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2015-12605 G (Plans)OWNER RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES SCOTT & PAMELA KYLE A S 2159 OXFORD AVENUE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SCOTT KYLE AT (619) 929 -4994, 24 HOURS A CONCRETE WASHOUT CARDIFF,CA Bs S HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN DAY. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE (619) 9294994 v C S . ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE 9 WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, n OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL SITE ADDRESS ^ DS DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2159 OXFORD AVENUE O cn DRAINAGE NOTE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CARDIFF,CA E S 2 < CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. CONSTRUCTION SITE ACCESS 260- 404 -12 -00 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS P- t ➢ 1 -5 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE Z TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL LEGAL DESCRIPTION N y AN APPROVED DRAINAGE FACILITY. ENGINEERING INSPECTOR. PANELS /PLATES. H "{ < LOTS 33 & 34 IN BLOCK 57 OF CARDIFF "A ", IN THE CITY OF 1n 1 UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO CONSTRUCTION VEHICLES ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL MAP THEREOF NO. 1334, FILED IN THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON MAY J S ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 12, 1911. m K SANTA FE DR. GENERAL NOTES REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN EROSION CONTROL N SITE CIRCUMSTANCES WHICH MAY ARISE. HEREINABOVE MENTIONED LOTS 33 AND 34 ARE 7 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE CONSIDERED CONSOLIDATED INTO ONE PARCEL AND MAY 2 �0,� 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS; THE STANDARD SPECIFICATIONS PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, NOT BE CONVEYED SEPARATELY WITHOUT FILING A PARCEL p Q FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. MAP OR SUBDIVISION MAP ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. DR. REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR -%A EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. \NP INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE OWNER'S CERTIFICATE g\ INCORPORATED HEREON. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY PROD EC # 07-9 INVESTIGATION" PREPARED PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL VICINITY MAP A GEI DATED 11126/2007, AND UPDATE DATED 9/17/2015, PROJECT# 07 -9477 SHALL BE CONSIDERED 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE SLOPE AT THE CONCLUSION OF EACH WORK DAY. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN THE SITE. N.T.S. RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH UNNECESSARILY; THEY HELP DECREASE EROSION. C 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT SIGNATURE: J DATE: EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ScQff D. KYLE IV 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL p GRADING. GRASSES TO SHIELD AND BIND THE SOIL. SIGNATURE: DATE: PAMELA D. KYLE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. REPLACED OR REPAIRED TO CONDITION SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS SOILS ENGINEER'S CERTIFICATE EXISTING PRIOR TO GRADING. PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ON-SITE CONSTRUCTION MATERIAL STORAGE DRAIN SYSTEM. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL I, JAIME A. CERROS, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 10/19/2007 AND ENGINEER OR A LICENSED LAND NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. FOR AN UPDATE ON 9/17/2015. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, SURVEYOR. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. REPORT FOR 34S PROJECT EEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AND /OR THE TURF/LANDSCAPED AREAS. TRAINING SIGNED: CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR JAIME CERROS 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE G.E. NO. 2007 OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM Q Vie¢ SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. EXP. DATE: 9/30/2017 JOB #: 90 77 � -N � � ®uva �- 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- CONSTRUCTION MEETING HAS BEEN ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE WASTE MANAGEMENT 7 C19 00200 HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS IT TO AN ADEQUATE IMP /BMP. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION COMPANY: GEOTECHNICAL EXPLORATION, INC. w-` y SCi�T ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ADDRESS: 7420 Trade Street, San Diego, CA 92121 WITHOUT A PERMIT FROM THE CITY. PHONE: (858) 549 -7222 rip= �� 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES STATEMENT OF ENGINEER OF WORK AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 12605 -GR HAS BEEN PERFORMED IN ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS 12. ALL GRADING SHALL BE INSPECTED AND TESTEU BY A QUALIFIED SOILS ENGINEER OR UNDER HIS THROUGH AN ADEQUATELY SIZED OILI GREASE SEPARATOR AND IS THEN FILTERED THROUGH A SITE. THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS O OF THE ENGINEER AND HIS /HER AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT $OILS REPORTS AS REQUIRED SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING REQUIRED FOR THIS STRUCTURE. PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SURFACES. SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE SAN DIEGUITO WATER DISTRICT NOTES: FOR THEIR INTENDED USE. