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HomeMy WebLinkAbout4359-1 SEE BELOW RIGHT MATCH LINE I `_ 20' 112')12'I20' II 1 \ 88' 11 \•T„ , ! II I II 20'10 ., _L7_ NORTHERN SCHOOL P/L LEI iz 44' 44' El/ K--o 11' 10 3 s -' ® e ILII III z Q Q' I I I1 d_l___ � ,_ > D ,, w _ 4)6 w — _ cs> E o LD U A I CL- 1/40 •--� � X• 1�, U — te a � � 1 RI 21'10 I w x I I w N. oN 3 li 1 • X A w c� 9 ESQ ROAD X 1/4 . 2 I w ` w . R4-1 14' 11' 9' 12' 18' w 0 t I '~o 11 -� I '` O ”' 52' 83' - 31' - ANDSTRIPING GENERAL NOTES �, SIGNING T EX. R/w 50'1 -, V :is K. 41S5-2 200'Ek 11 � 111 ILI 1 . ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL r, T, - \ a 38' 31' CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA --LL �% �— �--�- - i THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS EX. c&G I AND HIGHWAYS, DATED SEPTEMBER 2006. ___ � CL— _�__. ii — ® _ 2. PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD STENCILS. o EX, C&G I Co -= I © w ra- r 3. ALL STRIPING AND PAVEMENT MARKINGS SHALL bE ALKYD THERMOPLASTIC PER SPECIAL N. -';' ---7---Er— —', ;' �, `�- ', _ - 2 PROVISIONS. 1,, 6 11 EX. R/w ASSEMBLY A Rl-1 & POST 3}J NI �� I 4. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON Q ,-I w THE PLANS. W66-W66A E 11114' 11' 7 -'11' 18' I & POST Ili / / f O 20' 12' 31' w 5. ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, c- 1MA z ASH AVE El LI E �! ' gg w66-W66APER CITY STANDARD DETAIL NO. 4003. m , E W9-1 --1 I j® 6. IT SHALL B THE0E RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS ASSEMBLY C E OR OTHER TRAFFIC CONTROL AT ALL TIMES. Z 14o 9 li I: 2 A_. ASSEMBLY D 12 Vc 2 7. CONTROL POINTS OR "CAT-TRACKING" TO BE APPROVED BY THE ENGINEER TWO 1 H C 05 WORKING DAYS PRIOR TO PAVEMENT STRIPING APPLICATION. 80'10 •, { ® 11 ` I ,..I 8. CROSSWALKS SHALL HAVE 10' BETWEEN CENTERLINES OF 12" STRIPES PER CITY STANDARD STRIPING C❑NSTRUCTI❑N NOTES4( DETAIL 1003. U) '] 9. ALLPROVISIONSCONFLIC, TINGSECTION STRIPINGE. , MARKINGS TO BE REMOVED BY METHOD AS DESCRIBED IN SPECIAL 1❑ APPLY/REAPPLY 4" WHITE LEAD IN/LEAD OUT STRIPING v- I I 0 10. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 (� 2 APPLY/REAPPLY STRIPING PER DETAIL 9 U . 3 I � , 0 ON HIGHWAYS WITH RAISED MEDIANS. 3 AP YSTRIPINGP R TAIL z2 . W �� - 11 . BLUE DOT MARKERS BLUE R.R.P.M. ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS °' [� APPLY/RE PL E DE ( ) w '=� PER CITY STANDARD PLAN. 75 Z APPLY/REAPPLY STRIPING PER DETAIL 29 W W �� �, ❑ MODIFIED PER DETAIL "A" o 0 �_. 12. SEE DRAWING NO. 4358 FOR TRAFFIC SIGNAL INSTALLATION PLAN. I ) a C 5 w (_j APPLY/REAPPLY STRIPING PER DETAIL 38 6 APPLY 12" YELLOW CROSSWALK 16' VAR 12' 17' w X s 3 1 I �, . w ❑7 APPLY 12" WHITE LIMIT LINE ,J W �. X d W S2 D X I' „/� 11 Li d ® APPLY TYPE IV ARROW w �"' .-1 r4f LEGEND i Z (� APPLY TYPE VI ARROW X 1 r02 z w14g cu LJ__I SO SIGNALIZED INTERSECTION (PROPOSED) Q to APPLY RED CURB NOTE: REFRESH r2 Q S EXISTING RED CURB AS NECESSARY Q ',� 11 L� 9 WA EXISTING RED CURB c 11 REMOVE EXISTING CONFLICTING STRIPING/LEGENDSLY i • I ����/` 11 0g W4-2 - _ ❑ BY SANDBLASTING w � '{ 20' 12'' 12' 20' O 3 U) �� I I I = / � 1❑ I Q II m 80'101 E_;, r -1 ZZ Vim - Q SIGNING C❑NSTRUCTI❑N NOTES I • I i Q fill ] a y 12 INSTALL SIGN(S) Si 11 I I— I I �1 ASSEMBLY DCL- 13 !I12J ASSEMBLY C ASSEMBLY C P1-\\.. ..."---7 `� 0 d Q ❑ REMOVE SIGN(S) 20' 12' 12' 20' ICA Q I *SEE SIGNAL PLANS FOR ANY ADDITI❑NAL SIGNS REQUIRED PER PLANS, �� A ' II • I 11 20' 2' 12' 20' 3 z N_ \ o V Li .(( - ' V Q r3144 44 , _ v: II 188, Z . 1l f 7 20' 12' 12'120' MATCH LINE 40 20 0 40 80 120 J LJ 44' I 44' o DETAIL "A" SOUTHERN SCHOOL _P/L SEE ABOVE LEFT fir`- �� ec 0 • ss'1o 11 1 \ r LIMITS OF STRIPING, I , / LIMITS OF SANDBLASTING (,--- A 780' T❑ BACK ❑F CROSSWALK; �oFEssi Prepared Under The Supervision Of CITY 0 F FONTANA, CALIFORNIA lq " 20' 12` 12' 12' \74 JOIN EXISTING �DiASSEMBLY D IMPROVEMENTS NOT COMMENCE WITHIN TWO �� s � SIGNING AND STRIPING PLAN YEARS OF THE DATE OF APPROVAL SHOWN HEREON DRAWN BY: ALDER AVENUE SCALE: DIAL (s4,2V)TWO WORKINGcsr) AND CARRIED FORTH IN A DILIGENT MANNER, THE * No. C 40964 * DT 1 :40 $EFORE DAYS BEFORE Exp. 3-31-11 CITY ENGINEER MAY REQUIRE REVISIONS TO THE DESIGNED BY: DATE: YOU DIG YOU DIG DT W H AVENUE 6.09.09 REV. PLANS TO BRING THEM INTO CONFORMANCE WITH CIVIL 4`4144;Date 66/24C/ Q (7 TDLL FREE "�"`'1-800-227-2600 ' : 66/24C CHECKED •�RO` �+ / �Qy� q DRAWING NO.: 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE STAN DARDS I N EFFECT. q�CFCALO\ 4\M, �N DA q n 4359 Felipe U. Molinos, R.C.E. 40964 CITY ENGINEER R.C.E. 51152 1