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2010-10515 G (Plans) WORK TO BE DONE TIEBACK & G BEAM INSTALLATION F0 F� S��ZP NAG ti GENERAL GRA ©ING CA LLE RYAN OPEN SPACE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC QUALIFIED SOILS ENGINEER OR UNDER HIS /HER WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION DIRECTION. HE /SHE SHALL OBSERVE AND TEST THE 20 STANDARDS OF THE CITY OF ENCINITAS AND THE SAN EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY BACKFILLS AND COMPACTION OF TRENCHES. HE/SHE B L OTS CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. INSPECTION. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL N f IV I TAB CALIFORNIA 2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY CHRISTOPHER OF SIZES, LOCATION AND TYPE OF DRAINAGE HIM /HER OR UNDER HIS /HER SUPERVISION AND THAT IN FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET HIS /HER OPINION, ALL EMBANKMENTS AND EXCAVATIONS w SCOTT RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED THESE SHALL BE REQUIRED IN CONJUNCTION WITH GRADING PLANS AND THAT ALL EMBANKMENTS AND IMPR PLA NS. THE CONTRACTOR ACC EPTABLE ORSHALL PROPERLYGRA D EALLEXCAV D STATEMENT OF ENGINEER OF WORK CONCRETE CONSTRUCTION NOTES CALLE. RYAN 3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 2• THE COACOR SHALL GRADE ALL EXCAVATE 1. CONCRETE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE CLASS 520 -C -2500 AS SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERRFORMED BY SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. TENNIS CLUB DR P ROJECT SITE GRADING. PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE THE ENGINEER SHALL COMPY WITH THE GENERALLY ACCEPTED STANDARDS GUNITE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE AS SPECIFIED IN 4 REQUIRED PROTECT ADJACENT PROPERTIES DURING PRECAUTION W ATER FINISHED WORK D THE SIOTE A DJOINING PROPERTIES O AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. P�YON °R /k \� FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN p Q ¢ GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY 2, ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON -SITE SOIL SHALL BE SHALL BE REPLACED OR REPAIRED TO CONDITION GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH CONSTRUCTED WITH TYPE V CEMENT UNLESS DEEMED UNNECESSARY BY SOLUBLE a r EXISTING PRIOR TO GRADING. AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW SULFATE - CONTENT TESTS CONDUCTED BY THE SOILS ENGINEER. m e4�G 5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 3. CONCRETE CURB AND INTEGRAL CONCRETE CURB AND GUTTER SHALL HAVE WEAKENED DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF PLANE JOINTS AT 12 FOOT INTERVALS. v A REGISTERED CIVIL ENGINEER OR A LICENSED LAND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER LL SURVEYOR. CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 4. ALL EXISTING OR NEW IMPROVEMENTS, INCLUDING CURBS AND GUTTERS, SIDEWALKS, 6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS ASPHALT CONCRETE OR P.C.C. PAVING, WHICH ARE BEING JOINED OR MATCHED IN MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM CONNECTION WITH THE PROJECT SHALL BE JOINED OR MATCHED IN A MANNER AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM NEGLIGENT SATISFACTORY TO THE CITY ENGINEER, INCLUDING NECESSARY SAWCUTTING, ¢y LOCAL, STATE AND FEDERAL SAFETY AND HEALTH AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR REMOVAL, REPLACEMENT, AND CAPPING. SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND VICINITY MAP STANDARDS, LAWS AND REGULATIONS. SPREAD, WATER, AND COMPACT THE FILL IN STRICT EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE 5. NEW CURB AND GUTTER