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GBNEB41 GB4DCNG NOTBS·
<br />I. ALL GRADING SHALL COMPLY WITH 2010 CBC CHAPTERS 18 AND 33, AND
<br />APPENDIX J AND THE SANTA ANA MUNICIPAL CODE. A CITY GRADING
<br />PERMIT IS REQUIRED FOR GRADING.
<br />2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE CITY
<br />GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED
<br />BEFORE STARTING OF GRADING WITH THE FOUOWING PEOPLE PRESENT:
<br />GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTECHNICAL
<br />ENGINEER, GRADING INSPECTOR AND WHEN REQUIRED, THE
<br />ARCHAEOLOGIST AND PALEONTOLOGIST. THE REQUIRED INSPECTIONS
<br />FOR GRADING WILL BE EXPLAINED AT THIS MEETING.
<br />3. AN APPROVED COPY OF THE GRADING PLANS SHALL BE ON THE PERMIITED
<br />SITE WHILE WORK IS IN PROGRESS.
<br />4. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING TO
<br />VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND ANY
<br />SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW.
<br />5. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS
<br />AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE
<br />ROUGH GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE
<br />GEOTECHNICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING
<br />PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF
<br />OBTAINING THE IN-PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING
<br />AND SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY
<br />DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF
<br />THE MAXIMUM DENSITY CURVES BY THE FIELD TECHNICIAN
<br />6. CUT AND FIU SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO I
<br />FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED
<br />OTHERWISE.
<br />7. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90%
<br />RELATIVE DENSITY AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE
<br />COMPACTED TO MINIMUM OF 95% RELATIVE DENSITY MAXIMUM DENSITY
<br />SHALL BE DETERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1
<br />OR APPROVED EQUIVALENT. AND FIELD DENSITY BY UNIFORM CODE
<br />STANDARD NO. 70-2 ORAPPROVEDEQUIVALENT.
<br />8. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET
<br />OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE OF
<br />CALIFORNIA DIVISION OF INDUSTRIAL SAFETY.
<br />9. ALL CUT SLOPED SHALL BE INVESTIGATED BOTH DURING AND AFTER
<br />GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE
<br />STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY
<br />GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE
<br />GEOTECHNICAL ENGINEER SHALL SUBMIT RECOMMENDED TREATMENT TO
<br />THE CITY ENGINEER FOR APPROVAL.
<br />JO. THE PERMITEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER
<br />ACTIVE SITES AT LEAST TWICE DAILY.
<br />II. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE
<br />RESPONSIBILITY OF THE PERMITTEE.
<br />12. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT WITmN
<br />ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CONDUCTED
<br />BETWEEN THE HOURS OF 5:00P.M AND 7:00A.M
<br />13. THE PERMITTEE SHAU GIVE REASONABLE NOTICE TO THE OWNER OF
<br />ADJOINING LANDS AND BUILDINGS PRIOR TO BEGINNING EXCAVATIONS
<br />WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT OF THE
<br />ADJOINING PROPERTY. THE NOTICE SHALL STATE THE INTENDED DEPTH
<br />OF EXCAVATION AND WHEN EXCAVATION COMMENCES. THE ADJOINING
<br />OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS
<br />ON THE PERMIITED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO
<br />DESIRES, UNLESS OTHERWISE PROTECTED BY LAW.
<br />14. AU EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN
<br />OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE
<br />PERMIITEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO
<br />OBSTRUCTING NATURAL DRAINAGE PAITERNS.
<br />15. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND
<br />MAIN'I'AINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE
<br />END OF EACH DAY'S WORK. PROPER EROSION CONTROL MEASURES MUST
<br />BE SHOWN ON THE PLANS.
<br />16. CONSTRUCTION SITES SHAU BE MAINTAINED IN SUCH A CONDITION THAT
<br />AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF
<br />THE SITES.
<br />DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY
<br />WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF
<br />CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR
<br />CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE
<br />OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; OR
<br />CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER
<br />FEDERAL REGULATIONS 40 CFR Ill AND 302.
