DETAILS N rTA Y 150+20, 000 1 1 I � SCALE ( s 200 14a 16. 400 m Lt, BEGIN TAPER , , _ w C 1 QapFESS SON J LL x `�� APPROVED Bye 1 - DATERSEE CITY OF RANCHO CUCAMONGA E. R. SIMON CITY ENGINEER / C.ICGc.� RCEo 2495 W DES I CN 'LAN ME DAY CREEK BLVD PLANS FOR CONTINUATION W c037207 rn ZZ rn N d �' Z J. SAWTELLE O * xp.-6/30/00 * DRAW 685 EAST CARNEGIE DRIVE SUITE 210 SHEET - o ALL DIMENSIONS ARE IN s 'CIVIL SAN eERNARallo, ca s2�ae W o r4rF _ \1 M. sEARLEs I I as 30 cr o METERS UNLESS OTHERWISE SHOWN OF CAL IF" ' CHECKED E.R.SlKW R.C.E. ND CON2D7 CRAVING NO. � of E.R. SOWN DATE FILE NO � '� o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I ( I I I I TIME PLOTTED = Thu Jan 21 16s 1 702 1999 CU 08326 EA 443431 r D RT 4- 8. 23 '�-- 447. 39 x 449. 7 7 \ -+4 9. ' 9 447. 6 2 ~` REMOVE RAI E CILI NAG A TY - `. • 'p � . 88 - :. V / ASP." ILI � . r v 4577 - - --- - _ F `- ----- _ 4 L-S45- 448 Z _ -- - 6 17 j•� // ..-... --- .. ^ Q4 'i ' rr,..••.••......a••' f l ' ., ` ` •\ y�'r ��., 4 `� 90 448. :� / � .�-.rte //..-^'-1 LLI V) W `< , / ,.+ / /i l .^(^ r/.`_�.\ `-� J n n Q .t. ...... •��. "•'r' r; `` �i� \ rd �'\ may ,`•.-! %'• ,(J l:."�"'..'� �� ��.Y I I 4,'8 '."'•..• +.«•.... 0 W = ' Q.".. %' 37 14 V) i �/ K r 4 4 9. 0 •/ ..,,,•�...."........"....+"•• `�"'"""•�� ` 1 f .�r,'rr / ��--`i Jam_% LLI 447. 4 5 060\ �' ,.. 57,06, 446. 09 x I �j •,. 4 47. 2 2 .- - f ++F' rr` ',�'. 1 \ ' l i + 448. ;3 4 e,•••.a t/ 448. 4 8 i 8. 84 ._ :' 4 6. 84 447. 1 4 ,+ a co w SCATTERED TREES Af"iD BRUSH "°: I __` ti. % ,� , 14 7 _ I I \ ^4 +8. 3 7 446. 7�`�'�- i' 'L,---� f i G RA T C�' bR"i N I � � ' r~1 , , b e N. .,,moo• \ � y:• .:; �\ 1� 4`-1 ^� •.r aU7445.%1-6 _ f w = _" .. I I ,.. _� 446. 87 ,-'` . :1.a6r i... . - a6 , �� I G ADE, TO _ 448 i �'I ;-- SLOPE ---- r �,46. 25 r 446. 33 --� / 4 SEME�fi---' - - -- 1 446. 7 ' , 7 5. YS' i +' { t 44�. 3. 9 446. 42 444. w W �r x;46. 9�.. i « 4 '5. 69 � � ��,. 83 I , _-�•.�............. :�.�.«.__.. .... r _ \ �� 16 W < n• ,r..••r 1. •� i ,,,.,,••••'•.•" \1 :11 - Z X45. 7Q f %�� - r� �F 1 `+ � � �N :i Q -447. 24 I r-�' - -. : /� r--_: ,--__-''"�`�-----� \ 4 3 8 6 j 1 ,� 3 i' 4 3. 88 `� N i 1 � ' 44 444. 93/ 444 3' � ,, ' � `I �- ' , I ' �_ :� � ' s f 446. 29 5. 33 �J 0 ` -`446. 68 �, 20 q LAJ ` ,f - 443. 9 < _; `, W F 5. 96 \ ;;�� ;�'�1 "`a._. 443. 76 cn ll / I ' w 446. 28 ��l _: -+44. 84 `, �`" �- i La Q 446. 36 446. 25 445. 29 ,; c,, ; ' j'; Z vWi 46 ..J! •r" i ( \ 444. 2 0 4 4 4. ' 8 ��/�� �•"' � %' r „ 442.. 30 ., , `- c.t ,4'`• ar„"."'.y,`` r'..-•-,•"`• -443. 31 '••`•.,. • ' f„ •'••\_ 1'i' lI'i / l ";1 3 f' 443. 89 ` -., ,,.. • -.... ( 442. 69: 1 .f . Z 442. 76 ��r: _ : !I ;� ,: � j 3 445. 30 j I 445. 32 / 7. c 4,43. 86 -.I Q -I '.