The URL can be used to link to this page

Home My WebLink About3293A-1R �S •. s I IF All �a� x ' 7Ar . €-?ta,. F' _ �' 'i=„ c �x 1. �3.rs f,4, � a• �e , r;S;. -�k, �. 1,,'r I ALL HORK SHALL BE IN ACCORDANGE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRAGT PROVISIONS AND THE STANDARD SPEC,IFICATION5 FOR PUBLIC, HORK5 CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE 5PE6IFICATION5 AND 5TANDARD5 5HALL BE THE LATEST EDITION UNLE55 OTHERNI5E NOTED. 2 WHEN A TECHNICAL CONFLICT 15 FOUND TO EX15T IN THE CONTRACT DOCUMENT5 THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROV151ON5 IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT 5AID GONFLIGT TO THE CITY ENGINEER FOR RE50LUTION. 3 ALL MATERIALS AND METH005 ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. IN51`EGTION 600R.DINATION SHALL BE RE0UE5TED AT LEAST TWO HORKING DAYS PRIOR TO THE START OF ANY HORK IN PUBLIC RIGHT -OF --HAY NITHIN THE CITY LIMITS. CALL 00ci) 550-7610. 5 THE CONTRACTOR SHALL GONFORM TO ALL TRAFFIC, CONTROL POLIGIE5, METHODS AND PROGEDURE5 DE RASED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLE55 OTHERWI5E DIREGTED BY THE 61TY TRAFFIC ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC, CONTROL DEVICE5 AT ALL TIMES. 7 NO MATERIAL OR EQUIPMENT SHALL BE 5TORED IN THE PUB1-16 RIGHT OF NAY HITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURP05E. e� THE LOCATION5 OF UTILITIES 5HOHN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE L.00ATION AND ELEVATION OF ANY EX15TINO UTILITIES, AND TO EXER615E PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR 51 -TALL CONTACT UNDERGROUND 5ERVICE ALERT AT 1-1300-227-2600 TWO HORKING DAYS BEFORE EXCAVATION. ci THE GONTRAGTOR SHALL COORDINATE CON5TRUGTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LAN05GAPE IRRIGATION, DOMESTIC, WATER, RECLAIMED WATER, 5ENER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY COMPANIES SHALL_ BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES, 10 THE GONTRAGTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENGY AUTHORIZATION. GONTRAGTOR SHALL COORDINATE NITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REGUIREMENT5. II CURVE DATA REFERS TO THE FADE OF GURB. f2 5TATIONING REFERS TO THE CENTERLINE OF 5TREET5 EXGEPT WHERE OTHERHI5E NOTED. 13 ADEQUATE CON5TRUGTION CONTROL 5TAKE5 SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE HORK TO THE PLAN ORADE5. THE CONTRACTOR dal-IALI BE RE5PON51BLE FOR THE PRE5ERVATION OF BENCfdMARK;5 AND GONSTRUGTION CONTROL STAKING DURING GON5TRUGTION. 14 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER, 15 REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICEN5ED LAND SURVEYOR. SURVEY MONUMENTS THAT HILL BE DESTROYED A5 A RESULT OF TH15 CON5TRUGTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO GON5TRUGTION 50 THAT TIES TO MONUMENTS GAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. xi t2 "'t Io P -t 16 THE CONTRACTOR SHALL MAINTAIN ACCE55 FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANESHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR R.E5IDENT5 AND EMERGENCY VEHICLES. THE C,ONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEGUATE WATERING, AT ALL TIMES. 