<br />POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR
<br />LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES,
<br />LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS;
<br />ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,
<br />LUBRICANTS, AND HYDRAULIC RADIATOR OR BAITERY FLUIDS;
<br />FERTILIZERS, VEfilCLES/EQUIPMENT WASH WATER AND CONCRETE WASH
<br />WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM
<br />ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING;
<br />AND SUPERCHLORINATED POTABLE WATER LINE FLUSHJNGS.
<br />DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A
<br />SPECIFIED AND CONTROUED TEMPORARY AREA ON-SITE, PHYSICALLY
<br />SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE
<br />DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL
<br />REQUIREMENTS.
<br />17. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING
<br />CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING
<br />OF NON-CONTAMINATED GROUNDWATER REQUIRES A NATIONAL
<br />POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE
<br />RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD.
<br />18. AU DIRT. SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC
<br />STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL
<br />BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR,
<br />SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY
<br />ENGINEER. FAILURE TO DO SO WIU BE CAUSE FOR STOPPING ALL SUCH
<br />GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS
<br />THE STREETS ARE CLEANED.
<br />19. AU TRUCKS HAULING DIRT. SAND, OIL, OR OTHER LOOSE MATERIALS ARE
<br />TO BE COVERED OR SHOULD MAJN'I'AJN A LEAST TWO FEET OF FREEBOARD
<br />IN ACCORDANCE WITH THE REQUIREMENTS OF eve SECTION 23ll4.
<br />20. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF AU DAMAGES TO
<br />PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON-SITE. REPAIR
<br />MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.
<br />21. MINIMUM ASPHALT PAVEMENT SECTION SHAU BE:
<br />COMMERCIAL AND INDUSTRIAL:
<br />PARKING STALLS -3" A.C. OVER 6" A.B
<br />DRIVE AISLES-3" A.C. OVER 10" A.B.
<br />MULTI-FAMILY.·
<br />PARKING STALLS-3" A.C. OVER 4" A.B.
<br />DRIVE AISLES-3" A.C. OVER 8" A.B.
<br />OR PER THE GEOTECHNICAL REPORT WHEN THICKER SECTION IS REQUIRED.
<br />22. EARTHWORK VOLUMES:
<br />CUT.·5CUBIC YARDS
<br />FILL: 35CUBIC YARDS
<br />NET.· 30CUBIC YARDS
<br />SUBMIT HAUL ROUTES FOR APPROVAL IF NET VOLUMES EXCEED 500 CUBIC
<br />YARDS.
<br />23. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND
<br />SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, LIGHT
<br />POLES, TRASH ENCLOSURES, ON-SITE PLUMBING AND ALL BUILDING
<br />STRUCTURES.
<br />ESTIMATE OF EARTHWORK QUANTITIES:
<br />CUT-5 C.Y. FILL -35 C.Y.
<br />OVEREXCAVATION-30 C.Y.
<br />ACREAGE -0.27 ACRE
<br />PRIVATE ENGINEER'S. NOTICE TO CONTRACTORS
<br />THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH
<br />OR AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE
<br />CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR
<br />STRUCTURES NOT SHOWN ON THESE PLANS.
<br />ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR
<br />OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC JS PROTECTED. ALL CONTRACTORS AND
<br />SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR,
<br />AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS."
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<br />PROPOSED NEW DETACHED ADU
<br />DUNG PHAM
<br />2726 STRAWBERY LN, UNIT 2, SANTAANA, CA 92706
<br />CONTRACTOR FURTHER AGREES THAT HE SHAU ASSUME SOLE AND COMPLETE RE-SPONSIBILITY FOR JOB SITE CONDITIONS DURING THE
<br />COURSE OF CONSTRUCTION OF Tms PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE-MENT SHALL
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOR.KJNG HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
<br />HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNEC-TJON WITH THE
<br />PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE
<br />ENGINEER.