`,r••.....•.••.' L» '•",. t i� �\ 442. 3 - (� L x N 444. 75 ` 443. 8 ` 43. 06- , 442. 7g =+42. 32 �, ""` _._.. •.«........_- 2 ; } ,�. j j' t Z ` x+42. 78 / .....� �«..� ', 'it ,;``' '446. 25 L Q F 443. 22 r ,r ; 441 . 68 n s I• r! 3. 2 2 4'20. 57 "411 . 76 c ( / ,'v --- j ` 444. 30 442. 29 "f; :: L Z t1 4+43. 38 441 . 28 441 . 26 - -- i '�': � ``, DESCRIPTION OF REVISION DATE Ar R Eo. fLAJ - 1 44 T3 `�•. / C SAN BERNARDINO ASSOCIATED GOVERNMENTS - 444 NORTH ARROWHEAD AVE I Q ` 44 1 . 42 440. 77 SUITE 203 U cl- SAN BERNARDINO. CA 92401 / r Q ��% 440. 97 Ln CITY OF RANCHO CUCAMONGA a 440. 89 N a etdo 2 440. 31 CONTOUR GRADING � M • ' SCALE I s 500 4 4 0. 2 6--./. --. Q aoF ESS ION G - 1 4e APPROVED 8Ys ! DATE � 2 x v ,� 0 CITY ENGINEER RCE X1953 0 W E. R. SIMON m DESIGN PLM PWARED nr. RECOM ENDED o Q M C037207 V J. sA�rELLE /SMA O V) xp.6/30/0• DRAW 665 EAST CARNEGIE DRIVE SUITE 210 SHEET tA I * SAN BERNARDINO.CAL 92" > ALL DIMENSIONS ARE IN sT CIVIL M, SEARLEs 12 av 30 o THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. METERS UNLESS OTHERWISE SHOWN 4 °F CALF CHECKED E.R. ��E• �1�037207 �A""D 4 o E.R. SIMN DATE FILE RD O FOR REDUCED PLANS ORIGINAL O 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS l I I I l I l ► 1 T I ME PLOTTED = Thu Jan 21 161 041 41 1999 CU 08326 EA 443431 4 44. 7 2 N 570700- x 47. 59 < 447. 48 4 442. 18 445. 16 444. 20 +44- 1 1 442. ' 0 L 443. 3 4 ,�j 4 3. 8 4 I, !� t / 4 4 4 1 41 . 80 4 42. 9 6 I-A 4 69 Ld -A- V) ........... 445. C0 . , -, ".. 96;,"" Uj 443. 26 cr i r V) Uj > cr044................ O ..............«............•.,...........,........ ......_. x x V 444. 77 X-771 l X L y- ------- 0 m co 444. T- �4 30 0 ..........:,.-, -j z Ld 04 U -- 442 U -SLOPt E A S EL4E cv U 0 U LLJ Z.- ......... 1# N 57 440. 04;N 5 .......... 8 -4e S I I Q� q( ir w -A�ul 41 Z op ...... 7 ............ F ILL THE "-----------------*1 .-7 cyl, Z y. I ST I NG w CHANNE 440 tk� ....... EMEN 65- c 441 . 09 39. 65 Y........... ........... F 1 0 .-BACk . . ..... ........... L L THS r I 1 9. 7 ir E X I S T I.-N-G- vc W (!43 C 138. JC-RANNEL 00, +i+ 0 Q 4 �1 25 -0t.KA c 35 7 440. 74 J C fl op 4 7 F ...... 437. 98 �� i40. 79 c V IQ01 38 10 V) o 0 L.Lj c\j LOPE EASEMENT ' C) L.Lj ,q CL 0 44 0. 87 _5 S LAJ `-4 40. 24 LAJ L.Lj ----44T V)z 0 10 0 aq c c\j 0 J.!y Le> X) S:) (D P :C*/' Co IIS\ /i CITY L" 8 DATE DESCRIPTION OF REVISION LU Q ' I - 'I . r ;i r^ � " SAN BERNARDINO ASSOCIATED GOVERNMENTS cl- % SUITE 203 0 L&j N 570F. 500- cr- 444 NORTH ARROWHEAD AVE LLJ 57 0 .4 SAN BERNARDINO, CA 92401 IV L 39 ` , 20 / ., 10 % , I -l� Im"ll < CITY OF RANCHO CUCAMONGA r ;39. 3 439. 81 U) 0 Te Y 50+ 20 "39. 3 ' 39. 