17 ALL GRADING OPERATIONS SHALL BE DISCONTINUED HHEN 5U5TAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. THE GONTRAGTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, 51LT OR DEBRIS TO BE DEP051TED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF HAY DURING CONSTRUCTION HITHOUT PRIOR HRITTEN APPROVAL. I& NO TRENCH BACKFILL_ SHALL TAKE PLACE HITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. Iq A GEOTECHNIGAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REGUIRED DENSITY SHALL REQUIRE RE--HORKING OF THAT PORTION OF THE HORK UNTIL THE 5PECiFIED DEN5ITY IS OBTAINED. 20 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SHALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REGUIRE TEMPORARY NON-ERODEABLE 5NALE5 ENTERING OR LEAVING IMPROVEMENTS. 21 ALL EXP05EP CONCRETE 5URFAGE5 SHALL CONFORM IN GRADE, DOLOR AND FIN15H TO MATCH EXISTING CONCRETE. 22 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 23 APPROVED SOIL 5TERILANT 15 REOUIRED UNDER ALL NEN A5PHALT PAVEMENT PRIOR TO PLACEMENT. 24 PAVEMENT 5TRUGTURAL 5EGTION5 5HOHN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY ENGINEER AS DETERMINED BY 5011_5 TESTS TAKEN AFTER COMPLETION OF ROUGH GRADING, 25 ACTUAL THIGKNE55 OF A.G. PAVEMENT AND/OR BASE COURSE MATERIAL FOR 5TRUGTURAL STREET SEGTION5 SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND 5UBMITTED TO THE CITY OF FONTANA FOR APPROVAL_ UPON COMPLETION OF ROUGH GRADING. 26 ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 27 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL 516NING, STRIPING, BARRICADES, AND OTHER TRAFFIC, CONTROL DEVICE5 TO THE 5AT15FACTION OF THE CITY TRAFFIC, ENGINEER. 28 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, 5PRINKLER5 AND 51DENALK5 AFFECTED BY THE GON5TRUCTION TO THE 5ATI5FACTION OF THE 61TY ENGINEER. 2cl A5 -BUILT DRAHIN05 SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, HHO SHALL PROVIDE RECORD DRANIN05 TO THE CITY ENGINEER. .oa MM REVISION DESCRIPTION Sri•pug fAmmum q 11 Project Location SHEET I SHEET I TITLE SHEET Im l'Immmw. s. . INSTALL 5TRIPING DETAIL (INCLUDIN0 PLACEMENT OF RA15ED PAVEMENT 0 PROTECT IN PLACE. 1,000 GY MARKERS), ARROH OR LEGEND A5 5HOHN. REMOVE EXISTING P.G.G., A.G., PAVEMENT, OR SOIL. 4,200 5F 13 GOLD MILL OY OF A.G. PAVEMENT. 4,200 SF STREET IMPROVEMENT PLAN OVERLAY OY OF A.G. PAVEMENT 16,500 5F SHEET 4 CONSTRUCT 0,54'A.6. OVER LOO' q5% GOMPAGTED NATIVE 516N AND P05T TO BE REMOVED BY CITY PER50NNEL AND A5 5HONN IN TYPICAL SECTION ON SHEET 2. 1,420 LF 6 GON5TRUCT 0.67" A.C, DIKE PER CITY OF FONTANA STANDARD 136. 14- LF 6A GONSTRUCT A.G. DIKE TRANSITION FROM -INGH TO O -INCH PER DETAIL "A' ON SHEET 2. 