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VICINITY MAP
<br />NTS
<br />GENERAL GRADING NOTES
<br />1.ALL GRADING SHALL COMPLY WITH THE LATEST CBC CHAPTER 18 AND 33, AND APPENDIX J AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING PERMIT IS
<br />REQUIRED FOR GRADING.
<br />2.GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY GRADING INSPECTOR. A PRE-GRADING MEETING ON SITE IS REQUIRED BEFORE
<br />STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: GENERAL CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL ENGINEER, GRADING
<br />INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS
<br />MEETING.
<br />3.AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
<br />4.THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY SPECIAL
<br />CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW.
<br />5.THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH
<br />GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. EACH
<br />TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO NOTED FOR
<br />EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES BY THE
<br />FIELD TECHNICIAN.
<br />6.CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE.
<br />7.FILLS SHALL E COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO
<br />MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT,
<br />AND FILED DENSITY BY UNIFORM CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT.
<br />8.THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA
<br />DIVISION OF INDUSTRIAL SAFETY.
<br />9.ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STABILITY PROBLEM
<br />EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGINEER SHALL SUBMIT
<br />RECOMMENDED TREATMENT TO THE CITY ENGINEER FOR APPROVAL.
<br />10. THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER ACTIVE SITES AT LEAST TWICE DAILY.
<br />11.THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES IS THE RESPONSIBILITY OF THE PERMITEE.
<br />12.GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
<br />HOURS OF 5:00 P.M. AND 7:00 A.M.
<br />13.THE PERMITEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS WHICH MAY
<br />AFFECT THE LATERAL AND SUB ADJACENT SUPPORT OF THE ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH OF EXCAVATION AND
<br />WHEN EXCAVATION COMMENCES. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED PROPERTY
<br />TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS OTHERWISE PROTECTED BY LAW.
<br />14.ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE PERMITEE SHALL
<br />BE HELD LIABLE FOR ANY DRAINAGE DUE TO OBSTRUCTION NATURAL DRAINAGE PATTERN.
<br />15.APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH
<br />DAY'S WORK. PROPER EROSION CONTROL MEASURES MUST BE SHOWN ON THE PLANS.
<br />16.CONSTRUCTION SITE SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTE OR POLLUTANTS OFF THE SITES.
<br />DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION
<br />PRACTICES AND WHETHER THEY DO NOT: CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE
<br />POLLUTION, CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUALITY REPORTABLE UNDER FEDERAL REGULATION 40 CFR 117
<br />AND 302. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES,
<br />LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,
<br />LUBRICANTS, AND HYDRAULIC RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICAL/EQUIPMENT WASH WATER AND CONCRETE WASH WATER; CONCRETE,
<br />DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPER CHLORINATED
<br />POTABLE WATER LINE FLUSHING. DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY
<br />ARE ON-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND
<br />FEDERAL REQUIREMENTS.
<br />17.DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOIL VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF
<br />NO-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL
<br />WATER QUALITY CONTROL BOARD.
<br />18.ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE
<br />IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE
<br />TO DO SO WILL CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED.
<br />19.ALL TRUCK HAULING DIRT, SAND, OIL, OR OTHER LOOSE MATERIALS ARE TO BE COVERED OR SHOULD MAINTAIN A LEAST TWO FEET OF FREEBOARD IN
<br />ACCORDANCE WITH THE REQUIREMENTS OF CVC SECTION 23114.
<br />20.CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON-SITE. REPAIR MUST BE
<br />COMPLETED TO THE THE SATISFACTION OF THE CITY ENGINEER.
<br />21.CUT 0 C.Y.
<br /> FILL 0 C.Y.
<br /> NET 0 C.Y.
<br />SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC YARDS.
<br />22.SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT POLES, TRASH
<br />ENCLOSURES, ON-SITE PLUMBING AND ALL BUILDING STRUCTURES.
<br />SECTION 4216 / 4217 OF THE GOVERNMENT
<br />CODE REQUIRES A DIGALERT
<br />IDENTIFICATION NUMBER BE ISSUED
<br />BEFORE A "PERMIT TO EXCAVATE" WILL BE
<br />VALID. FOR YOU DIGALERT I.D. NUMBER
<br />CALL UNDERGROUND SERVICE ALERT TOLL
<br />FREE 1-800-422-4133 TOW WORKING DAY
<br />BEFORE YOU DIG.
<br />EROSION AND SEDIMENT CONTROL GENERAL NOTES
<br />1.ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND
<br />THE RECOMMENDATIONS OF SOIL REPORT.
<br />2.EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 40%.
