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HomeMy WebLinkAbout1848-1GENERAL NOTES l - ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2- CONSTRUCTION PERMITS SHALL K OBTAINED FROM THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3- STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4- CURVE DATA REFERS M FACE -OF tHE CURB. 5- ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS i 6- ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER 7- ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF' STREETS. 8- EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FI EL D. 9- ALL MANHOLES SHALL BE CONSTRUCTED G* BELOW PAVEMENT GRADE AND BROUGHT TO FIN ISM GRADE BY THE PAVING CONTRACTOR AFTER PAVEMENT IS IN PLACE. 10- REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. I I - THE CONTRACTOR (S) SHALL COORDINATE CONSTRUCTION WIN ALL UTILITIES AND OTHER IMPROVEMENTS INCLUDING,BUT NOT i LIMITED TO,GAS,TELEPHONE, ELECTRICAL, LIGHTING, TELEVISION CABLE, LANDSCAPING LANDSCAPING IRRIGATION DOMESTIC WATER, RECLAIMED WAtER, SEWER,STORM DRAINAGE r FLOOD CONTROL SYSTEMS, ETC. i 12- AS BUI LT DRAW IN GS SH ALL HE PROVIDED BY THE CONTRACTOR TO THE CITY FONTANA. 13- ALL.. NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 14- CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNERS REPRESENTATIVE. 1'B- r STER ILANT REQUIRED UNDER ALL A.C. PAVEMENT 16- NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND+ REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 17- ALL BACKFILL TO K CERTIFIED BY SOILS ENGINEER. 18- CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES. 19:- IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY 20- IT SHALL BE THE RES PONS I BILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASF COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF THE CITY OF FONTANA. 21- ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 22- WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE 'PAVING CONTRACTOR, PRIVATE ENGINEER'S NOTICE M CONTRACTOR THE .EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINE SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND CONSTRUCTION CONTRACTOR AGREES TO DEFER, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES a USES UTI N' THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF- THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE CITY. OtECORD DRAWING, THE INFORMATION ON THESE DRAWINGS IS OBTAINED FROM OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE PRIOR TO USE OR CONSTRUCTION. THE ENGINEER PREPARING TI -ESE PLANS IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE SAME RIVERSIDE BLUEPRINT - RIVERSIDE, CALIF. STREET IMPROVEMENT PLANS PROJECT SITE UTILITY NOTIFICATIONS WATER: FONTANA WATER CO. r15 P.O. SOX 887 103 FONTANA CA: 92334, AVENUE 04 '(714) 822 - 2201 ELECTRIC: SOUTHERN CALIFORNIA EDiSON P.O. BOX 7818 SHEET 4 � RIALTO, CA. THE WALLS 'AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (714) 820- 5328 TELEPHONE*. PACIFIC SELL QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. 