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2010-10473 G (Plans)RIGHT OF WAY NOTE 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 07HERNSE PUBLIC WORKS DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TU LEAD THE AREAS THAT HAVE BEEN CLEARED NTH A OWNER IS TO OBTAIN A CONSTRUCTON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO NEAT AND FINISHED APPEARANCE FREE FROM UNSiGHRY DEBRIS APPROVAL OF LOCATION OF DEBRIS RLL SHALL BE WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK N077CE AND SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT NTH THE CITY'S URBAN FOREST MANAGEMENT DRAINAGE NOTE PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-AA Y ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE f REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER iS TO DRAIN AWAY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE FACILITY. CANOPY PRO,ECTION ON THE GROUND). IF A CITY IRE£ IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE SIGN DATE DATE PROTECTED IN PLACE. EVEN lF APPROVED IMPROVEMENTS ARE IN CONFLICT NTH A CITY TREE, IT MUST NOT BE UTILITY NOTE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. ALL UTILITIES SERVING THIS S17F SHALL BE INSTALLED UNDERGROUND. EROSION CONTROL GENERAL NO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SVIRK 271STPA AT (858) 755 -3360, 24 HOURS A DAY. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE S70CKPILED ON SIZE ON OCTOBER 1 AT REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER CONVENIENT LOCATIONS TO FACILITAiE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN PRIOR TO ANY REQUEST FOR /NSPEC170N. RAIN IS IMMINENT. 2. THE SOILS REPORT 717LED "PRELIMINARY GEOTECHNICAL INVESTIGATION 74V (2) PROPOSED RESIDEN77AL STRUCTURES J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING 329 & 331 LILK£NNY DRIVE CARDIFF BY THE SEA, CALIFORNIA, DATED MAY 12, 2005, A SUPLEMENTAL REPORT, 331 INSPECTOR. KILKENNY DRIVE CARDIFF BY THE SEA, CALIFORNIA DATED MARCH 27, 2006 AND GEOTHECNICAL UPDATED REPORT RVISIONOF DATE: / C 10 R.C.E. -NOr-fi>tr Iq J / EXP.:�6i39(20h}' V'�I (� DATED MARCH 11, 2010, ALL BEEN PREPARED BY COAST GEOTHECHNICAL CONSULTING ENGINEERINGS AND GEOLOGIST" 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER 70 THE SATISFACTION OF SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY 3. SEPARATE APPROVALS AND PERMI7S FOR ANY C0NSIRUC770N WITHIN PUBLIC RIGHT- OF-WAY OR EASEMENTS SHALL ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. BE REQUIRED IN CONJUNC77ON WITH IMPROVEMENT PLANS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 4. Wi7ITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE. GRADING. 7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO COIVD177ON 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE EXISTING PRIOR TO GRADING. CONCLUSION OF EACH WORK DAY. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK NWCH IS DISTURBED OR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE SURVEYOR. REMOVED AFTER EACH RAINFALL. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL STORMWA7ER POLLU77ON CONTROL POST CONSTRUCTION BMP IMP NOTES BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STALE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA710NS 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING 8. GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON SATURDAYS SUNDAYS AND THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. CITY RECOGNIZED HOLIDAYS 2 GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEE77NG HAS BEEN HELD OIVS17F WITH THE W THOU T A PERMIT R20M THE CITY. FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SO /LS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION "MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING J. ALL IMPERVIOUS AREAS W91HIN THE Sl7E SHALL DRAIN TO APPROVED BMP MP FACILITIES AND OR TO TURF OR � / (760) 633 -2770. LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE 97E ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP11MP FACILITY AND /OR THE 7URF14ANDSCAPED AREAS. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE W771IN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED 4. NO DRAINS SHALL BE INSTALLED IN HOROSCOPE, DRIlEWA15 OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDI7ONS AND REQUIREMENTS THE CITY ENGINEER MAY FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. IMPOSE NTH REGARDS TO THE HAULING OPERATION. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2X CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CER77RCA77ON- SHALL BE PROVIDED STATING -THE GRADING UNDER PERMIT 6. ALL STORMWATER IMPIE W FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT NO. 1047 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS FROM THE CITY. SHOWN ON THE ATTACHED AS- GRADED PLAN" THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER77RES SUCH GRADING OPERATION 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION 8. ALL EXISTING AND PROPOSED 7RASH ENCLOSURES SHALL BE FITTED TO COMPLY W774 STORM WATER BEST OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MANAGEMENT PRAC77CE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON - COMBUSTIBLE MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE ROOF THAT IMLL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND BY HiM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE ACCEPTABLE FOR 7HDR INTENDED USE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT THE ENCLOSURE 13 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO 7HE FINISHED WORK ON THE SIZE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARAiF BUILDING PERMIT UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MAY BE REQUIRED FOR THIS STRUCTURE. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE NTH SAN DIEGUITO WA TER DISTRICT N07ES.• STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 1. WATER MAiNS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED 70 A DEPTH OF 12 SPECIFICA7ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE SPREAD WATER AND COMPACT THE FILL IN STRICT ACCORDANCE NTH SPECIFICATIONS 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. UNIFORM CROSS SECTION THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, J. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER ACCORDANCE NTH THE GRADING ORDINANCE. WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT `,k. _­ .w_ DESCRIPTION VICINITY MAP NIS ::i l: A, FF = RM&Y FLOOR FG = RNISH GRADE TW = TOP OF WALL RE = RETAINED ELEVATION TG = TOP OF GRAZE IE = INVERT ELEVATION H.P. = HIGH POINT TC = TOP OF CURB R = FLOW LINE C.O. = OIEANOUT W = VERTICAL CURVE BIC = BEGIN VERTICAL OYIRW PM = POINT OF VERTICAL INIERS070N Eli = END OF VERTICAL GIRVE FTITJ - G• s, 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCAiF AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7 ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 7RAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE NTH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED NTH CATHODIC PR07EC71ON IN ACCORDANCE NTH *i -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONS7RUC77ON AC77W77ES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT 7RACK/NG DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES CONSTRUCTION VEHICLES A SPEORC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SHE EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS ADEQUATE GROUND COVER WfGETATION, AND BONDED RBER MATRIX. NO EXCAVA7701V AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION Si7E. CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -97E CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY IMLL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PROTECTED NTH SOIL STABILiZAi)ON MEASURES AND PROVIDED NTH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES NHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR NTH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORK ING DN SITE. THE PROPERTY OWNERS) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THER OWN RESPONSIBILITIES WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WTHOUT LIDS SHALL BE PLACED WITHIN S7RUCAIRES NTH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT NTH ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED WGETA7701V CAN BE RECYCLED. NON - RECYCLABLE MATER /ALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT aND JOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS DN PERVIOUS SURFACES ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION DN STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NO 77FICA 77ONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO £XIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY E Q XISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO A EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK- A. SEWERS - CITY OF ENCINITAS CARDIFF SANITATION DISTRICT - (760) 753 -0155 QQpFE E ION B. GAS & ELECTRIC SOGE (760)-42-6200 C. WATER -SAN DIEGUITO WATER DISTRICT -1- 800 - 227"1600 oJ O� D. TELEPHONE - SBC BELL - (760) - 489 -3411 y o° Csm E. CABLE TV - COX COMMUNICA77ONS- (760) -806 -9809 X -2233 w d 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK DN THIS PROJECT. PHONE. * T CI V1%- (760)- 633 -2770. ATE OF CPS` J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE DN CALLS FOR INSPECTION. PHONE. (760)- 633 -2770. ALL WORK PERFORMED WiTHOUT BENEFIT OF INSPECTION WLL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA EARTHWORK DATA IMPERVIOUS AREA PRIOR TO CONSTRUCTION : -0- SOFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3' H : 1' V IMPERVIOUS AREA AFTER CONSTRUCTION.