31 CONTOUR GRADING 1 ' � �`'� ( IE) SEE C I TY OF RANCHO CUCAMONGAI SCALE Is500 DAY CREEK BLVD PLANS FOR CONTINUATION 3 8. 7 8,,)--' 438. 82 438. 88 , V�of ES S /0 G 2 438. 70i ;?•.,, f . ( ID <1 LL. x 2 APPROVED BY DATE 4 z -Ziia� RCEs 94953 UJI CITY ENGINE'R Z E. R. SIMON E DESIGN PLAN PREPARED Wo RECOMADWED no. C037207 mV) 66 438. 27 POOL J. SAWTELLE 0 6/30/00 665 EAST CARNEGIE DRWE SUITE 210 0 xp. DRAW I > 0 ALL DIMENSIONS ARE IN " CIVIL M. SEAS SAN BERNARDINO,CA. 92409 13 (IF 30 w 0 THIS PLAN ACCURATE FOR CONTOUR GRADING ONLY. METERS UNLESS OTHERWISE SHOW 4' at Alk- OF CALI CNECKV E.R.SfMW CW7207 DRAWING No, I.- t IL C.it. No c) SIMON DATE FILE NO 0 FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS l I I I i t I I I T I ME PLOTTED = Thu Jon 21 161 041 49 1999 CU 08326 EA 443431 x A MAXIMUM OF ONE LANE MAY F O R SINGLE LANE CLOSURE BE CLOSED ON HIGHLAND AVENUE DURING CONSTRUCTION. NO. OF INSTALL SIGNING AND UTILIZE NO. POSTS POST FLAGGERS. SEE CALTRANS STANDARD AND LOCATION PANEL SIGN LENGTH PLAN T13 FOR DETAIL. TYPE SIZE MESSAGE SIZE (m) x 1 100 m E of FUNDING- Rochester on 1 . 5m x 2. 25m SEE STD mm x mm 4. 9m Hi hlond FEBT PLAN T7 100 m W of FUNDING- o ' w 2 Etiwanda on 1 . 5m x 2. 25m SEE STD mm x I 15jF- 4. 9m > I > > ma Hi hlond FWBT PLAN T7 l a a �E ROAD 3 200 m W I . 8m x 1 . 8m CONSTRUCT I ON I 4. 9m w w I a C 18 of Etiwanda AHEAD 140mm x 14 R 3 w 5 u I 2 3 4 * 200 m E ROAD I �' i ``' C 18 of Rochester I . 8m x t . 8m CONSTRUCTION 140mm x 1 40mm 4. 9m ' 0 o I AHEAD HIGHLAND AVE 5 150 m E END I `' �'��� a > C t 3 of Rochester 1 . 5m x . 6m CONSTRUCTION 90mm x 140mm 4. 3m V) - 1 C18 N w 6 100 m E END I co 4 I V 6 o C 1 3 of Locust 1 . 5m x . 6m CONSTRUCT ION 90mm x 140mm 4. 3m X I O Cr U w ' �E WITH FLASHING BEACON. PORTABLE w a Cr o x w 0 FOR FULL CLOSURE ( ONLY ALLOWED FOR ONE WEEKEND TO ACCOMPLISH OVERLAY WORK ) NO. OF NO. OF NO. OF POSTS POST NO. POSTS POST NO. POSTS POST } >_ TYPE LOCATION PANEL SIGN AND LENGTH AND LOCATION PANEL SIGN AND LENGTH AND LOCATION PANEL SIGN AND LENGTH 0 m m TYPE SIZE MESSAGE SIZE (m) TYPE SIZE MESSAGE SIZE (m) TYPE SIZE MESSAGE SIZE (m) NOT IC E w �- 0 600 mW of _ 200mNof 200msof JI Rochester on - DETAIL -SEEl ' Base I 1 ne on 1 . 2m x . 5m DETOUR '90mm x140mm 21 g 90mm xl 140mm Z W Highland FEBT SC3 Rochester FNBT 4. 3m Highland h I and on I . 2m x . 5m DETOUR 4. 3m HIGHLAND AVE :3 0SC3 Etiwanda FSBT J - w 400 m W of ROAD I 12 NW corner of 2 Rochester on i . 2m x I . 2m CLOSED 4• Rochester & I . 2m x . Sm DETOUR 1 22 800 m W of END I L 0 S E D U 0 U C19 H i h I and FEBT AHEAD 90mm x ' 40mm 90mm x 140mm 4. 3m Etiwanda on 1 . 5m x . 6m 4. 3m CS Base I i ne IC C 1 3 H 1 h l and FEBT CONSTRUCTION 90mm x 140mm TEMPORARILY 400 m W of END I NE corner of I 800 m W of ROAD CRochester on . 