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<br />IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE STAKES BEFORE COMMENCING THE OPERATIONS. SHOULD OCCASION
<br />ARISE WHERE THE VALIDITY OF A STAKE JS QUESTIONABLE, EITHER AS TO ITS LOCATION OR THE OFFSET MARKED THEREON, OR AS TO THE
<br />ELEVATION OF CUT OR FILL MARKED THEREON. CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL CHECK THE STAKE OR STAKES IN
<br />QUESTION. ANY STAKES FOUND TO BE IN ERROR WJLLBE RESET WITHOUT CHARGE. IT JS UNDERSTOOD THAT THE ENGINEER WILL NOT BE
<br />CHARGED FOR ANY STANDBY OR "DOWN" TIME AS A RESULT OF SUCH CHECKING AND/OR RESEITING PROCEDURE. THE ENGINEER IS NOT
<br />LIABLE FOR AUEGED ERRORS WHEN STAKES HAVE BEEN DESTROYED AND FIELD NOTES AND RECORDS INDICATE STAKES WERE SET
<br />CORRECTLY.
<br />EXACT LAYOUTS OF ALL HARDSCAPE ELEMENTS MAY NEED TO BE MODIFIED AND SOME FIEWADJUSTMENTS MAY BE NECESSARY. THE
<br />CONTRACTOR SHALL INCLUDE AS PART OF THE BID, TIME AND LABOR FOR ANY MODIFICATIONS NECESSARY TO IMPLEMENT THE INTENT OF
<br />THE DRAWINGS.
<br />THE CONTRACTOR IS RESPONIBLE FOR DETERMINING QUANTITIES. THE IMPROVEMENTS AND EARTHWORK QUANTITIES SHOWN HEREON
<br />ARE NOT TO BE USED FOR BIDDING OR ESTIMATING.
<br />CALIFORNIA COUNCIL OF CIVIL ENGINEER & LAND SURVEYOR
<br />CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION
<br />CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.· THAT Tms REQUIREMENT SHAU BE MADE TO
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WOR.KJNG HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO
<br />DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FORM ANY AND ALL LIABILITY. REAL OR AUE GED, IN CONNECTION
<br />WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN
<br />PROFESSIONAL.
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<br />UNAUTHORIZED CHANGES & USES
<br />CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR
<br />USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
<br />NOTES:
<br />I-ALL CONSTRUCTION WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE UNDER SEPERATE PERMIT.
<br />2-THE CONTRACTOR SHALL BE FAMILIAR WITH THE PROJECT SOIL REPORT AND ANY SUPPLEMENTS.
<br />3-THE CONTRACTOR JS RESPONSIBLE FOR DETERMINING IMPROVEMENT AND EARTHWORK QUANTITIES. THE
<br />IMPROVEMENTS AND EARTHWORK QUANTITIES SHOWN HEREON ARE NOT TO BE USED FOR BIDDING OR
<br />ESTIMATING.
<br />4-FOR INFORMATION ONLY. BLOCK WALLS TO BE INSPECTED BY OTHERS UNDER A SEPARATE PERMIT. APPROVAL OF
<br />Tms PLAN DOES NOT CONSTITUTE APPROVAL OF THE STRUCTURAL INTEGRITY OF BLOCK WALLS.
<br />GENERAL NOTES FOR PUBLIC WORKS PERMITTED WORK ON WAT.ER DISTRIBUTION SYSTEM
<br />I. CONSTRUCTION AND INSTALLATION OF ALL WATER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CITY
<br />OF SANTA ANA STANDARD PLANS AND SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT. CONSTRUCTION AND
<br />INSTALLATION OF WATER MAINS AND APPURTENANCES SHALL CONFORM TO THE AMERICAN WATER WORKS ASSOCIATION
<br />(AWWA) SPECIFICATIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.
<br />2. CONSTRUCTION OF WATER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY QUALIFIED CONTRACTORS WITH A
<br />VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE.
<br />3. NO PERSON, OTHER THAN CITY OF SANTAANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE OF CALIFORNIA
<br />AS A WATER DISTRIBUTION OPERATOR, SHALL BE ALLOWED TO OPERATE THE CITY'S WATER SYSTEM VALVES.
