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HomeMy WebLinkAbout1488-S DRAVvING NO 9.0 4Zq 55 Z3 LUN T FiO1, N0 C3? 44Z.44ZA. _ 1 OVE RL A v NO__� WIN ease Date SIGNING 8 STRIPING QUANTITIES N0. ITEM ONSITE JOFFSIT TOTAL UNI /90`1 32 ROAD NARROWS SIGN-W-II____ -- — - --- ---- 2 2 EA. GENERAL NOTES FOR SIGNING AND STRIPING PLANS: �— _ _- ---------- - 810 810 L.F. 33 DOUBLE 4" SOLID_YELLOWl1dE___— — r l 9 9 _ eo 2,700 2 leo L.F. L _� 34 DOUBLE YELLOW MEDIAN STRIPING W/TYPE D PAVEMENT MARKERS PER STD. DWG,133 . _ 1 ALL DETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE INSTAI-LATION THEREOF SHALL r - 35 m. T•"O-WAY LEFT TURN LANE STRIPING W/TYPE MARKERS PER STD, DWG,133 200 200 400 L.F. CONFORM TO 1 HE CALTRANS 5IQN �P_r�OIF�ATIQ�$,TRAFFI�C A�ANUf>L AND MAINTJNANQL-MAN 1� L.F. REGULATORY AND WARNING SIGNS OTHER THAN PARKING SIGNS SHALL BE MINIMUM 30- ON LOCAL 36 ' WRITE LANE 1-W >SER ST`6; DWG. l�3- ._ . _ _ _ _ — 1,350 1,350 - H38 8" YELLOW CROSS HASHING 20' O.C. 50 50 L.F. RESIDENTIAL ROADWAYS AND MINIMUM 36" ELSE`NHERE - LID WRITE STRIPE AND7TYP�� _STO._D_w_G, 133_ 100 1,055 1155 L.F. 2 NEW AND RELOCATED SIGNS SHALL BE INSTALLED USING GREEN NON-PERFORATED UNISTRUCT -WAY-BARRIER- 5T6.�W,�133 - - — - 1,100 1,100 L.F. POSTS AND ANCHOR SLEEVES EXCEPT AS NOTED SIGN POSTS SHALL BE 7' X 7' AND OF SUFFICIENT 39 --- -- - LENGTH TO EXTEND FROM THE TOP OF THE SIGN(S) TO BETWEEN 6 AND 8 INCHES INTO THE --f8' DTRECTiQNAL ARROW (LANE DROP) PEI -C-ALTRAIVS-T)T _ L - 40 - I 2 3 EA, ANCHOR SLEEVE AND PROVIDE 7 FEET OF CLEARANCE BETWEEN FINISHED GRADE AND THE _ _ — - 1---- --_I �' BOTTOM OF THE SIGN(S) THE ANCHOR SLEEVE SHALL EXTEND 1 TO 2 INCHES ABOVE FINISHED 42 SIGN W-"��SPEEaU1MI'_SIGNj - I I EA. GRADE AND SHALL BE 2 1,/4' X 2 1!4" BY 30' LONG POST SHALL BE ATTACHED TO THE ANCHOR '', �• -� TYPE "L" MARKER • 50' O.C. PER STD, DWG, 130 4 — 4 EA, SLEEVE UTILIZING UNISTRUCT CORNER BOLTS OR TWO UNISTRUCT DRIVE RIVETS AT RIGHT ANGLES - --- "" -- - - -- -- - TO EACH OTHER ATTACH SIGNS TO POST USING THE DRIVE RIVETS OR OTHER CITY APPROVED L - 44 SIGN W-81 5 - 5 TECHNIQUES INSTALL R26. R26(S) AND NEIGHBORHOOD WATCH SIGNS ON GREEN "U' CHANNEEL C 45 8" TURN ARROW_ _PER PER TRAFFIC MANUAL 1 13 14 EA. POSTS TYPE N 4 MARKER PER STD, DWG. 130 — 4 4 - EA. 47 H=--76 "L SIGN TRAFFIC-M 7 -- 7 EA. 3 PROCEDURES FOR PAINTING OF STRIPING AND PAVEMENT MARKINGS AND INSTALLATION OF - - PAVEMENT MARKERS SHALL CONFORM TO THE aTTANDA-RD_SPEOIFIUATIONS FQR PI,�� ICS IL11QRi S 48 W-19 SIGN PAVEMENT ENDS __ �_-" I -._. .E - CONSTRUOTION. 