8m x . 5m DETOUR 90mm x 140mm 4. 3m 13 Rochester & 1 . 2m x . 5m DETOUR 90mm x 1 40n)m 4. 3m 23 Et 1 wands on 1 . 2m x 1 . 2m CONSTRUCT ION ' 4. 3m - - - - - - 7 Hi hlond FWBT C5 Baseline IC C18 Highlond FWBT AHEAD 90mm x 140mm THRU 11101111 q 200 m W of DETOUR 1 14 200 m E of 124 750 m W of ROAD I Cl Rochester on 1 . 2m x 1 . 2m AHEAD 90mm x 140mm 4. 3m SC3 Rochester on 1 . 2m x . 5m DETOUR 90mmx 140mm 4. 3m C2 Etiwanda on 1 . 2m x . 8m CLOSED 90mm x 140mm 4. 3m - - - - - - W IxHighland FEBT Baseline FEBT Hi hlond w W SW corner ofI 15 1000 m E of I 25 NW corner of ROAD CLOSED I ZCal 5 Rochester & 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m SC3 Rochester on 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m 25 Etiwanda & 1 . 5m x . 8m TO 90mm x 140mm 4. 3m SIGN NO I & 31 x- - - C5 Highland IC Baseline FEBT Highland IC THRU TRAFFIC I EACH CODE C-SPECIAL SPEC SHEET z SE corner of 1000 m E of NE corner of TYPEe I I I OPAQUE-COATED BACKGROUND W a C5 Rochester & I . 2m x . 5m DETOUR 90mm x 140mm 4. 3m SC3 Rochester on 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m C5 Et i wondo & 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m REFLECTIVE SHEETING BACKGROUND Highland IC Baseline FWBT Highland IC NUMBER OF POSTSo 2 SIZEi 150 mm x 150 mm LENGTHst 4. 3 m X .■, 7 20 m E of ROAD I 17 200 m W of I SE corner of 1 SIZES 1 . 4 m x 1 . 5 m C2 Rochester on I . 2m x . 8m CLOSED 90mm x 140mm 4. 3m SC3 Etiwanda on I . 2m x . 5m DETOUR 90mm x 140mm 4. 3m C5 Etiwanda & 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m COLORs MESSAGE BLACK BACKGROUND ORANGE N J Highland Baseline FWBT Highland IC LETTER SIZE' (METERS) w �F 200 m E of ROAD 1 SW corner of 1 200 m E of 8 Rochester on 1 . 2m x 1 . 2m CONSTRUCTION 4. 3m IS Etiwanda & I . 2m x . 5m DETOUR 28 DETOUR I LINE UC LC SEP ARROW PLN RB RS > C 1 8 H i h I and FEET AHEAD 90mm x 1 40mm C5 90mm x 1 40mm 4. 3m Cltiwanda on 1 . 2m x I . 2m AHEAD 90mm x 140mm 4. 3m Baseline IC Highland FWBT a 4 X d. 6E x 9 200 m E of END I 19 NW corner of 1 29 400 m E of ROAD I 4 4D X C 13 Rochester on 1 . 5m x . 6m CONSTRUCTION 90mm x 140mm 4. 3m C5 Etiwanda & I . 2m x . 5m DETOUR 90mm x 140mm 4. 3m C 19 Etiwanda on 1 . 2m x 1 . 2m CLOSED 90mm x 140mm 4. 3m 5 4D X Hi hlond FWBT Baseline IC Highland FWBT AHEAD 6 4D 200 m S of 1 200 m N of I 400 m E of I 0 H i gh I and on 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m 20 30tondo �Base I i ne on 1 . 2m x . 5m DETOUR 90mm x 140mm 4. 3m CEND 1 4. 3m SC3 Rochester FSBT SC3 Etiwanda FNBT 7 HEghwandF BT � x . 5m DETOUR 90mm x 140mm i �E WITH FLASHING BEACON, PORTABLE 31 600 m E of _ SEE _ _ Etiwanda on DETAIL Highland FWBT C a 32 800 m W of FUNDING- 2 Rochester on 1 . 