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE SIGNATURE'S DATE: S/ / 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE JAMES A. TU PIN DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE TURPIN CONSULTING ENGINEERING DEPARTMENT MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR , CITY OF ENCINITAS AT (760) 633 -2770. 100 E SAN MARCOS BLVD., STE. 400 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS NOTIFICATIONS SAN MARCOS, CA 92069 PROJECT. (760) 415 -1188 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE R.C.E. NO. 57695, EXPIRES 12/31/2017 ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S EARTHWORK DATA GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3 H: 1 V COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: MAXIMUM VERTICAL DEPTH OF CUT = 2' PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. A. SEWERS - CSD - (760)- 633 -2770 MAXIMUM VERTICAL DEPTH OF FILL = 2' 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 CUT = 30 C.Y. FILL = 30 C.Y. SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER D. TELEPHONE - SBC BELL - (760) -489 -3411 IMPORT = 0 C.Y. BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 REMEDIAL = 450 C.Y. (5' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS) AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. PHONE: (760)- 633 -2770. oQROFESS /pJ, ACCORDANCE WITH THE GRADING ORDINANCE. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK yQS N. TU``p�yllF� 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED DIEGO GAS AND ELECTRIC VAULTS. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT ' RCE - 57695 Z HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED IMPERVIOUS AREA * EXP 12/31/15 APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY WAYS. IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3,008 SOFT CIV1\- ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. IMPERVIOUS AREA AFTER CONSTRUCTION: 2,277 SQFT qTF OF CA`�FO�� BMP PROJECT STATUS INCREASE IN IMPERVIOUS AREA: -731 SQFT 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN IMPERVIOUS AREA REPLACED: 2,277 SQFT FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN STANDARD PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO PARTS. FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE BENCHMARK LOCATION TREE REMOVAL. 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END �{ • S' (% l/p (/ i�� `� ��Z ��� . �T �1��6 rV / llcv� 1� OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. SIG DATE SIGN DATE SIGN DATE SIGN DATE SIGN DATE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT JAT JAT JAT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. m. a PLANS PREPARED UNDER SUPERVISION OF RECOMMEND : �Qo APP GRADING PLAN FOR: DESCRIPTION: DISC STAMPED "OC -136, 1968" 2159 OXFORD AVENUE, CARDIFF LOCATION: SEE ABOVE HORIZONTAL: 1" = X' DATE: N / 3 � '1O'« RECORD FROM: R.O..S. NO.18416 r SCOTT & PAMELA KYLE 12605 -CSR ELEVATION: 16.938' VERTICAL: 1" = X' R.C.E. NO.: 57695 MASIH MAHER GLENN PRUIM / � / 260- 404 -12 DATUM: NAVD88 �INNIES A. TURF DA MESA. TURPI EXP.: 12/31/2019 DATE 1 gi 1 DATE �3�i PLANNING CASE NO: 97�94� P SHEET 1 OF 6 v co r- 0 N 0 U ui O U Oz zU) � Y J w ¢ co co 0wI cr m o F rn J Ii ri >t� n. r w � wob n. l _ t"z � xn r I 9 0 N OHE— OHE OHE —OHE— — —OHE 10 5 0 10 20 SCALE: 1" = 10' CHANGE NO. DESCRIPTION —OHE— —OHE— —OHE— —OHE— — —OHE— — � RCE - 57695 � EXP 12/31/19 CIVIC- 9jFOF CA0 BENCHMARK LOCATION 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. APPROVED DATE BENCHMARK SCALE AS -BUILT GL 8 DESCRIPTION: DISC STAMPED "OC -136, 1968" LOCATION: SEE ABOVE HORIZONTAL: 1" = 10' RECORD FROM: R O S NO 18416 STORMWATER POLLUTION CONTROL NOTES 1. STORMWATER POLLUTION CONTROL BMP'S SHOWN HEREON SHALL BE PRIVATELY MAINTAINED AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY, 2 FOR STORM WATER POLLU77ON CONTROL PURPOSES, ALL ROOF RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. A NOTE TO THIS EFFECT SHALL BE PLACED ON THE GRADING PLAN. J. DIRECT DISCHARGE TO CITY RIGHT -OF -WAY FROM IMPERVIOUS SURFACES SHALL NOT BE PERMITTED. WORK TO BE D ONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER, 1. ENCINITAS DEVELOPMENT CODE 2. CITY OF ENCINITAS STANDARD DRAWINGS 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS FG - FINISH GRADE FS - FINISH SURFACE TW - TOP WALL ELEVATION TO FINISH GRADE BW - BOTTOM WALL ELEVATION TO FINISH GRADE AM - WATER METER SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGS LEGEND DESCRIPTION SYMBOL PROPERTY BOUNDARY — — EASEMENT /RIGHT OF WAY — — — — EXIS77NG GROUND CONTOUR 440---- EXITING SPOT ELEVATIONS x191.00 EXISTING RETAINING WALL liwA'.mw_ so EXISTING LANDSCAPE WALL DEMOLITION NOTES Ol EXIST. AC PAVEMENT TO BE REMOVED PER PLAN L� 2U EXIST. BRICK PAVER'S TO BE REMOVED PER PLAN a _ O3 EXIST, STONE PAVER'S TO BE REMOVED PER PLAN _ � $p.1 151. EXIST, LANDSCAPE TO BE REMOVED PER PLAN U Q i 9 0 N OHE— OHE OHE —OHE— — —OHE 10 5 0 10 20 SCALE: 1" = 10' CHANGE NO. DESCRIPTION —OHE— —OHE— —OHE— —OHE— — —OHE— — � RCE - 57695 � EXP 12/31/19 CIVIC- 9jFOF CA0 BENCHMARK LOCATION 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. APPROVED DATE BENCHMARK SCALE AS -BUILT GL 