1988 EDITION WITH THE 1989 AND 1990 SUPPLEMENTS AND THE FOLLOWING PROVISIONS 50 - - 150 150 LF. A PAINT AND ALL DETAILS AND DIMENSIONS FOR TRAFFIC STRIPES AND MARKINGS SHALL 51 INSTALL W-15 SIGN-PER CALfiRINS TRAFFIC MANUAL- — — I -- EA._ _ CONFORM TO CALTRANS 5TANDARC $PECIFIQATIQW5-TRAFFIQ_MANI�A�MAINTE-NANCIE CONSTRUCTION,NOTES: i MANVA AND CITY STANDARD DRAWING 407 UNLESS OTHERVv'SE NOTED PAVEMENT 53 INSTALL R-26 B SIGN PER CALTRANS TRAFFIC MANUAL I I 2 EA, LEGENDS SHALL CONFORM TO CITY OF RANCHO CUCAMONGA'S MAINTENANCE STENCILS not -- _ -- B EXISTING TRAFFIC STRIPES AND MARKINGS THAT DO NOT CG�dFORM TO THE PLANS SHALL BE SIGN R1 (STOP SIGN, LIMff LINE AND STOP LEGEND) DETAIL SNI, 2. _ _ _ _ —_ - _ REMOVED BY WET SANDBLASTING C THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY r SOLID YELLOW LINE _ THEREOF TO THE SATISFACTION OF THE CITY ENGINEER. DOIL - - -- --- D SPOTTING SHALL BE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY EXISTING ��4•SOLID YELLOW LINE 26 f NO-PAK I STRIPES EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW Ir SOLI)WHITE STRIPE AND TYPE G MARKERS PER STD DWG 133 1Ib __ _ ONES, BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT CIROPER STRIPING EA 116 TYPE-"I<"-MARTCL��Ei'�?fi�-6WG._ 13.0 _ _ _ _ __ 5 - 5 _- ' FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS 4� Ir TURN ARROW PER CALTRANS TRAFFIC MANUAL 117 SIGN W-3 RT, — — _2_ 2 EA. TYPE N-4 MARKER PER STD DWG 130 I� SIGN W-6 (5j SPEED LIMIT-SIGN] — 2 2 EA, Q W-19 SIGN (PAVEMENT ENDS) 3'x8"BROKEN WHITE LINE PER_CALTRANS_STD, N 0, 37 - 400 400 L.F. 1 SIGN R 26(NO PARKING) f20 INSTALL R-26 (Sj SIGN PER CALTRAN8 TRAFFIC MANUAL 6 — —41 4 ® . 121- - -- L. . __-- ____ - -- 1820 445 2.265 4" SOLID WHITE LINE _— _...___ e TYPE K MARKER PER STD. DWG. 130 —-- - SIGN W-75 (LANE 3' X8' BROKEN WHffE LINE PER CALTRANS STD NO 37RGI-19J - _ 2 2 ?i 4'SOLID WHITE LINE SIGN R61-19.1 ® 4`' ROKEN WRTELAI�LINE PER-STD — _ 3,330 3.330 L.F. 4' BROKEN WHITE LANE LINE PER STD. DWG NO. 133 127 80L1DWHITE CHEVRONS 2a' O.C. 2 8' SOLID WHffE CHEVRONS 20' OC _ --- --- -_— - - ---- 50_- 50 L. . © 128 � STD.6WG. 133 _ 114 114 EA. TYPE H MARKER PER STD. DWG. 133 - TGN (DOUBCE_HEA6 A_RROW) 8 TYPE-W--r- SIGN PER CALTRANS TRAFFIC MANUAL 2 2 4 EA, See Sheet 5 8" YELLOW CROSS HASHING 20' O.C. 30 60 90 v Cervantes Place _ �` Etjwanda Avenue 48 4 3 FsFI �, 1 0 30 2g 2$ 27�..-- /� 2 24 / - �Z /" 1700 � 7 I 4 k t. f r- �l 1 /5 a i r _ 10.ow 70.00 wiz _ T �S . fl` 7. .gyp` �l 76 7 OD 0 �.60ri:�0i 'f3 aS. r .p ` _7_ - - ... #ra- ".. -- .. . . . : W Q -� ..._. - - -' �..-a._a_--�..._.._. ,. i . a ,- :. _ , a-..,a. _•. .... _.. r e t... r..w r. 1 a W 1 4.6 33 �J lE : t 5 S Q — > W 46 -___- �,.+✓ 7 T3,.N -�.!• ..-_ ' , `_ T'� •. � " - �i'6> _. - �" _ - t N89*2 4" I-C)" ..0,14� 4� - , 1 k' _ A .. _ --- •.1 '„l t -.._. _ `� -, _ .1 _ y r: j€ t ' Z ” Z W i-^_- <---. .. � - t-.�.L.,r ;- .. -;- +••�' 'i-r.• �.-`-<�- -• -.wR....- _ � ,. --..