5m x 2. 25m SEE STD 140mm x 140mm 4. 9m - Highland FEBT PLAN T7' o x N800 m E of FUNDING- Et i wands on 1 . 5m x 2. 25m SEE STD 140mm x 140mm 4. 9m a 33 . Hi hland FWBT PLAN T7 C ~ w mi a c a W ` 24 4-C2 TYPE III BARRICADES Z 26 C5 (Lt) 29 C 19 w L 3 C7 7 4-C2 TYPE III BARRICADES w a CITY 0' z 32 = cr CIS 23 3 28 C I 31 33 DESCRIPTION OF REVISION DATE ,P�a - U 9 C 13Q I C3A 25 w SAN BERNARDINO ASSOCIATED GOVERNMENTS C= O of 444 NORTH ARROWHEAD AVE Q � H I GHLAND AVE SUITE 203 v SAN BERNARDINO. CA 92401 W I w w Cl 4 `• .' Q Q - CITY OF RANCHO CUCAMONGA a 1 6 C5 (Lt) 8 C18 I C13 22 N w 27 C5 (Rt) 1 C19 2 C5 (Rt) 5 30 C7 N o ' { a ' a trlcrn z I � Y i SC3 10 �, J j STAGE CONSTRUCTION 10 SC3 1 SC3 21 N J i NO SCALE � ,' w a 16 SC3 SC3 17 SC -' v C5 (Lt) 12 13 C5 (Rt) I (Rt) 19 SC3 o QROFEss roti,` Ll- 05 CS 20 APPROVED 8Y� DATE x I CITY ENGINEER RC 2 953 � >W BASELINE ROAD y E. R. SIMON Z DESIGN PLAN PREPARED RECOIMENOEp NO. c037207 SAWTELLE M1Ma11� �JACs 3 0 V) xp6/30/0 O DRAIN 665 EAST CARNEGIE DRNE SUITE 210 sC 3 15 C5 (Lt) 18 ' SAN BERNARDINO. CA 924M > 0 0 SC3 14 ALL DIMENSIONS ARE IN sr C I V I L \' M. XARLES 21_W 30 METERS UNLESS OTHERWISE SHOWN ,SOF CALICNECKE E.R.S/1�M1 R.C.E. noDRA+.IND no. N ' < o E.R. SI�SI� DATE FILE NO J o FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN M ILLI METERSlel ► I j T I ME PLOTTED = Thu Jan 21 171 371 39 1999 CU 08326 EA 443431 STRIPING AND PAVEMENT MARKER QUANTITIES STATION TRAFFIC STRIPE (m) PAVEMENT MARKER (EA) x PAINT (2-COAT ) THERMOPLASTIC NON-REFLECTIVE REFLECTIVE SHEET 100 mm 100 mm 100 mm 100 mm 100 mm 100 mm 100 mm 100 mm TYPE TYPE TYPE DETAIL DETAIL 100 mm DASHED DASHED DASHED 100 mm 100 mm DASHED DASHED DASHED 100 mm 200 mm 300 mm 300 mm TYPE TYPE • FROM TO N0. LENGTH SOLID WHITE WHITE WHITE DOUBLE DOUBLE SOLID WHITE WHITE WHITE DOUBLE DOUBLE SOLID SOLID SOLID A AY D G C m WHITE (5. 1 8- (5. 49- ( 10. 98- YELLOW DOUBLE WHITE (5. 1 8- (5. 49- ( 10. 98- YELLOW DOUBLE WHITE WHITE YELLOW WHITE YELLOW YELLOW CLEAR RED 2. 14 ) 3. 66) 3. 66) YELLOW 2. 1 4 ) 3. 66) 3. 66 ) YELLOW (2-WAY ) ( I -WAY ) CLEAR PD- 1 " He 19+28. 000 ' He 20+20. 000 9 92 92 8 " He 20+00. 000 ' H' 20+ 15. 000 9 15 15 3 0 " He 15+90. 000 " H' 19+60. 000 22 370 740 104 " H' t 9+90. 000 all' 20+00. 000 22 30 60 I i p w " He 15+30. 000 ' H' 16+62. 000 27B 1 32 132 • N " H' 16+20. 000 ' He 20+20. 000 27B 400 400 - w > " He 15+30. 000 ' He 15+90. 000 29 60 240 12 19 w a x Uj " He 19+60. 000 81-18 19+90. 000 29 30 120 12 1 1 a 11-11 20+00. 000 ' He 20+20. 000 38 20 20 4 " He 20+ 15. 000 OH' 20+20. 000 5 5 o } PD-2 " He 20+20. -000 ' H ' 20+34. 000 9 14 14 2 p °D ' H" 20+93. 