The URL can be used to link to this page

Home My WebLink About2846-1CD CD z H z LU 0 Cn rT H U 1 O CDLU / 0 Q U 0 I O / w w ryJ O lz z C] U U H LL. LL Q FF Cn -L-) CD CD C_ m LCD O O / O U-) O CU i E f f .t I I 9 O + 1 1 rm k j EXISTING BLOCK RETAINING WALL ' I NOTE TO CONTRACTOR:-- ''. , CONTRACTOR TO PROTECT IN PLACE / ALL EXISTING SIGNS AND SIGNAL EQUIPMENT n WORK AREA I y_t 0 r LO 00 !` pop Q ij iI II r' \ +� Z + r ; _ --- REMOVE EXISTING STRIPING---- ----jII 10:1 TAPER1OF Ld CRASH CUSHIONSrrPER CALTRANS ST -D T2 —.Z K-RAI(n m yARRAY TYPE TG n S ----------'— Ii I ----III —---�IiIi ------� +- ------s — ;C13 00 IL --———————— —— — — — — —- 00.0' _ _ _____ _--— 4 II �I \ --------- -- 00 + 0 �--�i —\"------ t .'- ______ii _-- _l -------------?I -----_--_—_ ---i ----------------�--� — --- I- 13+00 �—_\ — --- ---rf i —9+00 10 +00 1600 1700 1800 1900 --2�IIIOTO —------—------------------- — — — — — ------------__ w 0 N CITRUS AVE 0 ID _j m [�V<_) Ld V) aPROVIDE TEMP. DETAIL 21 NS /Wesm Z CALTRAZ> :0 0 550 -----I-j I tI I� ;I . `'C�"-------�-j--------.___---•_�`�__, ! 1 t I � II I I i � t + I `- ____._, _---- i � _ � _-----� �' i i \ __�-• ---� `` Imo' I � j� i � � � (I I I �� I X/, . i I + I i i _._------"^--._.,-._. , •y _ . i : i � + ! i i 9 � i; i 1 , 9 y -5, t ) I I I! i� f 1 GENERAL NOTES: 1. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION, THE COUNTY OF SAN BERNARDINO, AND CALTRANS 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. ALL MATERIALS AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE 1997 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", LATEST EDITION AND THE LATEST SUPPLEMENT; THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND STANDARD SPECIFICATIONS, DATED 1992; CALTRANS TRAFFIC MANUAL; LATEST EDITION, OR LATEST NON -METRIC EDITION, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. 3. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE CALTRANS TRAFFIC CONTROL MANUAL, CHAPTER 5 - MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, LATEST EDITION, OR LATEST NON -METRIC EDITION, AND THE W.A.T.C.H. (WORK AREA TRAFFIC CONTROL HANDBOOK), LATEST EDITION. 4. THE CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT OR POTENTIAL CONFLICT WITH THE PLANS AND/OR SPECIFICATIONS FOR THIS PROJECT. 5. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THEIR ORIGINAL CONDITION, OR TO THE SATISFACTION OF THE CITY ENGINEER. 6. ALL STRIPING AND MARKINGS SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS AND THE STATE TRAFFIC MANUAL, LATEST NON -METRIC EDITION. 7. THE CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES UNLESS OTHERWISE APPROVED BY THE CITY TRAFFIC ENGINEER. 8. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 9. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO THE PUBLIC, ABUTTING PROPERTY OWNERS, AND THE TRAVELING PUBLIC. 