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HomeMy WebLinkAbout3333-2CLUBHOUSE DRIVE o J'I!3,' ; ;53Ckl �, j cn 61'17'71130 630— --1 Qr� Q � II .0 ? ��' 3'� 1 13' ` 17' 1' ' ' SCALE: 1 " = 40' REMOVE EXISTING STRIPING REMOVE EXISTING >w p WEST SIDE • R /' ir � } 1� :12'; 1 1' 14'F UTU I f - STRIPING Q 30" . REMOVE EXISTING /W w J f i' I WEST SIDE p J ao WEST IS DE STRIPING — — — — IST.; PE 268 — — — — -- ----. —.. ir o� J J t ,/( I W z .. UU i It L --+ y I N EX. R/W --. _--- - NIS- --___� N L=121 NO W a' EX. C&G - - - --- - w - C&G W Z _ _cfl_ 00 Z - - 50 - - - -� 52 _T_- - - - r - - - - - - - - -�- - - Dom- C - - - - - - - 0 o O —I T 56 57 58 59 60 61 �+ 62 W 6 N L=50' LO 4 4 L=50' �v �t �t �n d - N TEMPNO LO ¢ - L=121' ,. •---- = - -- _ _ _ _ r _ --- - - -- C&G ` --a -- -C-& G -- -- -- a)wC&G N N w N R/W Y \ 'BARRI:, AQE w N u. J w 0 / �' = co ;; v, 0 R W Oco N w ;,Y o- co 2 f t ,n a o v, EXIST. WALL N to O N t2 STRIPING Y ;OTHERS } � AXIS . ACP ;' N ^ o Q PROTECT O ; 1 1, 3 W N + co I FUTURE STREET i 160 L.F. BUS TURNOUT 1 3 O z w _; + , i - -,- `- - 30!'0' I 1 + c� 1 0 5 12 37 ? 37 12 r%, W ' ti IST. I UFATURI G °° 43 120 L.F. TRANSITION ' 17 13 4 1 j 12 17 ( I f PLANT CC SS 1484 L.F. 60.1 TAPER I I N0 0 s WNDF R AVENUE SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE SIGNING AND STRIPING NOTES: PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA DATED JULY 2002. 40 REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN �P PROTECT IN PLACE 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. 41 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 29 3. PAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 42 0 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22 SCALE I N FEET 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE 43 APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS APPLY 8" SOLID WHITE STRIPE PER DETAIL 38, MODIFIED TO REPLACE TYPE G 0 40 80 120 160O PER SECTION 85. MARKERS WITH TYPE C MARKERS. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS �4 APPLY 4" SOLID WHITE STRIPE, MODIFIED TO REPLACE TYPE G MARKERS WITH SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN WITH TYPE C MARKERS. SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. 45 APPLY 12" WHITE STOP BAR OR CROSSWALK SCALE: 1 " = 40' 6. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139. 46 APPLY 4" WHITE SKIP LANE LINE PER DETAIL 12, MODIFIED TO REPLACE TYPE 7. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC G MARKERS WITH TYPE C MARKERS. CONTROL AT ALL TIMES. SUMMIT AVENUE 47 APPLY 8" LANE DROP MARKINGS PER DETAIL 37B 8. CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG j j �� }; = -�4L 1 !� I55 !;r. APPLICATION. 49 APPLY 4" DOUBLE YELLOW STRIPE PER DETAIL 28 ' , �f REMOVE — — .. — . — — t 46 EXISTING REMOVE i ' I ` " EXISTING 211 t 34 i ? 