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HomeMy WebLinkAbout3373-1cJ t J 360' (60:1) TAPER I) I I I II I I I - 4 STA. 0+00.00 (R) C.L. JURUPA AVE. 4\ II I ! STA. 36+58.36 C.L. MULBERRY AVE. 120' BAY TAPER 252' (50:1) APPROACH TAPER II O c� �� II fI g oW o N QUj r ¢ - EXISTING r / RIGHT OF WAY 3 g I r� a r i~ w z RIGHT OF WAY d o \ s 1 z ~_ w 4 z CLR7 & R7A WITH R34 d - tr ON BACKSIDE cn w - \ �' 9 ( t~i1 m Q o ca V M Q �- / _ I- z U) LLJ m N -"- - - - -- - m i r� o Z ------------------ - - ------ -- -- - ..:.'..:::., o I X - - - - - - - - - - - - - - - - - - - - - - 12 �' 10 p ------------- 2 L=150' ew - - - - - - 44 5 N $ 14 8 5 L==50' 10 L=50' 1 O 2 �- m� 10 It N _ -__7i _..._ _ _ ... _.__...._.. - _ -- - 18 _F"y w _ ..__ ND14 N G�t'r N +� 14 5 M N 00 3 0- "4.8' -863 OTT as -+�E} 00 - __. _ _ _ _,:8+0€3 _.._ _. ._.._ __ : t;� :.._9f0E7 _ C �'� c�- Ro1 ---MEDIAN IS N 250 __ . . N \ L _ M 14 N -..- 14 - _ ......_._.._ 1.O_ . .. � 12 10 _.._ �. 4 - ----------------- -----_ ----------------------------- _ - N - 60:1 TAPER - - - 14 240 r __ 14 14 - o cl3 ic> o z --------- - ---- ---- ---------------- - - - - - - N - -------------- ---------- RIGHT OF WAY Qo CO Q - - `° - / EXISTING °- tq - - - - m - - CURB &GUTTERLO: ,+� Uj co W Ui � d 2 RIGHT OF WAY \ ��- U) zQ o M + REMOVE AND REPLA No Z of o o \ I I I ! + o � �' EX. CURB MEDIAN o - w o o x j REMOVE ALL EXIST. STRIPING, BY WET SAND BLASTING. dz �o oxo NQ '`� w� I I( F51 (n 4 w z r 4 > M z d o d O a I ((AN IL ff U El N o m U~) w (n I I I ! _ 120 BAY TAPER I I I I CITY OFFONTANA TR4FIRCC CONTROL GENERAL WTES 1 ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL IL A MULBERRY AVE CONFORM TO THESE PLANS AND THE STANDARD SPECIFICATIONS FOR THE CITY OF STREET STRIP/NG CONSTRUCMV hVTES•" FONTANA AND THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA. 2 PAVEMENT MARKERS AND TRAFFIC STRIPING DIMENSIONS SHALL CONFORM TO SEE SHEET Z 1Q-APPLY 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 29, CALTRANS STANDARD PLANS. STD. PLAN NO. A20B. 3 PAVEMENT MARKINGS SHALL CONFORM TO THE CITY OF FONTANA STANDARD 2�-APPLY 4" DASHED WHITE PER CALTRANS DETAIL 12. STENCILS. 4 TRAFFIC STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH ALKYD a-APPLY 8" SOLID WHITE PER CALTRANS DETAIL 38, BINDER AND SHALL BE APPLIED PER SECTION 84 OF CALTRANS STANDARDS. ALL STD. PLAN N0. A20D. STRIPING SHALL INCLUDE RAISED PAVEMENT MARKERS PER SECTION 85. �4 -APPLY TYPE VI LANE DROP ARROW PER CALTRANS 5 TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST STD. PLAN NO. A24A. CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO U5 --APPLY 4" SOLID DOUBLE YELLOW PER CALTRANS DETAIL 22, CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STD. PLAN NO. A20B. STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. a6 -APPLY 4" TWO-WAY YELLOW PER CALTRANS DETAIL 32, 6 ALL SIGNS SHALL BE MOUNTED ON A GALVANIZED STEEL POST PER CITY STANDARD DETAIL STD. PLAN CALAE�AS' AVE 7 APPLY RIGHTOEDGEUNE PER CALTRANS DETAIL 27B. 7 IT SHALLESS BE THEERWISE RESPONSB SHOWN. OF THE CONTRACTOR TO MAINTAIN BARRICADES; STD. PLAN N0. A206. DELINIATORS OR OTHER TRAFFIC CONTROL AT ALL TIMES. I-APPLY TYPE IV (L) ARROW PER CALTRANS STD. PLAN A24A. 8 CONTROL POINTS OR "CAT-TRACKING" TO BE APPROVED BY THE ENGINEER 24 HOURS PRIOR TO APPLICATION. 