<br />4. NO PERSON, OTHER THAN CITY OF SANTAANA WATER RESOURCES DIVISION STAFF CERTIFIED BY THE STATE OF CALIFORNIA
<br />AS A WATER DISTRIBUTION OPERATOR, SHALL SHUT WATER SERVICE OFF TO ANY CUSTOMER.
<br />5. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT TO THE CITY FOR REVIEW AND APPROVAL
<br />"DISINFECTION AND FLUSHING PLAN" PER THE CITY OF SANTA ANA DESIGN GUIDELINES AND STANDARD DRAWINGS.
<br />6. ALL NEWLY CONSTRUCTED WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED AND TESTED IN ACCORDANCE WITH
<br />AMERICAN WATER WORKS ASSOCIATION STANDARD C600'S, PRIOR TO CONNECTING TO THE CITY'S WATER DISTRIBUTION
<br />SYSTEM DISINFECTION TESTING RESULTS SHALL BE SUBMIITED TO THE WATER RESOURCES DIVISION FOR REVIEW AND
<br />APPROVAL PRIOR TO CONNECTING TO THE CITY'S WATER DISTRIBUTION SYSTEM
<br />7. WATER MAINS WILL BE HYDROSTATIC TESTED AT 200 PSI FOR 2 HOURS. NEW WATER MAINS CANNOT BE TESTED AGAINST AN
<br />EXISTING VALVE BUT CAN BE TESTED USING A TEST PLATE.
<br />8. REQUESTS TO SHUT-DOWN THE WATER DISTRIBUTION SYSTEM FOR TIE-INS OR OTHER PURPOSES SHALL BE COORDINATED
<br />WITH THE WATER RESOURCES DIVISION STAFF AT LEAST 2 WEEKS IN ADVANCE THROUGH THE CITY INSPECTOR. ALL
<br />CUSTOMERS AFFECTED BY THE PROPOSED SHUT DOWN SHALL BE NOTIFIED IN WRITING 48 HOURS IN ADVANCE BY THE
<br />CONTRACTOR.
<br />9. THE CITY OF SANTAANA WATER RESOURCES DIVISION CANNOT GUARANTEE A COMPLETE SHUTDOWN OF EXISTING MAINS.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND ISOLATION OF CONSTRUCTION FOR TESTING OR ANY
<br />OTHER PURPOSES.
<br />10. ALL FIRE HYDRANTS wmcH ARE OUT OF SERVICE OR NEW FIRE HYDRANTS WHICH HAVE NOT BEEN ACCEPTED FOR SERVICE
<br />SHALL BE COVERED WITH A SACK INDICATING THAT THE HYDRANTS ARE NOT IN SERVICE.
<br />II. MAINTAINING WATER SERVICE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR ANY SHUTDOWN LASTING LONGER
<br />THAN FOUR (4) HOURS. METHOD OF PROVIDING TEMPORARY SERVICE MUST BE APPROVED BY THE WATER RESOURCES
<br />DIVISION. THE WATER SHALL BE SAFE FOR DRINKING IN ACCORDANCE WITH STATE OF CALIFORNIA WATER RESOURCES
<br />CONTROL BOARD (SWRCB} DRINKING WATER PROGRAM (DWP).
<br />12. WATER METER WIU NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW DEVICES REQUIRED FOR THE
<br />BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED, TESTED, APPROVED, AND SIGNED OFF BY THE CITY CONTACT
<br />WATER RESOURCES DIVISION AT 714 647 3320.
<br />13. ALL WATER MAINS SHALLBEAWWA C-900 PVC, DR14 PIPE ORAWWA C-151 DUCTILE IRON PIPE. ALL OTHER PIPE MATERIALS
<br />REQUIRE SPECIAL REVIEW AND APPROVAL FROM WATER RESOURCES DIVISION.
<br />14. WATER MAINS SHALL HAVE 36" MINIMUM COVER TO FINISHED GRADE. ANY DEVIATION FROM TmS REQUIREMENT REQUIRES
<br />APPROVAL FROM THE WATER RESOURCES DIVISION.