• 1957 SOFT MAXIMUM VERTICAL DEPTH OF CUT = 8' INCREASE IN IMPERVIOUS AREA: 1957 SOFT MAXIMUM VERTICAL DEPTH OF ALL = 0' IMPERVIOUS AREA REPLACED: 1.957 SOFT CUT = 240 C. Y. EXPORT = 200 C. Y. IMPORT = 40 C.Y. LEGEND PROPERTY LINE EXISTING CONTOUR EXISTING ELEVATION NEW CONTOUR NEW ELEVATION DAYLIGHT LINE WALL /SUB DRAIN DIRECTION OF FLOW PVT. 6- TRENCH DRAIN W/IRAFFIC GRATE PRIVATE STORM DRAIN PIPE ROCK - LINED SWALE (BMP AREA) MASONRY RET. WALL PCC GRAVITY WALL 2' SCH 80 PVC PRESSURE SEWER SILT FENCE GRAVEL BAGS STABILIZED CONSTRUCTION ENTRANCE STANDARD SYMBOL - -162 X 752.3 (153.0) zr- 146.80 -nnn- 9B BY NDS' OR APPRVD. EQUAL PVC, SDR -35 MIN, SDRSD D -60 DETAIL 'C' DETAILS 1 & 2 DETAIL 'C, SDRSD C -9, TYPE B' PRESSURE SEWER SYSTEM DESIGN BY OTHERS -pS- - CALTRANS STANDARD SE-1 & DETAIL J' -0 0 � CALTRANS STANDARDS SE -4,, SE -8 & �000 SE -10 & DETAILS r & G CALTRANS STANDARD DRAWING NO. TC -1 & DETAIL H' OWNER LEGAL DESCRIP77ON OWNER NAME: KILKENNY HILL HOUSE, LLC, A CALIFORNIA LIABILITY COMPANY THAT PORTION OF LOT 1, BLOCK D' OF CARDIFF, IN THE CITY OF SNRK W. 271 STRA - ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING ADDRESS : 731 S HWY 101 STE. IL TO MAP THEREOF NO. 1298, FILED IN THE OFFICE OF COUNTY SOLANA BEACH, CA. 92024 RECORDER OF SAN DIEGO COUNTY, NOVEMBER 14, 1910, TOGETHER NTH PHONE: 85811755 -3360 A PORTION OF THE NOR7HEASTERLY HALF OF OXFORD AVENUE, LYING ADJACENT TO THE SOUTHWESTERLY LINE OF LOT 1, AS VACATED & SITE ADDRESS CLOSED TO PUBLIC USED BY RESOLUTION RECORDED OCTOBER 17, 1977 VACANT LOT AS FILE NO. 77- 425225 OF O.R. APN : 261 - 145 -28 OWNER'S CER77FICA7E I (W£) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE DN THE COMPACTION AND STABILITY OF THE SITE. SIGNAiUR : -- -- -- -- ----- ---- -- DATE.• SNRK W. l , NEW PARTNER SOILS ENGINEER'S CER77FICA7E A,WTHAYA SINGHANET, A REGISTERED GEOTHECNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOiL MECHANICS HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC7701V ON MAY 12, 2005 AND MARCH 27, 2006 AND FOR AN UPDATE ON MARCH 11, 2010 ONE COMPLETE COPY OF THE SOiLS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS GR.ac%AtcAzA 4Ei5VlCWAav OPi4 /N.4eECevtE2VS /ZJoio ePp SIGNED: - -- SIGNED : 1,/ RGE NO.: 782 CEG : 2109 - EXP. DA IF.- 12/3112011 EXP. DATE : 513112012 - COAST GEOTHECHNiCAL CONSULTING ENGINEERS & GEOLOGIST Ex z 779 ACADEMY DRIVE SOLANA BEACH, CA. 92075 -I 85811755 -8622 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. 771E ENGINEER FUR7WER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CiTY OF ENCINITAS TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERM /NA77ON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND iT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO IND94NIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND i7S OFFICERS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN TH OUR i CQB CH AGENCY AND EMPLOYMENT AND ARISING BOUT OF THE PERFO BY NO SIGNATURE- -ll _ - - -- - - -- DATE : _ /Z -�o /0 - - '� L. vmz N C�APANi�MPO ENGINEERING, INC. -nw.l /' i .1 Ar . ADDRESS: 1034`5Ee9A 1NITAS, CA. 92024 V u v u 1- tC44}f4, PHONE NU 436- "vE 114 PIRES : 6 3012 1 fij- UNP -�IO (z,; A( 310 �'rWl�t �u(�S�ia� .f fiuQ. (p M-7 MP PROJECT STATUS SaVt M44 t4- j7uzle DRAWING NO. 10473 -G SHEET 1 OF 5 i v j� `y 07 1 �M P o 4 Z o w w z z z O U X K o w � a wWw ? � z Lu < I �V PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT IF vou&uk5 F. WGA�__ VAI'�, �h F � l *p" IZ,3( -1 �•G %VAL� 17 87110 f �ze STANDARD DATE SIN DATE ��O FOR � YcARS DATE SIGN DATE DATE DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVA DE Y: WN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT r rp r VLS t3 / 1L DESCRIPTION: "ENC -41" LOCATION: TURNOUT