36 �l10 STRIPING 9. CROSSWALKS SHALL HAVE 10 BETWEEN THE CENTERLINE OF 12 STRIPES PER CITY STANDARD DRAWING NO. 1006. 50 INSTALL STREET SIGN ON POST AS NOTED ON PLAN ST SIDE STRIPING � ; 15 112 1 12' 15� , i; 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE PAINTED IN TWO SEPARATE COATS. A FINAL COAT IS 51 INSTALL STREET SIGN ON STREET LIGHT AS NOTED ON PLAN WEST SIDE f ¢ , }, TO BE APPLIED BETWEEN SEVEN 7 AND FOURTEEN 14 DAYS AFTER THE FIRST COAT O I J J t , ! �) ) :.: U U i �' 1 �t 52 APPLY DIRECTION ARROWS & PAVEMENT MARKINGS AS SHOWN I rn r*.. /—EX. R/W Do 'n 0 1 S, .. IP:lk PE ';AWG. # EX. C&G R/W - — — ——..—..--.—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..—..— — — 53 APPLY 4 DASHED WHITE LANE LINE EXTENSION PER DETAIL 40A II o ori 1 I i 2,�82� — ——..—..—..' - ''��`"`_______-...__-..------.^"'_"'�•�"._�._._----�-.--�..���._�'^-_.._..-.._-.._.... ✓""'rte-.."_�,-+�_�y- _. .__�. .—_. -- -�'-�_ � __����---,—^--..-.__._�L�-.. r,.,._.X""'_�-_.-.-,._,., -`� �;�..—.. - ,_, �� e_� �� �' /�' I � r `_ ...w.._ ._.- ....__.-...-.____ - r EX. C&G EP W Z N 6<:_. �- – o' __ `V -- -� �`5___._ 4 __-- - - - - - - - - T— - - - - - - - - - - - - - _,,, 0 f 64 �- R .. 63 65 66 67 - - - - - - - 4 M L=210' Q 6 00 � W o > Nd- w � Q - 4 � C&G Q CL co N to co to N R/W co mco m o w � it � ir N W N W W �- O W cr r O i r Q d' z �. Q N Y\ �! STRI�ING ., Y ,OTHERS € 1 n 1_. 4 ;; i �_ ; E � , + O + O O + 0 I\a. >, ,� -,i�i! rnz rnz ^ O z 11512 2;12;151 w co RECORD DRAWING coW 1 w I { ;} ; ` 20 L.F. TRANSITION 10' THESt RECORD DRA ZINGS HAVE BEEN FRIF � 12 � 3'4' �ti� ;�� � 3? -��. 120 L.F. TRANSITION 1484 L.F. 60:1 TAPER 4PART, ON THE BASIS OF INFORMA MON 00 + "PILED AND �; 461 ? ; 46 � r =WESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH t' If 1 s HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS A RESULT THEREOF. 0 REV. REV= DEWW= °A7EOW an DWE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOTO Under The Su Of �1 RECORD.: DRa.�/ f N G � II Wiz.- Prepared P1 �� 'G QROFESSIpN PREPARED IN THE OFFICE OF COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� .�HoM,ass F2 MADOLE AND ASSOCIATES, INC. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� 10601 CHURCH STREET, STE. 107 DRAW W. �w No. 62183 N RANCHO CUCAMONGA, CA 91730 M.N.S. DIAL TOYORKINGEFORE DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp: 9-30-05 * PHONE (909) 948-1311 mmm Bf YOU DIG YOU DISM.N.S. BRING THEM INTO CONFORMANCE WITH CONDITIONS AND s�q� Ci I�. 227-2600 FRB - Date FOFCAL�F° ' : L3 'o� mmmBr.IMLEE 1-800— A Pl1BLIC SERVICE DY SERVICE ALERT R. E. *4844/ • STANDARDS IN EFFECT. L-141 ui ' N R/W i EP LLI O gW • oz O FUTURE R/W O mW LO J + z nQ CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING PLAN w SIERRA AVENUE SCME- 1"=40' DATE: FROM 50+00 TO 73+00 JUNE 2003 APPROtiED B1F� // p;A�i6 Na: R.T.E. 3 DATE 3333 3 J:\661-1404\streets\traf2.dwa. Plot. 08/23/2003 08:19:56 AM. fs