The URL can be used to link to this page

Home My WebLink About2073-1R -/\N r.H r U r .0 _r_\ -IL\ j\jl N G I .. . . .................... . . . . ............ ................. ................... . ........... 0 ul 04 tn 1Q, CONSTRUCTION NOTES & QUANTITIES, ITEM DESCRIPTION QUANTITY UNIT q;zpo -7 --.,o- No- 1%.001 N., _lw CON9.TaV(T___5_1/2'r A.C. OVER lt OF 95% COMPACTED NATIVE W/ MIN. R—VALUE OF 70 _2,3Q0 SF =0 _,%� -0-1- .0� -.- _^_ -A.- LSF') 2 SAW—CUT & REMOVE EXISTING A.C. PAV`ING PARALLEL TO FOOTHILL BLVD. CENTERLINE SF lkle'rM 1 p%l__ rm wapp b4yl%lol&pff A CONSTRUCT er A.C. DIKE AS PER CALTRANS STD. DETAIL N8—A, TYPE A 170 LF REMOVE EXISTING A.C. PAVING 400 SIF INSTALL SIGN R101 "PRIVATE ROAD VEHICLE CODE ENFORCECr 1 EA CALTRANS TYPE "F—lu FLEX POST DELINEATOR 0 25" O.C. 3 EA CALTRANS TYPE "L7 MARKER 2 EA EA- CALTRANS TYPE "P" MARKER AT END OF EXISTING GUARD RAIL LEGEND ................. EXISTING EDGE WHITE STRIPE EXISTING YELLOW STRIPE EXISTING WHITE BROKEN STRIPE 1 .4 EXISTING YELLOW BROKEN STRIPE .... EXISTING DOUBLE YELLOW STRIPE EXISTING DOUBLE YELLOW BROKEN STRIPE EXISTING GUARD RAIL nq EXISTING EDGE OF PAVEMENT EXISTING STOP SIGN R-1 ....... EXISTING STREET NAME SIGN G-7 EXISTING CITY LIMITS SIGN G9-5 EXISTING NO TRUCK OR TRAILER SIGN R20B ............ EXISTING COMMERCIAL VEHICLES OVER 5 TONS PROHIBITED SIGN R36 'A ......... EXISTING TRUCK ROUTE SIGN R35 EXISTING STOP BAR EXISTING PAVEMENT MARKINGS Q EXISTING SAN BERNARDINO COUNTY FLOOD CONTROL CHANNEL WALL 1. JS EXISTING CHAIN LINK FENCE WITH 2-9.0' GATES .L.,y .rr--'ON-r AN A _x- &C, DiTu'a-l' �.l NE ........... ....... Aw ....... . ....... . ...... .... . ............. ............. ............. . ........ ... ... . . . . . ............... . . ....... ... . ....................... ....... . . ............... ............ . ....... I Adilr ........... ........ .......... ........... . . .............. - . . ......... ........ - — - ------------ . .............. .. ; . . ................... �7 . ........................ -7 . ............... ......... ........... . ...... . ............. ... ........... . ................... . ....................... ........................ ... . . ................... . . ...... ..... .... ...... . . . . . ..... ....... ... . ... . . . ... ....... ....... ...... 6+44.68 5+00..... ..... - - - ----- ------- ...... ....... +00 _;2 4+0010 ....... ...... N*&;�_24tl E ................... ....... ... . . . ... ....... ...... . . ....... ...... ....... -------- - ------ .... ... - - - - - -- - - - - ------- ------- - - - - - - --- --------- . . . ... ....... . . . . ....... ...... k4 . . .... ...... ...... . . ....... ...... . . . . . .......... $1 - - - -- ------- ------ - .......................... ---------- ell ............ ............................ // .......... ..... ... .. ........ ....... ....... ------- . . ........... ... . . ....................... . . ....... ....... . ........................... ... . . . ...................... ............. . . ................ ....... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---- - -- . .......... ............ . . . . ................ . . . . ............................ — — - ..... — ------- ....... ....... . . . ............ . . . . .. ......... F -::x S FOOTHILL BOULEVARD L N': ........... Al - 4, 2. 6 ........ ......... Lul i E \J '-'FJRJ T Y Al] \]A/fq-,-Dlj\]O (--,DUJ\l Z6, 0 CALTRANS GENERAL NOTES oily b 0 z AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE HIGHLAND AVE. BEGIN IN OR NEAR THE STATE RIGHT 0 F WAY. PROTECTED OR SHALL; BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8500 (LAND w CITY b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO a< 15 SURVEYOR'S ACT). OF THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER ONTANA THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF 'A THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED). PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL S. PACIFIC C) NO EQUIPMENT OR MATERIALS.MAY BE STORED ON THE STATE RIGHT TO THE STATE HIGHWAY CENTERLINE. BASE LINE AVE. 0 F WAY. BASE LIN� AVE. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS, SHALL BE IN D d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MILLER AVE. TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE ITY OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL RESPONSIBIL11-Y FOR MAINTAINING EROSION CONTROL WILL NOT BE IFUITURE Or, PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE L -/C U RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE N\. REGIONAL RANCHO CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTIRANS NOTED. PROJECT PARZtK Ul�',%Amo�q SITE CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE k) THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN. THE FOOTHILL BLVD. BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, FIELD BY THE STATE'S REPRESENTATIVE. 6OUNTY OF �AN'BERNARDINQ OR CAUSED BY, THE CONSTRUCTION PROJECT. OAeD n W I THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 1) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN j ARROW HIGHwa ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY GRAPHIC SCALE /.Z IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL SANDBLASTING BY THE CONTRACTOR. e��O_qf ESS 40 0 20 40 80 160 BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING MN 1 .1 1 VICINITY MAP HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE M) ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED '�) _;� I �10 _?-:� — Dt m m N.T.S. USED IN I THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7 BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED <<' SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY IN FEET THE STATE'S REPRESENTATIVE. rli REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO r -n �'l I inch 40 ft. No. 26229 f_n li THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO ALL SIGNS, ROADSIDE -MARKERS, PAVEMENT _S_TRlR1R_G.__AND -MARKINGS, CONSTRUCTION OF THE STRUCTURAL SECTION. ELECTROLIERS, ETC., SHALL -BE P-ROTEC-TED--LAND/-.OR-REPLACED-i-N- KIND EXP. 3/31/94 f) ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY ACC_QRD[_N_G_TO�_ THE CURRENT S.TATE-�STTAN DAR D PL'ANS_.AND THE CURRENT-IRAFFIC MANUA CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO U � N 0 COST TO THE STATE X\ MAKING THE CONNECTION. WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND OF CAJ_\� ` g) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY WATER PROJECTS HAVE BEEN COMPLETED. RE�LLSLONS_ —ENGF?5 DATE (-;I.I-y -DATE CITY OF FONTANA, CALIFORNIA APPRGVA-L APPROVAL STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY _W1,0,61-Ke,20 �m PUBLIC WORKS DEPARTMENT AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND -a532FIFaKO I 16 ;rWr OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK F /-K a 6 7, 41,1. fh7-7- 0, -4 -a Q WA -,7 DRAWN BY SCALE:. BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS 6! 9 # GI : 1"=40' SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE fS 3170 REDHILL AVENUE - COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY HORIZ. RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS LL SAN BERNARDINO CO. ACCESS DRIVE CIVIL ENGINEERING LAND PLANNING LAND SURVEYING NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE CHECKED BY DATE: STATE. R EP ED UNDER THE, SUPERVISION OF: J.C.H. TO SAN SEVAINE CHANNEL JUNE 1991 JOB NO. )Alt 7�1 DR. NO. SHT. NO. e=!