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HomeMy WebLinkAbout1437-S +o.o► u'� i �i �. jz GM3 � i •1 � V + + ew E .. ' p 5 TRhllS1 T 10 N " ; f4' i I all 1 d C 9tCoo� ... ..-_ ... �.u.� 4 L 1 ��- �j 1 • * 0e ♦ Z s W •_ n . �y ON—_*%,t w � VV � �.�iV"oily y �` 0 1�VA7y L,. 1't I.J�l1L ��ri�►NO -ems- _ 7�•"_'- 4'Ylew.w _ _ wow _ log T. V*47 N .... 1� 4•ITE 1 3 M ee " -� 401100 OWNP - . ...i. .0-R.0-REdo" �. 40=10 . Samoa. ... . .1.00... ..�. ..� -� .� ..- .... ..... .... .�. ..-. .... �� a � t 1 I ID .._._ ..- � -- - -- STOP I In. IJAM 00 -- K+ f +see 1&000 L 4' Ow WMAL [1 VAt, Pa Nel/tr�ar� - R.1 anAyer�r� . M a N + Oi /A.. rt wT 4 h °0 z J } I 8 1 ,� t "EXIT ONLY" Q ° �. tl. Z � Q ed Ivy! re v "DO NOT ENTER" 4 i � x� ,Q' toe in 14 . U 4 V �� �a I Z 1.-24(S am T �' ® C N N O 11+40 RIGHT TURN ONLY SIGN l) 16 ea 11 AM le : /00 40 SIGN DETAIL: AML 1 W-u' CSLam MOTES 4e) f 1! �, oc fNNT 1#1 I46E4D M iIGNING AND wRIPZNG - -- -- -- -.• 1 1. All details and dimensions for traffic signs and the installation thereof 1 1 shall conform to the Caltrans Sign Specifications, Traffic Manual, and 1 { alfwrra w Maintenance Manual. Regulatory and warning signs o er t an par inq signs I 1y s a be minimum 30" on local residential roadways and minimum 36" elsewhere. ..l 4 lawv ow t AY T 1W �NIE �i,i,wy I I I - w jy 2. New and telocated signs shall be installed using green non perforated4!%I01Te N A s �`♦' ow++no 1 1 Unietrut posts and anchor sleeves except as noted. Sign posts shall be + 1 3/4" x 1 3/4". and of sufficient length to extend fron'the top of the or iTCs� + j 0► L I 1 • sign(s) to between 6 and & inches into the anchor sleeve and provide 7 R t-- ---- --- a ----- .--_. I feet of clearance between finished grade and the bottom of the sign(s) . The anchor sleeve shall extend 1 to 2 inches above finished grade and shall be 2" x 2" { by 30 long. Post shall be attached to the andhor *� �` I sleeve utilising Vnistrut corner bolts or two Unistrut drive rivets at 104-OA w-aw. t 104 ft 4 w � f�NT •�► ��• right angles to each other. Attach signs o post using the drive riv w• Sao - 1 01412N g 9 A gn t po i g ets �ee>£Nv 91WxTero ,. L pr other City approved techniques. install R26, R26(S) and Neighborhood icor it *� Watch signs on green-'12 foot U-channel posts when street light poles are - ice not available. +do + G ♦ lll"M✓N1N6 •� • I 3. Painting procedures for striping and pavement markings and pavement markers shall conform to the Standard Specifications for Public Works Construction, Clxl L � ". ��HmmO 1985 Edition frith 198 an supplements an the following provisions: C a. Paint and all details and- dimensions for traffic stripes and markings I 1 1 C shall conform to Caltrans Standard Specifications, Traffic Manual; ` Maintenance Manual and City StandardStandaid Drawings 407 unless of erwise. ' 1 Noted. Pavement legendi-shall conform to City of Rancho Cucamonga's maintenance stencils. E Q�CFESSIpNq! o b. existing traffic stripes and markings that do not conform to the plans Q�°�PKBARp° y < shall be removed *by wet sandblasting. 9 om e L*�YTa'lborbs M a c. The Contractor shall furnish the necessary conttal points for all w OT 4T 14+57 SIGN AND SnIPIM CONSTRUCTION 100TH d PSP tas * o striping and markings and shall be responsible for the completeness sr ��� `' and accuracy thereof to the satisfaction of the City Engineer 1. --Paint "STOP" and limit line pavement markings. qTF F CAS�Fo^0�' OADDED TRAFFIC SIGN PER DRC 2010-00277 BY SAKE ENG. INC. 7-7-11 7_ 1��7 d. Spotting shall be completed and approved prior to removal of any 2. Paint new striping lines as indicated on plans with raised pavement � / _ existing stripes.. Existing stripes and markings shall be removed prior markers per City Std. 407. DE8CRIPTION Of REVISION DATE CITY U to painting new ones, but in no case shall any section of street- be _ left withoutproper striping for more than 24 hours, or over weekend* 3. Paint directional arrow as shown. or holidays. CITY CF RANCHO CUCAMONVA a 4. Install new signs per City Std. 402, type as indicated. c 0 5. ---- Remove existing pavement markers - .typical* including those which are sIFaNIN�51 5T1'�IrINI� 1't.�N ' not shown on plan, but are in obstruction. -4-4 ELL MAN A1/EN U E U .4Vr• L.T. 6. Sand blast and remove existing striping - typical. P"�oM 9' 4 or NINTN i1'Ie1 T 'ia X14' 6o Or /�ff.01'v FMIY. C, 57r . I[N TN STIzEET r I rjWM Nil•{.MAN A►VaNUE bhe'T 0&0� FESS GR 9e-o's c MV N1WT;4 1•TP4eT TD se TM9 MorLA*YI& MATea4+•1.. 'A N. t �� APPROVED SY= DATE, //..� CITY ENGINEER RC.E.NQ�w c i t>ESISN UNVILLE IL ENGINEERS 1Kc01141419" so < 11r. l300 M LAND SURVEYORS INC. V V. for A.G E• � crla+• * fA1t * ORAWM *033 Haven Avenm Suit 100 SHEET R�.4 andse,a cmo�s, CA 91730 f'1 CIVIL l►\! (714) 989.3922 pF CA1.1ir CHECKED aawme Ho. S YE - •� 0 Y� fl 1537-7S