8 DESCRIPTION: DISC STAMPED "OC -136, 1968" LOCATION: SEE ABOVE HORIZONTAL: 1" = 10' RECORD FROM: R O S NO 18416 STORMWATER POLLUTION CONTROL NOTES 1. STORMWATER POLLUTION CONTROL BMP'S SHOWN HEREON SHALL BE PRIVATELY MAINTAINED AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY, 2 FOR STORM WATER POLLU77ON CONTROL PURPOSES, ALL ROOF RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. A NOTE TO THIS EFFECT SHALL BE PLACED ON THE GRADING PLAN. J. DIRECT DISCHARGE TO CITY RIGHT -OF -WAY FROM IMPERVIOUS SURFACES SHALL NOT BE PERMITTED. WORK TO BE D ONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER, 1. ENCINITAS DEVELOPMENT CODE 2. CITY OF ENCINITAS STANDARD DRAWINGS 3. THIS SET OF PLANS 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS FG - FINISH GRADE FS - FINISH SURFACE TW - TOP WALL ELEVATION TO FINISH GRADE BW - BOTTOM WALL ELEVATION TO FINISH GRADE AM - WATER METER SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGS LEGEND DESCRIPTION SYMBOL PROPERTY BOUNDARY — — EASEMENT /RIGHT OF WAY — — — — EXIS77NG GROUND CONTOUR 440---- EXITING SPOT ELEVATIONS x191.00 EXISTING RETAINING WALL liwA'.mw_ so EXISTING LANDSCAPE WALL DEMOLITION NOTES Ol EXIST. AC PAVEMENT TO BE REMOVED PER PLAN L� 2U EXIST. BRICK PAVER'S TO BE REMOVED PER PLAN a O3 EXIST, STONE PAVER'S TO BE REMOVED PER PLAN _ � EXIST, LANDSCAPE TO BE REMOVED PER PLAN U Q i O5 EXIST GRAVEL TO BE REMOVED PER PLAN © EXIST HOUSE TO BE REMOVED PER PLAN O7 EXIST PCC FLATWORK TO BE REMOVED PER PLAN ® EXIST. LANDSCAPE WALL TO BE REMOVED PER PLAN w N's —m am : O9 EXIST. RETAINING WALL TO BE REMOVED PER PLAN .. no 10 EXIST. BRICK LS WALL TO BE REMOVED PER PLAN 11111 #1w1[ 1 11 EXIST. RR TIES TO BE REMOVED PER PLAN 12 EXIST. STEPS & FLATWORK TO BE REMOVED PER PLAN 1© REMOVE PORTION OF EXISTING PAVERS PER PLAN 14 REMOVE POR. EXISTING PCC PAVER STRIP PER PLAN 15 SAWCUT EXIS17NG AC PAVEMENT PER PLAN GRADING NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY, IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED. CONSTRUCTION NOTES v N 1. ALL UTILITIES SERVICING THIS SITE SHALL BE INSTALLED UNDERGROUND. WATER SERVICE NOTES 01 EXISTING WATER METER TO BE RELOCATED BY DISTRICT FORCES AT OWNERS EXPENSE DISTRICT TO INSTALL 1" COPPER SERVICE AND DUAL METER PER WAS WS -09 AND WC -17 AT 00 OWNERS EXPENSE o U��, JAT urwvvry o.. Un_��T a,. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT AT JAT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APP E � DEMOLITION PLAN FOR: DATE: 2159 OXFORD AVENUE, CARDIFF MASIH MAHER GLENN PRUIM SCOTT $c PAMELA KYLE ELEVATION: 16.938' VERTICAL' 1 = X' �' R.C.E. NO.: 57695 t i �om /mow 260- 404 -12 DATUM: NAVD88 MESA. TU IN DA E AMES A. TU PI � EXP.: 12/31/2019 � I % �,/�/ 3��L DATE DATE PLANNING CASE NO: -OF- 894BA/CDP u N rn U 0 U a DRAWING NO. J � 12605 -G R U Q i am. SHEET 2 OF 6 i i - -w- - -w -ter. i 7 lfi4_4TW �,o w 6 G . 6 a a; -- N a „ i w to LLI at, � yF (1 E. ry G IRD AVENUE 1 APPROXIMATE LOCATION OF EXISTING '12 INCH ACP WATER 1� 1w E I e L 0 N OHE- -OHE -OHE- -OHE -OHE- - -OHE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED 091L lck 2016 AS DOCUMENT NO. 2016- I8►g3-7 10 5 0 10 20 SCALE: 1" = 10' CHANGE NO. DESCRIPTION APPROVED DATE A• Z 0 ' RCE - 57695 Z z 0 , * _ EXP 12/31/119 �. -OHE- -OHE- - -OHE- - BENCHMARK LOCATION 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. BENCHMARK SCALE AS -BUILT DESCRIPTION: DISC STAMPED "OC -136, 1968" LOCATION: SEE ABOVE HORIZONTAL: 1" = 10' RECORD FROM: R.O..S. NO. 18416 ELEVATION: 16.938' VERTICAL: 1" = X' J/ 5 �/t DATUM: NAVD88 AMES A. TU PIN DATE GRADING NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED. CONSTRUCTION NOTES 1. ALL U77LITIES SERVICING THIS SITE SHALL BE INSTALLED UNDERGROUND. LANDSCAPE REQUIREMENTS WATER USAGE MAXIMUM ALLOWABLE WATER ALLOWANCE (MAWA) = (ETo)(0.62)[0.55xLA +0.45XSLA] WHERE. ETD = EVAPOTRANSIRA17ON (ENCINITAS = .42.9'INCHES PER YEAR) 0.62 = CONVERSION FACTOR TO GALLONS PER SQUARE FOOT 0.55 = ET ADJUSTMENT FACTOR LA = LANDSCAPE AREA INCLUDING SPECIAL LANDSCAPE AREAS = 375 SF 0.45 = ADDITIONAL ET ADJUSTMENT FACTOR FOR SLA SLA = SPECIAL LANDSCAPED AREAS = 0 (NO SPECIAL LANDSCAPE AREAS PROPOSED) MAWA = 5,486 GALLONS PER YEAR BEST LANDSCAPE PRACTICES 1. SELECTED PLANTS SHALL NOT EXCEED THE MAWA. 2 SELECTED PLANTS SHALL BE ADAPTABLE TO LOCAL CLIMATE. J. NO INVASIVE PLANT SPECIES SHALL BE USED. 4. HIGH WATER USAGE PLANTS ARE DISCOURAGED. 5. INSTALL WEATHER SENSORS THAT SUSPEND OR ALTER IRRIGATION DURING UNFAVORABLE WEATHER- CONDITIONS. IRRIGATION SHOULD BE AVOIDED DURING WINDY OR RAINY WEATHER. 6. INSTALL MANUAL SHUT- OFF VALVES AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. ADDITIONAL MANUAL SHUTOFF VALVES SHALL BE INSTALLED BETWEEN EACH ZONE OF THE IRRIGATION SYSTEM AND THE WATER SUPPLY. 7 BACKFLOW PREVENTION DEVICES SHALL BE REQUIRED TO PR07ECT THE WATER SUPPLY FROM CONTAMINATION BY THE IRRIGATION SYSTEM. 8. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUNOFF, LOW HEAD DRAINAGE, OVERSPRAY, OR OTHER SIMILAR CONDITIONS WHERE IRRIGATION WATER FLOWS ONTO NON- TARGETED AREAS, SUCH AS ADJACENT PROPERTY, NON- IRRIGATED AREAS, HARDSCAPES, ROADWAYS, OR STRUCTURES. 9. THE IRRIGATION SYSTEM MUST BE DESIGNED AND INSTALLED TO MEET, THE MAXIMUM APPLIED WATER ALLOWANCE REQUIREMENTS. 10. IN MULCHED PLANTING AREAS, THE USE OF LOW VOLUME IRRIGATION IS REQUIRED TO MAXIMIZE WATER INFILTRATION INTO THE ROOT ZONE. 11. HEAD TO HEAD COVERAGE IS RECOMMENDED. 