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HomeMy WebLinkAbout1898-S CONDUCTOR SCHEDULE POLE AND EOUIPMENT SCHEDULE 416U 41 U A.W.G. SIGNAL STANDARD PLACEMENT PED PUSH DIMENSIONS IPHASE r ! , ,�, I ,,A 1POLE SIGNAL MOUNTING BUTTONS HPS I.I.S.N.S. fir°; NO. 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CURB NEW CUR ° r 1 EXISTING EXISTING 1.5"C, 1 DLC 1 . "C, 1 DLC 04 s4 r 7 r 4k%V2\ 4 ° 1 f . 1 l 4P �, P� i ; 1 �'/ % L 1 I♦ X. 1 .5"C TERMINATED 1 1 ! s F r I 1 1 1 IN X. P.B. AT WEST F k 1 1 6° P 1 1 1 END ON MEDIAN 1 �I • Traffic signal n i t li i r L t r I L-; - ,.°` 1 I 1 1 Standard Specifications Jul , plans. ° ,,° ; SJ 8J8L PH m O%E `1 AL Ft: N 0-00%NV I r. S C I A L P0 L R&OVIS10"'S 11- K x°°14' 11' 10' 10' 11' 11' 14' ' • iapproval r exact equipment, crosswalk limit lin locations priorfinal i °° a . IT H I S' W 0 R OK A R E 0'N Fm I L E I Nm 42 I • preliminarystriping I priort I detector I • IA2 I , "Ir HE Oft rrm F 1 0%E ^mm NE Aw&lmw'Y • vehicle II 1 i c Ihousing, I t P ; I 1 01 02 03 04E N LAG I NE Em vi it metal. III II �, � I I • I • spacedI r II ", ' ( ) i r, i tr ffi I n I 3150 315E o 37' t l I 1 I 1 I ; 1,{/ 61' I 1 Low 44' f 1 X 5. Existing conduitsII thoroughly inspected Contractor. T r II , w t 1 �- ill I `� PA& replace i n II x fun , r r r • ; o ®®® l « ( m-®4> cny • lighting II interrupted. I DESCRIPTION REVISION T V) F_ CITY OF KA Moon %,*oU%w#AM0NuA ACCEPTED a M sk M M M0 N N t;VNb I KU%.,q. TIVN N 0'T E S (ID/ 07 1 I 1 1 1 1 I 1 3I9L 319E L 05 06 08 TRA 11-11- %'00'1 GNO A L M 0%D'I F-1(0;* A T1 0'l NLm 1 1 1 1 1 Remove salvageexisting controller I . v existing foundation. 0 0"ol"H I L L B 0 Usm L E VIN A RD Construct foundationt to i • Install I controller � IP on new foundation. it I « AND 1 I 1 1 1 I I 1 1 1 I Abandon existing i • VINEYA R D A VENLm UE Remove i all existingconductors, lead—in cables, , conductors round wires. Install II signal cables, r lead-in I c�Z_jQgpFESS/p APPROVED Y: DATE:cables, and ; . •ctors as shown on the CONDUCTOR « o Y ( e ��, /� F��� CITY ENGINEER R.C.E. 24953 I existing , , ® l it I ll t I in I �, I w iF 4w rLp DESIGNLA N IS. EISENHART RECOMMENDED de t lead-in I i pull x t I . c� w �r I Qo C 1 I 11 Q: 4--a - L.S.E. CONSULTING ENGINEER 5 Abandon all existing I detectors. Install II l N X L� `�% Exp. 3-313493 5 DRAWN 2070 Locust Court SHEET detectorsplan. J;11 CS `� \� L.S.E. San Bernardino, California 924047 -OF existing I detectors r lead-in 8J6U J6U qV � Tel: (909) 864-5406 Fax: (909) 864-5047 8 Spcablice in tul 1x ' ' ' I DF CAS` CHECKED DRAWING N0. el __. J 14A A— Y_ ® _ WRENCE S. EISEN A R.C.E. 13493 AE 10/06/03 FILE NO. 03--09 II II II _ II N II II II � II w 1114' 11' 11 11'10 11,14 SCALE: 1"=50' =50 II II II II I ' �• :r::�sexe2s.....a. 041 ........................._......................._.......................-............................................... ....._. I N .. .... .... .... .... .... .... -•-- _... _... .... ..._ .... .... ..._ .... •... .... ..._ .... .... .... .... .... •... .... .... .... _.._ .... .. ............................... ...- •--- -.._ .... ..-' ...- -••- --•- --._ .... -•-- -.._ ..._ _... ---- -••- -•-- .... .... _..- --•- -.._ _.._ ..._ .... .... .... N ..... .. .. .. .. .. ..... .. .. .. _ ...................... .. ........... .. ........... -- _. .. .yr,————————————— —————————•� ...................... .............................................................. .....................---------------------------------- .................. ————————————————————————————— Lim oft N .............................. --•---......................................•-••-•--•-••-•--................................................................_..._ / ^��- % ............ ....... 1 1- 1 2 1 3 1 4 __ 1 5 1 6 1 �..�• •-- ..�9� s5. gs_ _9� 9a _ 9a - --- N -------Q---------Q--------- 4 _ i _ _ Q _ ��11 IL'LVARD (� F 4 4 ... _L-...r 4 s N L ............................•i..-...-.--........................a ............................... .........................................._..._................... •C———— ———— ———————————————————————————————————————————————————————— ————— - _.._ d .... .... _... _.._ _... .... _... .... _... _... .... .... .... .... .... _... _... .... .... .... .... .... _... _... _... _... .... _.._N . N 4 N .... .... a.... ------—.......Tr........�........