SHALL BE MARKED AT EVERY 10 FEET WITH A SCORE LINE NOT TO SCALE 7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF ACCORDANCE WITH SPECIFICATIONS. ENGINEER. < AND EVERY 40 FEET WITH A CONSTRUCTION EXPANSION JOINT. (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY . /':!'' � / 21 I oeROff O / UP�jI \, 6. NEW OR EXISTING CURB AND GUTTER SHALL BE JOINED, MATCHED, OR REPLACED IF SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 4 FINISH GRADE TO PRODUCE SMOOTH SURFACES AND LO SIGNED: _____ ___ _ DATE _�'_ 3 IO_ 4V1Y Cy F2 '? P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND DANNY COHEN DAMAGED, TO A SAWCUT LINE SUCH THAT A MINIMUM LENGTH OF 7 FEET OF CURB CITY RECOGNIZED HOLIDAYS. UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS " No.41937 k AND GUTTER REMAINS IN PLACE AT ALL LOCATIONS. AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND / ®/L I 7. RESTORATION OF REAR YARD HARDSCAPE /FLATWORK, INCLUDING REPAIR OF EXISTING 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND p.Date HETHERINGTON ENGINEERING INC. IC$� MINOR FLATWORKDAMAGE, WILLBEDONEASNECESSARY ,FOLLOWINGCOMPLETION 5205 AVENIDA ENCINAS, SUITE A C NIL OF THE TIEBACK AND GRADE BEAM REPAIR, WITH IN KIND IMPROVEMENTS DESIGNED MEETING HAS BEEN HELD ONSITE WITH THE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES SHEET INDEX ,�, ��' FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ROOTS, AND OTHER WASTE MATTER EXPOSED OR CARLSBAD, CALIFORNIA 92008 q� p TO TOLERATE ANY FURTHER SLOPE MOVEMENT. THE SCOPE OF WORK FOR ANY ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE PHONE: (760)931 -1917 FAX: (760)931 -0545 OFCAUF� REAR YARD IMPROVEMENTS WILL BE DETERMINED BASED ON INSPECTION BY SHEET NO. CONTENTS DESCRIPTION PERMITTEE, THE PRE -GRADE MEETING SHALL BE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED HETHERINGTON ENGINEERING, INC. WITH THE WORK TO BE PERFORMED BY J.C. SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN OF. THE TOE AND TOP OF ALL SLOPES SHALL BE BALDWIN CONSTRUCTION CO. UNDER A SEPARATE PERMIT. 1 TITLE SHEET & CONSTRUCTION NOTES ADVANCE BY CALLING (760) 633 -2770. ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 9. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE G EOTEC H N I CAL CONSULTANT / 2 GRADING & EROSION CONTROL PLAN ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE SOILS ENGINEER'S CERTIFICATE NOTICE TO CONTRACTOR THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONSAND SHALL REPORT ALL 3 TIEBACK NOTES & DETAILS FROM THE CITY ENGINEER FOR THE PROPOSED HAUL TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A i, REPRESENTING HETHERINGTON ENGINEERING, INC., DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4 TIEBACK &GRADE BEAM NOTES &DETAILS ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY INDICATE THAT RECOMMENDATIONS CONTAINED IN REPORTS PERTAINING CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL TO SOILS ENGINEERING CONDITIONS HAVE BEEN COMPLIED WITH TO OUR 2. PRIOR TO CONSTRUCTION OF ANY CONCRETE STRUCTURE, THE CONTRACTOR SHALL VERIFY IMPOSE WITH REGARDS TO THE HAULING OPERATION. BE SECURED FROM THE SOILS ENGINEER AND CITY SATISFACTION. THIS CONFIRMATION IS NOT TO BE CONSTRUED AS AN WITH THE SOILS ENGINEER, THE TYPE OF CONCRETE RECOMMENDED. 5 8 LANDSCAPE &IRRIGATION PLANS 10. UPON FINAL COMPLETION OF THE WORK UNDER THE ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH AUTHENTICATION OF ANY DIMENSIONS OR ELEVATIONS SHOWN ON THESE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL MATERIAL. PLANS. _ 3. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED l// CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ESTIMATED EARTHWORK QUANTITIES CERTIFICATION SHALL BE PROVIDED STATING: "THE SIGNED: 7 DATE: -I 6 O Jr `il�:� ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE 4 NY Cd CUT 490 CUBIC YARDS GRADING UNDER PERMIT NO. 10515 -G HAS BEEN E FRO S I O N C O N T F20 I RCE NO.: 41417 Q E N/ , 7 F G LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE O THE OWNER, ENGINEER, AND THE CITY OF ENCINITAS HARMLESS FROM ANY LIABILITY, REAL FILL 490 CUBIC YARDS APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LINDA EXP. DATE: 3, 1 / L L No. 2346 OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING EXPORT - CUBIC YARDS AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED OBERSKI AT 760- 918 -8040, 24 HOURS A DAY. Ezp. Date =/ /L FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF OWNER, ENGINEER, OR CITY OF ENCINITAS. BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE HETHERINGTON ENGINEERING INC. G P� EARTH WORK QUANTITIES ARE RAW ESTIMATES ONLY. THE QUANTITIES WHO CERTIFIES SUCH GRADING OPERATION. MADE AVAILABLE AT ALL TIMES DURING THE RAINY 5205 AVENIDA ENCINAS, SUITE A 4 � q OFCAUtip 4. THE ESTIMATE QUANTITIES ARE ONLY FOR THE PURPOSE R AGENCY FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING OBTAINING THE NECESSARY SHOWN ABOVE ARE INTENDED FOR USE IN ESTABLISHING GOVERNING 10. THE SOILS REPORT TITLED "TIE - BACK ANCHOR AND GRADE SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY CARLSBAD, CALIFORNIA 92008 PERMITS, AND THE CITY DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. BEAM INSTALLATIOROPEN SPACE BELOW 1557 AND 1563 MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 PHONE: (760) 931 -1917 FAX: (760) 931. 0545 THE CONTRACTOR SHALL PERFORM THEIR OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID THE QUANTITIES FOR BID PURPOSES, ANY EXPORT OR IMPORT REQUIRED TO BALANCE THE SITE SHALL BE THE SOLE RESPONSIBILITY OF THE CALLE RYAN (LOTS 22 AND 23), APN 262- 173 -25, ENCINITAS, AT CONVENIENT LOCATIONS TO FACILITATE RAPID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. CONTRACTOR. CALIFORNIA" PREPARED BY HETHERINGTON ENGINEERING, CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS INC., DATED AUGUST 27, 2009 SHALL BE CONSIDERED AS A IMMINENT. UNDERGROUND SERVICE ALERT NOTE 5. NO STORAGE OF FUEL CANS IS PERMITTED ON -SITE P DONE IN ACCORDANCE WITH THE RECOMMENDATIONS ART OF THIS GRADING PLAN. ALL GRADING SHALL BE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR LEGAL DESCRIPTION MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING AB 73 REQUIRES EVERY PERSON PLANNING l0 CONDUCT EXCAVATION NOTIFY 6. EQUIPMENT SHALL HAVE SPARKARRESTORS TO PREVENT SPARKS FROM IGNITING NEARBY AND SPECIFICATIONS CONTAINED IN SAID REPORT. INSPECTOR. A REGIONAL NOTIFICATION CENTER AT LEAST TWO DAYS PRIOR TO EXCAVATION BRUSH ON FIRE. IN THE CITY OF ENCINITAS, STATE OF CALIFORNIA TRACT 3808, AND, IF PRACTICAL, THE AREA TO BE EXCAVATED SHALL BE DELINEATED. A OPEN SPACE BEHIND LOTS 22 AND 23, APN 262- 173 -25 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL VERIFICATION NUMBER WILL BE GIVEN UPON'iSUCH NOTIFICATION, WITHOUT 7. WORK AREATO BE PROTECTED BY CHAIN LINK FENCING SEPARTING RESIDENCE FROM NOTIFICATIONS DEVICES TO WORKING ORDER TO THE SATISFACTION OF WHICH ANY PERMIT OR DIRECTIVE GIVING PERMISSION TO EXCAVATE SHALL BE WORK AREA. JOB ADDRESS: THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING INVALID. VERIFICATION NUMBERS EXPIRE IN 14 DAYS. FOR BEST COMMUNICATION, 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY RAINFALL. PERSONS PERFORMING EXCAVATION SHOULD MEET THE UTILITY COMPANIES AT 1557 CALLE RYAN, ENCINITAS, CALIFORNIA (APN 262- 173 -2000) PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION THE JOB SITE. FOR