12. SWING JOINTS OR OTHER RISER - PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OR TURFGRASS. 13. CHECK VALVES OR ANTI- DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. 14. AREAS LESS THAN 10 FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY. STORMWATER POLLUTION CONTROL NOTES 1. STORMWATER POLLUTION CONTROL BMP'S SHOW HEREON SHALL BE PRIVATELY MAINTAINED AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 2 FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL ROOF RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. A NOTE TO THIS EFFECT SHALL BE PLACED ON THE GRADING PLAN. J. DIRECT DISCHARGE TO CITY RIGHT -OF -WAY FROM IMPERVIOUS SURFACES SHALL NOT BE PERMITTED. RETAINING WALL NOTES ALL WALL BACKFILL MATERIAL SHALL HAVE AN EI OF LESS THAN 50. GENERALLY, THIS MATERIAL WILL NEED TO BE IMPORTED HOWEVER, SOME MATERIAL EXISTING ON THE NORTHEASTERN PORTION OF THE PROPERTY MAY BE USEABLE ALL BACKFILL SHALL BE APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT. ALL WALLS SUPPORTING BACKFILL MATERIAL SHALL BE WATERPROOFED WITH BITU7HENE® SYSTEM 4000 WATERPROOFING MEMBRANE, OR EQUAL. ALL WALL TO FOOTING JOINTS SHALL BE CAULKED AND SEALED. FOUNDATION NOTE w NEW INTERIOR FLOOR SLABS SHALL BE A MINIMUM OF 5 INCHES ACTUAL THICKNESS AND BE REINFORCED WITH NO. 4 BARS ON 18 -INCH CENTERS, B07H WAYS, PLACED AT MIDHEIGHT IN THE SLAB. THE SLABS SHALL BE UNDERLAIN BY A MOISTURE RETARDANT MEMBRANE SUCH AS 15 -MIL S7EGOWRAP, ON A PROPERLY COMPACTED SUBGRADE SLAB SUBGRADE SOIL SHOULD BE VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER. FOR ADDITIONAL SITE SPECIFIC INFORMATION, REFER TO THE PROJECT SPECIFIC GEOTECHNICAL INVESTIGATION. WORK TO BE D ONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER; 1. ENCINITAS DEVELOPMENT CODE, 2. CITY OF ENCINITAS STANDARD DRAWINGS, J. THIS SET OF PLANS, 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS, 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS, FG - FINISH GRADE FS - FINISH SURFACE TW - TOP WALL ELEVATION TO FINISH GRADE BW - BOTTOM WALL ELEVATION TO FINISH GRADE SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGS LEGEND DESCRIPTION STANDARD 13 T. PROPERTY LINE -w- - -W JAT JAT Z EXISTING GROUND CONTOUR JAT PLANS PREPARED UNDER SUPERVISION OF FUTURE SPOT ELEVATIONS APP?VEW GRADING PLAN FOR: EXITING ELEVATIONS M X1®1 �� o a DIRECTION OF FLOW IRD AVENUE 1 APPROXIMATE LOCATION OF EXISTING '12 INCH ACP WATER 1� 1w E I e L 0 N OHE- -OHE -OHE- -OHE -OHE- - -OHE ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED 091L lck 2016 AS DOCUMENT NO. 2016- I8►g3-7 10 5 0 10 20 SCALE: 1" = 10' CHANGE NO. DESCRIPTION APPROVED DATE A• Z 0 ' RCE - 57695 Z z 0 , * _ EXP 12/31/119 �. -OHE- -OHE- - -OHE- - BENCHMARK LOCATION 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. BENCHMARK SCALE AS -BUILT DESCRIPTION: DISC STAMPED "OC -136, 1968" LOCATION: SEE ABOVE HORIZONTAL: 1" = 10' RECORD FROM: R.O..S. NO. 18416 ELEVATION: 16.938' VERTICAL: 1" = X' J/ 5 �/t DATUM: NAVD88 AMES A. TU PIN DATE GRADING NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UN77L THE REQUIRED PERMISSION IS OBTAINED. CONSTRUCTION NOTES 1. ALL U77LITIES SERVICING THIS SITE SHALL BE INSTALLED UNDERGROUND. LANDSCAPE REQUIREMENTS WATER USAGE MAXIMUM ALLOWABLE WATER ALLOWANCE (MAWA) = (ETo)(0.62)[0.55xLA +0.45XSLA] WHERE. ETD = EVAPOTRANSIRA17ON (ENCINITAS = .42.9'INCHES PER YEAR) 0.62 = CONVERSION FACTOR TO GALLONS PER SQUARE FOOT 0.55 = ET ADJUSTMENT FACTOR LA = LANDSCAPE AREA INCLUDING SPECIAL LANDSCAPE AREAS = 375 SF 0.45 = ADDITIONAL ET ADJUSTMENT FACTOR FOR SLA SLA = SPECIAL LANDSCAPED AREAS = 0 (NO SPECIAL LANDSCAPE AREAS PROPOSED) MAWA = 5,486 GALLONS PER YEAR BEST LANDSCAPE PRACTICES 1. SELECTED PLANTS SHALL NOT EXCEED THE MAWA. 2 SELECTED PLANTS SHALL BE ADAPTABLE TO LOCAL CLIMATE. J. NO INVASIVE PLANT SPECIES SHALL BE USED. 4. HIGH WATER USAGE PLANTS ARE DISCOURAGED. 5. INSTALL WEATHER SENSORS THAT SUSPEND OR ALTER IRRIGATION DURING UNFAVORABLE WEATHER- CONDITIONS. IRRIGATION SHOULD BE AVOIDED DURING WINDY OR RAINY WEATHER. 6. INSTALL MANUAL SHUT- OFF VALVES AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. ADDITIONAL MANUAL SHUTOFF VALVES SHALL BE INSTALLED BETWEEN EACH ZONE OF THE IRRIGATION SYSTEM AND THE WATER SUPPLY. 7 BACKFLOW PREVENTION DEVICES SHALL BE REQUIRED TO PR07ECT THE WATER SUPPLY FROM CONTAMINATION BY THE IRRIGATION SYSTEM. 8. THE IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT RUNOFF, LOW HEAD DRAINAGE, OVERSPRAY, OR OTHER SIMILAR CONDITIONS WHERE IRRIGATION WATER FLOWS ONTO NON- TARGETED AREAS, SUCH AS ADJACENT PROPERTY, NON- IRRIGATED AREAS, HARDSCAPES, ROADWAYS, OR STRUCTURES. 9. THE IRRIGATION SYSTEM MUST BE DESIGNED AND INSTALLED TO MEET, THE MAXIMUM APPLIED WATER ALLOWANCE REQUIREMENTS. 10. IN MULCHED PLANTING AREAS, THE USE OF LOW VOLUME IRRIGATION IS REQUIRED TO MAXIMIZE WATER INFILTRATION INTO THE ROOT ZONE. 11. HEAD TO HEAD COVERAGE IS RECOMMENDED. 12. SWING JOINTS OR OTHER RISER - PROTECTION COMPONENTS ARE REQUIRED ON ALL RISERS SUBJECT TO DAMAGE THAT ARE ADJACENT TO HARDSCAPES OR IN HIGH TRAFFIC AREAS OR TURFGRASS. 13. CHECK VALVES OR ANTI- DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. 