<br />15. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO TRENCHING.
<br />16. PRIVATE WATER APPURTENANCES SUCH AS BACKFLOW PREVENTERS, FIRE HYDRANTS AND STANDPIPES, AND VALVES SHALL BE
<br />PAINTED AS FOUOWS.
<br />a. DOMESTIC WATER: BLUE
<br />b. POTABLE JRRJGATION: GREEN
<br />c. RECYCLED IRRIGATION.· PURPLE
<br />d. FIRE PROTECTION: OSHA SAFETY RED
<br />17. DO NOT CUT OR SNAP CUT OR MILL ASBESTOS CEMENT PIPE. WHERE JOINING EXISTING ASBESTOS CEMENT PIPE, EXPOSE SIX
<br />FEET IN EACH DIRECTION, LOOKING FOR THE NEAREST JOINT AND JOIN TO NEW PIPE WITH A PROPERLY DIMENSIONED
<br />ADAPTER PER STANDARD PLAN NUMBER 1443.
<br />INDEX TO PROJECT DRAWINGS
<br />SHEETNO. DESCRIPTION
<br />I TITLE SHEET. EROSION & HORIZONTAL CONTROL PLAN
<br />2 DRALNAGE PLAN, DETAILS AND SECTIONS
<br />EROSION CONTROL NOTES
<br />ITEM DESCRIPTION
<br />(SE-6) INST.AU TYPICAL GRAVEL BAG PER DETAIL HEREON
<br />(WM-8) CONCRETE WASTE MANAGEMENT PER DETAIL HEREON
<br />(WM-1) MATERIAL DELIVERY AND STORAGE
<br />(WM-) SANITARY WASTE MANAGEMENT (PORTABLE TOILET)
<br />INLET PROTECTION PER DETAIL HEREON
<br />GENERAL NOTES FOR PUBLIC WORKS PERMITTED WORK ON SEWER COLLECTION SYSTEM
<br />I. CONSTRUCTION AND INSTALLATION OF ALL SEWER MAINS AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE CITY
<br />OF SANTA ANA STANDARD PLANS AND SPECIFICATIONS. WHERE THE STANDARD PLANS ARE SILENT. CONSTRUCTION AND
<br />INSTALLATION OF SEWER MAINS AND APPURTENANCES SHALL CONFORM TO THE AMERICAN PUBLIC WORKS ASSOCIATION
<br />(APWA} SPECIFICATIONS.
<br />2. CONSTRUCTION OF SEWER MAINS AND APPURTENANCES SHALL ONLY BE PERFORMED BY QUALIFIED CONTRACTORS WITH A
<br />VALID CALIFORNIA CONTRACTOR A OR C34 LICENSE.
<br />3. ALL NEWLY CONSTRUCTED SEWER MAINS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH APWA
<br />SPECIFICATIONS. ALL NEWLY CONSTRUCTED SEWER MAINS, LATERALS AND MANHOLES MUST BE INSPECTED VIA CLOSED
<br />CIRCUIT TELEVISION CAMERA BY A NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) CERTIFIED
<br />TECHNICIAN AND VIDEO SUBMIITED IN A DIGITAL FORMAT TO THE WATER RESOURCES DIVISION FOR REVIEW AND FINAL
<br />ACCEPTANCE OF WORK.
<br />4. ALL SEWER MAINS SHALL BE VITRIFIED CLAY PIPE (VCP) PIPE OR PVC SDR-26 PIPE. ALL OTHER PIPE MATERIALS REQUIRE
<br />SPECIAL REVIEW AND APPROVAL FROM THE WATER RESOURCES DIVISION.
<br />5. TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT.
<br />6. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCmNG.
<br />7. WHEN PUBLIC SEWER FACJLIDES ARE LOCATED ON PRIVATE PROPERTY. EASEMENT DOCUMENTS ARE TO BE SUBMIITED TO
<br />CITY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED.
<br />8. FINAL ACCEPTANCE WIU NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MY.UR AND DIGITAL FORMAT ARE
<br />DELIVERED TO AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS.