3939 E. CORONItDO ST. 2nd. FLOOR 1 ANAHEIM, CA. 82807 19 (714) 666- 5471 SEWER s STORM GRAIN: CITY OF FONTANA BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S 8353 SIERRA AVE FONTANA, < >VLAMUE CA. 92333 RESPONSABILITY TO NOTIFY'ALL OF THE AGENCIES CONCERNED (714) 350 - 7610 CABLE TV: COMCAST CASIEVISION BEFORE CONSTRUCTION BEGINS. 1257 WEST BROOKS ST. Z ONTARIO, CA. 91T62 CONSTRUCT e" Pc.c. cuae O GUTTER PER STANDARD 101. (714) 903-1895 GAS: SOUTHERN CALIFORNIA 8A3 CO 24- ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO P.O. BOX 3003 o SCHOOL REDLANDS, CA.92373 WORKING AROUND THEIR FACILITIES. (7I4) 79 e- 7783 IRRIGATION: FONTANA UNION NATER CO. AROUND MOVEMENT MAY BE EXPECTED. P.O. BOX 309 FONTANA,CA 82334 25 - BAC K F I LL MATE R I A LS TO H AVE A S.E. OF 30 (min) AND M I N. (714) 822-2209 PROJECT SITE = i GENERAL. NOTES CONTINUATION r15 HIGH LAN D AV E 103 HIGHLANID AVENUE 04 REQUIRED BY THE CRY ENGINEER. 4 23- ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE AS MODIFIED ON SHEET T SHEET 4 � OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION THE WALLS 'AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE CONSTRUCT DEPRESSED CURB SEE DETAIL "D" SHEET 5 CONSTRUCTION''NOTES ANS ESTIMATED STRUCTURE, ETC. SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. W > 1 TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL 19 a QUANTITY BE RELOCATED BY OTHERS; IT SHALL BE THE CONTRACTOR'S pW < >VLAMUE SHORING SYSTEM, SLOPING OF THE GROUND OR THE EQUIVALENT RESPONSABILITY TO NOTIFY'ALL OF THE AGENCIES CONCERNED zJ o > W BEFORE CONSTRUCTION BEGINS. = w Z z CONSTRUCT e" Pc.c. cuae O GUTTER PER STANDARD 101. 9306 J HI'GN co w y 24- ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS o SCHOOL a. WORKING AROUND THEIR FACILITIES. SF SITE 4'x4' TREE WELL, FOR DETAIL REFER TO LANDSCAPE DRAWINGS '(DWG. NO AROUND MOVEMENT MAY BE EXPECTED. UNITS 30' 25 - BAC K F I LL MATE R I A LS TO H AVE A S.E. OF 30 (min) AND M I N. W W COMPACTION OF 90% _ to 2389 r 9 28- THE CONTRACTOR (S) SHALL ALSO OBTAIN A PERMIT 70 PERFORM N , PROJECT SITE VICINITY MAP 28- CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS UNITS r15 INSTALL REDWOOb HEADER PER STANDARD SPECIFICATIONS 103 HIGHLANID AVENUE 04 REQUIRED BY THE CRY ENGINEER. 4 ROUT 30 AS MODIFIED ON SHEET T SHEET 4 � 27_ THE WALLS 'AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE CONSTRUCT DEPRESSED CURB SEE DETAIL "D" SHEET 5 CONSTRUCTION''NOTES ANS ESTIMATED QUANTITIES QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. SHEET 3T SHEET 1 (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A 19 ITEM QUANTITY UNITS MAP < >VLAMUE SHORING SYSTEM, SLOPING OF THE GROUND OR THE EQUIVALENT 0.48' 0.18 WALNUT ST.