14. AREAS LESS THAN 10 FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT PRODUCES NO RUNOFF OR OVERSPRAY. STORMWATER POLLUTION CONTROL NOTES 1. STORMWATER POLLUTION CONTROL BMP'S SHOW HEREON SHALL BE PRIVATELY MAINTAINED AND SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 2 FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL ROOF RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. A NOTE TO THIS EFFECT SHALL BE PLACED ON THE GRADING PLAN. J. DIRECT DISCHARGE TO CITY RIGHT -OF -WAY FROM IMPERVIOUS SURFACES SHALL NOT BE PERMITTED. RETAINING WALL NOTES ALL WALL BACKFILL MATERIAL SHALL HAVE AN EI OF LESS THAN 50. GENERALLY, THIS MATERIAL WILL NEED TO BE IMPORTED HOWEVER, SOME MATERIAL EXISTING ON THE NORTHEASTERN PORTION OF THE PROPERTY MAY BE USEABLE ALL BACKFILL SHALL BE APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO PLACEMENT. ALL WALLS SUPPORTING BACKFILL MATERIAL SHALL BE WATERPROOFED WITH BITU7HENE® SYSTEM 4000 WATERPROOFING MEMBRANE, OR EQUAL. ALL WALL TO FOOTING JOINTS SHALL BE CAULKED AND SEALED. FOUNDATION NOTE w NEW INTERIOR FLOOR SLABS SHALL BE A MINIMUM OF 5 INCHES ACTUAL THICKNESS AND BE REINFORCED WITH NO. 4 BARS ON 18 -INCH CENTERS, B07H WAYS, PLACED AT MIDHEIGHT IN THE SLAB. THE SLABS SHALL BE UNDERLAIN BY A MOISTURE RETARDANT MEMBRANE SUCH AS 15 -MIL S7EGOWRAP, ON A PROPERLY COMPACTED SUBGRADE SLAB SUBGRADE SOIL SHOULD BE VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER. FOR ADDITIONAL SITE SPECIFIC INFORMATION, REFER TO THE PROJECT SPECIFIC GEOTECHNICAL INVESTIGATION. WORK TO BE D ONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER; 1. ENCINITAS DEVELOPMENT CODE, 2. CITY OF ENCINITAS STANDARD DRAWINGS, J. THIS SET OF PLANS, 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK) AND THE SAN DIEGO SPECIAL PROVISIONS, 5. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS, AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS STANDARDS, FG - FINISH GRADE FS - FINISH SURFACE TW - TOP WALL ELEVATION TO FINISH GRADE BW - BOTTOM WALL ELEVATION TO FINISH GRADE SDRSD - SAN DIEGO REGIONAL STANDARD DRAWINGS LEGEND DESCRIPTION STANDARD GRAVELPAVEZ NOTE: SYMBOL 350 440 3.- 58.0 FG X191.00 1.0 - SD 13 T. PROPERTY LINE BEV ENGINEERING DIVISION APPROVALS FINISHED GROUND CONTOUR JAT JAT Z EXISTING GROUND CONTOUR JAT PLANS PREPARED UNDER SUPERVISION OF FUTURE SPOT ELEVATIONS APP?VEW GRADING PLAN FOR: EXITING ELEVATIONS M X1®1 �� o a DIRECTION OF FLOW LOT DRAINAGE SWALE SCOTT & PAMELA KYLE R.C.E. NO.: 57695 4" LANDSCAPE DRAIN INLET W/ GRATE GLENN PRUIM 260- 404 -12 ROOF DOWN DRAINS (DIRECTED TO LANDSCAPING) 5 l 13 / I G El 316 GUARD RAIL PER ARCHITECTURAL PLAN (WHERE OCCURS) EXP.: 12/31/2014 DATE 4" SCH. 40 PVC PRIVATE STORM DRAIN PIPE PLANNING CASE NO: B46A/CDP TYPE 2 MASONRY RETAINING WALL PER SDRSD C -2. PROVIDE Oi SUBDRAINS PER PROJECT SOILS REPORT* RAILING PER ARCHITECTURAL PLAN WHERE OCCURS 2O PERVIOUS PAVERS PER DETAIL SHEET 5. O PERVIOUS PAVERS PER DETAIL SHEET 5. MATCH EXISTING FROM ADJACENT PROPERTY TO THE SATISFACTION OF THE CITY ENGINEER. ® 6 "X16" PCC FLUSH CURB PER PERVIOUS PAVER DETAIL SHEET 5. U5 STEPS, SURFACE PER ARCHITECTURAL PLANS STEPS, 30" MAX. ABOVE ADJACENT GRADE. SURFACE PER ARCHITECTURAL PLANS 7 WASTE &RECYCLE ENCLOSURE WITH GATE PER ARCHITECTURAL PLANS. (SURFACE 7b BE "SEALED" k)t PAVE S) ® 8IORETENTION BASIN PER DETAIL, SHEET 5. O9 ROCK RIPRAP ENERGY DISSIPATOR PER DETAIL 1 SHEET 5. 10 MASONRY RETAINING WALL PER DETAIL SECTION E -E, SHEET 6. RAILING PER ARCHITECTURAL PLAN WHERE OCCURS. 11 GRAVELPAVE' GEOCELLS PER MANUFACTURES RECOMMENDATION (SEE GRAVELPAVE NOTE HERE). 12 4" THICK CONCRETE LANDING ao CONCRETE FLArwoRK GRAVELPAVEZ NOTE: SYMBOL 350 440 3.- 58.0 FG X191.00 1.0 - SD BASE COARSE SHALL BE CALTRANS CLASS 11 AGGREGATE MATERIAL COMPACTED TO 9070 RC SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH PROJECT SPECIFIC SOILS REPORT. GRAVEL FILL MATERIAL SHALL BE SELECTED BY SITE OWNER AND AS APPROVED BY CITY ENGINEER. SITE WALL NOTES ALL WALLS WITHIN THE FIRST 15 FEET OF THE PROPERTY ARE LIMITED TO 4 FEET SOLID IN HEIGHT. BEYOND 15 FEET, ALL WALLS OR COMBINED WALLS AND FENCES, RAILINGS, ETC. ARE LIMITED COMBINED TO 6 FEET IN HEIGHT. WATER SERVICE NOTES m 0 Q EXISTING WATER METER TO BE RELOCATED BY DISTRICT FORCES AT OWNERS EXPENSE 2❑ DISTRICT TO INSTALL 1" COPPER SERVICE AND DUAL METER PER WAS WS -09 AND WC -17 AT 0 OWNERS EXPENSE of Ur 01 13 T. UFCAVVIV �>: BEV ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT JAT JAT Z JAT BASE COARSE SHALL BE CALTRANS CLASS 11 AGGREGATE MATERIAL COMPACTED TO 9070 RC SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH PROJECT SPECIFIC SOILS REPORT. GRAVEL FILL MATERIAL SHALL BE SELECTED BY SITE OWNER AND AS APPROVED BY CITY ENGINEER. SITE WALL NOTES ALL WALLS WITHIN THE FIRST 15 FEET OF THE PROPERTY ARE LIMITED TO 4 FEET SOLID IN HEIGHT. BEYOND 15 FEET, ALL WALLS OR COMBINED WALLS AND FENCES, RAILINGS, ETC. ARE LIMITED COMBINED TO 6 FEET IN HEIGHT. WATER SERVICE NOTES m 0 Q EXISTING WATER METER TO BE RELOCATED BY DISTRICT FORCES AT OWNERS EXPENSE 2❑ DISTRICT TO INSTALL 1" COPPER SERVICE AND DUAL METER PER WAS WS -09 AND WC -17 AT 0 OWNERS EXPENSE of Ur 01 13 T. UFCAVVIV �>: �rlcLnT csr: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT JAT JAT Z JAT JAT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED- 300 APP?VEW GRADING PLAN FOR: DATE: y(6 M X1®1 �� o a 2159 OXFORD AVENUE, CARDIFF SCOTT & PAMELA KYLE R.C.E. NO.: 57695 MASH MAHER GLENN PRUIM 260- 404 -12 TIMES A. TUR IN 5 l 13 / I G El 316 �� 10$I7T EXP.: 12/31/2014 DATE DATE PLANNING CASE NO: B46A/CDP O Z DRAWING NO. J Y to J 12605 -GR o a Of SHEET30F6 ,2m_ I I 1~ I m �- n., PONDING =W— W— OHE— — —OHE 10 5 0 10 20 SCALE: 1" = 10' CHANGE NO.I DESCRIPTION —OHE —OHE— — —OHE— — —OHE— — —OHE— — —OHE— — —OHE— — —OHE— — DESILTING BASIN NOTE oQwQAESSlpy�� BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL ° BE COMPLETELY REMOVED AND THE BIORETENTION BASINS RCE — 57695 Z COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, .