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Home My WebLink About6438-2GENERAL NOTES: 1, ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF F❑NTANA STANDARD PLANS, THE CONTRACT PR❑VISI❑NS AND THE STANDARD SPECIFICATI❑NS FOR PUBLIC WORKS C❑NSTRUCTI❑N ("GREEN BOOK"), ALL REFERENCE SPECIFICATI❑NS AND STANDARDS SHALL BE THE LATEST EDITI❑N UNLESS ❑THERWISE NOTED, 2, WHEN A TECHNICAL C❑NFLICT IF FOUND TO EXIST IN THE CONTRACT DOCUMENT THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PR❑VISI❑NS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID C❑NFLICT TO THE CITY ENGINEER FOR RES❑LUTI❑N, 3, ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER, 4, C❑NSTRUCTI❑N PERMITS SHALL BE ❑BTAINED FROM THE CITY OF F❑NTANA C❑MMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISI❑N PRI❑R TO THE START OF ANY WORK, INSPECTI❑N C❑❑RDINATI❑N SHALL BE REQUESTED AT LEAST TWO W❑RKING DAYS PRI❑R TO THE START OF ANY WORK IN PUBLIC RIGHT-❑F-WAY WITHIN THE CITY LIMITS, CALL (909) 350-7610 5, THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL P❑LICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST N❑N-METRIC EDITI❑N UNLESS ❑THERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER, 6, IT SHALL BE THE RESP❑NSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEAT❑RS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES, 7, THE CONTRACTOR SHALL ❑BTAIN A PERMIT TO PERFORM EXCAVATI❑N OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISI❑N OF INDUSTRIAL SAFETY, 8, THE WALLS AND FACES OF ALL EXCAVATI❑NS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SH❑RING, SL❑PING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISI❑N OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA, TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE P❑TENTIAL EXISTS FOR GROUND MOVEMENT, 9, NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITH❑UT ❑BTAINING A SEPARATE PERMIT FOR THAT PURPOSE, 10, THE L❑CATI❑NS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INF❑RMATI❑N) HOWEVER, IT SHALL BE THE RESP❑NSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE L❑CATI❑N AND ELEVATI❑N OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTI❑N TO AV❑ID DAMAGE THERETO, THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO W❑RKING DAYS BEFORE EXCAVATI❑N, 11, THE CONTRACTOR SHALL C❑❑RDINATE C❑NSTRUCTI❑N WITH ALL UTILITY C❑MPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISI❑N, LANDSCAPING, LANDSCAPE IRRIGATI❑N, D❑METTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY C❑MPANIES SHALL BE GIVEN TWO W❑RKING DAYS N❑TICE PRI❑R TO WORK AROUND THEIR FACILITIES, 12, THE CONTRACTOR SHALL NOT OPERATE AND FIRE HYDRANT WATER MAIN VALVES WITH❑UT APPR❑PRIATE AGENCY AUTH❑RIZATI❑N, CONTRACTOR SHALL C❑❑RDINATE WITH THE APPR❑PRIATE WATER COMPANY FOR VALVE ❑PERATI❑N AND WATER REQUIREMENTS, 13, CURVE DATA REFERS TO THE FACE OF CURB, 14, STATI❑NING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE ❑THERWISE NOTED, 15, ADEQUATE C❑NSTRUCTI❑N CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES, THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR THE PRESERVATI❑N OF BENCHMARKS AND C❑NSTRUCTI❑N CONTROL STAKING DURING C❑NSTRUCTI❑N, 16, THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITH❑UT PRI❑R N❑TIFICATI❑N TO THE CITY ENGINEER, 17, REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENT S, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR, SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS C❑NSTRUCTI❑N SHALL BE