000 ' He 22 + 10. 000 9 1 1 7 117 Z Y ' He 21 +28. 000 ' He 21 +52. 000 9 24 2 q 9 3 a W = ' Y' 150+20. .000 ' Y ' 150+ 42. 000 9 44 44 5 U p " He 20+20. 000 ' He 20+34. 000 22 14 28 6 ' He 20+95. 000 ' He 21 + 70. 000 22 75 150 23 " He 22+ 10. 000 ' He 23+48. 000 22 138 276 ' 40 w cc ' Y' 150+20. 000 ' Y' 150+42. 000 27B 22 22 w W ' He 20+20. 000 ' H* 20+40. 000 27B 20 20 x- - - - � " H' 20+95. 000 ' H' 23+48. 000 27B 253 253 W � " H' 21 + 70. 000 ' ' + I Q H 22 10. 000 29 40 160 10 13 x J ' Y' 150+20. 000 " Y' 150+42. 000 29 22 88 9 ' H' 20+20. 000 ' He 20+45. 000 38 25 25 5 w J " H" 20+95. 000 " H' 2 I +57. 000 38 60 > > 60 10 0 Q " He 20+20. 000 ' He 20+45. 000 25 25, a " He 20+97. 000 ' He 21 +27. 000 30 30 ' Y ' 150+20. 000 ' Y' 150+42. 000 82 82 887 306 1254 608 105 82 34 236 49 �- c U MARKING QUANTITIES U. • M O x c 2 c Q U = 2 2 = 2 = _ _ = 2 2 = _ _ = Z 2 = J2 0 c LL' U U U �► U .. 0 U U 0 U �. 0 •-. (� U U . 0 U _ U U U .00 W ^ Q .•. Q JQ Lr < CDQ •• Q ^ Q Q Q JQ m< Q Q Q Q Q Q Q OU Q L ma � � � o0W QW " W ... W ... W JW tYW W W .., W ... w 3W W W W W W W � W O C NE 3� E of 3E vE � E E E 3m 3E OE E E E E E E nE _jz t Z Z � - Q E 0 3 3 3 0 O IY a - CITY a DESCRIPTION OF REVISION DATE Q 3a 3rJ IYd IzC3 txC,1 OD OD 30 00 tY0 tYCJ GrC� Q O a a a O p0 3J rF�o�Eo. H Y W V) LL W V) C� 0 V) 0 N IY V) � V) cr V) cr V) a: V) 0 V) x V) lx V) � V) Q V) V) J V) V) V) V) V) L 1"- U Z V) Z V) Z SAN BERNARDINO ASSOCIATED GOVERNMENTS / w w - aw - aw tYN Iz a a a ac m Iz tr acr w _ Q Q p o � � � W -) Q. JJLL JJ11 Qlh cr co - � - � - � QM QM QO Q � - � - � - M 00 Zti QCD a0 JQ JO SUITE 203 O W = C� W U >- W U >- V1 - 444 NORTH ARROWHEAD AVE _ _ _ _ c� 01 w ao Crt7C �l"f O - Q O O � t-- - O Z - - SAN BERNARDINO. CA 9240f V - N - 1'r - rn - l0 - - � - > M > IM > N > N > IM (A 04 V) N QNU - f1N ON / p - UJ 5 - - CITY OF RANCHO CUCAMONGA a EA EA EA SO m SO m SO m SO m SO m SO m SO m SO m SO m SO m SO m SO m SO m SO In SO m SO m SO m SO m SO m SO m PD- I 1 . 39 1 1 . 70 2. 97 2. 88 *trio M PAVEMENT DELINEATION - PD-2 5. 56 I 15. 60 2. 97 2. 88 332 QUANTITIES "a w 9RoFESS joM P 3 J xits APPROVED BYE DATE4 Z Lh6. 95y E. R. SIf1�ON `' C I TY ENG I NEER RCE 2 95 c� i DESIa PLM ��11Eo eye RECO„E„p� 27. 30 5. 94 5. 76 332 W c037207 m J. _LEE 1 xp.6/30/oO MAIN 685 EAST CARNEGIE DRIVE SUITE 00 J,�Cs MT O ALL DIMENSIONS ARE IN *s,� C I v I L \! * FAN BERNARaMO,CA 92"NAM 2, o THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. METERS UNLESS OTHERWISE SHOWN ItCF CAL CNECK0 Eft.SMW ILC.L NOIa=X7 ORMIND Ilex o / `GS < o E.R. SIS an FILE uo J O FOR REDUCED PLANS ORIGINAL . O 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS l I I l I I I I T I ME PLOTTED = Thu Jan 21 1 61 051 1 1 1999 CU 08326 EA 443431 416 " Il MINOR CONCRETE (MISCELLANEOUS CONSTRUCTION ) X CURB CURB CURB CURB SHEET SIDEWALK SIDEWALK TYPE TYPE TYPE TYPE LOCATION No. AREA AI -200 AI -200 A2-200 A2 -200 LENGTH LENGTH M2 m3 m M3 m m3 _ L _ 1 0 0 103. 