= '8- WI APPROVED C 3800-020 WHC. HOGAN R\C.E. 26229 DATE: &--z7- q/ ENGINEE OF1 R # 2e6lC� -020 AU 0 r 19,91 J.N. 3800 w 0 b 0 b 0 z I o 0 + T z < 1Q, CONSTRUCTION NOTES & QUANTITIES, ITEM DESCRIPTION QUANTITY UNIT q;zpo -7 --.,o- No- 1%.001 N., _lw CON9.TaV(T___5_1/2'r A.C. OVER lt OF 95% COMPACTED NATIVE W/ MIN. R—VALUE OF 70 _2,3Q0 SF =0 _,%� -0-1- .0� -.- _^_ -A.- LSF') 2 SAW—CUT & REMOVE EXISTING A.C. PAV`ING PARALLEL TO FOOTHILL BLVD. CENTERLINE SF lkle'rM 1 p%l__ rm wapp b4yl%lol&pff A CONSTRUCT er A.C. DIKE AS PER CALTRANS STD. DETAIL N8—A, TYPE A 170 LF REMOVE EXISTING A.C. PAVING 400 SIF INSTALL SIGN R101 "PRIVATE ROAD VEHICLE CODE ENFORCECr 1 EA CALTRANS TYPE "F—lu FLEX POST DELINEATOR 0 25" O.C. 3 EA CALTRANS TYPE "L7 MARKER 2 EA EA- CALTRANS TYPE "P" MARKER AT END OF EXISTING GUARD RAIL LEGEND ................. EXISTING EDGE WHITE STRIPE EXISTING YELLOW STRIPE EXISTING WHITE BROKEN STRIPE 1 .4 EXISTING YELLOW BROKEN STRIPE .... EXISTING DOUBLE YELLOW STRIPE EXISTING DOUBLE YELLOW BROKEN STRIPE EXISTING GUARD RAIL nq EXISTING EDGE OF PAVEMENT EXISTING STOP SIGN R-1 ....... EXISTING STREET NAME SIGN G-7 EXISTING CITY LIMITS SIGN G9-5 EXISTING NO TRUCK OR TRAILER SIGN R20B ............ EXISTING COMMERCIAL VEHICLES OVER 5 TONS PROHIBITED SIGN R36 'A ......... EXISTING TRUCK ROUTE SIGN R35 EXISTING STOP BAR EXISTING PAVEMENT MARKINGS Q EXISTING SAN BERNARDINO COUNTY FLOOD CONTROL CHANNEL WALL 1. JS EXISTING CHAIN LINK FENCE WITH 2-9.0' GATES .L.,y .rr--'ON-r AN A _x- &C, DiTu'a-l' �.l NE ........... ....... Aw ....... . ....... . ...... .... . ............. ............. ............. . ........ ... ... . . . . . ............... . . ....... ... . ....................... ....... . . ............... ............ . ....... I Adilr ........... ........ .......... ........... . . .............. - . . ......... ........ - — - ------------ . .............. .. ; . . ................... �7 . ........................ -7 . ............... ......... ........... . ...... . ............. ... ........... . ................... . ....................... ........................ ... . . ................... . . ...... ..... .... ...... . . . . . ..... ....... ... . ... . . . ... ....... ....... ...... 6+44.68 5+00..... ..... - - - ----- ------- ...... ....... +00 _;2 4+0010 ....... ...... N*&;�_24tl E ................... ....... ... . . . ... ....... ...... . . ....... ...... ....... -------- - ------ .... ... - - - - - -- - - - - ------- ------- - - - - - - --- --------- . . . ... ....... . . . . ....... ...... k4 . . .... ...... ...... . . ....... ...... . . . . . .......... $1 - - - -- ------- ------ - .......................... ---------- ell ............ ............................ // .......... ..... ... .. ........ ....... ....... ------- . . ........... ... . . ....................... . . ....... ....... . ........................... ... . . . ...................... ............. . . ................ ....... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---- - -- . .......... ............ . . . . ................ . . . . ............................ — — - ..... — ------- ....... ....... . . . ............ . . . . .. ......... F -::x S FOOTHILL BOULEVARD L N': ........... Al - 4, 2. 6 ........ ......... Lul i E \J '-'FJRJ T Y Al] \]A/fq-,-Dlj\]O (--,DUJ\l Z6, 0 CALTRANS GENERAL NOTES oily b 0 z AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE HIGHLAND AVE. BEGIN IN OR NEAR THE STATE RIGHT 0 F WAY. PROTECTED OR SHALL; BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8500 (LAND w CITY b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO a< 15 SURVEYOR'S ACT). OF THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER ONTANA THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF 'A THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED). PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL S. PACIFIC C) NO EQUIPMENT OR MATERIALS.MAY BE STORED ON THE STATE RIGHT TO THE STATE HIGHWAY CENTERLINE. BASE LINE AVE. 0 F WAY. BASE LIN� AVE. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS, SHALL BE IN D d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MILLER AVE. TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE ITY OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL RESPONSIBIL11-Y FOR MAINTAINING EROSION CONTROL WILL NOT BE IFUITURE Or, PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE L -/C U RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE N\. REGIONAL RANCHO CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTIRANS NOTED. PROJECT PARZtK Ul�',%Amo�q SITE CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE k) THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN. THE FOOTHILL BLVD. BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, FIELD BY THE STATE'S REPRESENTATIVE. 6OUNTY OF �AN'BERNARDINQ OR CAUSED BY, THE CONSTRUCTION PROJECT. OAeD n W I THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 1) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN j ARROW HIGHwa ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY GRAPHIC SCALE /.Z IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL SANDBLASTING BY THE CONTRACTOR. e��O_qf ESS 40 0 20 40 80 160 BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING MN 1 .1 1 VICINITY MAP HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE M) ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED '�) _;� I �10 _?-:� — Dt m m N.T.S. USED IN I THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7 BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED <<' SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY IN FEET THE STATE'S REPRESENTATIVE. rli REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO r -n �'l I inch 40 ft. No. 26229 f_n li THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO ALL SIGNS, ROADSIDE -MARKERS, PAVEMENT _S_TRlR1R_G.__AND -MARKINGS, CONSTRUCTION OF THE STRUCTURAL SECTION. ELECTROLIERS, ETC., SHALL -BE P-ROTEC-TED--LAND/-.OR-REPLACED-i-N- KIND EXP. 3/31/94 f) ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY ACC_QRD[_N_G_TO�_ THE CURRENT S.TATE-�STTAN DAR D PL'ANS_.AND THE CURRENT-IRAFFIC MANUA CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO U � N 0 COST TO THE STATE X\ MAKING THE CONNECTION. WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND OF CAJ_\� ` g) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY WATER PROJECTS HAVE BEEN COMPLETED. RE�LLSLONS_ —ENGF?5 DATE (-;I.I-y -DATE CITY OF FONTANA, CALIFORNIA APPRGVA-L APPROVAL STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY _W1,0,61-Ke,20 �m PUBLIC WORKS DEPARTMENT AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND -a532FIFaKO I 16 ;rWr OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK F /-K a 6 7, 41,1. fh7-7- 0, -4 -a Q WA -,7 DRAWN BY SCALE:. BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS 6! 9 # GI : 1"=40' SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE fS 3170 REDHILL AVENUE - COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY HORIZ. RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS LL SAN BERNARDINO CO. ACCESS DRIVE CIVIL ENGINEERING LAND PLANNING LAND SURVEYING NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE CHECKED BY DATE: STATE. R EP ED UNDER THE, SUPERVISION OF: J.C.H. TO SAN SEVAINE CHANNEL JUNE 1991 JOB NO. )Alt 7�1 DR. NO. SHT. NO. e=!= '8- WI APPROVED C 3800-020 WHC. HOGAN R\C.E. 26229 DATE: &--z7- q/ ENGINEE OF1 R # 2e6lC� -020 AU 0 r 19,91 J.N. 3800 0 0 1Q, CONSTRUCTION NOTES & QUANTITIES, ITEM DESCRIPTION QUANTITY UNIT q;zpo -7 --.,o- No- 1%.001 N., _lw CON9.TaV(T___5_1/2'r A.C. OVER lt OF 95% COMPACTED NATIVE W/ MIN. R—VALUE OF 70 _2,3Q0 SF =0 _,%� -0-1- .0� -.