* EXP 12/31/fl .yl. PRIOR TO OCCUPANCY AND OR FINAL. OIVv�- qjF of 60��� BENCHMARK LOCATION 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. APPROVED DATE BENCHMARK SCALE AS -BUILT C.Lm j DESCRIPTION: DISC STAMPED "OC -136. 1968" LOCATION: SEE ABOVE HORIZONTAL: 1" = 10' RECORD FROM: R.O..S. NO. 18416 ELEVATION: 16.938' VERTICAL: 1" = X DATUM: NAVD88 MES A. TU PIN DATE .,r_i 4 ON FLOW III�IAllllljl /1��11O1t 1IA�111jiilY�il %1�IIIIIIIIIIIII^. �IIIIIIIIIIIIIIIIIIII�jOIIjj11111111111I11 loll �IIIIII 111111�t10111111111111 '�III/pIUIIIIIU I . II ii Ij Ij jll li j ll IOIIj I IIIII�i I I 01Ill IIIIIIIIUIIipllll mw IIp w ta k ,r TRENCH DETAIL NO SCALE SILT FENCE (SE -1 NO SCALE -i NOTES.- 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. J. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. TEMPORARY CONSTRUCTION ENTRANCE (TC -1) FLOW DIRECTION ROOF DOWN DRAIN DRAINAGE SWALE LANDSCAPE DRAIN "`J "JAT °' BMP / LID LEGEND `" "JAT °T' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT JA i T JAT JAT PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: �Qo APP V EROSION CONTROL PLAN FOR: SILT FENCING –SF– SE -1 z z J Y 1 FIBER ROLLS –FR– SE-5 r GRAVEL BAG BERM O000 Fs-E-4] jg CD { STORM DRAIN INLET PROTECTION SE -10 GLENN PRUIM 260- 404 -12 RPfl.. A. TURP STREET SWEEPING SE -7 ��! STABILIZED CONSTRUCTION ENTRANCE FTC-11 DATE MATERIAL DELIVERY AND STORAGE AREA Wm-1 *MATERIAL USE WM -2 STOCK PILE MANAGEMENT WM -3 3L x- *SPILL PREVENTION AND CONTROL WM-4 u. SOLID WASTE MANAGEMENT WM -5 i *HAZARDOUS WASTE MANAGEMENT Wm-6 CONCRETE WASTE MANAGEMENT W4-8 SANITARY WASTE MANAGEMENT Wm-9 i WIND EROSION CONTROL WE -1 *WATER CONSERVATION PRACTICES NS -1 *ILLICIT CONNECTION / ILLEGAL DISCHARGE NS -6 *TO BE INCORPORATED THROUGHOUT THE DURATION OF CONSTRUCTION � te1 m �- n., PONDING =W— W— OHE— — —OHE 10 5 0 10 20 SCALE: 1" = 10' CHANGE NO.I DESCRIPTION —OHE —OHE— — —OHE— — —OHE— — —OHE— — —OHE— — —OHE— — —OHE— — DESILTING BASIN NOTE oQwQAESSlpy�� BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASINS DURING CONSTRUCTION. THE SILT SHALL ° BE COMPLETELY REMOVED AND THE BIORETENTION BASINS RCE — 57695 Z COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIEVED, .* EXP 12/31/fl .yl. PRIOR TO OCCUPANCY AND OR FINAL. OIVv�- qjF of 60��� BENCHMARK LOCATION 2.5" SD. CO. ENGINEERS DISC STAMPED "OC -136, 1968" IN EAST WING WALL OF THE NORTH END OF THE NORTHBOUND HIGHWAY 101 BRIDGE OVER SAN ELIJO LAGOON PER R.O.S. NO. 18416. APPROVED DATE BENCHMARK SCALE AS -BUILT C.Lm j DESCRIPTION: DISC STAMPED "OC -136. 1968" LOCATION: SEE ABOVE HORIZONTAL: 1" = 10' RECORD FROM: R.O..S. NO. 18416 ELEVATION: 16.938' VERTICAL: 1" = X DATUM: NAVD88 MES A. TU PIN DATE .,r_i 4 ON FLOW III�IAllllljl /1��11O1t 1IA�111jiilY�il %1�IIIIIIIIIIIII^. �IIIIIIIIIIIIIIIIIIII�jOIIjj11111111111I11 loll �IIIIII 111111�t10111111111111 '�III/pIUIIIIIU I . II ii Ij Ij jll li j ll IOIIj I IIIII�i I I 01Ill IIIIIIIIUIIipllll mw IIp w ta k ,r TRENCH DETAIL NO SCALE SILT FENCE (SE -1 NO SCALE -i NOTES.- 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. J. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. TEMPORARY CONSTRUCTION ENTRANCE (TC -1) FLOW DIRECTION ROOF DOWN DRAIN DRAINAGE SWALE LANDSCAPE DRAIN "`J "JAT °' "" °` `" "JAT °T' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT JA i T JAT JAT PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: �Qo APP V EROSION CONTROL PLAN FOR: DATE: i z z J Y DRAWING NO. 2159 OXFORD AVENUE, CARDIFF ° SCOTT St PAMELA KYLE R.C.C. NO.: 57695 MASIH MAHER GLENN PRUIM 260- 404 -12 RPfl.. A. TURP .. ./_/3 /6 ��! � (JAMES EXP.: 12131/2019 N" DATE DATE ' PLANNING CASE NO: - Oil - 994BA/CDP – SD — – 0 N O O U z z J Y DRAWING NO. ° 12605 —GR ° z a CD .. SHEET 4 OF 6 � Section D -D SCALE VERT. V=10' HORIZ. 1" = 10' CHANGE NO.I DESCRIPTION APPROVED DATE BENCHMARK CLM 3 DESCRIPTION: DISC STAMPED "OC -136, 1968" `� 3 �� LOCATION: SEE ABOVE C. RECORD FROM: R.O..S. NO. 18416 ELEVATION: 16.938' DATUM:NAVD88 6 "X16" PCC FLUSH CURB-, .. -... PERVIOUS AGGREGATE IN VOID .. COURSE BEDDING CHOKER COURSE - 4" THICK OF (NO. 2) CRUSHED ROCK . . SOIL SUBGRAD 175 - 170 - Section C -C SCALE VERT. V=10' HORIZ. 1" = 10' DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 2 -3" HARDWOOD MULCH 18" MIN. ENGINEERED SOIL *SEE NOTE BELOW 3/4" CRUSHED ROCK 4" PERFORATED PVC DRAIN PIPE FITTED WITH FILTER SOCK PLACE PERFORATIONS DOWN. MIN. SLOPE = 0.5% * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. BIORETENTION BASIN DETAIL RIPRAP ENERGY DISSIPATOR FACING CLASS, T =1' a. NOTES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED PERVIOUS PAVER DETAIL 6" ATRIUM GRATE MIRAFI FILTER f FABRIC (OR EQUAL) COMPACTED EARTH 6" RISER SD PIPE J COMPACTED CRUSHED STONE BASE NOTE: PROVIDE A MINIMUM OF SIX 1/2" HOLES DRILLED IN THE BOTTOM OF THE RISER (TYP.) DETAIL 1 NTS SCALE AS -BUILT "t" �Y: u �' "t �' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT SAT" aT �aT" HORIZONTAL: 1" =I 0' PLANS PREPARED UNDER SUPERVISION OF DATE: RECOMMENDED: -300 APP VE � L DETAILS FOR: 2159 OXFORD AVENUE, CARDIFF