-......... .. •- .. C-4 ... ... _.... —..... •�k::::=s:erra arr ssr e:r:: z :rzs rz zesr �:�' ti� 4 2 4 4 2 1 3 4 10 1 4 2 3 5 STRIPING NOTES ALL CHEVRONS "7 7e ALL CHEVRONS do EXIST. R26 ARROWS do h (� CONFLICTING STRIPES 1. All details and dimensions for traffic striping and markings and the installation thereof shall 26(S R18-1 G7-1 R26(S) R26(S) G66-56 R26(S) CONFLICTING STRIPE 14' 11' oUb 1'1' 11' 14'11 R18-2 conform to CALTRANS STANDARD SPECIFICATIONS, TRAFFIC MANUAL, MAINTENANCE MANUAL and R18- R18- R18- R18- 1 11 STANDARD PLANS and CITY STANDARD PLAN NO. 133, unless otherwise approved or as directed R26(S) 11 by the CITY TRAFFIC ENGINEER. 7 R18-1 1 11 NO EXIT" 11 2. Procedures for painting of striping and pavement markings and installation of pavement markers I I1 shall conform to the STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION and the II following provisions: I1 a. All pavement markings shall conform to CITY MAINTENANCE STENCILS, (S.A.E.) unless �I otherwise noted. CONSTRUCTION NOTES b. All conflicting traffic striping and pavement markings shall be removed by wet sandblasting. O Sandblast and remove all existing lane striping and pavement markings as shown on the plan. c. Sufficient control points and spotting shall be set for accurate and complete installation of new or replacement striping and markings. O Paint 8" wide solid white channelizing line per CALTRANS Det. #38 and CITY Std. #133. 0Point d. All control points and spotting removed during sandblasting shall be replaced prior to 4" skip white lane line per CITY Std. X133. installation of striping and markings. O Install TYPE N (left of right) directional arrow per CALTRANS Std. A24A. O e. All control points and spotting shall be inspected and approved by the CITY TRAFFIC Install TYPE VI (lane drop) directional arrow per CALTRANS Std. A24A. ENGINEER prior to installation of new or replacement striping and markings. OInstall 12" white crosswalk stripe. Of. All traffic striping and pavement markings installed on new road surfaces shall be an Install sign on new post or street light as noted. approved low VOC type, 15 mil thick (wet). Installation shall be in two coats with the OPaint double yellow stripe per CALTRANS Det. 22. second a minimum of two weeks after the first, unless otherwise noted. OPaint continuous turn lane stripe per CALTRANS Det. 32. g. All thermoplastic striping and pavement markings shall be installed in one coat and be 10 Paint 100' of 4" solid white stripe w/raised pavement markers. 10 mil thick (dry), unless otherwise noted. I 11 ' "d 1 h. Under no conditions shall a roadway be left overnight, weekends or holidays without 1I 'I I appropriate striping and markings to the satisfaction of the CITY TRAFFIC ENGINEER. SCALE: �"'S0' C� 11 I / I. All traffic striping and pavement markings shall be installed with all appropriate permits 11 I / and traffic control measures, in accordance with city and state standards. „ II Temporary or construction striping and marking shall be in accordance with city and 377' 00' }� II 11 state standards and as directed by the CITY TRAFFIC ENGINEER. II II Z R26(S) II + R48 R26(S) R18-1 R2 ' (I ALL CHEVRONS do ALL CHEVRONS & STA. 13+00.00 (' V) 7 R18-1 7 7 CONFLICTING STRIPES CONFLICTING STRIPES JOIN EXISTING STRIPING � � /Q >i O 4 2 S 4 8 4 2 10 2 3 1 8 2 2 3 1 w 4. ..................................... .... �\ ------ -- — — ----—-- ——--- ——----... �/---\ --- -- --- --- -------- s 50 — -- _ ._.......-•-----------•-• ' GAP .............. ------ ---------- ......---------------• �_ •. -•-•------ --------------------------........... ,s:,.... ...... ....... ------- ................... �1 � 20 _ 1 _ ZZ _ 2�rr::::::::::::::::::::::::::: 74............ 75•• ;• 26 O� 7 2e o � 31 ........---- --..-.......-- 3�---.......................v�................ ... ::r ............... :..................:.... ............ - -.. - - o ---- asaas alas ss uss=:=a.::•- =assr=::::==ss s:as:ssl s=:i:s s:=iax::sss=:x:i===• 4 8 4 4 10 2 4 I� II 100' II II 170 ' 11 `•�' II TRANSITION Z II R18 R18-1 ' ' 11 a 1115' 12'1 12' 12'M 2';12':12':12': 16' I I .--44 II i i 11 N0. DESCRIPTION OF REVISION DATE NOTE: SANDBLAST AND REMOVE ALL EXISTING II II II CONFLICTING LANE STRIPING AND STREET ! II 11 CITY OF RANCHO CUCAMONGA LEGENDS WITHIN PROJECT LIMITS ii 1 ii I II II II I SIGNING AND STRIPING PLAN FOOTHILL BOULEVARD AND VINEYARD AVENUE �QRpFESS/p� APPROVED BY: /� �" DATE: �L S. E� F" CITY ENGINEER �/` X11 R.C.E. 24953 DESIGN LAWRENCE S. EISENHART RECOMMENDED J No. 13493 L.S.E. CONSULTING ENGINEER J Exp. 3-31-05 * DRAWN 2070 Locust Court SHEET San Bernardino, California 92404 8 Q C/VIS �Q L.S.E. Tel: 909) 864-5406 Fax: (909) 864-5047 of-`� F OF CAO. CHECKEDDRAWI G 0 LAWRENCE S. EISENHART R. .E. 13493 DATE 10/06/03 FILE NG. 03-09a