+....r.. ..t 4 =�<..,- ,..�- �s=k� L�' Z4 .S �5< � '1 �� ., -� ' 4• _ -, _V.-'� - W r, " • -S ._ .. i- Z _J/� — �- _ ..� _ — _-. -- — -- — - "" — — "••' — — � -- -- ..'- • � _-~ _ .-,.. _-.._- � _ _----- p : : ti,. ti� T -- - �- -- 1 <W _.� 1.. U r : > - _ N i g 5 -',iE 3 its T!5) 5 C - - 1 � oc 21 0 Z m x / 7,r) 700 / Z W r i Zn D !fir'-- - u ' Z �_ 17 ✓'. e ^-' _. - ., -- - - p : - - - _^� �`.` - '•. �. _ �. X701. 1 ♦ 0 5 ��t�1 �. �� ✓ "�� ; .. ^ l hi k_'1.o --... D o z ,n ----- n _ - - _ _ _ - -. ..► - -- , , d �� t . :F,a s. F,r , 699. x1697.5. < yf' �J x1703.7 x1703.4 x _- x --- 1 �,�� , r" �-■ems--7s — c ��, a..�..-..�,-s".- -•.�.-r �y ., rte,. _ 9 9 - _ ; / / { C11 Y DESCRIPTION OF REVISION DATE � APPR. -• tea: .� _ . _jt'gt. — N — __ :,; _ CITY OF RANCHO CUCAI�IC)N(�A -4 and Striping Plans - _ - 194.5 / Signing for s_r'7�` 24th Street C J U p i 24th Street Interim =o. <� QRpF ESS/p/i, (Interim) s`N r i C W _=g o= , 40 0 40 80 �o ��M 1oH,y q�f Tract 14380 vWoj s _. APPROVED BY DATE � scale feet � 3 G W Mo. 42549 m 24953 W �! t vc. sc s�' oc Exp,;�96 � CITY ENGINR.C.E. * ,� DESIGN THE RE COM ME NDE a KEITH ' � z -s - ;_ sr c �. .� B.D. 1v� OQ`� DRAWIV COMPANIES SktEE1 0 = off ; OF CRI�� -- - •��MLL.A.. •/�A 1�1.M� 01.1 •/T•M. � 2? of 3 CHECKED j/ .L y rl� R.C.E= ti0. 42549 1 . Ir Ir n�` IR; �. DRAWING NO. 1 CITY DATE6-Lg-2j_ FILE NO. Tre c t s e'ct 1 co ,. . i 771, C)RAV ING NO 2.3. r �► CONT F4 O L N O >bvS , 453A. 1 OVE Fit A v NO 4�S ��3 15,% F3doase Date !v �j90 q� r . L CONSTRUCTION NOTES: ROAD NARROWS SIGN W-1 I © DOUBLE 4" SOLID YELLOW LINE / 1-•- :" G WAY LEFT TURN LANE STRIPING W/TYPE O PAVEMENT MARKERS PER STD DWG 133 5 =/ ------------ t 3 8"WHITE CROSS HASHING 20' OC / i,700 4 38 8" SOLID WHITE STRIPE AND TYPE G MARKERS PER STD DWG 133 BRUSH O 8"TURN ARROW PER CALTRANS TRAFFIC MANUAL N-4 MARKER DWG 130 Ave,nue TYPE KE PER STD She, 30 ` t SIGN R-26 (NO PARKING) TYPE K MARKER PER STD. DWG. 130 N N 15. r $ 1 t SIGN W-3 RT / { t SIGN W-6 (5) (SPEED LIMIT SIGN) 5 28 29 ix o Z 16�BS-75 ffew �7T <' BROKEN WHITE LANE LINE PERS 0 DWG N 2t 4" SOLID WHITE LINE o - " T O. 133 i di W '• �� 71 0' .00' 69. 70.00' 75.00' 69.00 t .00,_ S. W z - TYPE H MARKER PER STD. DWG. 133 115 11 — _ T W-56 SIGN (DOUBLE HEAD ARROM 8 TYPE N-I SIGN PER CALTRANS TRAFFIC MANUAL s r- - - - 7 h u3 O r d r fj 9 i7 T I P. 11 - ., _ =' _ '5 {' ) W = � W ,, •�._ __-- -' i2 t � _ 126 ty • A c-_- .____ t 26 7��i N t :> �, 3'00' — 950 .r Z T— � U ° Cn Jz y� W Wy �g 116 169 [)IRT E� x _r• S - � :� ,: x t.� MED/A�✓ , 1 < Y . . r 45 ' - N > tn &C34- -Al � v - -�� . , .,,.,,'r_ ".-'- r-��=' 1 ,• • - - - - - ' .-- _ . . . •.�-r . - • - . ' - - .� CITY DESCRIPTION OF REVISION DATE APF'R. � V 16 '-�.... _ ' !✓ - /.. . ,,l ^.� 4 / Z 4, X �, ...