— 3 bA SE L IN ESTIMATE FOR BIDDING AND SHALL DID A COMPLETE JOB. MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL I CONSTRUCT e" Pc.c. cuae O GUTTER PER STANDARD 101. 9306 L F Ili! 1-11P ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS MILLER NVENUIE . Q48383 SF j C2_2 4'x4' TREE WELL, FOR DETAIL REFER TO LANDSCAPE DRAWINGS '(DWG. NO AROUND MOVEMENT MAY BE EXPECTED. UNITS 30' a � 3 CONSTRUCT P.C.C. DRIVE APPROACH PER STANDARD. 102-C 2389 W 9 28- THE CONTRACTOR (S) SHALL ALSO OBTAIN A PERMIT 70 PERFORM 4 , 333 LF FOOTHILL BLVD/0'r SECTION WALNUT ST. ( FROM STA. 3+29.77 EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 27 ABOVE a W S1 REMOVE ALL TREES WITHIN R/W 33 ARROW HIOMWXf 29 a CG -.,O CONSTRUCT 4" AC OVER 12 COMPACTED NATIVE SOIL. 202400 SF CITY OF FONTANA, CALIFORNIA AFfROVED'BY THECITY ENGINEER SHALL BE INSTALLED TO DEWATER I EXISTING POWER POLE to BE RELOCATED BY OTHERS 9 uMTs W 44' KING CIVIL ENGINEERING.fglfOF W U ��-y::F- a Z m CS CONSTRUCT RAMPED CURS RETURN PER CITY OF FONTANA. ! EA. J OF THE CITY'S INSPECTOR. U STANDARD 104A SAN IDERNARDMO AVENUS PER PLANS PREPARED BY KING CIVIL ENGINEERING BENCH MARK B. L. ENGINEERING. INC. 9 INSTALL PVM'T DELINEATORS PER CALTRANS 370. A74-4 TYPE "F" 6 UNITS 31- ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORQ4NCEio c CONSULTING CIVIL ENGINEER 2311 Hyperion Avenue INSTALL 24" R.C.P. 1500 D 198 VICINITY MAP PAVING NOTES PURSUE THAT PORTION OF WORK TO COMPLETION. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS 13 INSTALL 36' R .0 . P. 1750 - 0 B L.P. ENGI NEER M. VALUES, SAND EQUI VALENTS AND STRUCTU RAL SECTION OF STREETS SHALL BE SUBMITTED TO THE'CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. E FOR OLEANDER AVE. W FCR OLEANDER AVE. W . FOR CYPRESS AVE. E FOR CYPRESS AVE. R/W I R/W ' VARIES 62' TO 6e SEE'PLAN� r -- VARIES 10 TO 13 12' 20 20' . ( SEE PLAN) FUTURE SIDEWALK LEVEL SECTION CYPRESS AVE.' & OLEANDER AVE. HEREONEE EIN THE EVRNATE ENT R/W � IS NOT ADQU 1 RED. M AFFI IND -FX,$ FEX.S.�S.R/W � 30NO SUALL 14' R/W AND CONTRACTOR ESHALLCITY NOT 8 ' WORK ON THIS AREA UNTIL Y 14 28- CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS UNITS r15 INSTALL REDWOOb HEADER PER STANDARD SPECIFICATIONS 103 WALNUT sr. C16 REQUIRED BY THE CRY ENGINEER. 4 " AS MODIFIED ON SHEET T SHEET 4 � 27_ THE WALLS 'AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE CONSTRUCT DEPRESSED CURB SEE DETAIL "D" SHEET 5 CONSTRUCTION''NOTES ANS ESTIMATED QUANTITIES QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. SHEET 3T SHEET 1 (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A 19 ITEM QUANTITY UNITS MAP POLE TO BE INSTALLED BY OTHERS SHORING SYSTEM, SLOPING OF THE GROUND OR THE EQUIVALENT 0.48' 0.18 STREET LIGHT, 22 00 LUMEN 10S. COBRAHEAD CUTOFFS ON 30' HIGH ONAMENTAL, 3 .INDEX ESTIMATE FOR BIDDING AND SHALL DID A COMPLETE JOB. MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL I CONSTRUCT e" Pc.c. cuae O GUTTER PER STANDARD 101. 