<br />3.EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIME DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE
<br />AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES AT
<br />ALL TIME.
<br />4.CONTROL SHALL BE SET UP AND MAINTAINED AS CONSTRUCTION PROCEEDS. ADJUSTMENTS TO THE EROSION CONTROL PLANS ARE ALLOWABLE AS
<br />REQUIRED AND APPROVED BY THE CITY.
<br />5.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL IMPLEMENT STRUCTURAL AND NON-STRUCTURAL BEST MANAGEMENT PRACTICES (BMP) IN
<br />CONFORMANCE WITH THE GUIDELINES OF THE CALIFORNIA STORM WATER BMP HANDBOOKS.
<br />6.AFTER A RAINSTORM, ALL SEDIMENT AND DEBRIS SHALL BE REMOVED FROM STREETS, CHECK BERMS, AND DESILTING BASINS. ANY GRADED SLOPE
<br />SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED.
<br />7.THE PERMITEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTION TO PREVENT TRESPASS ONTO AREAS WHERE
<br />IMPOUNDED WATER CREATED A HAZARDOUS CONDITION.
<br />SHEET NAME SHEET NO.
<br />TITLE SHEET 1
<br />DRAINAGE PLAN 2
<br />DETAILS 3
<br />EROSION CONTROL PLAN 4
<br />WATER IMPROVEMENT PLAN 5
<br />OWNER
<br />CALIBER PAVING CO.
<br />673 YOUNG STREET
<br />SANTA ANA,CALIFORNIA 92705
<br />CIVIL ENGINEER
<br />W.H. CIVIL INC.
<br />548 WALD
<br />IRVINE, CA 92618
<br />PHONE: 949-229-3357
<br />EARTH WORK QUANTITY
<br />CUT 0 C.Y.
<br />FILL 0 C.Y.
<br />IMPORT 0 C.Y.
<br />EXPORT 0 C.Y.
<br />NOTE:
<br />QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.
<br />LOCATION MAP
<br />NTS
<br />NOTICE TO CONTRACTOR
<br />1.CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND
<br />NOT BE LIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
<br />2.IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THE SIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER
<br />OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTED PROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN
<br />CORRECTED DURING THE CONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS DIRECT SUPERVISION.
<br />3.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE
<br />CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR
<br />THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
<br />FLOOD ZONE
<br />ZONE X
<br />APN: 411-063-20
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<br />PAVING AND DRAINAGE PLAN
<br />CONSTRUCTION NOTE
<br />1 INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL.
<br />2 INSTALL 6" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN SYSTEM.
<br />3 INSTALL 18"X18" CATCH BASIN PER DETAIL HERE ON AND SHEET 3.
<br />4 OVERLAY PAVEMENT ON TOP OF EXISTING SLAB TO GENERATE MINIMAL SLOP AT 1% FROM
<br />CENTER OF THE EXISTING SLAB.
<br />5 INSTALL 6" TRENCH DRAIN PER DETAIL HERE ON AND SHEET 3.
<br />6 INSTALL DUPLEX SUMP PUMP SYSTEM PER DETAIL HERE ON AND SHEET 3.
<br />7 INSTALL 2" PVC PUMP FORCE MAIN OUTLET.
<br />WATER CONSTRUCTION NOTE
<br />W1 INSTALL 2" BACKFLOW PREVENTION DEVICE FOR DOMESTIC PURPOSES PER STANDARD PLAN NO. 1432.
<br />LEGEND
<br />EXISTING CONTOUR
<br />PROPOSED CONTOUR
<br />SPOT ELEVATION
<br />PROPOSED PAVEMENT OVERLAY
<br />EXISTING SIDEWALK
<br />EXISTING AC PARKING
<br />EXISTING LANDSCAPE
<br />EXIST WALL
<br />PROPOSED STORM DRAIN
<br />FLOW LINE
<br />PROPERTY LINE
<br /> SURFACE SLOPE
<br /> STORM DRAIN SLOPE
<br />ADA TRAVEL PATH
<br />WATER LINE
<br />DF DEEPENED FOOTING
<br />PAD PROPOSED PAD ELEVATION
<br />FS PROPOSED FINISHED SURFACE
<br />FG PROPOSED FINISHED GROUND
<br />FF PROPOSED FINISHED FLOOR
<br />INV INVERT OF PIPE
<br />TG TOP OF GRATE
<br />PL PROPERTY LINE
<br />TW TOP OF WALL
<br />TF TOP OF FOOTING
<br />HP HIGH POINT
<br />TC TOP OF CURB
<br />100
<br />100
<br />100FS
<br />SD
<br />X.X%
<br />S=X.X
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