MORE INFORMATION YOU CAN CONTACT THE LOCAL REGIONAL & OBTAINED BY A SEARCH E AVAILABLE RECORDS. G THE CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INFORMATION CENTER. PLANNING DE NOTES BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR 1563 CALLS RYAN, ENCINITAS, CALIFORNIA (APN 262 - 173 -2100) UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: UNFORESEEN CIRCUMSTANCES WHICH MAY ARSE A. A PLANNING FINAL INSPECTION IS REQUIRED PRIOR TO CALLING FOR ENGINEERING FINAL INSPECTION. I. THE CONTRACTOR IS REQUIRED TO TAKE DUE ENVIRONMENTAL NOTES ALL GRADING AND LANDSCAPE RESTORATION IMPROVEMENTS SHALL BE COMPLETED PRIOR TO P E RM I TTE E' S STATEMENT PRECAUTIONARY MEASURES TO PROTECT ANY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE FINAL INSPECTION. EXISTING UTILITIES OR STRUCTURES LOCATED AT NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS 1. PERMITTEE SHALL INSTALL MINIMUM BEST MANAGEMENT PRACTICES (BMP) PER CITY LOCAL CALLE RYAN HOMEOWNER'S ASSOCIATION WILL EMPLOY A CIVIL ENGINEER, THE WORK SITE. IT IS THE CONTRACTOR'S ONTO AREAS WHEN IMPOUNDED WATERS CREATE A IMPLEMENTATION PLAN (LIP). B. PRIOR TO THE COMMENCEMENT OF WORK ORANGE CONSTRUCTION FENCING TO PREVENT ANY SOILS ENGINEER, AND GEOLOGIST TO GIVE TECHNICAL SUPERVISION, RESPONSIBILITY TO CONTACT THE FOLLOWING HAZARDOUS CONDITION. 2 THE PERMITTEE SHALL NOTIFY GENERAL CONTRACTORS SUBCONTRACTORS MATERIAL NEGATIVE IMPACTS TO HABITAT SHALL BE INSTALLED TO MAKE OBSERVATIONS OF THE WORK, WHENEVER APPROVAL OF THE . , , OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR PLANS AND ISSUANCE OF THE PERMIT ARE TO BE BASED ON THE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE SUPPLIERS, LESSEES, AND PROPERTY OWNERS THAT DUMPING OF ANY POLLUTANTS INTO C. IF CONSTRUCTION ACTIVITY COMMENCES DURING THE CALIFORNIA GNATCATCHER BREEDING SEASON TO ANY EXCAVATION, FOR VERIFICATION AND ITION TH SUCH PROFF;�SIONAL PERSONS BE SO EMPLOYED. LOCATION OF UTILITIES AND NOTIFICATION OF AEREOVED GRADING PLAN SHALL BE INCORPORATED THE SYSTEM OR THE WATERSHED IS PROHIBITED. (FEBRUARY 15 THROUGH AUGUST 31), PRECONSTRUCTION BIRD NESTING SURVEYS SHALL BE CONDUCTED P' /} COMMENCEMENT OF WORK: 3. PERMITTEE SHALL MAINTAIN CONSTRUCTION SITE IN SUCH A CONDITION THAT AN ANTICIPATED BY A QUALIFIED BIOLOGIST NO GREATER THAN 2 WEEKS PRIOR TO CONSTRUCTION. THE SURVEYS SHALL / �, ®� ��'� y� /0 „ leg A. SEWERS: CSD - (760) 633 -2770 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST STORM DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. POTENTIAL POLLUTANTS INCLUDE DETERMINE WHETHER ACTIVE NESTS OCCUR WITHIN 500 FEET OF THE CONSTRUCTION SITE. IF SUCH NESTS AME: P J- ZENNER TITLE: T DATE: B. GAS & ELECTRIC: SDG &E - (760) 438 -6200 DRAIN AWAY FROM THE FACE OF SLOPE AT THE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, OCCUR, CONSTRUCTION ACTIVITIES SHALL BE HALTED UNTIL THE BIOLOGIST DETERMINES YOUNG BIRDS PRESIDEN C. WATER: SAN DIEGUITO WATER DISTRICT - (800) 227 -2600 CONCLUSION OF EACH WORK DAY. SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; HAVE FLEDGED OR SOUND ATTENUATION MEASURES, AS APPROVED BY THE PLANNING AND BUILDING D. TELEPHONE: SBC BELL- (760) 489 -3411 ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND DEPARTMENT HAVE BEEN IMPLEMENTED THAT REDUCE NOISE LEVELS TO 60 dB OR BELOW AT THE NEST O W N E R E. CABLE TV: COX COMMUNICATIONS - (760) 806 -9809 EXT. 2233 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE /EQUIPMENT WASH WATER AND , PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE LOCATION, PRIOR TO IMPLEMENTATION OF ANY SOUND ATTENUATION MEASURES, THE EFFECTIVENESS CALLE RYAN HOMEOWNERS ASSOCIATION 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY OF THE PROPOSED MEASURES SHALL BE VERIFIED BY AN ACOUSTICAL STUDY APPROVED BY THE PLANNING C.O. PROFESSIONAL COMMUNITY MANAGEMENT OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE POTABLE LINE STEAM CLEANING OR CHEMICAL DEGREASING; AND S ALL DISP OF D AND BUILDING DEPARTMENT. 