Loading...
HomeMy WebLinkAbout3145-2PRO �i� 0' 12 16 • '� ' N 2' 12 1 3 tC ti� :M N , Igdl nuPVT 0 i).i) Y� p 50 N Rjll, 9, 9'VL to 3.. ,moi �C�j 1 50 44 w \ R o 46 OA Y o - ------ r N 00e 44 , PROP. R/W-"-,. 52 y , _ -�_ c� Cl `� EXM . !, ,nr `` �-�.� 4. r •- `- N , • N h X52 2 44 PROP. C&G ---- c, co R�B� 52 w 52 N L N 166 cfl o 52 51 cnLu 43 �. �,� 52 52 �.- 543 SEN' a?.:*� , <12' �2 = (40Q Sig ...-------''" P 52 4 3 5a2 • ��` 12 LO42 540 47 TEMP 1E'M �-- HEMP � %' �- sl' tip 16 1 > ; � �9 .►"""rte°-. 541 .......... &G +� ✓� "I I �w/�► ifs ,` ; ,1 44 / Ly, `t - -�---- L=250 52 /rte '"-- —____ _ — _ _. _.__ _— —_� .•--r"'c, 50 y 1 N — SIuNING AND STRIPING GENERAL NOTES 50 -_ - !1 W 50 r�f�o • 1. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE / �2 22, �� c0 3 C"4 '(� �yqC~<• PLANS AND THE STANDARD SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARD SPECIFICATIONS -OF it ry 50 50 '[� THE STATE OF CALIFORNIA DATED JULY 1992 (NON METRIC EDITION) j� A ® L j-/�Y,� sk Q 51 2. PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO CALTRANS STANDARD PLANS. ?'L►�, �` A No, � 3. ryAVEMENT MARKING SHALL MATCH THE CITY OF FONTANA STANDARD STENCILS. 1,5839 SIGNING AND STRIPING NOTES' 4. TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. 5. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATIONS SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE NOTED ON PALNS. 6. A: L SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST, UNLESS OTHERWISE SHOWN, PER CITY STD. DETAIL 139. 7. li" SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO MAINTAIN BARRICADES. TRAFFIC SIGNS OR OTHER TRAFFIC CONTROL AT ALL TIMES. 8u CONTROL POINTS OR "CAT -TRACKING" SHALL BE APPROVED BY THE ENGINEER 2 WORKING DAYS PRIOR TO STRIPNG APPLICATION. R s y 62183��� �} Expl 9-30-05 q �rviti �tiP rF cAL O� Prepared Under The Supervision Of : PREPARED IN ThE OFFICE MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE, 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date :`�1�.02 RCE 62183 EXP. 9-3Q-05 40 REMOVE EXISTING STRIPING BY WET SANDBLASTING WITHIN LIMITS SHOWN 41 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 29 CALTRANS STD. 42 APPLY SOLID 4" DOUBLE YELLOW STRIPE PER DETAIL 22 CALTRANS STD. 43 APPLY 8" SOLID WHITE STRIPE PER FETAIL 38 CALTRANS STD, 4A4 APPLY 4" SOLID WHITE STRIPE PER DETAIL "A" SHT. 1. 