10. ALL SIGNS SHALL BE REFLECTORIZED OR ILLUMINATED. 11. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST CALTRANS SIGN SPECIFICATION SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO CALTRANS SPECIFICATION SHEET CODES. TRAFFIC SIGN SIZE SHALL BE STANDARD UNLESS OTHERWISE SHOWN ON THE PLANS. 12. ALL SIGNS SHALL BE MOUNTED ON GALVANIZED STEEL POSTS, UNLESS OTHERWISE SHOWN ON THE PLANS, PER CITY STANDARD DETAIL 139. THE BOTTOM OF ALL POST MOUNTED SIGNS SHALL BE SEVEN (7) FEET ABOVE THE FINISHED SURFACE. 13. SIGNS SHALL NOT BE PLACED IN SHADOWS OR OBSTRUCTED LOCATIONS. 14. SIGNS SHALL NOT BE PLACED IN EXCESS OF 15 FEET FROM THE EDGE OF THE TRAVELLED WAY. PORTABLE SIGN STANDARDS SHALL BE TIED DOWN OR WEIGHTED DOWN WITH SANDBAGS TO PREVENT TOPPLING. 15. THE WORK ZONE SHALL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE PROPER VISIBILITY AND OPERATION OF ALL TRAFFIC CONTROL AND ADVANCE WARNING DEVICES. 16. CONTRACTOR SHALL REPLACE ANY AND ALL TRAFFIC DETECTOR LOOPS DAMAGED DURING CONSTRUCTION PER APPLICABLE CITY, COUNTY, AND/OR CALTRANS STANDARDS. 17. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING CONSTRUCTION ACTIVITIES. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, AND/OR BARRICADES MAY BE NECESSARY OR REQUIRED IN THE FIELD AS DIRECTED BY THE CITY TRAFFIC ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 18, EXACT LOCATION OF ALL EQUIPMENT AND CONTROL DEVICES SHALL BE APPROVED BY THE ENGINEER. ADDITIONAL WARNING CONSTRUCTION SIGNS AND/OR TRAFFIC SAFETY EQUIPMENT MAY BE REQUIRED BY THE CITY ENGINEER. 19, ALL EXISTING STRIPING AND PAVEMENT MARKINGS THAT ARE IN CONFLICT AND/ OR ARE NO LONGER APPLICABLE WITH THIS PLAN SHALL BE REMOVED OR COVERED TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER PRIOR TO ANY CHANGE IN THE TRAFFIC PATTERN. 144wz - SCALE 1 "=---4-O' qL- ltxscf OF r - r ELEVATION F2--j" �_ Y, op tQ 'St! pt Ifireoded red w'�th aw tSee Mo#e a r)ut site . ttptol Z per m3hvr 0 AMW ! ($00 gists F) SCREEN ANCHORAGE DETAIL SCREEN�►NCHORA�,TAIL ALTERNATIVE 'A* 1 i" RVM1 In ! -' PLAN LEGEND. SIGN E- DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) WORK AREA K -RAIL PER CALTRANS STD. PLAN T4 (SEE DETAIL HEREON) o0 CRASH CUSHIONS PER CALTRANS STD T2 ARRAY TYPE '7G" "' i#GAle for 1" ! tnoeeUtkqui m 2'-0" stili trr ram ; obe. eche 410 4" it lo" x IY4" R I ye ELEVATION ANCHBR PLATE DETAIL ALTERNATIVE "At 3" yj w e inavndl se �'-It {�,. Steed P100, schadtft 4a (tots 3 per panel} We mt wim 2'. reehsr WW seif- k;w*lnq nu+ t+ctd 4 Per pamm Moo "via +3) Reflector—' %" Mtn thlekneas lRywoo or W9 thick artented atroxtoord IN x ;" OF, rough fry' Ill%a"iorrp 4orsew at r—` 12" mm ce+rtera 1...