^_ '. 5._.! 7` 7f i`, l �-rk..y . ,1 . - s eft-.c s 1. - -... l _. - ". _ ". .- _.._... - _ _ - .. _ . ..._ __,.__ ,._ -... .".._ _ . .. ---. .. : _ ..` 7. i pIRT , 1682.3 F. ��s .�. �: CITY OF RANCHO CUCAMONCA N N 5 ,�v0 x f r - = 11 — — h- x . } ,..�: Signing and St dans - f + �..iw�������...����-�I.�� � ��� � �.�..w..l� � �..�r� � ��a�n*•. � nn - a �- ---- yr for W~u` _ 24th Street W N,-U s A 24th Street �„ 40' I 0 40 90 Interim o scole - feet WW t g` Y+= s Tract 14380 Oftfte Implrcavementa s Q1�pF ESS/01 W M JOHN, � APPROVED BY DAT E a u i � �; \�� CITY ENGINEER R.C.E. 24953 w ' - DESIGN _— THE ,» RECOMMENDED No. 42549 CIVIL Exp. B.D. KEITH p � COMPANIES .�,—.0-- SkCE l - DRAWN -- - �� Civil,, \� ewe�mu An.. aorrA�.. a sww ora s.o aoo � - a ;� 9l O IVt F �� B.C. . 28 OF + ,® �. f F CAIS CHECKED ?��,�i1AW /Y/ R.C.E. NO. 42549 ClRA.1 '{NG NO. CITY DATE /2-9f FILE NO. Twi �- _ i E)RAVvING N0 90 . 4zc1. - Z.�. -s c.oNlRof Nc a,to4�4dlrtA " OVE fel A NO (AoV Fti .--a,s(. Date C � 0 - S - qv � 1L11.1�g o L. . C � C CONSTRUCTION NOTES: 0 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) DETAIL SHT, 2 1 NOT A THROUGH STREET SIGN W-53 4'SOUD YELLOW LINE 33 DOUBLE 4'SOLID YELLOW LINE 37 8" YELLOW CROSS HASHING 20' OC 45 8'TUq' ARROW'PER CALTRANS TRAFFIC MANUAL 46 TYPE N-4 MARKER PER STD DWG 130 15 SIGN R-26 (NO PARKING) 11 TYPE K MARKER PER STD. DWG. 130 11 SIGN W-3 RT Q, 18 SIGN W-6 (5) (SPEED LIMIT SIGN) v >`• 26 4'BROKEN WHITE LANE LINE PER STD. DWG. NO. 133 \ 28 TYPE H MARKER PER STD, DWG. 133 \ - T I 46 29 W-56 SIGN (DOUBLE HEAD ARROW) 8 TYPE N-I PER CALTRANS TRAFFIC MANUAL a y 12 ' k BRUSH r . f V% 3v41 00, 3. ' r 1680 _ W _ _ I ►h N\ M \( 1679 5 Fx �6 _ � K Do I 1 ID l JN C (TIT I ca _-. . a "O f � � Uj w - ------ — N ►o o C �— i « i°WD F' F� C e •�? 1 ti !_? /P ..- , a "'..' --. ire. C c — — ��' r 4 - 2 � � 45 - J N >: , \ + 4 1 Z or V ' a3n 0 1 69A .., : � f� EF'? _ { /7�Is1. r 7 �c? CI`1 Y M 9 DESCRIPTION OF REVISION DATE l I •-- ♦ �� �t j%r j - j r 'l \ < r. _. Y 1V FJ V. 7 r NFin fit x Its C) z; Signing and Striping ns a <c ~ C for 4. k 24th Street and Etlw nda Avenue f x_ � � ;` �� '� x �� Etiwand Avenue pa itfss/0 (interim) � 40 O 1gyy�� Trvct 143801 Eta► improvements 40 0 40 80 !! � =. APPROVED �Y - ATE �_•�- --' 1 = 40 w No. 42549 APS YE D Etiwanda Alvoluftnue $ ENGINEER R.C.feet .tole ac Exp _. CIT�I � 2 53 49 > r V < i � ��� o�,� � D��BhD. - - - THE v _���w RSC t�!A�fNC?€C� .. .� 24th StreetUVC "Y.,NG -llak ID�, p B . `fr�lE CIVIL o���r eF:�WN COMPANIES AL SI�EE 1 O• V�� V.^ .__. -- - -- !M!1!D NILL Apt.. 006/ 11M. CA 0"M O 141 !M OM_C M (v WfA � o 29 OF 32 I...o a u, � � 60 !-« CF#ECKEU_ _ R.C.E. N0. 429 - - ._ - --.a _ CITY oaTf: (a&lz FILE NO. -... t a.. ._ �_. ..