45 APPLY 12" WHITE STOP BAR OR CROSSWALK 46 APPLY 4" WHITE STRIPE P 4� APPLY 8" DASHED WHITE STRIPE PER DETAIL 37B CALTRANS STD, APPLY 4" WHITE LANE LINE EXTENSION PER CALTRANS STD. 49 APPLY 4" SOLID YELLOW STRIPE L=50 F. 0 INSTALL STREET SIGN ON POST AS NOTED ON PLAN 51 INSTALL STREET SIGN ON STREET LIGHT AS NOTED ON PLAN APPLY PAVEMENT MARKINGS & DIRECTION ARROWS (TYPE IV) OR AS SHOWN ON PLAN. E DETAIL 12 CALTRANS STD. MODIFfED, " 9> CROSSWALKS SHALL HAVE 10' B17 WEEN THE CENTERLINE OF 12" STRIPES PER CITY STANDARD DRAWING NO. 1006. TO USE TYPE C RED CLEAR RPM'S. 53 APPLY 4 YELLOW STRIPE PER DETAIL 24 CALTRANS STD. 10. ALL TEMPORARY STRIPING AND PAVEMENT MARKINGS SHALL BE APPLIED IN TWO SEPARATE COATS. A FINAL COAT IS J TO BE APPLIED BETWEEN SEVEN (7) AND FOURTEEN (14) DAYS AFTER THE FIRST COAT. PVA PVT. DWS' D"I" LAJ U 0 E WAS cn 22' A i PVT DWY PV a 224 i 19 31 z PVT. DWY ,. a FU1 UR 0 50 51 x O 15' 15' u' 5' S' T- 0,.~..tea M� I 5 5 w f _. _.___ _ .__.,.... _..._ _ ...__ _ i � +++ c� ry PROP. R PROP. R/W v ., PROP. R/W r cv N i / N __.. -FUTURE C am T - - r_ o , �n .w � 52 _ R/W� cL � `Z .-r 52 TEMP' "� ----•.�. _ do Co PROP, C&G N �w -� 52 45 i 44 43 r 00 PROP. C&G E-+ PROP. EP FUTURE L=147' 43 N 52 PROP. C&G ��?v 46 °p fi.� MEDIAN `- TEMP 4 i 43 C'4 ►--1 52 _ L=152 52 46 :..:.....: 5 524 _525 526 527 528 529 46 52 iEiniv L-157 43 42 532 533 5351 � W 4- - 534 +x! _ __1 PROP, EP s !� 44in 45 t --- --------------------- ------ -- `-' _ EXIST C&G 46 -EXIST C&G ---------------------- — 44 I — 44 W EXIST.R/W \ /i"- __---------------------- --------------- — _ _ ____—--_------------------__--- ---- —________----__--__--_- --- - / -- -- -- -- -- -- - -- - -- — -- Er �� EXIST. R/W 00 cn w N PROP. R/W ► o N ( 42 43 1 EXIST. R/W SY 11 it 1 50 50 �1- << 31' T 1' � � 50 c� w D ► Yl � 50 4, Il X~o ._.„_ �� _,� (I 24 i8i12 18 ( �Or.wOf z 34j, j w� EAST FRONTAGE VI Nil � NX a� , X��� 25' ,� - �_ .._ _. _ w O O II 5i2 I w w Q ROAD THESE. RECO710 DRAWINGS HI 6�. ���i~0, ��� . � � z II 0' 1 � O SCALE IN FEET ON TH BASIS - F INFOP, ,Apo 50 5 �1 ! 50 ° 0 40 80 120 160 1 19 , �r fuRnuSHFID �Y OTHEAS. THE ENG4W.!_,. , . 2 NOT f � �EL��' C� RESPONS18 E FOR ANY ERROR$ 0R OM;�si� -f lai EXIST. R/W 1 16' 1g i Aays= SEEN INCORPORATED iNTa DOCUMENTS TRACT No. 15839 22' 1 >��su�T 1 t' AN ` 11 ; DIAL TWO WORKING S�VAYOU GDIG �� BEFORE ROAD TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGRMJND SERVICE ALERT SHOULD CONSTRUCTION OF THE REQUIRED IM'ROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,ONo. THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. s y 62183��� �} Expl 9-30-05 q �rviti �tiP rF cAL O� Prepared Under The Supervision Of : PREPARED IN ThE OFFICE MADOLE AND ASSOCIATES, INC. 10601 CHURCH STREET, STE, 107 RANCHO CUCAMONGA, CA 91730 PHONE (909) 948-1311 Date :`�1�.02 RCE 62183 EXP. 9-3Q-05 CITY OF FONTANA, CALIFORNIA SIGNING AND STRIPING PLAN DRAWN MA EAST FRONTAGE ROAD TRAFFIC SHEET 9GLE 1 »_�• DENNED ft INNs DALE: SEPT. 2002 CHECKED V. MNS APPROVED BX _ - -- DRAB Np,; 3145 2 CITY TR IC ENGINEER c.-28690' DATE F_?rc I9