VERTICAL: 1" = X' / I AMES A. T PIN DATE R.C.E. NO.: 57695 MES A. T RPI - EXP.: 12/31/2019 M MASIH MAHER GLENN PRUIM DATE DATE ' SCOTT & PAMELA KYLE 260- 404 -12 PLANNING CASE NO:g�DP IS, - N_ Q z RCE - 57695 Z 00 o * EXP 12/31/19 Tp of U CL' Q DRAWING NO. < J ° 12605 -GR ° UQ, �m Lo SHEET 5 OF 6 wD RETAINING WALL A— RETAINING WALLS ARE NOT DESIGNED FOR SURCHARGE OF HEAVY EQUIPMENT. EQUIPMENT SHOULD BE KEPT BACK FROM TOP OF WALL A MINIMUM DISTANCE EQUAL TO HEIGHT OF WALL ABOVE FOOTINGS. B— BACKFILLING SHALL BE PER SOIL'S REPORT. C— BACKFILLING SHALL NOT BE STARTED UNTIL THE WALLS HAVE GAINED THE SPECIFIED MINIMUM STRENGTH. D— FOR WALLS WHERE CONCRETE SLAB IS USED TO SECURE TOP OF WALL, ADEQUATE TEMPORARY SHORING SHOULD BE PROVIDED PRIOR TO BACKFILLING. SHORING SHALL REMAIN IN PLACE FOR AT LEAST TEN DAYS AFTER CONCRETE SLAB HAS BEEN CAST. E— PROVIDE WATERPROOFING MEMBRANE ON THE EARTH SIDE OF ALL RETAINING WALLS F— PROVIDE 4" DIAMETER SCHEDULE 40 OR SDR35 PERFORATED PVC IN ONE CUBIC FOOT OF Y4" GRAVEL WRAPPED IN GEOTEXTILE FABRIC AT BOTTOM OF WALLS, UNLESS NOTED OTHERWISE IN SOILS REPORT. PIPE SHALL HAVE 1% MIN. SLOPE. DAY LIGHT PIPE OF PAVED AREA OR CONNECT TO STORM DRAIN SYSTEM. G— CONTRACTOR SHALL PROTECT ALL STRUCTURES ON THE ADJACENT PROPERTY, WHEN RETAINING WALL IS BUILT ON OR NEAR THE PROPERTY LINE. H— PROVIDE CONSTRUCTION JOINTS AT 20 TO 25 FEET ON CENTER. I— SOIL AGAINST FOOTINGS SPECIALLY AT FRONT OF FOOTINGS MUST BE COMPACTED TO 90% CONCRETE A— PORTLAND CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM SPECIFICATION C150. FOR CONCRETE ON OR BELOW GRADE USE TYPE CEMENT RECOMMENDED BY SOILS ENGINEER. AGGREGATES SHALL BE NORMAL WEIGHT CONFORMING TO ASTM SPECIFICATION C33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04 B— ALL CONCRETE SHALL BE MADE WITH 5.25 SACKS OF CEMENT MINIMUM PER CUBIC YARD OF CONCRETE WITH WATER /CEMENT RATIO PER 2010 C.B.C., SLUMP SHALL BE 4" MAXIMUM. THE FOLLOWING DESIGN STRENGTHS SHOULD BE USED THROUGHOUT THIS PROJECT UNLESS NOTED OTHERWISE. DESIGN MIX SHALL BE 2500 psi FOUNDATIONS 3000 psi SLAB ON GRADE 2500 psi CONCRETE FOUNDATION MEMBERS, SUCH AS GRADE BEAMS, DESIGNED TO RESIST SEISMIC FORCES IN FLEXURE. MUST BE DESIGNED AND CONSTRUCTED WITH CONCRETE HAVING A STRENGTH OF fc =3000 PSI. SPECIAL INSPECTION MUST BE PROVIDED. C— NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATION OF SLEEVES, MOLDS, FLOOR HINGES, ETC., TO BE CAST INTO THE CONCRETE. D— ABRA11ON OF CONCRETE SHALL BE PERFORMED IN ACCORDANCE WITH THE PORTLAND CEMENT ASSOCIA11ON SPECIFICATION ST26. E— CONCRETE SHALL BE MAINTAINED IN MOIST CONDITION FOR A MINIMUM OF SEVEN DAYS AFTER ITS PLACEMENT. APPROVED CURING COMPOUNDS MAY BE USED IN UEU OF MOIST CURING. F— ALL PHASES OF CONCRETE WORK SHALL CONFORM TO THE CALIFORNIA BUILDING CODE 2010 EDITION CHAPTER 19: G— DRY —PACK GROUT SHALL BE 'PAC —IT' BY W.R. MEADOWS OR APPROVED ALTERNATE. MINIMUM COMPRESSIVE STRENGTH OF 10,000 psi. REINFORCING STEEL A— REINFORCING STEEL SHALL BE DEFORMED BARS OF INTERMEDIATE GRADE CONFORMING TO ASTM SPECIFICATION A615 GRADE 40 FOR BARS #4 AND SMALLER, A615 GRADE 60 FOR BARS #5 AND LARGER. SLAB REINFORCING SHALL BE PER SLAB DETAIL AS CALLED OUT ON FOUNDATION PLAN OR SLAB DETAIL B— REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 48 BAR DIAMETERS IN CONCRETE AND MASONRY (30" MINIMUM EACH CASE), UNO. C— DOWELS FROM FOOTINGS SHALL BE OF THE SAME SIZE AND SPACING AS WALL AND COLUMN VERTICAL REINFORCEMENT, UNO. D— PROVIDE SPACER BARS, SPREADERS, CHAIRS, BLOCKS ETC., AS REQUIRED TO SECURELY HOLD STEEL IN PLACE. F— ALL VERTICAL BARS ARE CONTINUOUS UNLESS SPLICE DETAIL IS SPECIFICALLY SHOWN ON PLANS. G— ALL REINFORCING STEEL WELDING SHALL CONFORM TO ANSI /A.W.S. 01.4 -79 SPECIFICATION. WELDED REINFORCING (DEFORMED BARS) SHALL CONFORM TO ASTM SPECIFICATION A706. REINFORCING STEEL FOR CONCRETE AND MASONRY A— ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH TITLE 24, PART 2, STATE CHAPTER 19A, SEC. 1907A, AND THE "MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE, OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. B— REINFORCING BARS SHALL CONFORM TO ASTM A -615 GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO ASTM A -706, GRADE 60. C— WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES UNLESS OTHERWISE NOTED. WELDING OF REINFORCING SHALL BE ALLOWED ONLY WHERE DETAILED ON DRAWINGS ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AMERICAN WELDING SOCIETY SPECIFICATIONS AWS D1.4. WELDING SHALL NOT BE DONE WITHIN TWO BAR DIAMETERS OF ANY BENT PORTION OF A BAR WHICH HAS BEEN BENT COLD. WELDING OF CROSSING BARS SHALL NOT BE PERMITTED FOR ASSEMBLY OF REINFORCEMENT UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER OF RECORD. D— ALL REINFORCING BAR BENDS SHALL BE MADE COLD. E— WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185, AND SHALL BE LAPPED 1 SPACE AND 12" MINIMUM. F— DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, RESPECTIVELY. G— REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. H— ALL VERTICAL REINFORCING SHALL BE CONTINUOUS BETWEEN TWO LEVELS UNLESS NOTED OTHERWISE. CHANGE NO. MASONRY A— CONCRETE BLOCK UNITS SHALL BE GRADE "N -1" CONFORMING TO ASTM SPECIFICATION C90 FOR LOAD BEARING MEDIUM WEIGHT UNITS. TYPE OF BLOCK AND FIRE RATING WALLS TO BE CHOSEN BY THE ARCHITECT. B— DESIGN IS BASED ON FULL STRESS ALLOWANCE VALUES f"m =1800 psi FOR HOLLOW LOAD BEARING UNITS, SOLID GROUTED IN ALL CELLS