REPLACED, MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT, 18, 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 C❑NSTRUCTI❑N AREA FOR RESIDENTS AND EMERGENCY VEHICLES, 19, THE CONTRACTOR SHALL PR❑VIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES, 20, ALL GRADING ❑PERATI❑NS SHALL BE DISC❑NTINUED WHEN SUSTAINED WIND VEL❑CITIES EXCEED 25-MILES PER HOUR, 21, THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEP❑SITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING C❑NSTRUCTI❑N WITH❑UT PRI❑R WRITTEN APPROVAL, 22, NO TRENCH BACKFILL SHALL BE TAKE PLACE WITH❑UT PRI❑R APPROVAL OF THE CITY INSPECT❑R 23, A GE❑TECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL C❑MPACTI❑N, FAILURE TO ❑BTAIN THE REQUIRED DENSITY SHALL REQUIRE RE-W❑RKING OF THAT P❑RTI❑N OF THE WORK UNTIL THE SPECIFIED DENSITY IS ❑BTAINED 24, CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPR❑VEMENTS, UPON INSPECTI❑N OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON- ER❑DEABLE SWALES ENTERING OR LEAVING IMPR❑VEMENTS, 25, THE FINAL L❑CATI❑N AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF C❑NSTRUCTI❑N AND SHALL CONFORM TO THE CITY OF F❑NTANA STANDARD DETAILS, 26,ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, AND FINISH TO MATCH EXISTING CONCRETE, 27, THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE L❑CATI❑N OF THE SEWER LATERAL, 28, ADJUST ALL UTILITIES TO GRADE, PAYMENT TO BE INCLUDED IN PAVEMENT ITEMS AND WILL NOT BE PAID SEPARATELY, GENERAL NOTES (C❑NT,) 29,N❑ CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINF❑RCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED, 30,, ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRI❑R TO PAVING OF STREETS, 31, ALL PAVING MANHOLES, CLEAN❑UT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON C❑MPLETI❑N OF PAVING, 32,UP❑N C❑MPLETI❑N OF C❑NSTRUCTI❑N, CONTRACTORS SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTI❑N OF THE CITY TRAFFIC ENGINEER, 33,C❑NTRACT❑R SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY THE C❑NSTRUCTI❑N TO THE SATISFACTI❑N OF THE CITY ENGINEER, 34, AS -BUILT DRAWINGS SHALL BE PR❑VIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PR❑VIDE RECORD DRAWINGS TO THE CITY ENGINEER, 35,TEMP❑RARY RAMPS WILL BE PLACED AT ALL AREAS THAT ARE BASED OR GROUND ONLY AND NOT FLUSH WITH EXISTING FINISH SURFACE, RAMPS TO BE CONSTRUCTED AT TRANSITI❑NS AND DRIVEWAYS WILL BE IN PERMANENT MATERIALS, PRIVATE ENGINEER'S N❑TE1 THE EXISTENCE AND APPR❑XIMATE L❑CATI❑N OF ANY UNDERGROUND UTILITIES OR SUBSTRUCTURES SHOWN ON THESE PLANS ARE ❑BTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS, THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT L❑CATI❑N OF SAID LINES NOR FOR UTILTIES OR IRRIGATI❑N LINES WHOSE L❑CATI❑NS ARE NOT SHOWN, THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR N❑TIFYING ALL UTILITY AND IRRIGATI❑N C❑MPANIES PRI❑R TO WORK ON EXCAVATI❑N TO DETERMINE EXACT L❑CATI❑N OF ALL LINES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY DAMAGE OR PR❑TECTI❑N OF THESE LINES, N❑TICE TO C❑NTRACT❑RS1 C❑NSTRUCTI❑N CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED C❑NTRUCTI❑N PRACTICES, C❑NSTRUCTI❑N CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESP❑NSIBILITY FOR JOB SITE C❑NDITI❑NS DURING THE COURSE OF C❑NTRUCTI❑N OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY C❑NTINU❑USLY AND NOT BE LIMITED TO NORMAL W❑RKING HOURS, AND C❑NSTRUCTI❑N CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PR❑FESSI❑NAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN C❑NNECTI❑N