2 8 0 0 N/S Highland L - I 0 0 0 0 359 56 S/S Highland between match exist. and Sta. 20+20 L -2 p 0 0 0 255 40 S/S Highland E/0 " H" and ' Y" Intersection L -2 p 0 0 0 32 5 NE Quad - Intersection " H' Line and " Y' L I i ne w ` L -2 p 0 0 0 31 5 NW Quad - Intersection " H' Line and " Y ' Line wSW Quad - Intersection 1 on " H" Line and " Y ' Line W L -2 0 0 0 0 60 9 `" w L - 2 p 0 0 0 36 6 SE Quad - Intersection " H" Line and " Y ' Line W a L - 2 78 8 0 0 0 0 NE Quad - Intersection " H' Line and " Y' Line L - 2 78 8 0 0 0 0 NW Quad X - Intersection " H' Line and * Y ' Line I o L -2 44 4 0 0 0 0 SW Quad - Intersection " H' Line and " Y ' Line L - 2 40 4 0 0 0 0 SE Quad - Intersection " H' Line and " Y ' Line i L -2 510 51 0 0 0 0 S/S Highland - E/O Intersection btwn. curb ret. & match exist. w °D m L - 2 0 0 88 7 0 p N/S Highland IQw o i jZ LAJ Y U - U J (n W 1 QW z i UD U 750 1 75 1 191 1 14 1 773 1 120 cc W W x- - - 00 ROADWAY QUANTITIES Z W X '� W W Z Q Z m Z N N �- 0 wJ LOCATION FROM TO ITEM TW SH Y z a �- w w N co N cn N V)W � o `_5U >- U >- U aQ < < Qa Q F— F_ U U U IL U cwc U w v Q G Q C CC (mm) (m) (m2 ) I (m3 ) (m3 ) (m3 ) (m3 ) HIGHLAND AVENUE 17 +58. 988 20+20. 000 AC ( Type A ) X 150 0. 150 39792 568. 80 1 , 422 1 , 422 (Match Exist. -Match Line) 17 +58. 988 20+20. 000 ;' Class 2 AB X 150 0. 1 50 39 792 568. 80 569 i01 !j (Match Line-Begin Intersection) 20+20. 000 20+38. 579 AC (type A ) X 150 0. 150 368 55. 20 138 138 =o 20+20. 000 20+38. 579 Class 2 AB X 150 0. 150 368 55. 20 55 a L X a Intersection � H i gh l and- Beg. Inters. /End Inters. 20+38. 579 21 +04. 035 AC ( type A ) X. 150 0. 150 3o, 224 483. 60 19209 1 , 209 C Day Crk-Beg. inters. /End Inters. 150+20. 000 1 50+95. 000 C I ass 2 AB X 150 0. 150 39224 483. 60 484 C 1— DESCRIPTION OF REVISION DATE Corya SAN BERNARDINO ASSOCIATED GOVERNMENTS I•-- (End Intersection-Match Exist. ) 21 +04. 035 22+85. 142 AC (type A ) X 150 0. 150 39028 454. 120 1 , 136 19136 444 NORTH ARROWHEAD AVE o cc SUITE 203 21 +04. 035 22+ 85. 142 C I assn 2 AB X 150 0. 150 39028 454. 20 454 SAN BERNARDINO, CA 92401 loe LAJ CITY OF RANCHO CUCAMONGA m HIGHLAND AVENUE 16+61 . 985 17 +83. 914 AC (M i sc Area) X 75 0. 075 It 281 96- 08 240 240 22+65. 562 23+47. 821 AC (M 1 sc Area) X 75 0. 075 787 59. 05 148 148 •t�1C M Z SUMMARY OF QUANTITIES N L� _ W Q - 1 J - O Q VLp FES S /p '1 22, 892 4. 293 4. 