<br />9. SEWER SYSTEM MANHOLE COVERS AND RINGS REMOVED FROM THE FIELD SHALL BE RETURNED AND DELIVERED TO THE
<br />CITY WATER RESOURCES DIVISION YARD LOCATED AT 215 S. CENTER STREET. PRIOR NOTIFICATION OF THE DELIVERY IS
<br />REQUIRED AT 714-647-3320.
<br />Stockpiled Material
<br />2 GRAVELBAG HIGH
<br />MIN. FOR ALL STORM
<br />DRAIN INLETS
<br />18. DO NOT TAP EXISTING MAINS WITHOUT THE PRESENCE OF A CERTIFIED PUBLIC WORKS INSPECTOR. PRESSURE TEST TAPPING
<br />SLEEVE IN THE PRESENCE OF A CERTIFIED PUBLIC WORKS INSPECTOR BEFORE TAPPING EXISTING MAIN
<br />19. FINAL ACCEPTANCE WILL NOT OCCUR UNTIL ORIGINAL RECORD DRAWINGS ON MYLAR AND DIGITAL FILE ARE DE.LIVERED TO
<br />AND ACCEPTED BY THE CITY'S INSPECTOR. SHOW ALL FIELD CHANGES ON RECORD DRAWINGS.
<br />20. TRENCH PLATES SHALL BE FLUSH WITH PAVEMENT AND SHAU BE NON-SKID.
<br />GRAVELBAG AT STORM DRAIN INLET 0
<br />N.T.S.
<br />21. WHEN PUBLIC WATER FACILIDES ARE LOCATED ON PRIVATE PROPERTY EASEMENT DOCUMENTS ARE TO BE SUBMIITED TO
<br />CITY FOR APPROVAL PRIOR TO A PERMIT BEING ISSUED.
<br />22. ALL RECYCLED WATER PROJECTS REQUIRE REVIEW AND APPROVAL BY THE WATER RESOURCES DIVISION.
<br />23. REMOVE FROM THE FIELD UPPER AND LOWER FIRE HYDRANT DRY BARREL AND 24" X 36" IRON VAULT LID COVERS AND
<br />DELIVER UNDAMAGED TO THE CITY WATER RESOURCES DIVISION YARD LOCATED AT 215 S. CENTER STREET. PRIOR
<br />NOTIFICATION OF THE DE.LIVERY IS REQUIRED AT 714-647-3320.
<br />24. WATER MAIN FITTINGS SHALL BE FLANGE OR MECHANICAL JOINTS ONLY, NO PUSH-ON JOINT FITTINGS ALLOWED.
<br />25. CONTRACTOR SHALL NOT REMOVE OR DISPOSE EXISTING WATER METERS. CONTRACTOR SHALL APPLY FORAN ABANDON
<br />WATER METER APPLICATION. CONTRACTOR SHALL CONTACT WATER RESOURCES DmSION AT 714-647-3320 FOR EXISTING
<br />METER REMOVALS.
<br />26. INSTALLATION OF NEW WATER METER SERVICE CURB STOP SHALL BE DONE AFTER INSTALLATION OF NEW CURB AND GUITER
<br />OR AFTER CONTRACTOR HAS ESTABLISHED THE PROPOSED CURB GRADE BY STAKING OF THE PROPOSED CURB.
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<br />Notes:
<br />SANDBAGS/GRAVEL BAGS
<br />PLACED TJGHI'LY TOGETHER
<br />ALL AROUND MATERIAL
<br />1. Dirt and other construction related materials placed in the street or on other impervious
<br />surfaces must be contained with sandbags or other measures to prevent transport to the
<br />stormdrain system.
<br />2. Any constrnction material stored or stockpiled on-site shall be protected from being
<br />transported by the force of wind or water.
<br />MATERIAL STORAGE(})
<br />N.T.S.
<br />3" MIN OPENING BETWEEN
<br />BAGS TOP ROW
<br />E~92~T,
<br />SECTION 1-1
<br />R
<br />TYPICAL GRAVELBAG DETAIL0
<br />N.T.S.