9306 L F Ili! 1-11P ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS 2 coNs7Ruc7i i' P.C.C. SIDEWALK PER STANDARD IGS -A. . Q48383 SF j C2_2 4'x4' TREE WELL, FOR DETAIL REFER TO LANDSCAPE DRAWINGS '(DWG. NO AROUND MOVEMENT MAY BE EXPECTED. UNITS 30' FUTURE SIDEWALK 3 CONSTRUCT P.C.C. DRIVE APPROACH PER STANDARD. 102-C 2389 SF 9 28- THE CONTRACTOR (S) SHALL ALSO OBTAIN A PERMIT 70 PERFORM 4 SAW CUT TO NEAT CLEAN EDGE. 333 LF LEVEL SECTION WALNUT ST. ( FROM STA. 3+29.77 EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 27 ABOVE FROM CAL /OSHA. S1 REMOVE ALL TREES WITHIN R/W 33 UNITS 29 IF DURING CONSTRUCTION, GROUND WATER IS ENCOUNTERED, A SYSTEM CG -.,O CONSTRUCT 4" AC OVER 12 COMPACTED NATIVE SOIL. 202400 SF CITY OF FONTANA, CALIFORNIA AFfROVED'BY THECITY ENGINEER SHALL BE INSTALLED TO DEWATER CT EXISTING POWER POLE to BE RELOCATED BY OTHERS 9 uMTs SAID AREA AT THE DIRECTION OF THE SOILS ENGINEER. 44' KING CIVIL ENGINEERING.fglfOF ��-y::F- 30- NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL CS CONSTRUCT RAMPED CURS RETURN PER CITY OF FONTANA. ! EA. OF THE CITY'S INSPECTOR. STANDARD 104A PER PLANS PREPARED BY KING CIVIL ENGINEERING BENCH MARK B. L. ENGINEERING. INC. 9 INSTALL PVM'T DELINEATORS PER CALTRANS 370. A74-4 TYPE "F" 6 UNITS 31- ALL EXPOSED METAL SURFACES SHALL BE GALVANIZED IN ACCORQ4NCEio c CONSULTING CIVIL ENGINEER 2311 Hyperion Avenue INSTALL 24" R.C.P. 1500 D 198 LF PEI/4 ,,, , I VARIES EVEI_ LINE TRAFFIC INDEX 8 WITH THE CIN STANDARD SPECIFICATIONS. Los Angeles, California 90027 li_s. o _ _ _ II REMOVE EXISTING AC. PAVEMENT. 125000 SF 32- IMMEDIATELY FOLLOWING REMOVAL OF EXISTING PAVEMENT OR DIKE(12 ELEVATION s 1510.91 CONSTRUCT DEPRESSED CURS SEE DETAIL "C " SHEET 5 10 UNITS OR CURB AND/OR GUTTER THE CONTRACTOR SHAL-L mu ir,FNTiv REMOVE EXIST. PAVEMENT (NOTE GAS STATION IS ABANDONED) Date ��/�..� R E / .400 f PAVING NOTES PURSUE THAT PORTION OF WORK TO COMPLETION. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS 13 INSTALL 36' R .0 . P. 1750 - 0 B L.P. ENGI NEER M. VALUES, SAND EQUI VALENTS AND STRUCTU RAL SECTION OF STREETS SHALL BE SUBMITTED TO THE'CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. E FOR OLEANDER AVE. W FCR OLEANDER AVE. W . FOR CYPRESS AVE. E FOR CYPRESS AVE. R/W I R/W ' VARIES 62' TO 6e SEE'PLAN� r -- VARIES 10 TO 13 12' 20 20' . ( SEE PLAN) FUTURE SIDEWALK LEVEL SECTION CYPRESS AVE.' & OLEANDER AVE. HEREONEE EIN THE EVRNATE ENT R/W � IS NOT ADQU 1 RED. M AFFI IND -FX,$ FEX.S.