-- Zr'+ `xE+`-tea ;.. _ _ --.. -..> ... . _ .: -.-._. _.. 2 .s: .. - -,. -';" .-: : -. _. _ -:.: .- .5.- _ .--_ e .. ... ... _.- _. -... -a. �'.. . _• _,.. tea- ' .....:.:may ... .r.. x DRAWING NO 9..LCL 165 -�_ � icjgkCONTROL NO ffib44 A � t ��yy OVERLAY NO �`. MSS',• _. •. +►. .f \ :. - j i Release Date 10 - 5 0 3401 E y L t \ r , T10N NOTES: UMV AND STOR LEC NDj Ste. f 1 NMA THROUGH STREET'SIGN W53 -, �� •� � � a r SOLD YELLOW UNE 33 DOUBLE W SOLID YELLOW UNE ' 37 8 YELLOW CROSS HASHING 20' OC 45 ir Tun. K AAROw•PER CALTRANS TRAFFIC MANUAL 1 w ,8 TYPE N-4 MARKER PER STD DWG 130 01;1 i SIGN R-26(NO PARKING) • 1 TYPE K MARKER PER STD.DWG. 130 1 SIGN W-3 RT t (_ to SIGN W-6(5) (SPEED LIMIT SIGN) CD � W BROKEN WHITE LANE UNE PER STD.DWG•NO. 133 . v1 TYPE H MARKER PER STD. DWG. 13y W-56 SIGN(DOUBLE HEAD ARROW) g TYPE N-1 PE� CAL AFFIL MANUAL ro � BRUSH --- .....- 1 1 1 r. 1 � ^ � r :�, �, _. ter_'---+► 1679.2 9.7 _ j --''' K- .� `- 4 16 75.8 ."I x _� l _ _x � N OK ,ti.. . ......... . .....__._.�._..Z.._........._ 'ATF•, ,. .-T�'� �--�� --_ — - N � x v� � x i -ew�' 4—f III" N 74.3 i1 �� � ._.-.... _ .._ _ .,.-`--s.=="_ ...._.__ -.... _ .. i � N t T C3 1669.5 '" • Qo a I -' IRS* f r M �� rr r 9 " DESCRIPTION OF REVISION OATS cl -•� CITY f►� M .... .......... C _ 1666 ., 1 _........._.... - ''.� �-�: .._ �_ _ 6 ,.. ;.: .--. ... ._ . .7 CITY OF RANCHO CUCAMONGA 1 s fA � - �y J • - �fT>I i ;'. ' !/ ' ti ` 1667' -.,YY1 Signing and Stl'i in Plans , A �_ M J 24th Street and Etlwan � Ica daA�nenua� Ef�iwan Avenue W Etiwanda Avenue 1"=40 W ft 41949 �^40 so APPROVED e,r - DATE 3 scale feet oc CM ENGINEER R.C.E. 24953 feet « DESIGN THE ,� RECOMMENDED - w 24th Street '� B.D. KEITH "�'�• �,� CIVI< ♦ COMPANIES w � lEOF CIrL��O DRAWN IES... 111gT B .C. : 3 2 Mill CHECKED R.C.E N0. 42549 DRAWING NO. CITY," GATE - NO. �. lh%* ii t _5 3 1'I A ,'rIN ( �D 1 C. r; 1 tli,; Nr UvI fit A Release Date [ 10 " S - qD L tt 9 l� l 1 1 J C [ CONSTRUCTION NOTES: Ej. SIGN Rt (STOP SIGN,LIW UNE AND STOP LE(5END) DETAIL SHT, 2 34 DOUBLE YELLOW MEDIAN STRIPING W/IYPE D PAVEMENT MARKERS PER STD DWO (33 36 4'WHITE LANE LINE PER STD. DWG. NO. 133 38 8'SOLID WHITE STRIPE AND TYPE G MARKERS PER STD DWG 133 45 8'TURN ARROW PER CALTRANS TRAFFIC MANUAL 1 SIGN R-26 S (STOPPING) 19 TX 8'BROKEN WHITE LINE PER CALTRANS STD. NO. 37 121 4'SOLID WHITE LINE 2 SIGN R61-19.1 36 8'YELLOW CROSS HASHING 20'OC QINSTALL R-26 (B) SIGN PER CALTRANS TRAFFIC MANUAL I;? 133 d Centertine Curve Data 3 123 NO. RADIUS DELTA LENGTH TANGENT 115 90 625 .00' 50. 1110011 547 . 42 ' 292 .66' _ 115 11545 — 34 90 — — � (4� Wa — - - a �� — — � o k UJI Ac cio —_ O r t 0,a s EV Imo/ //// �15� L- 164 . 