<br />LEGAL DESCRIPTION:
<br />TRACT 1351, LOT 32, BOOK 41, PAGE 27
<br />APN: 101-1£-28
<br />Notes:
<br />CONCRETE
<br />WASHOUT
<br />AREA
<br />1. Excess and wmte concrete shall not be washed into the street or into a drainage system.
<br />2. For washout of concrete and mortar products, a desig1Jated containment facility of
<br />sufficient capacity to retain liquid mid solid waste shall be provided on site.
<br />3. Slurry from concrete and asphalt saw cutting shall be vacuumed or contained, dried,
<br />picked up and disposed of properly.
<br />CONCRETE WASTE MANAGEMENT (})
<br />N.T.S.
<br />FOR PUBLIC SEWER AND WATER FACILITIES ONLY
<br />APPROVED BY.·
<br />CESARE. BARERRA P.E.
<br />DEPUTY PUBLIC WORKS DIRECTOR/
<br />WATER RESOURCES MANAGER
<br />DATE
<br />24.5'
<br />!;; ~ is >,; ~ ~ "'
<br />~
<br />VICINITY MAP
<br />NTS
<br />2 .8' 15.5'
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<br />. •.• I
<br />-: -: t • .•. I
<br />.•.• I
<br />. •.• I
<br />,~rn-• -I
<br />TRADKAVE
<br />;;i HUCKLEBERRY RD >,;
<br />~
<br />::i ~ ~ STRAWBERY LN • .... "' PROJECT "-
<br />SITE ! "'
<br />WESTMINSTER ST
<br />Underground Service Alert BENCH MARK REVISIONS DEVELOPER/OWNER SOILS ENGINEER APPROVED BY, DRAWN BY, KN 08/2024 TITLE SHEET, EROSION & nss, DESIGNED BY, LP 08/2024
<br />JC-ll6-69: 95.809 (NAVD88 2005)
<br />LY PHAN --\ p 1-f
<br />REV. DATE BY DESCRIPTION APP'V'D BUILDING DEPT. CHECKED BY, BT 08/2024 HORIZONTAL CONTROL PLAN APPROVED BY: P.E. PREPARED UNDER THE SUPERV1SION OF:
<br />~
<br />",oRc reu
<br />sc~"
<br />1 w Call: TOLL FREE i u (~ "' 1-800-422-4133 -MONUMENT IS LOCATED IN THE NORTHWESTER.LY CORNER OF
<br />THE INTERSECTION OF WESTMINSTER BOULEVARD AND
<br />FAIRVIEW ROAD, 112 FT. NORTHERLY OF THE CENT.ERLINE OF
<br />WESTMINSTER BOULEVARD AND 45 FT. WESTER.LY OF THE
<br />CENT.ERLINE OF FAIRVIEW ROAD. MONUMENT JS SET LEVEL
<br />WITH THE SIDEWALK
<br />DUNGPHAM TMC ENGINEERS INC.
<br />2726 STRAWBERY LN TIENCHU,PE
<br />SANTA ANA, CA 92706 RCA 72324, EXP. 6-30-2026
<br />7/4-856-212/ 9542 PACIFIC AVE, ANAHEIM, CA 92804
<br />RCE63381 No. C63381
<br />EXP. 9-30-2026 DUNG PHAM PLANNING DEPT.
<br />10082 EMERSON AVE ~ APPROVED BY, IV\\. GARDEN GROVE, CA 928 2726 STRAWBERY LN, UNIT 2 -TEL. (714) 829-5053
<br />TWO WORKtNG DAYS BEFORE YOU DIG
<br />PUBLIC WORKS DIRECTOR TEL. (714) 548-1233 SANTA ANA, CA 92706 R.C.E. NO., EXP. DATE, EMAILLYJ0@GMAIL.COM R.C.E. NO., 633B1 EXP. DATE, 9/30/2026
<br />.... "' I,:,
<br />!:::1 "' ~ :a,;
<br />SHEET
<br />1
<br />OF
<br />2
<br />for 12/12/24
<br />Behrooz Sarlak 3/7/2025
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