5927 PRIESTLY DRIVE, SUITE 110 ON THIS PROJECT. PHONE: (760) 633 -2770. REMOVED AFTER EACH RAINFALL. POTABLE WATER LNE FLUSHING, DURING CONSTRUCTION, PERMITTEE SHALL DISPOSE OF SUCH CARLSBAD, CALIFORNIA 92008 MATERIALS IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, PHYSICALLY SEPARATED D. IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS, THE PRECONSTRUCTION SERVEYS SHALL 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON 10. SHOULD GERMINATION OF HYDRO- SEEDED SLOPES FAIL TO FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, CONTACT: MS, LINDA STOUFFER e CALLS FOR INSPECTION. PHONE: (760) 633 -2770. PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% STATE, AND FEDERAL REQUIREMENTS. DETERMINE WHETHER ANY ACTIVE NESTS FOR OTHER NATIVE BIRD SPECIES ARE LOCATED WITHIN THE ALL WORK PERFORMED WITHOUT BENEFIT OF COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL PROJECT FOOTPRINT. IF SUCH NESTS OCCUR, CONSTRUCTION ACTIVITIES SHALL BE HALTED UNTIL THE 4. PERMITTEE SHALL NOT DISCHARGE MATERIAL OTHER THAN STORMWATER FROM THE PROJECT SITE. PROJECT BIOLOGIST DETERMINES YOUNG BIRDS HAVE FLEDGED. SPECIAL NOTES INSPECTION WILL BE SUBJECT TO REJECTION AND BE STABILIZED WITH PUNCHED STRAW INSTALLED IN 1. "SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE REMOVAL. ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND 5. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING CONTAMINATED SOILS VIA E. PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES, THE RESULTS OF THE PRECONSTRUCTION CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO 4. CONTRACTOR ASSUMES ALL LIABILITY AND RESPONSIBILITY SEDIMENT CONTROL HANDBOOK OF THE STATE OF SURFACE EROSION IS PROHIBITED. DEWATERING OF NON- CONTAMINATED GROUNDWATER NEST SURVEYS SHALL BE SUBMITTED BY THE PROJECT APPLICANT TO THE PLANNING AND BUILDING SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE." FOR THE UNDERGROUND UTILITY PIPES, CONDUITS OR CALIFORNIA DEPARTMENT OF CONSERVATION. REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE DEPARTMENT FOR APPROVAL. STRUCTURES SHOWN OR NOT SHOWN ON THESE PLANS. APPROPRIATE STATE REGIONAL WATER QUALITY CONTROL BOARD. 2. THE OWNERS OF LOTS 22 AND 23 WILL PROVIDE ACCESS TO THE REAR SLOPE IN ORDER TO EFFECTUATE THE INSTALLATION OF THE GRADE F. STOCKPILING ONSITE OF THE SOIL TO BE REMOVED IS NOT ALLOWED. ALL SOIL SHALL BE REMOVED BEAM AND TIEBACKS, o FROM THE SITE AND BROUGHT BACK IN WHEN IT IS NEEDED TO CONSTRUCT THE SLOPE. 9 A, S w B N Ufl Q C J HETHERINGTON ENGINEERING f(; UNDERGROUND SERVICE ALERT PLANNING AND B P BLIC WORKS PARKS AND RECREATION OLIVENHAIN WATER DISTRICT ENCINITAS FIRE DEPARTMENT I Simply dial 8 -1-1 from - 7 z SOIL & FOUNDATION ENGINEERING any phone, anywhere, . -- - J ENGINEERING GEOLOGY • HYDROGEOLOGY nation wide and y ou ZS - 2 -- ioS /v LZ �o eY ,f /o, l.2 ®v A / ` q1 y 5205 AVENIDA ENCINAS, SUITE A will be connected to th d 1' CARLSBAD, CALIFORNIA 92008 local one call center a� (760) 931 -1917 TWO WORKING DAYS BEFORE YOU DIG S I CrN E D DAT SIGN DATE: GN DATE: AMN 4r DATE: SIG DATE: SIGN DATE. DES IGN ED - BY H K BY B D RAWN REVISIONS APPROVED ! DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. U LT$ 1 • Lg i PT. NO.: 1035 NAME: EMC - 35 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: RS44- AP OV : TIEBACK & GRADE BEAM INSTALLATION w STAMPING: MONUMENT DESCRIPTION: FD -L