293 I , 562 APPROVED BYE � --1 � DATE Z X E. R. SIIrfON c CITY ENG I NEER RCEs 2495 0 � W oEsl C037207 m a n"" '�Er""Eo w• fEcawENot. avi ,1. SAR1'LLLE J G" 3 o oRA011 665 EAST CARNEGIE DRIVE SUITE 2/0 SHEET - I V) �t xp.6/30/0! * SAN BERNARDINO.CA 924M > O ALL DIMENSIONS ARE IN sr 'CIVIL �� 25 �. o I*t METERS UNLESS OTHERWISE SHOWN 01F CAL% CHECRO E.R.SAMIL C.L NO 0�.1"G Mo. Pi E.IL S I IOI OAT[ F1LE NO O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I I I I 1 I I I I TIME PLOTTED = Thu Jan 21 1 605z 16 1999 CU 08326 1EA 443431 x EROSION CONTROL AREA AREA COMMERCIAL STABILIZING SHEET LINE STRAW FIBER SEED (NECTARS) ( NECTARS) FERTILIZER EMULSION 0 >- V) 1 : 4 OR STEPPER FLATTER THAN 1 : 4 TONN KG KG KG KG o w N X HIGHLAND (W/O DAY CREEK ) Q> Q G- 1 Sta. 16+97. 00 - Sta. 18+ 75. 00 (R) 0. 06 0. 54 26. 88 2. 10 2. 04 6. 72 x G- 1 Sta. 19+02. 00 - Sta. 20+20. 00 (R ) 0. 09 1 0. 81 40. 32 3. 1 5 3. 06 10. 08 a G- 1 Sta. 17 +92. 00 - Sta. 18+23. 00 (L ) 0. 01 0. 09 4. 48 0. 35 0. 34 1 . 1 2 Cl G- I Sta. 18 + 75. 00- Sta. 20+20. 00 (L ) 0. 10 0. 90 1 44. 80 3. 50 3. 40 11 . 20 I G- 1 N/W HIGHLAND AND DAY CREEK 0. 14 0. 00 62. 72 4. 90 47. 04 15. 68 coo m I u o HIGHLAND TO INTERS. DAY CREEK _jz Y G- 2 Sta. 20+20. 00 - To Intersection (R) 0. 03 0. 27 13. 44 0. 30 1 . 02 3. 36 u - w G- 2 Sta. 20+20. 00 - To - Intersection (L ) 0. 02 0. 18 8. 96 0. 20 0. 68 2. 24 U o U HIGHLAND (E/O DAY CREEK ) I G_2 INTERS. TO Sta. 22+08. 00 (R) 0. 06 0. 54 26. 88 0. 60 2. 04 6. 72 G-2 Sta. 21 + 38. 00 - Sta. 22+93. 00 (L ) 0. 02 0. 1 8 8. 96 0. 20 0. 68 2. 24 cc G_ 2 Sta. • 22+08. 00 - Sto. 23+45. 00 (R ) 0. 13 0. 00 58. 24 4. 55 43. 68 14. 56 ZLu G_ 2 Sta. 22+35. 00 - Sta. 23+00. 00 (L ) 0. 01 0. 09 4. 48 0. 10 0. 34 1 . 12 "- - - 0 � G_2:d DAY CREEK N/0 H I G.HLAND 0. 1 2 1 . 08 53. 76 1 . 20 4. 08 13. 44 w2 G_ DAY CREEK N/0 HIGHLAND 0. 30 0. 00 134. 40 10. 50 100. 80 33. 60 � i J c� � J o: O a a TOTAL 0. 52 0. 57 5 488 32 209 122 C a a N 0 L x kn U Z L C 0 - C �• Co DESCRIPTION OF REVISION DATE ri U Z rrNo�a L SAN BERNARDINO ASSOCIATED GOVERNMENTS �_. 444 NORTH ARROWHEAD AVE a Q SUITE 203 SAN BERNARDINO, CA 92401 CL . CITY OF RANCHO CUCAMONGA � O *tris Z yY SUMMARY OF QUANTITIES N LAJ J Q Z J v oQKOFESS10 101 U. APPROVED NE ,n DATE _ x CITY ENGINEER � t1�' : RCE 2 1953 0 H E. R. SIMON Z o[slaN KEN ,MR we FACOM EMM W C037207 � i -m J. sem_ t/'f xp.6/30/00 * ORM SAN EAST AN BERNARDINO.C 9 SE 20 T W O ALL DIMENSIONS ARE IN sr, CIVIL M. MAILEL 26 30 w O METERS UNLESS OTHERWISE SHOWN °F CALF c cxEo E.�s"ADi" ILGL NO o�N�Na Na E.R. SLVl an FILE NO .s J O FOR REDUCED PLANS ORIGINAL 0 20 40 60 80 USERNAME _ $$$$$$USER$$$$$$ SCALE IS IN MILLIMETERS I I I I 1 t I I 1 T I ME PLOTTED = Thu Jan 21 1 6s 051 22 1999 CU 08326 EA 443431