AND SPACES. C— MORTAR SHALL CONFORM TO ASTM C270 D— MORTAR SHALL BE TYPE "S" CONSISTING OF 1 PART PORTLAND CEMENT, 1/4 PART LIME PUTTY, AND NO MORE THAN 3 TIMES THE VOLUME OF CEMENT AND LIME OF DAMP LOOSE SAND. E— GROUT SHALL CONFORM TO ASTM C476. GROUT SHALL CONSIST OF 1 PART PORTLAND CEMENT, 3 PARTS SAND AND NO MORE THAN 1/10 PART LIME. FOR GROUT SPACES OF 4 INCHES OR MORE IN BOTH HORIZONTAL DIRECTIONS ADD 2 PARTS PER GRAVEL. GROUT SHALL OBTAIN 2000 psi MINIMUM IN 28 DAYS PROVIDE TESTS. F— GROUT ALL CELLS SOLID. GROUT LIFT SHALL BE LIMITED TO 5' -0" WITHOUT INSPECTION CLEAN OUT. IF REQUIRED, CLEAN OUT SHALL NOT BE SEALED BEFORE INSPECTION. THE THICKNESS OF GROUT BETWEEN BLOCK AND REINFORCING STEEL SHALL NOT BE LESS THAN 1/2" AND BETWEEN PARALLEL BARS NO LESS THAN 3/4 -. G— IF WORK IS STOPPED FOR ONE HOUR OR LONGER, PROVIDE A HORIZONTAL CONSTRUCTION JOINT BY STOPPING THE GROUT 1 BELOW THE TOP OF THE BLOCK. H— PROVIDE 2 —#6 VERTICAL BARS AT ALL ENDS, CORNERS, JAMBS AND INTERSECTIONS OF ALL MASONRY WALLS, UNO. I— CONTRACTORS SHALL ADEQUATELY AND RIGIDLY BRACE ALL MASONRY WALLS UNTIL ROOF STRUCTURE IS COMPLETELY ERECTED. J— PROVIDE OPEN END BLOCKS FOR CONTINUOUS VERTICAL BARS. K— WHEN WALLS ARE ENDED TEMPORARILY, THE MASONRY UNITS SHALL NOT PROJECT IN ALTERNATE COURSES. (TOOTHING). L— FOR GROUT POURS OVER 5' HIGH, CLEAN —OUTS MUST BE PROVIDED. M— GROUT LIFTS SHALL NOT EXCEED 12.67' WHEN THE MASONRY HAS CURED FOR 4 HOURS, THE GROUT SLUMP IS MAINTAINED BETWEEN 10" AND 11', AND NO INTERMEDIATE REINFORCED BOND BEAMS ARE PLACED BETWEEN THE TOP AND BOTTOM OF THE POUR HEIGHT. OTHERWISE LIFTS SHALL NOT EXCEED 5'. N— QUALITY ASSURANCE MEASURES SHALL COMPLY WITH THE CBC 2105 AND AC1530 T- 1.15.1, T- 1.15.2, T- 115.3. 0— PIPES AND CONDUITS EMBEDDED IN MASONRY SHALL NOT REDUCE THE REQUIRED STRENGTH (AC1530 1.16.2) P— REINFORCEMENT SHALL BE SUPPORTED AND FASTENED TO PREVENT DISPLACEMENTS BEYOND THE TOLERANCES ALLOWED BY AC1530 & 3.4.1 PRIOR TO GROUTING. Q— JOINT REPLACEMENT USED IN MASONRY EXPOSED TO EARTH OR WEATHER SHALL BE STAINLESS STEEL, PROTECTED FROM CORROSION BY HOT— DIPPED GALVANIZED COATING, OR EPDXY GROUTING (AC1530 1.13.4.2) ANCHOR BOLTS AND EPDXY A— EXPANSION ANCHORS IN HARDENED CONCRETE SHALL CONFORM TO TITLE 24, PART 2, SECTION 1925A.3.5. B— EXPANSION ANCHOR INSTALLATION SHALL BE INSPECTED BY A SPECIAL INSPECTOR SPECIFICALLY APPROVED BY THE ENFORCEMENT AGENCY FOR THAT PROPOSE. C— EXPANSION ANCHOR TESTING SHALL BE DONE IN THE PRESENCE OF THE PROJECT INSPECTOR, AND SHOULD OCCUR 24 HOURS MINIMUM AFTER INSTALLATION OF THE SUBJECT ANCHORS. D— TEST QUANTITY OF THE EXPANSION ANCHORS AS NOTED BELOW: APPLICATION QUANTITY - STRUCTURAL (HOLD DOWN BOLTS, ETC.) 100% OF BOLTS SILL PLATE 10% BOLTS NON— STRUCTURAL — (EQUIP. ANCHORAGE, ETC.) 50% OF BOLTS E— THE TESTS LOADS SHALL BE APPLIED BY DIRECT PULL WITH A HYDRAULIC JACK, OR A CALIBRATED WRENCH. SEE TABLE BELOW FOR TEST LOADS. F— THE FOLLOWING CRITERIA SHALL APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS. G— HYDRAULIC RAM METHOD: THE ANCHOR SHALL HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD (FOR WEDGE AND SLEEVE TYPE ANCHORS, A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER UNDER THE NUT BECOMES LOOSE). TORQUE WRENCH METHOD: THE APPLICABLE TEST LOAD MUST BE REACHED WITHIN ONE —HALF TURN OF THE NUT, OR WITHIN ONE— QUARTER OF THE NUT FOR SLEEVE ANCHORS THAT 5/8 INCH DIAMETER OR SMALLER. H— IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS. THEN RESUME INITIAL TESTING FREQUENCY. I— WHERE ANCHOR BOLTS EMBEDDED INTO CMU WALL, ENSURE CELLS ARE FULLY GROUTED. DESCRIPTION I APPROVED I DATE I BENCHMARK DESCRIPTION: DISC STAMPED "OC -136, 1968" LOCATION: SEE ABOVE RECORD FROM: R.O..S. NO. 18416 ELEVATION: 16.938' DATUM: NAVD88 SCALE HORIZONTAL: 1" = 10' VERTICAL: 1" = X' SHORING AND EXCAVATION A— THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITERING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. B— ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE CONSTRUCTION SAFETY ORDERS (CAL —OSHA) C— HEAVY VEHICULAR TRAFFIC (CRANED, CONCRETE TRUCKS, MATERIALS TRUCKS, ETC. SHALL BE PROHIBITED WITHIN 10 FEET OF SHORING BULKHEADS OR TOPS OF SLOPED EMBANKMENTS UNLESS SPECIFICALLY CONSIDERED IN THE DESIGN. D— DUST SHALL BE CONTROLLED DURING EXCAVATION OPERATIONS. E— SURFACE WATER SHALL BE PREVENTED FROM ENTERING EXCAVATIONS OVER THE TOPS OF SHORING AND CUT SLOPES. F— TEMPORARY CUTS SHALL NOT EXCEED SLOPES RECOMMENDED IN THE SOILS REPORT. G— THE INSTALLATIONS OF SHORING AND EXCAVATIONS SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER. AS -BUILT advise 7 VIES A. TUflPIN DA VERTICAL # @ 16" 8" CMU WALL SOLID GROUTED (2) #5 HORIZ. @ 32" O.C. TYP. (2) #4 CONTINUOUS— BARS TOP & BOTTOM Section E -E SCALE NTS PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 57695 AMES A. TURF9N EXP.: 12/31/2019 FINISH GRADE OR HARDSCAPE n 71-1 77_. WATER PROOFING & DRAINAGE PER RETAINING WALL NOTES, SHEET 3, AND PROJECT SOILS REPORT. ENGINEERING DIVISION APPROVALS RE�COO AMENDED: JQO APP MASS H MAHER GLENN PRUIM Sii 1 DATE DATE T (2) #5 HORIZ. @ 32" O.C. TYP. ISH GRADE #6 BARS @ 16" O.C. TOP & BOTTOM 000 ca Zm N RCE - 57695 *. EXP 12/31/19 * U rfq C/ V ll- lF or 50�� o cr a z CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. F U). DETAILS FOR: 2159 OXFORD AVENUE, CARDIFF Z SCOTT & PAMELA KYLE 12605 -GR ° Q 260404 -12 a m PLANNING CASE NO:�s;i 094 A DP SHEET 6 OF 6 L f,