-thrlslad �r .k c. SECTION A -A �-Peat= ?9 � ia■PVE'trY Poe e I raltirtp r'e trodrm* x F-01, ateai p1m mfh%L&&u 4s liorr. area (See MOO 31 O18 NOTE fit" Imo, S raight holes Or of they di th ' Mortar l6we" podgy Aleftector :: s �•-- P�Pe W6149 "li ftw to t 2. R *Alm copsula-tyc+e arnatroraQe " = davloee may tm suCtstit�tx for +� 4" Mots 60 t !1 su� 110041 — Vi" x lft'llpow j bol? t With 6 IW 3. Place screw on wWk area stdo of ' 1:�. � will only be on sift of the n nut ralttr+d �� temporary ralllrla, hirer trafttc will �.. �,� r -o" � ralibMI6 the meson may be oftod � on et elieler of the pbe SL44Wt. rallin4 (Type 0—` f ar' Wew & The nolls shots be clinched �C—UmWary ELEVATION F2--j" �_ Y, op tQ 'St! pt Ifireoded red w'�th aw tSee Mo#e a r)ut site . ttptol Z per m3hvr 0 AMW ! ($00 gists F) SCREEN ANCHORAGE DETAIL SCREEN�►NCHORA�,TAIL ALTERNATIVE 'A* 1 i" RVM1 In ! -' PLAN LEGEND. SIGN E- DIRECTION OF TRAVEL (NOT A PAVEMENT MARKING) WORK AREA K -RAIL PER CALTRANS STD. PLAN T4 (SEE DETAIL HEREON) o0 CRASH CUSHIONS PER CALTRANS STD T2 ARRAY TYPE '7G" "' i#GAle for 1" ! tnoeeUtkqui m 2'-0" stili trr ram ; obe. eche 410 4" it lo" x IY4" R I ye ELEVATION ANCHBR PLATE DETAIL ALTERNATIVE "At 3" yj w e inavndl se �'-It {�,. Steed P100, schadtft 4a (tots 3 per panel} We mt wim 2'. reehsr WW seif- k;w*lnq nu+ t+ctd 4 Per pamm Moo "via +3) Reflector—' %" Mtn thlekneas lRywoo or W9 thick artented atroxtoord IN x ;" OF, rough fry' Ill%a"iorrp 4orsew at r—` 12" mm ce+rtera 1...-thrlslad �r .k c. SECTION A -A �-Peat= ?9 � ia■PVE'trY Poe e I raltirtp r'e trodrm* x F-01, ateai p1m mfh%L&&u 4s liorr. area (See MOO 31 O18 NOTE fit" Imo, S raight holes Or of they di th ' Mortar l6we" podgy Used In tfeu of ttre toppred t W6149 "li ftw to t 2. R *Alm copsula-tyc+e arnatroraQe " = davloee may tm suCtstit�tx for trim ram. su� 110041 — Vi" x lft'llpow j bol? t With 6 IW 3. Place screw on wWk area stdo of the ttom orary rainy where trafffe 1:�. � will only be on sift of the n nut ralttr+d �� temporary ralllrla, hirer trafttc will �.. �,� to on both sides of the temporary � ralibMI6 the meson may be oftod � on et elieler of the pbe SL44Wt. 4. ClIrChed tld box ngNa may be substltutedi f ar' Wew & The nolls shots be clinched on the fork area $Wq of the sarw ra+e o traffic wo air be on one .sidle of the teftorory ra lfnq. 5, U -bolts mvy be substttuted for W, 0 boita. L Thrwfoot oaafts in the screen -01 "I a! Provided art 200 -fop+ interval& i fit" 21&1 ,,—V Mortar l6we" podgy r, R T (f N W6149 "li ftw to t " = Grimd conCrotb ae rifted 4r to obtain fid I t oor no �LMtitYLf»sRR�;R su� 110041 — Vi" x lft'llpow j bol? t With 6 IW 2bo W wass'nre OV 1:�. � broa+e.t �— n nut ralttr+d �� .. �,� fa„r pelt expasea thread ELEVATION SECTION B -N SCREEN ANCHORAGE DETAL ALTERNATIVE `B' staiE Or CeL+F010M t}MMTW-kl 4F Tlimarmn-rim TEMPORARY TRAFFIC SCREEN NO SCALE CALTRANS PERMIT NO. 08- 99- N- MC -1464