50' PARABOLIC 9 -APPLY TYPE IV (R) ARROW PER CALTRANS STD. PLAN A24A. 9 DIMENSIONS FOR CROSSWALKS ARE 10' FROM CENTER TO CENTER OF 12" WHITE STRIPES. FLARE IN ACCORDANCE WITH CITY STANDARD PLAN No. 1007. M p w 10 APPLY 4" SOLID WHITE LINE. 10 ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS ARE TO BE REMOVED FROM THE w S + g o 11 APPLY "SIGNAL AHEAD" PER CALTRANS STD. PLAN A24D. PAVEMENT BY WET SANDBLASTING BY THE CONTRACTOR. + a + �- 11 REMOVAL OF ALL SIGNS AND LEGEND'S SHALL BE COORDINATED WITH THE CITY OF IQ- RIGHT OF WAY 4 LL r 4 12 APPLY 12" WHITE CROSSWALK MARKINGS. FONTANA TRAFFIC DIVISION. STOP SIGNS WILL BE REMOVED ONLY BY Q 6 4 d w + CITY FORCES. FIVE (5) DAYS ADVANCE WRITTEN NOTICE TO THE CITY TRAFFIC SECTION z N w T o I 13 APPLY LANE DROP MARKINGS PER DETAIL 37-B, IS REQUIRED TO COORDINATE WORK WITH CITY FORCES. w STD. PLAN NO. A20C. 12 EXACT LOCATION OF ALL INSTALLED EQUIPMENT AND TRAFFIC CONTROL DEVICES TO BE DETERMINED 10 10 PROPOSED 14 REMOVE EXISTING CONFLICTING STRIPES AND/OR BE REQUIRED BBY THE ENGINEER.Y THE ENGINEER. ADDITIONAL WARNING AND/OR CONSTRUCTION SIGNS MAY - - EP PAVEMENT MARKINGS BY METHOD APPROVED BY CITY ENGR. 15 PROTECT EXISTING STRIPING SMSBWAADIAO COUNTY ZMERC CONT�L ...--...__.. p 2 Gwa 2 d 14 15 16 APPLY 4 SOLID WHITE DIAGONAL LINES ®1 6 O.C. ONERAL. AMESS •- y� v�' 10 _........ _._ _._._. . _._.._ _.._.. _.__ _... __._-___ _ ._ _...__.__ __.__. -__ PPLY E V ARROW PER CALTRANS STD. PLAN A24 . N EXIST. STRIPING 17 NP II(R) A 1. ALL SIGNING STRIPING AND PAVEMENT MARKINGS SHALL BE IN w f, - --- N 12+00 13+00 14+00 15+0 ^' T' 00- 8+00 --- N 9+0 � r 10+00 11+00 - _. __ _ 18 APPLY 4" WHITE LINE PER CALTRANS DETAIL 40, CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC CONTROL W� - r - - - - I _ ... _ _ _ _........__.: - STD. PLAN NO. A20D. MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA,DEPARTMENT OF . ;5(Y LEFT TURN P 1LY 12 SOLID WHITE CHEVRONS(THERMOPLASTIC)AT 50 0 C TRAN RTATIONAPPSPO,N5.4 ivr2. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 14-------------------N------- 2-------- 0 - N --__ SIG/V/NCsNOTFS'" (ALKYD BASE TYPE). INSTALL W41 SIGN (SIGNAL AHEAD) AS SHOWN. 3. ALL SIGNS AND ROADSIDE MARKERS SHALL BE OF HIGH INTENSITY FHWA TYPE III REFLECTIVE SHEETING. q0 o \� I I INSTALL R2 SIGN AND SPEED MARKINGS AS SHOWN. ( } o0 o RIGHT OF WAY INSTALL TYPE K MARKER ON EXISTING POST. 4. SIGNS SHALL BE MOUNTED ON METAL POSTS SIMILAR TO COUNTY EXISTING + a O ( } ! �- INSTALL R26 (S) SIGN (NO STOPPWG ANYTIME) AS SHOWN. STANDARD 303 A AND 303 B . CURB & GUTTER 00 w I I n INSTALL W74 SIGN "THRu TRAFFIC MERGE LEFT As SHOWN 5. ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN ON ! I THE PLANS, SHALL BE REMOVED BY CONTRACTOR. REMOVAL SHALL BE N Q I ( - - rsj- INSTALL R18-2 "RIGHT LANE MUST TURN RIGHT" as SHOWN. ACCOMPLISHED BY SANDBLASTING, GRINDING, OR AS DIRECTED BY THE REMOVE ALL EXIST. STRIPING, BY WET SAND BLASTING. I I Q7 - INSTALL W11 SIGN AS SHOWN. COUNTY'S REPRESENTATION. ®- INSTALL R63 "DO NOT PASS" AS SHOWN. 14 I I I 9Q- INSTALL TYPE "F" MARKERS AS SHOWN. 6. ALL CONFLICTING SIGNS SHALL BE WITHER REMOVED, RELOCATED, OR I I I COVERED BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED ©- INSTALL R7 AND K-MARKER AS SHOWN. AS SPECIFIED ON THE PLANS OR AS DIRECTED BY THE COUNTY'S 01 - INSTALL W75 SIGN "LANE ENDS MERGE LEFT" AS SHOWN. REPRESENTATIVE. A AV N U I 7. ALL EXISTING SIGNING,- STRIPING AND PAVEMENT MARKINGS NOT I I I SHOWN ON PLANS, IF REMOVED/OBLITERATED, SHALL BE I I REPLACED/RESTORED IN KIND AND IN CONFORMANCE WITH THE CURRENT I EDITION OF THE TRAFFIC MANUAL PUBLISHED BY THE STATE OF Q CALIFORNIA, DEPARTMENT OF TRANSPORTATION. f f 1"R RD C �' 8. THE CONTRACTOR SHALL NOTIFY THE COUNTY'S REPRESENTATIVE TO AVESCHEDULE A MEETING WITH TRAFFIC DIVISION PERSONNEL FOR FINAL R;0 MAW11mu POINDEROSAYp REVIEW (WALK THROUGH) AND APPROVAL OF TCD'S PRIOR TO PROJECT ACCEPTANCE. DACE Y SAN BERNARDINO COUNTY 0 ,. 20 40_.. ;= 80 120 P1�!TM+Z"� C?%' ''�►�-\� bI �S " , 7,03 Last Update' 3/24/03 SCALE:1 =40 CHIEF, TRAFFIC DIVISION DATE E\767\UL71Mp7E\767UsrRPl.dw9 f p REV. REVISION DESCRIPTION DATE ENGR. CITY DATE QFESS/Q 1-M917eS Eng/neel/ng, Inc. CITY OF FONTANA, CALIFORNIA PRIME BENCH MARK: SECONDARY BENCH MARK: - 21 e , OQ Nq� CML LWG/NEE"RIMG •L M SURVEY/NG R D(zfJ SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �`� K I. q Fy ®16800 VALLEY VIEW AVENUE SIPONINQ t�a�. a N �� �� cy L4 MMD4, CALIFORNu 90638 SOUTH EAST CORNER JURUPA AVE. CITY OF FONTANA B.M. 581 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 0 9C�1+1521-+8/1 FAX(7r4)521-4173 & MULBERRY AVE., SET CHIS. o W Q m DRAWN BY: JU IV J SCALE: RAILROAD SPIKE IN EASTERLY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, = z .. LRT HORIZ. 1" = 40' AVE.; SET CHIS. » » BCR; r_ * R.C.E. NO. 43293 * Prepared Under The Supervision OfANO FACE OF POWER POLE NO. 674320 E DIAL TWD WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE. 64.0 S O JURUPA AVE DAYS BEFORE tel, Exp. 3-31-04 Q CR/LRT AT THE NORTHWEST CORNER OF & 36.2 E 0 MULBERRY AVE. BEFORE YOU DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND y �, !rJ J YOU DIG CIV \�- ' STANDARDS IN EFFECT. F C �O Date :3 71 ® CHECKED BY: MD BY: DRAWING NO.: JURUPA AVENUE AND MULBERRY AVENUE TOLL FREE 1-800-227-2600 F CAL\ HAIDOOK L A IAN RCE N0. 43293 HIA--�-03 ELEV. = 915.775 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ELEV. = 918.40 CITY TRAFFIC ENGINEER R.C.E. 1931 DATE 2 ..