- _^_ -A.- LSF') 2 SAW—CUT & REMOVE EXISTING A.C. PAV`ING PARALLEL TO FOOTHILL BLVD. CENTERLINE SF lkle'rM 1 p%l__ rm wapp b4yl%lol&pff A CONSTRUCT er A.C. DIKE AS PER CALTRANS STD. DETAIL N8—A, TYPE A 170 LF REMOVE EXISTING A.C. PAVING 400 SIF INSTALL SIGN R101 "PRIVATE ROAD VEHICLE CODE ENFORCECr 1 EA CALTRANS TYPE "F—lu FLEX POST DELINEATOR 0 25" O.C. 3 EA CALTRANS TYPE "L7 MARKER 2 EA EA- CALTRANS TYPE "P" MARKER AT END OF EXISTING GUARD RAIL LEGEND ................. EXISTING EDGE WHITE STRIPE EXISTING YELLOW STRIPE EXISTING WHITE BROKEN STRIPE 1 .4 EXISTING YELLOW BROKEN STRIPE .... EXISTING DOUBLE YELLOW STRIPE EXISTING DOUBLE YELLOW BROKEN STRIPE EXISTING GUARD RAIL nq EXISTING EDGE OF PAVEMENT EXISTING STOP SIGN R-1 ....... EXISTING STREET NAME SIGN G-7 EXISTING CITY LIMITS SIGN G9-5 EXISTING NO TRUCK OR TRAILER SIGN R20B ............ EXISTING COMMERCIAL VEHICLES OVER 5 TONS PROHIBITED SIGN R36 'A ......... EXISTING TRUCK ROUTE SIGN R35 EXISTING STOP BAR EXISTING PAVEMENT MARKINGS Q EXISTING SAN BERNARDINO COUNTY FLOOD CONTROL CHANNEL WALL 1. JS EXISTING CHAIN LINK FENCE WITH 2-9.0' GATES .L.,y .rr--'ON-r AN A _x- &C, DiTu'a-l' �.l NE ........... ....... Aw ....... . ....... . ...... .... . ............. ............. ............. . ........ ... ... . . . . . ............... . . ....... ... . ....................... ....... . . ............... ............ . ....... I Adilr ........... ........ .......... ........... . . .............. - . . ......... ........ - — - ------------ . .............. .. ; . . ................... �7 . ........................ -7 . ............... ......... ........... . ...... . ............. ... ........... . ................... . ....................... ........................ ... . . ................... . . ...... ..... .... ...... . . . . . ..... ....... ... . ... . . . ... ....... ....... ...... 6+44.68 5+00..... ..... - - - ----- ------- ...... ....... +00 _;2 4+0010 ....... ...... N*&;�_24tl E ................... ....... ... . . . ... ....... ...... . . ....... ...... ....... -------- - ------ .... ... - - - - - -- - - - - ------- ------- - - - - - - --- --------- . . . ... ....... . . . . ....... ...... k4 . . .... ...... ...... . . ....... ...... . . . . . .......... $1 - - - -- ------- ------ - .......................... ---------- ell ............ ............................ // .......... ..... ... .. ........ ....... ....... ------- . . ........... ... . . ....................... . . ....... ....... . ........................... ... . . . ...................... ............. . . ................ ....... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---- - -- . .......... ............ . . . . ................ . . . . ............................ — — - ..... — ------- ....... ....... . . . ............ . . . . .. ......... F -::x S FOOTHILL BOULEVARD L N': ........... Al - 4, 2. 6 ........ ......... Lul i E \J '-'FJRJ T Y Al] \]A/fq-,-Dlj\]O (--,DUJ\l Z6, 0 CALTRANS GENERAL NOTES oily b 0 z AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY h) WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE HIGHLAND AVE. BEGIN IN OR NEAR THE STATE RIGHT 0 F WAY. PROTECTED OR SHALL; BE REFERENCED AND RESET PURSUANT TO BUSINESS AND PROFESSIONS CODE, SECTIONS 8700 TO 8500 (LAND w CITY b) ALL WORK WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO a< 15 SURVEYOR'S ACT). OF THE LATEST STATE STANDARD PLANS & SPECIFICATIONS OR AS DIRECTED BY THE STATE'S REPRESENTATIVE (STANDARDS OTHER ONTANA THE PAVEMENT MUST BE SAW -CUT 2' MINIMUM FROM THE EDGE OF 'A THAN STATE MUST BE PRE -APPROVED AND JUSTIFIED). PAVEMENT. THE SAW -CUTS MUST BE PERPENDICULAR OR PARALLEL S. PACIFIC C) NO EQUIPMENT OR MATERIALS.MAY BE STORED ON THE STATE RIGHT TO THE STATE HIGHWAY CENTERLINE. BASE LINE AVE. 0 F WAY. BASE LIN� AVE. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS, SHALL BE IN D d) ALL DISTURBED AREAS IN THE STATE RIGHT OF WAY MUST BE CONFORMANCE WITH THE CURRENT EDITION OF THE TRAFFIC MILLER AVE. TREATED FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT, MANUAL, PUBLISHED BY THE STATE OF CALIFORNIA, DEPARTMENT OR AS DIRECTED BY THE STATE'S REPRESENTATIVE). THE ITY OF TRANSPORTATION, AND THE SPECIAL PROVISIONS. ALL RESPONSIBIL11-Y FOR MAINTAINING EROSION CONTROL WILL NOT BE IFUITURE Or, PAVEMENT MARKINGS SHALL BE THERMOPLASTIC UNLESS OTHERWISE L -/C U RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE N\. REGIONAL RANCHO CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTIRANS NOTED. PROJECT PARZtK Ul�',%Amo�q SITE CLEANING ANY DRAINAGE STRUCTURE/CHANNELS WHICH HAVE k) THE EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN. THE FOOTHILL BLVD. BECOME CLUTTERED WITH DEBRIS AND/OR SILT AS A RESULT OF, FIELD BY THE STATE'S REPRESENTATIVE. 6OUNTY OF �AN'BERNARDINQ OR CAUSED BY, THE CONSTRUCTION PROJECT. OAeD n W I THE STRUCTURAL SECTION SHOWN WITHIN THE STATE RIGHT OF WAY 1) ALL CONFLICTING STRIPING AND PAVEMENT MARKINGS NOT SHOWN j ARROW HIGHwa ON THE PLANS SHALL BE REMOVED FROM THE PAVEMENT BY GRAPHIC SCALE /.Z IS FOR ESTIMATING PURPOSES ONLY. THE ACTUAL SECTION WILL SANDBLASTING BY THE CONTRACTOR. e��O_qf ESS 40 0 20 40 80 160 BE DESIGNED BY A SOIL ENGINEER AFTER NATIVE SOIL TESTING MN 1 .1 1 VICINITY MAP HAS BEEN COMPLETED. A TRAFFIC INDEX (TI) OF 11 SHALL BE M) ALL CONFLICTING SIGNS SHALL BE EITHER REMOVED OR RELOCATED '�) _;� I �10 _?-:� — Dt m m N.T.S. USED IN I THE DESIGN OF THE TRAVELLED WAY, AND A TI OF 7 BY THE CONTRACTOR. RELOCATABLE SIGNS SHALL BE INSTALLED <<' SHALL BE USED FOR THE SHOULDER DESIGN. THE LABORATORY AS SPECIFIED ON THE PLANS OR AS DETERMINED IN THE FIELD BY IN FEET THE STATE'S REPRESENTATIVE. rli REPORTS AND THE DESIGN CALCULATIONS SHALL BE SUBMITTED TO r -n �'l I inch 40 ft. No. 26229 f_n li THE STATE'S REPRESENTATIVE FOR APPROVAL PRIOR TO ALL SIGNS, ROADSIDE -MARKERS, PAVEMENT _S_TRlR1R_G.__AND -MARKINGS, CONSTRUCTION OF THE STRUCTURAL SECTION. ELECTROLIERS, ETC., SHALL -BE P-ROTEC-TED--LAND/-.OR-REPLACED-i-N- KIND EXP. 3/31/94 f) ALL STATE DRAINAGE STRUCTURES MUST FIRST BE COMPLETELY ACC_QRD[_N_G_TO�_ THE CURRENT S.TATE-�STTAN DAR D PL'ANS_.AND THE CURRENT-IRAFFIC MANUA CLEANED OF DEBRIS AND/OR SILT BY THE CONTRACTOR PRIOR TO U � N 0 COST TO THE STATE X\ MAKING THE CONNECTION. WORK SHALL NOT COMMENCE UNTIL THE STORM DRAIN, SEWER AND OF CAJ_\� ` g) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY WATER PROJECTS HAVE BEEN COMPLETED. RE�LLSLONS_ —ENGF?5 DATE (-;I.I-y -DATE CITY OF FONTANA, CALIFORNIA APPRGVA-L APPROVAL STATE DRAINAGE FACILITY WHICH IS CONNECTED TO OR DIRECTLY _W1,0,61-Ke,20 �m PUBLIC WORKS DEPARTMENT AFFECTED BY THE CONTRACTORS OPERATION SHALL BE CLEAN AND -a532FIFaKO I 16 ;rWr OPERATIONAL PRIOR TO FINAL ACCEPTANCE OF THE PERMIT WORK F /-K a 6 7, 41,1. fh7-7- 0, -4 -a Q WA -,7 DRAWN BY SCALE:. BY THE STATE. ADEQUATE CLEAN -OUTS AND ACCESS OPENINGS 6! 9 # GI : 1"=40' SHALL BE PROVIDED IN ANY CONTRUCTION WITHIN THE STATE fS 3170 REDHILL AVENUE - COSTA MESA, CA 92626-3428 (714) 641-8777 DESIGNED BY HORIZ. RIGHT OF WAY FOR FUTURE MAINTENANCE AND REPAIR WORK AS LL SAN BERNARDINO CO. ACCESS DRIVE CIVIL ENGINEERING LAND PLANNING LAND SURVEYING NEEDED. THIS WORK SHALL BE FURNISHED AT NO COST TO THE CHECKED BY DATE: STATE. R EP ED UNDER THE, SUPERVISION OF: J.C.H. TO SAN SEVAINE CHANNEL JUNE 1991 JOB NO. )Alt 7�1 DR. NO. SHT. NO. e=!= '8- WI APPROVED C 3800-020 WHC. HOGAN R\C.E. 26229 DATE: &--z7- q/ ENGINEE OF1 R # 2e6lC� -020 AU 0 r 19,91 J.N. 3800