10 ' �� �\ \� �\\ b Q��fESS/0,y� W z z o i �' qq'y t i 19 � /// L,1-3 .44' > `� Qt,O f�, 1 L' 3 V P t / 9 6 3 , i = n Z V _ ,� �,,oe OS 4 1 15 \�� . Q w No. 41549 T ° <_ > rQ'e� t is l 'moo �.c ap,� �'o 121 W W <� S /� ,�°� 115 86 �% & T J = " See ti26 �� ez t �� sr CIV1�. •� � am 22 0 qF o � _10- _ a „s ° A0 J 0F AOF 'x 45 �� 21 a x Z .� = Z i Q =� , �s off, /� ti' 23 ^i v 135 � a n . = O ^( 14 49 24 10 t DESCRIPTION OF REVISION DATE GQ Cil Y _ PR. t1501 _ CITY OF RANCHO CUCAMONGA ` 25 Signing and Striping flans Qa . c for Etiwanda Avenue o ` ='=_ .= 115 \ �P cir _ o. o Trsct 14380 Offsite Improvements a a � Bahama Court - � Aruba Court � //�� APPROVED BY DAT E 3 z o .� W ✓ =a c; CITY ENGINEER R.C.E. 24953 < _ . a _ _ _ Sr ate a __ p�y�� C,= e .1 Etiwanda Avenue Dl SIGN __ /�/Y•�1 THE _lA1ORFYE)110 REcaI�.Al.E NUC G -MII�11. l:.. •% i G a B D LAW G YOOIt - - aQ;o= CJ KEITH ,,.�. .� ,., . .m S H E f_1 \ DRAWN COMPANIES LL cc &M RD MILL AVE.. COEtA PMA.CA MW OI•) •b-OOM -awl AL 40 0 40 80 Q =`a B c 30 of 32 _ W =; J _ _ io�ocoo 101 40 _ -_ • • -- - 42549 _.._ __- DRAWING NO. scole CL feet CFiECKEC� R.C.E. N0.`y,_ CITY DATE FILE NO. c", i 1 DRAWING NO q.o_ - 4Z9 5S 27 _ ` - CONTFtOt NO Ili$ qLAO A. OVE Ft{ A Y NO 619 %'6 f 1 R04 *ase Gate r C I 0 -S- 9v J [ CONSTP.UCTION NOTES: O . O9 SIGN R1 (STOP SIGN, LIMIT LINE AND STOP LEGEND) DETAIL SHT. 2 32 ROAD NARROWS SIGN W-11 ® DOUBLE YELLOW MEDIAN STRIPING W/TYPE D PAVEMENT MARKERS PER STD DWG 133 35 TWO-WAY LEFT TURN LANE STRIPING W/TYPE 0 PAVEMENT MARKERS PEP. STD DWG 133 8" SOLID WHITE STRIPE AND TYPE G MARKERS PER STD DWG 133 4/ 18' DIRECTIONAL ARROW(LANE DROP) PER CALTRANS TRAFFIC MANUAL 41 SIGN W-5 SIGN (CURVE AHEAD) 42 SIGN W-6 (35) (SPEED LIMIT SIGN) 45 8"TURN ARROW PER CALTRANS TRAFFIC MANUAL is SIGN R-26 (NO PARKING) 12t 4" SOLID WHITE LINE Q SIGN W-75 (LANE ENDS MERGE LEFT) 4" BROKEN WHITE LANE LINE PER STD. DWG. NO. 133 a if Ad 01 1 P Centertlne Curve Data Cr) 9 . f N - dols �B'sso� NO RADIUS DELTA LENGTH TANGENT m o z �C ti ` ` 115 o �m W - ^ 101 1050.(W' 31°43 '03" 581 .25 ' 298 .28 ' r = 35 s ° f ; < 7o � o � � � � � n • �' 100 1050.00 ' 19003 '28" 349 . 25 ' 176.25 ' .� #F Z S S< C6 n` 0 ` - 115 t� 11538 X e t CL Wo Z "J Q y y 45 t Wo�a N 45 N50" � 121 W z x 121 4S?5 r o z 43• o 38 -- x m - 126 _ 12� = W o<W �0 135 _ 20° - V o , I o ��9,dy !9' 115 — — _ +� a W m ;n 6,c/? � � oR — — — — — 34 to � .35 126 r0 - - -------- - O W o S i Z _ — — 34 _ — 40 pp' 31 J 10 9 C 4� Z ,� �, a L=1 � 'h �� 32 > > d0 a lof�9 ��Z,88, ,1s 9 !� 5. 68• b ° p ^ 9 L=76. 57 ' ,ts 1z� L=254 . 