ON EAST SIDE OF HWY 101, 0.5 MILES NORTH OF CHESTERFIELD DRIVE RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL ELEVATION: 73.612' DATUM: NAVD88 HORIZONTAL: NONE VERTICAL: NONE PLAN R N CENT L. SAMPO RVISIONOF DATE: / C 10 R.C.E. -NOr-fi>tr Iq J / EXP.:�6i39(20h}' V'�I (� RECOMMENDED: A'F./VL AP ED MA 91H MAHIff C425 PETER COTA- ROBLES, C52176 311 6/ 2 O (' � �3D � // ]DATE DATE' GRADING PLAN FOR: HILL H O U S E 329 KILKENNY DRIVE CARDIFF, CA. APN : 261-145-28 PLANNINGCASENO: 05- 123CDP Z 3 747 / DRAWING NO. 10473 -G SHEET 1 OF 5 i v j� `y 07 1 �M P o 4 Z o w w z z z O U X K o w � a wWw ? � z Lu < I CONSTRUCTION NOTES. 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FOR ALL WORK TO BE PERFORMED IN THE PUBLIC RIGHT -OF -WAY OF KILKENNY DRIVE. 2 WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION DUE TO EXISTING GRADES AND SOIL ENGINEER RECOMMENDATIONS SOIL ENGINEER SHALL DETERMINE FINAL WALL FOOLING ELEVATIONS 3 FOR STORM WATER POLLUTION CONTROL BMP'S ROOF DOWNSPOUTS TO BE DISCHARGED INTO PLANTER AND LANDSCAPE AREAS PRIOR TO COLLECTION INTO THE PRIVATE STORM DRAIN SYSTEM AND TO THE SATISFACTION OF THE CITY ENGINEER. WATER SHALL NOT BE ALLOWED TO POND ON SITE AND DRAIN TOWARD BUILDING FOUNDATIONS 4. ALL ON -S17E STORM DRAIN, DRAINAGE SWALES, AND BMP AREAS ARE PR/VAIF AND SHALL BE MAINTAINED BY THE PROPERTY OWNER. 5. THE EXISTING ON -SITE TOPOGRAPHY SHOWN HEREON IS BASED ON CITY OF ENCINITAS AERIAL TOPOGRAPHY DATED APRIL 2005, PROVIDED BY THE OWNER. THE EXISTING TOPOGRAPHY SHOWN HEREON IN KILKENNY DRIVE AND OXFORD AVENUE IS FROM A FIELD SURVEY PERFORMED BY SAMPO ENGINEERING, INC. ON SEPTEMBER 9, 2009. 6. SEE SHEET 3 OF 5 FOR TEMPORARY EROSION CONTROL MEASURES AND CONSTRUCTION BEST MANAGEMENT PRACTICES Z PCC DRIVEWAY SHALL BE 4- (MIN) PCC REINFORCED WITH NO 3 REBAR ® 18' 01C EACH WAY IN BOTH DIRECTIONS OVER 2' CLEAN SAND OVER 12' OF 90% COMPACTED NATIVE SUBGRADE SOIL, UNLESS DETERMINED OTHERWISE BY THE SOILS ENGINEER. 8. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. (F ANY DISTURBANCE TO ADJACENT PROPERTIES IS AN7ICIPAIED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED & SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVA7E PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING & SUBMITTED TO THE CITY IS GROUND FOR A STOP WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. 9. CONTRACTOR TO LOCATE & VERIFY INVERT THE ELEVATION OF EXIST SEWER LATERAL AT THE POINT OF CONNECTION IN KILKENNY DRIVE PRIOR TO START OF WORK. THE ENGINEER OF WORK SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH THESE PLANS 10. A PRELIMINARY 777LE REPORT PREPARED BY LANDAMERICA COMMONWEALTH AS FILE NO 04605470 -53 DATED JUNE 8, 2005 WAS PROVIDED BY OWNER & REVIEWED FOR ON -SITE EASEMENTS THE FOLLOWING EASEMENTS HAVE NO EXACT LOCATION SETHFORN & THEREFORE CAN NOT BE PLOTTED.- o) EXIST EASEMENT TO COUNTY OF SAN DIEGO TO CONSTRUCT MAINTAIN OPERATE REPLACE, RREMOVE, RENEW & ENLARGE LINES OF PIPE, CONDUITS CABLES, WIRES, POLES & OTHER STRUCTURES, EQUIPMENT & FIXTURES FOR THE OPERATION OF GAS PIPELINES TELEPHONE LINES & FOR THE 7RANSFORMA77ON OR DISTRIBUTION OF ELECTRICAL ENERGY & WATER & I INCIDENTAL PURPOSES RECORDED OC70BER 17, 1977 AS FILE NO. 77- 425225 OF O.R. VEXIST. EASEMENT TO COUNTY OF SAN DIEGO TO CONSTRUCT, MAINTAIN OPERATE, REPLACE, REMOVE & RENEW SANITARY SEWERS, STORM DRAIN & APPURTENANT STRUCTURE INCLUDING ACCESS TO PR07ECT THE PROPERTY FROM ALL HAZARDS & INCIDENTAL PURPOSES, RECORDED OCTOBER 17, 1977 AS FILE NO. 77- 425225 OF O.R. THE FOLLOWING EASEMENT WAS CALCULATED PER RECORD DATA AND FOUND TO BE OFF-SITE.