WITH THE PERFORMANCE OF THE WORK OF THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCCE OF DESIGN PR❑FESSI❑NAL, SURVEY MONUMENT N❑TE1 SURVEY MONUMENTS THAT EXIST AS SHOWN ON RECORDED MAPS, HIGHWAY MAPS OR P❑INTS THAT PR❑VIDE SURVEY CONTROL WITHIN THE C❑NSTRUCTI❑N AREA, SHALL BE LOCATED AND REFERENCED OUT BY A LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER (AUTH❑RIZED TO PRACTICE LAND SURVEYING), AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR PRI❑R TO THE START OF C❑NSTRUCTI❑N, THESE CORNER RECORDS SHALL DESCRIBE THE MONUMENTS FOUND WITH TIE DISTANCES TO REFERENCE P❑INTS FOR RESETTING OF THE SURVEY MONUMENTS, WHEN C❑NSTRUCTI❑N IS COMPLETED, MONUMENTS SHALL BE SET AND CORNER RECORDS SHALL BE FILED WITH THE COUNTY SURVEYOR SH❑WING THE NEW MONUMENTS, CONTRACTOR'S RESP❑NSIBILITY FOR SAEETY1 IN SUBMITTING A BID FOR THIS WORK THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESP❑NSIBILITY FOR JOB SITE C❑NDITI❑NS DURING THE COURSE OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY C❑NTINU❑USLY AND NOT BE LIMITED TO NORMAL W❑RKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERS AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN C❑NNECTI❑N WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, COTE: ALL STRIPING, LEGENDS, AND REFLECTORS SHALL BE INSTALLED IN -KIND PER SPECIAL PR❑VISI❑NS E-SECTI❑N UNLESS (THERWISE SPECIFIED. LEGEND OF SYMBOLS AND ABBREVIATI❑NS1 FH EXISTING FIRE HYDRANT ®WV EXISTING WATER VALVE P -0- EXISTING POWER POLE MB 0 EXISTING MAILB❑X WM 0 EXISTING WATER METER EXISTING EDGE ❑F PAVEMENT EXISTING TREE EXISTING PALM TREE Q EXISTING SHRUB/PLANT EXISTING STREET LIGHT ,MH EXISTING MANHOLE 0 EXISTING SURVEY CONTROL R/W EXISTING RIGHT-❑F-WAY / PROPOSED AC SLURRY ® PROPOSED 2" AC GRIND AND OVERLAY ® CURB RETURN REMOVAL AND REPLACEMENT ® PROPOSED AC REMOVAL AND REPLACEMENT ABAND ABANDONED AC ASPHALT CONCRETE AP ANGLE P❑INT BC BEGINNING OF CURVE BCR BEGIN CURB RETURN CB CATCH BASIN CF CURB FACE CL CENTERLINE EC END OF CURVE ECR END CURB RETURN ELEV ELEVATI❑N FH FIRE HYDRANT FL FLOW LINE FS FINISH SURFACE GB GRADE BREAK GUTR GUTTER C❑NSTRUCTI❑N NOTES: O REMOVE EXISTING AND CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF F❑NTANA STD, PLAN NO, 1003 (SECTI❑N 303-5,9) ALL-INCLUSIVE BCR TO ECR TO INCLUDE ASPHALT PAVING, DETECTABLE WARNING SURFACE, CURB AND GUTTER, CROSS GUTTER, SPANDREL CAS APPLICABLE), RAMP AND WALK (6" DEPTH), AND UP TO 10' PER SIDE TRANSITI❑N SIDEWALK PANELS TO BE INCLUDED WHEN NEEDED FOR ADA C❑MPLIANCE, O NOT USED O NOT USED 0 NOT USED O N❑T USED O NOT USED O PR❑TECT IN PLACE EXISTING CROSS GUTTER AND/OR CURB RETURN 8O GRIND (C❑LD-MILL) EXISTING ASPHALT CONCRETE PAVEMENT (2") PER CITY OF F❑NTANA STD, PLAN N❑, 1008. O REMOVE 4" DEPTH ❑F EXISTING AC PAVEMENT AND NATIVE MATERIAL, REC❑MPACT TO 957 PER CITY ❑F F❑NTANA STD, PLAN N❑, 1008 io CONSTRUCT 2" AC PAVMENT (B PG-64-10) PER CITY OF F❑NTANA STD PLAN NO, 1008 11 CONSTRUCT 2" AC PAVMENT (C2 PG-64-10) PER CITY OF F❑NTANA STD PLAN NO, 1008 12 ADJUST EXISTING MANHOLE TO GRADE PER GREENB❑❑K SECTI❑N 403 AND CITY OF F❑NTANA STD, PLAN N❑, 2000, INCLUDING FINISH PAVING, MANHOLES TO BE LOWERED AND FALSE BOTTOMS ARE TO BE INSTALLED BEFORE C❑NSTRUCTI❑N BEGINS, PR❑TECTI❑N WILL STAY IN PLACE UNTIL MANHOLES ARE RESTORED TO PREVENT ANY DEBRIS ENTERING EXISTING FACILITIES, 13 NOT USED 14 NOT USED INV INVERT LF LINEAR FEET MH MANHOLE PCC P❑RTLAND CEMENT CONCRETE PRC P❑INT ❑F REVERSE CURVE S SLOPE SD STORM DRAIN STA STATI❑N TC TOP OF CURB WM WATER METER