Loading...
HomeMy WebLinkAbout4295-2SIORNG AND STREPING GENERAL NOTES 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 2. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS, DETAILS, DIMENSIONS, AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 3. CONTACT TRAFFIC ENGINEERING PROJECT MANAGER AT (909) 350-7610 TWO WORKING DAYS PRIOR TO REMOVAL OF TRAFFIC CONTROL DEVICE OR EQUIPMENT. STOP SIGNS SHALL ONLY BE REMOVED BY CITY PERSONNEL. 4. ALL WORK, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM TO THESE PLANS, THE STANDARD SPECIFICATIONS FOR THE CITY OF FONTANA, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED, SEPTEMBER 2006. 5. 2 WORKING DAYS NOTICE SHALL BE GIVEN TO THE CITY TRAFFIC ENGINEER (909) 350-7610 FOR APPROVAL OF CONTROL POINTS OR "CAT TRACKING" PRIOR TO APPLICATION OF PAVEMENT STRIPING. 6. TRAFFIC SIGN SIZE SHALL BE FOR CONVEN11ONAL ROADWAYS, UNLESS OTHERWISE SHOWN ON PLANS. 7. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 4003. 8. STENCILS USED FOR PAVEMENT MARKINGS SHALL MATCH CITY OF FONTANA STANDARD STENCILS. 9. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC UNLESS OTHERWISE NOTED. 10. CROSSWALKS SHALL HAVE 10' BETWEEN THE CENTERLINE OF THE 12" STRIPES UNLESS OTHERWISE SHOWN THE PLANS, PER CITY STANDARD DETAIL 1003. 11. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS AND ELECTRONIC AUTODESK CAD FILES, TO THE CITY TRAFFIC ENGINEER. 12. ALL CONFLICTING STRIPING, MARKINGS TO BE REMOVED, SHALL BE BY SANDBLASTING. 13. SUBSTITUTE TYPE "C" RAISED PAVEMENT MARKERS FOR TYPE "G" MARKERS ON DETAIL 38 ON HIGHWAYS WITH RAISED MEDIANS. 14. BLUE DOT MARKERS (BLUE R.R.P.M.) ARE TO BE INSTALLED AT ALL FIRE HYDRANT LOCATIONS PER CITY STANDARD PLAN. CONSTRUCTION NOTES O APPLY / REAPPLY THERMOPLASTIC 12- SOLID WHITE STRIPE O EXISTING STRIPING TO REMAIN IN PLACE O SANDBLAST EXISTING CONFLICTING STRIPING. O APPLY / REAPPLY THERMOPLASTIC RIGHT TURN TYPE IV ARROW. O APPLY / REAPPLY THERMOPLASTIC 8" SOLID WHITE STRIPE PER DETAIL 38 O APPLY DOUBLE YELLOW CENTERLINE STRIPE PER DETAIL 22. O REAPPLY TWO-WAY LEFT TURN LANE PER DETAIL 32. O PROTECT IN PLACE EXISTING SIGN AND POST. O EXISTING SIGN TO BE RELOCATED 10 FURNISH AND INSTALL SIGN AND POST AS SHOWN. 11 APPLY / REAPPLY THERMOPLASTIC LEFT TURN TYPE IV ARROW. 12 APPLY THERMOPLASTIC STOP LEGEND 13 REMOVE EXISTING SIGN AND POST. 14 APPLY THERMOPLASTIC SKIP LANE STRIPE PER DETAIL 14A. 15 APPLY THERMOPLASTIC 4" SOLID WHITE STRIPE. RIGHT of WAY �- EX CURB & GUTTER co -` 9+00 ^- — _EX. CURB & GUTTER - RIGHT OF WAY 2 W z I a 14) 7V 74 1 Q 1 I i w RIGHT OF WAY J t a l BASELINE AVENUE JOIN EXISTING - ---- --- --------------- RIGHT OF WAY - — — — — — — — — — — — — — �- I EX CURB & GUTTER _ 2 OSANDBLAST DL - — — — — — — — — DOST. RAISED MEDIAN STRIPING WITHIN CROSSWALK 47 1 00- 0014+00 .T 15+00 - �- - - - - _ --- 10' BASELINE AVE -Z 1 N CHERRY AVE I O3 BE �- � SANDBLASTED C." 3 EX CROSSWALK To BEA SANDBLASTED yWDeU D1 STRIPING WNTHN O EX PWMPOEE TO BEKLQ= ex Qum EXISiNNG CROSSWALK ------------ � --- OUB —� ------ 0 - 4. is a3 RIGHT OF WAY I I � I = I U SEE SHEET 3 OF 4 Wl z1 i I I I BASELINE AVENUE / I RIGHT OF WAY ,_--------- -- — _--------- --------- _-----------tn------- / g — — — — — — — — — — EX CURB GUTTER —� 3 CROSSWALKEX TO BE rn — •- M iv ; OF McGUIRE -- — — — — — — — — — — 3 SANDBLAST EX STRIPING WITH i -- -- — — — — — — - _ _ _ _ OF BASELINE E CROSSW — 17+00 —EXIST RAISED MEDIAN —18+00 — _ .- = — -- — — 19+00 — — — — — - — — — 20+00— — — — — 23+00 W-- _ ____- _ -__ a z 2 W J — — — - — — — — — — — — — — — — — — — 3D. CROSSWALK TO UJI i7 m1`r 1 TE PROPOSED CURB . EX CURB d� GUTTER A a-------- ----------------- ---------------------- -- - - - - - - - - - -------- -- --- - --I--- -- LS — °—"'----"-b------------ ------- -------- ----Q —I `�----------- �s M- - — — — — ------ - CS RIGHT OF wAY UB y 7 N ' 1 EX UTNJTY C-4 :I 1 i 0o PEDESTAL rn co W �� I SEE SHEET V Or' 14 S (0O 16+00 qr— J - WW zM = W FU- � ca --OU/0---nM --, I 0 ,8' I rl I I I I t I I \ \ RIGHT OF WAY 1\ ------ -� ---------- EX CURB & GUTTER tp - to iV 24+00 t A)BLAS�T NG - — — — - HIN EX. CURB & GUTTER -4------- ------------- -/�~ RECORD DRAWING QI The information on this drawl is obtained from others and QpFESS/pNq ng p pTTHFy, must be verified in the field by anyone prior to use or ��' �`� °tic ✓c construction. HALL & FOREMAN, INC. is not responsible for _� No. 62794 m Exp.�l� underground facility- locations or depictions. All above ground �d �o j facilities can be readily seen and verified by the parties that �`s� clv���- intend to use same. �4,OF CAL��� i� Ilk . �. RIGHT OF WAY 3OF4 N 1 '= 40' 40 0 avale o� c �:3 c � / T O_' O `t E �a N � N N N O / I rn c W O /O d' N to N N O O / a N ui Ev Cl N Z c a� 0, a c_O 3r O 0 L O � J