1,3 30 5F GON5TRUC,T 0.33'A.6. OVER q5% COMPACTEP NATIVE DRIVE APPROACH PER PLAN AND TYPICAL DHY 5ECTION ON SHEET 2. HIDTH PER PLAN. I EA 7A CONSTRUCT 0.33' A.G. OVER COMPACTED NATIVE PEDESTRIAN LANDING PER CITY OF FONTANA STD, 100(x. ro EA B CONSTRUCT 0.33' A.C. OVER COMPACTED NATIVE PEDESTRIAN LANDING PER PLAN AND DETAIL ON SHEET 2 400 5F 7C CON5TRUGT 0.33' A.G. OVER COMPACTED NATIVE. 200 C,Y GRADE PER PLAN AND TYPICAL STREET SECTION AT MAXIMUM 2:1 SLOPE P-IITH NATIVE 501L PER PLAN AND TYPICAL STREET 5EGTION ON SHEET 2. 4 EA ADJUST NATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA STD. 150. I EA 9A ADJUST HATER METER FRAME AND COVER TO GRADE. 2 EA 10 EX15TINO FIRE HYDRANT TO BE RELOCATED (BY FONTANA NATER CO.). 4 EA 11 EXISTING POKER POLE TO BE RELOCATED (BY SOUTHERN CALIFORNIA EDISON). II EA MAIL BOXES 12 RELOCATE. 13 5EE 516NIN AND 5TRIPIN0 PLAN, 5 EA 14 PLACE REFLECTIVE 5TRAP5 BY OTHERS I EA 15 REMOVE TREE NOTE: SEE TRAFFIC 51ONAL PLAN FOR TREE TRIMMING. q 11 Project Location SHEET I SHEET I TITLE SHEET Im l'Immmw. s. . REMOVE CONFLICTING 5TRIPINO (INCLUDING RA15ED PAVEMENT MARKERS). RELOCATE 51ON AND P05T A5 5HONN. INSTALL IOOMM (4") WHITE LINE. TRAFFIC1CON5TRUCTION a I�; 1 INSTALL "CITY PROVIDED" TYPE c`10 CONTROLLER ASSEMBLY (CONTROLLER EGUIPM NT PAGKAOE) COMPLETE NITH TYPE "R" CABINET, AUT056OPE DETECTION, AND AUXILIARY EQUIPMENT REGdUIRED TO PROVIDE THE INTENDED OPERATION (SEE 5PECIAL PROVISIONS). CONTROLLED. OABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DETAIL 134. 2 INSTALL "CITY PROVIDED" TYPE III -BF 5ERVICE EGtUIPMENT ENCL05URE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA E015ON COMPANY REGUIREMENT5 (SEE SPECIAL PROV151ONS). FURNISH AND INSTALL MODEL ill UNI-DIREGTIONAL, SINGLE CHANNEL OPT160M DETECTOR L " J PER DETAIL_ 13",5HEET 5 AND AS DIRECTED BY THE ENGINEER (5EE SPECIAL PROVISIONS). INSTALL "CITY PROVIDED" IMAGE 5EN50R UNIT PER CITY STANDARD DETAIL 1~13 AND AS L I DIRECTED BY THE ENGINEER. L J INSTALL #7a(3") 5CHEDULE &0 PVC, CONDUIT AND TYPE H 5ERVIGE R15ER, NITH PULL -ROPE E'ER SGE L" J REGUIREMENT5. COORDINATE INSTALLATION NITH AN EDISON 5ERVIGE PLANNER 48) HOURS PRIOR TO GONSTRUGTION. �j TRIM TREE AS DIRECTED BY THE ENGINEER TO PROVIDE LINE OF 516HT FOR 85 VEH. HEAD5 AND IMAGE 5EN50R UNIT, TO BE REMOVED OR RELOCATED, INSTALL R73-3 SIGN AND HARDHARE PER DETAIL "U" ESQ-6T. INSTALL CANTILEVER MOUNTED STREET NAME SIGN AND MA5T ARM (SEE SPECIAL PROVISIONS). IO CONSTRUCT MODIFIED 4" THICK P.G.G. CONTROLLER ACCESS PAD AS 5HOHN. II INSTALL 1 (5") C,., NITH 26 (SIO.) AND 210 (LUM.) 12 INSTALL 53 (2") C., TO TELEPHONE SERVICE POINT PER PAG BELL REGUIREMENT5. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ��a. a- No. 4512q rTl Exp. 12-31-0b0,F rM 41 Z) SURVEY NOTE, SURVEY FOR DWG NO. 3293 WAS DONE USING A DIFFERENT BENCHMARK WITH A KNOWN ELEVATION DIFFERENCE OF APPROXIMATELY 0.4'. BASIS OF BEARINGS - THE BEARING OF NORHT CAST 89* 45' 51" FOR THE CENTERLINE OF BASELINE IS THE BASIS OF BEARINGS FOR THIS DRAWING. BENCHMARK: CITY OF FONTANA BENCHMARK NO, 407 PK NAIL IN WEST END SOUTH WEST CURD' RETURN OF CYPRESS & MILLER ELEV=1356.59' TY OF FONTANA, CALIFORNIA TI TL E SHEE T L I U scar : N. T.S. AND DATE: _CYPRE55 AVENUE1211312002 0 B DRAWING NQ.: 1 fY EGINE NR R.G, . X115)2 TAT 3 DRAWL A 5 Q: \ 134 7 \.3012 \ 3012501. dwg INSTALL 5TRIPING DETAIL (INCLUDIN0 PLACEMENT OF RA15ED PAVEMENT MARKERS), ARROH OR LEGEND A5 5HOHN. SHEET 2 TYPICAL 5ECTION5 AND DETAILS PLAN INSTALL 300mm (12") WHITE GRO55HALK. SHEET 3 STREET IMPROVEMENT PLAN INSTALL SIGN AND/OR PAST A5 5HOHN. SHEET 4 510NINO AND 5TRIPING PLAN 516N AND P05T TO BE REMOVED BY CITY PER50NNEL SHEET 5 TRAFFIC 516NAL AND LIOHTING PLAN REMOVE CONFLICTING 5TRIPINO (INCLUDING RA15ED PAVEMENT MARKERS). RELOCATE 51ON AND P05T A5 5HONN. INSTALL IOOMM (4") WHITE LINE. TRAFFIC1CON5TRUCTION a I�; 1 INSTALL "CITY PROVIDED" TYPE c`10 CONTROLLER ASSEMBLY (CONTROLLER EGUIPM NT PAGKAOE) COMPLETE NITH TYPE "R" CABINET, AUT056OPE DETECTION, AND AUXILIARY EQUIPMENT REGdUIRED TO PROVIDE THE INTENDED OPERATION (SEE 5PECIAL PROVISIONS). CONTROLLED. OABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DETAIL 134. 2 INSTALL "CITY PROVIDED" TYPE III -BF 5ERVICE EGtUIPMENT ENCL05URE PER CITY OF FONTANA AND SOUTHERN CALIFORNIA E015ON COMPANY REGUIREMENT5 (SEE SPECIAL PROV151ONS). FURNISH AND INSTALL MODEL ill UNI-DIREGTIONAL, SINGLE CHANNEL OPT160M DETECTOR L " J PER DETAIL_ 13",5HEET 5 AND AS DIRECTED BY THE ENGINEER (5EE SPECIAL PROVISIONS). INSTALL "CITY PROVIDED" IMAGE 5EN50R UNIT PER CITY STANDARD DETAIL 1~13 AND AS L I DIRECTED BY THE ENGINEER. L J INSTALL #7a(3") 5CHEDULE &0 PVC, CONDUIT AND TYPE H 5ERVIGE R15ER, NITH PULL -ROPE E'ER SGE L" J REGUIREMENT5. COORDINATE INSTALLATION NITH AN EDISON 5ERVIGE PLANNER 48) HOURS PRIOR TO GONSTRUGTION. �j TRIM TREE AS DIRECTED BY THE ENGINEER TO PROVIDE LINE OF 516HT FOR 85 VEH. HEAD5 AND IMAGE 5EN50R UNIT, TO BE REMOVED OR RELOCATED, INSTALL R73-3 SIGN AND HARDHARE PER DETAIL "U" ESQ-6T. INSTALL CANTILEVER MOUNTED STREET NAME SIGN AND MA5T ARM (SEE SPECIAL PROVISIONS). IO CONSTRUCT MODIFIED 4" THICK P.G.G. CONTROLLER ACCESS PAD AS 5HOHN. II INSTALL 1 (5") C,., NITH 26 (SIO.) AND 210 (LUM.) 12 INSTALL 53 (2") C., TO TELEPHONE SERVICE POINT PER PAG BELL REGUIREMENT5. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. ��a. a- No. 4512q rTl Exp. 12-31-0b0,F rM 41 Z) SURVEY NOTE, SURVEY FOR DWG NO. 3293 WAS DONE USING A DIFFERENT BENCHMARK WITH A KNOWN ELEVATION DIFFERENCE OF APPROXIMATELY 0.4'. BASIS OF BEARINGS - THE BEARING OF NORHT CAST 89* 45' 51" FOR THE CENTERLINE OF BASELINE IS THE BASIS OF BEARINGS FOR THIS DRAWING. BENCHMARK: CITY OF FONTANA BENCHMARK NO, 407 PK NAIL IN WEST END SOUTH WEST CURD' RETURN OF CYPRESS & MILLER ELEV=1356.59' TY OF FONTANA, CALIFORNIA TI TL E SHEE T L I U scar : N. T.S. AND DATE: _CYPRE55 AVENUE1211312002 0 B DRAWING NQ.: 1 fY EGINE NR R.G, . X115)2 TAT 3 DRAWL A 5 Q: \ 134 7 \.3012 \ 3012501. dwg