35' °" °- / DESCRIPTION OF REVISION DATE APPR. o v = J 7 �� 7 �' cI OF RANCHO CUCANIaNGA =< 6 5 / Signing and Striping Plans 6 for -. Fast Overlook Drive 41 42 ,22 40 0 40 so Etiwanda Avenue p h K Etiwanda Avenue 1" 40' z. is = $Cole feet _ QRpF ESS/0 Trvct 14380 Oft1te Improvements —7— Q JDATE APPROVED BY •. ��, � Z `_ t 3 �� �% CITY ENGINEER R.C.E. 24953 3= =Q oQj oh-`g=,� a E�p. 42 g(p UESIB.D. THE WI RECUMk!ENGEC� KEITH =�':www 1N11 COMPANIES = pQ DRAW.N EM SHE EI tp — es.e M u .ve.. aon. a wew oi�� sroosro "�l DI' �' CIVIL �Q' J 32 r ecoz OF CAl1F��� B.C. C.E. N0. 42549 KED DRAWING NO. CHECKED — CITY DATE — FILE NO. � � SE GENERAL NOTES Z to W., "A" S�HT, 3 Ir EET ' z Q Ll�j1. ALL oETAILS AND DIMENSIONS FOR TRAFFIC SIGNS AND THE �' -_j C•0 INSTALLATION THEREOF SHALL CONFORM TO THE CALTRANS M MW r o °d Z - SIGN SPECIFICATIONS, TRAFFIC MANUAL, AND MAINTENANCE u_j = a + Q 1 J S CD s. + , J » AND RELOCATED SIGNS SHALL BE INSTALLED USING 0 L) O t � Tm . GREEN NON—PERFORATED UNISTRUT POSTS AND ANCHOR 34 tp /4 )" r. V N 1OSLEEVES EXCEPT AS NOTED. SIGN POSTS SHALL BE 1 3/4" Lu = . h Q + n �'� Q x 1 3/4" A2.D OF SUFFICIENT LENGTH TO EXTEND FROM THE hio ,;" t "� Q V �w Z N j r}`� TOP OF THE SIGN(S) TO BETWEEN 6 AND S INCHES INTO THE w 3� "� 8 `1611' v 5 Q 5 7 ` , 6 ANCHOR SLEEVE AND PROVIDE 7 FEET OF CLEARANCE BETWEEN n�24y GO��. U 5 t4 o I I v W I d f'INISHED GRADE AND THE BOTTOM OF THE SIGN(S) . THE 1+ �� / Y, h v e Z ANCHOR SLEEVE SHALL EXTEND w TO w INCHES ABOVE Lu —e FINISHED GRADE AND SHALL BE Z Y 2 BY 30 LONG. 2� I ' � a - •� -` — :A r POST SHALL BE ATTACHED TO THE ANCHOR SLEEVE UTILIZING ry STRUT CORNER BOLTS OR TWO UNISTRUT DRIVE RIVETS AT IGHT ANGLES TO EACH OTHER. ATTACH SIGNS TO POST �� -,.P, —~ USING DRIVE RIVETS OR OTHER CITY APPROVED TECHNIQUES. Zrc3 3 ..._ w. `4 '»�.oi, -.- _.____ _.._. ... _.__._. __. .._..._ _,_._.___.____. _._ INSTALL R26 R26S AND NEIGHBORHOOD WATCH SIGNS ON 12 __.__ "_ ___.. ^-. -_�._ __.___ w _m_..-d . ..._ _� .____ � . _- , 8,x,06 1 O j 8 - z 8%�---'� _.-- .,._._D� ` lr 32 _ ___ 0 .__��.. ._T` µ li FOOT U-CHANNEL POSTS WHEN STREET LIGHT POLES ARE NOT --_ , N = v` N / 4507-23 AVAILABLE. a __._.a-__ _._._.._._____ __-. _- .._ . �__.__ __ n PAINTING PROCEDURES OR STRIPING AND h 3.no nr P PR 1� A PAVEMENT ,.. _ .,. _ n N. .,�. ..:: „n,�� :�� �,,���. .�.,�.,�. ��,._� ,�.r,�,.. .,, ._� _,�� �, ,�, � ��.� ��. � .,,_�,�:���__ � �.�.�_- � � ..-� , .f � MARKINGS SHALL CONFORM TO THE STANDARD SPECIFICATIONS 3b+00 3 10 36+00 `39 � FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION AND THE FU RE CONSTRUCTION 4 47 J FOLLOWING PROVISIONS: 44 43 `H. 1rBa.32� `�v 1607� -05 W 47 44 �. A. PAINT MARKERS AND ALL DETAILS AND DIMENSIONS !UR W TRAFFIC STRIPES AND MARKINGS SHALL CONFORM TO •. .. """' W CALTRANS STANDARD SPECIFICATIONS. TRAFFIC MANUAL, - ! �A■�IIAAlllllll.11*.II.�IIAIIAIII IIIA 11.11111�1111111111111111lIII�I�IIAIIII.11�.1,�1/ ! ! - 1((ii.''