�S.R/W � 30NO SUALL 14' R/W AND CONTRACTOR ESHALLCITY NOT 8 ' WORK ON THIS AREA UNTIL Y 14 CONSTRUCT CULVERT PER DETAIL ON SHEET 2 2 UNITS r15 INSTALL REDWOOb HEADER PER STANDARD SPECIFICATIONS 103 L. F. C16 CONSTRUCT TYPE "A" CATCH BASIN PER SAN BERNARDINO CO. ST. DETAIL N2 20s 4 UNITS AS MODIFIED ON SHEET T CIT, CONSTRUCT DEPRESSED CURB SEE DETAIL "D" SHEET 5 1 UNITS QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. CONSTRUCT SIDEWALK DRAM PER STANDARD DETAIL 124-A RECTANGULAR PIPE SIZE 3 1 UNITS` 19 STREETLIGHT 9500 LUMEN H.P.S. COBRAHEAD CUTOFFS ON 25' HIGH ORNAMENTAL 16 UNITS CONTRACTOR SHALL BE RESPONSIBLE FOR MS OWN POLE TO BE INSTALLED BY OTHERS 0.48' 0.18 STREET LIGHT, 22 00 LUMEN 10S. COBRAHEAD CUTOFFS ON 30' HIGH ONAMENTAL, 3 UNITS ESTIMATE FOR BIDDING AND SHALL DID A COMPLETE JOB. POLE TO BE INSTALLED BY OTHERS. N 0.18 �.EVEL LINE " . 1 � --- --- -- SLOPE I/4 � 21 CONSTRUCT A. CAERM PER DETAIL. ON SHEET t Ili! 1-11P r � j I 204% � �; EX.S. R/W j C2_2 4'x4' TREE WELL, FOR DETAIL REFER TO LANDSCAPE DRAWINGS '(DWG. NO T 3 UNITS FOR NORTH SIDE 30' FUTURE SIDEWALK SEE SECTION HEREON 23 S.C. EDISON PULL BOX TO BE ADJUSTED' TO NEW GRADE AS NECESSARY BY CONTRACTOR 9 UNITS 26 4' 1 LEVEL LEVEL LINE —%, 6 REMOVE EX I ST. A.C. PAVEMENT LEVEL SECTION WALNUT ST. TRAFFIC INDEX 8 Qza PACIFIC BELL epf( TO BE ADJUSTED TO NEW GRADE AS NECESSARY BY CONTRACTOR I UNIT FINISHED GRADE JOIN EXISTING GROUND ELEVATION (WHE9E IT OCCURS) 040 rm, M-7 j 14 to T i 12' 32 32' 12' R/W. IS ADQUIRED OR UNTIL APROVED BY CITY ENGINEER.NOTE NO SCALE ALTERNATE SOLUTION 1N 24' Is THE EVENT R/W AT SOUTH QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY. SIDE IS NOT ADQ U I R ED CONTRACTOR SHALL BE RESPONSIBLE FOR MS OWN 0.48' 0.18 ESTIMATE FOR BIDDING AND SHALL DID A COMPLETE JOB. N 0.18 �.EVEL LINE " . 1 � --- --- -- SLOPE I/4 � - CONTRACTOR SHALL ALSO ADVISE OWNER AND ENGINEER r h , j I 204% � �; OF ANY APPARENT DISCREPANCIES IN ESTIMATES PRIOR TO FUTURE SIDEWALK COMMENCING CONSTRUCTION. 2 L)\."—REMOVE EXIST. PAVEMENT 1 LEVEL SECTION WALNUT ST. ( FROM STA. 3+29.77 TRAFFIC INDEX 8 TO CYPRESS AVE) " No SCALE �. �� CITY OF FONTANA, CALIFORNIA R/WELEVATIONS PER PLANS PLANS PREPARED 8Y ��. 44' KING CIVIL ENGINEERING.fglfOF ��-y::F- PUBLIC WORKS DEPARTMENT 12' 32' ' IMPROVEMENTS IN THIS SOUTH SIDE OF VMALNUT R E V I S1 0 N S PER PLANS PREPARED BY KING CIVIL ENGINEERING BENCH MARK B. L. ENGINEERING. INC. ITEM o DESCRIPTIONS ENG DATE CITY DATE N- APP APP DRAWN BY. STREET IMPROVEMENT PLAN SCALE: 0.5 4 LEVEL SECTION WALNUT ST. SAN BERNARDINO COUNTY BENCH MARK N° 616, BRASS CAP IN GAS STATION c CONSULTING CIVIL ENGINEER 2311 Hyperion Avenue I FULL PARKWAY SIDE LK /O -ZS -i/ al JC. t f � DESIGNED BY. A.B. MILLER H.S. DATE: PEI/4 ,,, , I VARIES EVEI_ LINE TRAFFIC INDEX 8 PUMP ISLAND SOUTHEAST CORNER Los Angeles, California 90027 li_s. o _ _ _ HIGHLAND AVE. AND CITRUS AVE . 1: (213)66 2173 .311,g/690 2 6 ( FROM OLEANDER AVE. TO STA. 3+29.77) ELEVATION s 1510.91 By CHECKED BY. APPROVED BY DWG N2 SHEET �c�i. I O REMOVE EXIST. PAVEMENT (NOTE GAS STATION IS ABANDONED) Date ��/�..� R E / .400 f Sze �/�i/!b IS� I OF T INTERIM CIZY ENGINEER 25126 T ENG N ER RCE DA E .