- a) EXISTING EASEMENT GRANTED TO SDI &E FOR PUBLIC UTILITIES, INGRESS AND EGRESS PURPOSES RECORDED APRIL 11, 1978 AS FILE NO. 78- 142840 OF O.R. 11. REFER TO ARCHITECTURAL PLANS FOR RETAINING WALL GUARDRAIL DESIGN & LIM17S ALONG NORTHERLY EDGE OF DRIVEWAY 12. REFER TO ARCHITECTURAL PLANS FOR DRAINAGE OFF ROOF & BUILDING DECKS 14. SEE SHEETS 4 & 5 FOR SHORING PLAN$ SPECIRCA77ONS & DETAILS DESIGN BY OTHERS KEY NOTES : Z = p W S 01, `U ' Q �'� I'r'C •� • Y w NOTE: MGR 3`lL 94ALL "3ANDY LOW 53L.ff SI A5 THE MIX SMALL- 0V7NJV 50-01- SAND. O APPROXIMATE LOCATION OF EXIST. 4' PVC SEWER LATERAL. CONTRACTOR TO - VERIFY 20 -301 colmST 11A�D1�lwAAVuy AVO LOCATION & ELEVATION PRIOR TO START OF WORK. THE ENGINEER OF WORK SHALL ll V IZAId / BE NOTIFIED OF ANY DISCREPANCIES WITH THESE PLANS �� ZD- ]U f• 1�P JdL. 4M SITS �/ RELOCATE EXISTING STREET NAME SIGN TO THE SATISFACTION OF THE CITY ENGINEER. 1r •_� �a 0 PROTECT EXISTING POWER POLE &LIGHT POST IN PLACE. 00 �j l�5 PROTECT EXIST SEWER MANHOLE (N- PLACE. z , ' IpArYalz$ (11 l l► 11 m FrwG�/ �r1.. Z: 111 7 IRA VE-1 ccc mhic7nn/`nnnf uniC un J N /r�= bL O7 RELOCA7E EXISTING STOP SIGN OUTSIDE NEW PCC DRIVEWAY AND TO THE �Z� O� SATISFACTION OF THE CITY OF ENCINITAS. �I W ec e o e a. 11 ® MASONRY RETAINING WALL PER SPECIAL DESIGN. SEE DETAIL 2 ON SHEET 3�� --'-� o D E N tRCy-I X155 l pp rj -va ppv. 0 6' WIDE PRIVATE 7RENCH DRAIN BY WDS' OR APPROVED EQUAL WITH STEEL , G L \ ' ro TRAFFIC GRATE. i "— 10 MECHANICAL CAR TURNING DEVICE BY BCAR77JRNER COMPANY' PRIVATE MECHANICAL I Mf F sit M5 O TURNER DEVICE SYSTEM DESIGN, PLANS & SPECIRCA77ON BY OTHERS 056mM 4„ 1'61�F P1 Ctiof�s O(tlnl� M I PP LE O VE�p.oW •QIY� .. _ 9 s 1' to >? rr F 06, �t EXIST EDGE OF AC PAVEMENT TO REMAIN / � O EXIST. FIRE HYDRANT CAUTI N1— Q CONTRACTOR TO VERIFY EXACT LOCA77 OF EXIST. WATER `C \ MAIN & ALL OTHER EXIST. UNDERGRO D U77LI77ES PA t�TO CONSTRUC770N. THE ENGINEER OF K SHALL�BE N071FlED P OF ANY DISCREPANCIES WITH THIS AN } 13 14 o M 5 2 EXIST l; EDGE OF PAVEMENT 3 TO REMAI � if d7 � t� l �'� 1l BUILDING SEWER P.O.C. IE 14244. PRIVA7E PCC PRESSURE SEWER CLEANOUT PER 1 - 1. _ gyp, o,� , SC -1. PRIVATE SEWER PUMP SYSTEM DESIGN, PLANS & SPECIFICATIONS BY OTHERS - NL I A y R 0tk . t;i is � C 160.25 t �h' . ��+ + ��� �ti +� �' !' � 5 FL 159.90 06 - - -- t - 3 pvc� If :m �rl�I1�fA� -.3- 3cr�. �Ip�s 12 DUAL WATER METER, 3/4' WATER METER FOR DOMESTIC & 1' WATER METER FOR _ �,� {7VC l7Q LAP 6\(;Ev �pN1 pl �•/ 2� ,' 7 DAYLIGHT LINE SPRINKLER SYSTEM PER WS 09 & WC 17� A V ajlrfls i A r Oy%4W& � � �t � 1 i , � • . ` ( � � r� / p o �, 3�� 13 20 WIDE TRENCH RESURFACING PER CITY OF ENCINITAS STANDARD DRAWING ,� _�QN � 1'IG` c(�L ���1'�I `L 1 � Jt. ��,'�_ •u' J S � q�� �a� �' ���� -" 14 CONNECT TO EXISTING 8' AC WATER MAIN. DISTRICT TO INSTALL NEW 1' COPPER `� ' ® l `� G��' ' SERVICE AND DUAL WATER METER, 314' WATER METER FOR DOMES77C USE & I- ��I�J T % QJ�S. �J �� SCALE: 1`10' METER FOR FIRE SPRINKLER PER WS 09 & NO 17 AT OWNERS EXPENSE r f�� cam? 6 5 Q 5 03 pp0 CONTRACTOR TO COORDINA7E WITH SAN DIEGUITO WATER DISTRICT PRIOR TO \��� \ rn s,,, ti0• 5 " �s CONNECTI i ON 0 5 10 20 30 0 PROTECT EXIST POWER POLE & 15 6' PCC CURB PER SDRSO G -1 APPROVED EXIST. 