++ AND MAINTENANCE MANUAL UNLESS OTHERWISE NOTED. K. PAVEMENT LEGENDS SHALL CONFORM TO CITY OF RANCHO r0 CUCAMONGA'S MAINTENCE STENCILS. v MSTING FFIC S AND RKING NOT Q ^} W S. CONFORM TO THE PLANS SHALL BE REMOVED BY MET < SANDBLASTING. !k) y C. THE CONTRACTOR SHALL FURNISH THE NECESSARY CONTROL POINTS FOR ALL STRIPING AND MARKINGS AND SHALL BE RESPONSIBLE FOR THE COMPLETENESS AND ACCURACY THEREOF TO THE SATISFACTION OF THE CITY 1 SCALE: V - 40• ENGINEER. D. SPOTTING SHALL DE COMPLETED AND APPROVED PRIOR TO REMOVAL OF ANY EXISTING STRIPES. EXISTING STRIPES AND MARKINGS SHALL BE REMOVED PRIOR TO PAINTING NEW ONES, BUT IN NO CASE SHALL ANY SECTION OF STREET BE LEFT WITHOUT PROPER STRIPING FOR MORE THAN 24 HOURS, OR OVER WEEKENDS OR HOLIDAYS. T t : CONSTRUCTION NOTES .� 1-- cs V INSTALL RI SIGN, 12• WHITE S!RIPE LUT LNrE d k U7 W 9 STOP LEGEND PER DETAIL ON SHEET 2. Q W SEE SHT 5 W PAVEMENT YELLOW MAKERM PER STRIPING W/TYPE D 55 I I 54 1 53 1 52 ' 51 10 z .. E. ? 50 I I ! 10 I m j A STREET J 1 i TD. DWG 133 . TWO-WAY LEFT TURN LANE STRIPING W/I YPE 0 � v N U 11 I ' �� wr ' o_ ® 'PAVEMENT MARKERS PER STD. DWG. 133., 0 �► N + mo i t8` 18• H- N u h Z 2 N v Q Q , m �► I gin d" SOLID WHITE STRIPE AND TYPE G MARKERS • e W 1� x 3 M ,� 3 cc a 00 PER STD. DWG. 133 , �, A A- a�a10z TWO-WAY BARRIER STRIPE PER STD. MG. 133 . 2 8 12 10 o_ 100 W DIRECTIONAL ARROW NE DRO PER CALTRARS 'TRAFFIC MANUAL ------------- � � -----�. "L" MARKER 150* O.C. PER STD. DWG. 130 . TYPE \1807 - Dk DW t ,fIW1. � _ �� iv IB35.7 !t - 12`R W � SIGN W-81 --- CALTRANS TRAFFIC MANUAL &V L EX, ETIWANDA PER " e ARROW " c „ 11 2 - NVSTALL R 2 S 6 d TYPE "L SIGN PER CALTRANS _ a � ) A NUE TRAFFIC-MANUAL ` +00 40+00LE.P. h ; + 00 42+00 43+00 4+0(k, 1�'� 45+OC) 4 +C3Cl 47 L FUTI E CONSTRUCTION N 7 4 EDGE OF UJ r8o7 z3 - 47 `° t /85�.47 S1 INSTALL W-15 SIGN PER CALTRANS TRAFFIC MANUAL _.___ . BCF ..Y 1 , Q, t2 tN �' PAVEMENT � GF Z , -----� ---- -_ __.�___ - O WSTALL R-26 (9) SIGN PER CALTRANS TRAFFIC MANUAL V NVSTALL R-26 (S) SIGN PER CALTRA14S TRAFFIC V D MANUAL N y (� 4" SOLD WHNTE LINE a m h W-56 SIGN (DOUBLE HERO ARROW) b TYPE 14-1 C[ W W a 4 + ® PER CALTRANS TRAFFIC MANUAL. R Q 4 n j Z P ® 8" YELLOW CROSS HASHING 20' O.0 0 d. SCAL ei "=40 FEET „ Qyy 11 '0 10 20 30 40 80 120 160 1 Z c w CITY OF RANCHO CUCAMONGA SIGNING AND STRIPING PLAN ETIWANDA AVENUE BETWEEN oQ�°EESS1 STA . 32+-25.42 - ' TO STA . =46+35.+ 0 QA-- y �� TRAC T_ N0 . 1 4139 APPROVED BY .. DATES � �' 9 CITY ENGINEER R.C.E. NG- 24953 DESIGN BYs RECOMMENDED T . K . / A . M: THE ♦lE O i�� DRAWN BY s KEITH ;� F CRL �� COMPANIES eln. lw= SHEET A. M. 32 32 _ !!!s !�L AKfII�COSTA 1!S/ CA r!f!t 4 DO CHECKED BY= R.C.E. NO.42549 DRAWING N0. CITY DATE .LOB NO. 231003 —5 SIGNING AND STRIPING PLAN - ETIWANDA - 127LO. 76JPF& 10870 2130 19-Dec-89 09,47 AM / 231003-999 Project=sheet�of TMY