2' WDE ACCESS 46 LIMI7S OF MID LEVEL \ 1' f PROTECT EXIS SEWER LATERAL FOR APN 261 - 145 -26 & 27 IN PLACE CAUTION./!! DOC. NO. 2005 - 0116560 OF OR. ZG '/ LIMITS OF J RETAINING \ Z t!� 1�� 1�f��1 WALL& F0077 GS INAP ACE W EAIS77NG GRADES TO REMAI LIMITS OF BAPSEMENI LEVEL r)fj,' MASONRY RETAINING WALL PER 19 SEWER PUMP APPROXIMATE LOCATION. REFER TO ARCHITECTURAL PLANS FOR CONSTRUCT GUARDRAIL TO EXIST CMU WALL 0 36' F VARIES VARIES PEVIH 36 MIN COVER PER THE UPC & ABOVE TREAD NOSING SEE DETAIL 1, SHT 3 ❑3 PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE LOCATION, SPECIFICATIONS & DETAILS FOR SEWER SUMP PUMPS, VAULT & \� CONC STEPS & GUARDRAIL. PROTECT EXISTING MASONRY ° "� °r1y7r� PRESSURE PIPE SEE DETAIL 1, SHEET 3 RETAINING WALL IN PLACE 2® PRIVATE PCC PRESSURE SEWER CLEANOUT PER SC -1. PROTECT EXIS77NG MASONRY �, J 21 MASONRY RETAINING WALL PER SPECIAL DESIGN. SEE DETAIL NO. 1, SHEET 3 \ RETAINING WALL IN PLACE cp o -� OPEN SPACE EASEMENT GRANTED TO CITY OF 7' MIN. TO DA T. SOILS ENGINEER 00 22 DEMISH +/- 10 LF EXIST MASONRY RETAINING WALL ENCINITAS RECORDED 2011=02--:1 °•%AS REPORT TO RED DETERMINE DURING DOC No. 2�1_I_- 00�1�_ OF O.R. r pal t, NIS GUARDRAIL PER ARCH(TECIURAL PLANS SEE CONSTRUCTION NOTE N0. it MASONRY RETAINING WALL PER SPECIAL DESIGN. SEE DETAIL 2 ON °z SHEET 3 0 W� W� LAICEXISTING GRADE TO REMAIN GRAVITY RETAINING WALL PER SORSO C-9 � "0�, T) r( 1l if FOR BEST MANIA ES NOT TO BE FIT 7H _ DMb ENCINITAS le 14 —� C 112 —R le OF EXIST. DAYLIGHT LINE F_ • f ,l Pi 1 , RE ISIONS APPROVED EXIST. 2' WDE ACCESS GUY WRE (1224 -509) IN PLACE 10' t5l EASEMENT REC. 3116105 PER f PROTECT EXIS SEWER LATERAL FOR APN 261 - 145 -26 & 27 IN PLACE �s o� DOC. NO. 2005 - 0116560 OF OR. ZG '/ Z 1 / PRIVATE SEWER 0, .Q._��� 9 Ai�i7F-- 17fAl.R1M 59.30 EXIS77NG 'D' Z t!� 1�� $ � 2 W EAIS77NG GRADES TO REMAI 02 INSTALL GEOIEX WOVEN MONOFILAMENT MASONRY RETAINING WALL PER 2' SCH 80 PR VATS PVC PRESSURE SEWER a SPECIAL DESIGN. SEE DETAIL 2 `" GE07EX71LE (N0. 117F OR EQUAL). VARIES VARIES PEVIH 36 MIN COVER PER THE UPC & ON SHEET 3 ❑3 PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE 2 EXIST GRADE 70 REMAIN PROTECT EXISTING MASONRY ° "� °r1y7r� ROCK -LINED SWALE & ALL BMP S SHOWN HEREON. RETAINING WALL IN PLACE Ave43o (vT" N�clAD '4�4 7• /7 -IV �i 7' MIN. TO DA T. SOILS ENGINEER 00 REPORT TO RED DETERMINE DURING CONSNUCRON SEE CON57RUCRON PRI VA IE DRI WWA Y CROSS TC77ON NOTE N _ -_ - - -- pal t, NIS GUARDRAIL PER ARCH(TECIURAL PLANS SEE CONSTRUCTION NOTE N0. it MASONRY RETAINING WALL PER SPECIAL DESIGN. SEE DETAIL 2 ON °z SHEET 3 0 W� W� LAICEXISTING GRADE TO REMAIN GRAVITY RETAINING WALL PER SORSO C-9 � "0�, T) r( 1l if FOR BEST MANIA ES NOT TO BE FIT 7H _ DMb ENCINITAS le 14 —� C 112 —R le OF EXIST. DAYLIGHT LINE F_ • f ,l Pi 1 , MID 'UPPER FF : 146.67 �1 </ MD_LFYEL ;_FF—_ 19 NEW-6ARA€ PAD : 135.J GF 146.67 %WT -L€lR PAD : 125.3 h �/ n) • I r p�y-II13�" k y, OPEN SPACE EASE T GRANTED TO CITY OF ENCINITAS RECORDED AS- DOC Ne. -�- --= � £ ,— - --- :^ X71BSI17A"g RE ISIONS APPROVED DATE GUY WRE (1224 -509) IN PLACE PRIVATE RIP -RAP ROCK -LINED BEST SCALE f PROTECT EXIS SEWER LATERAL FOR APN 261 - 145 -26 & 27 IN PLACE �s o� ZG '/ �1'�p/ / 1 / PRIVATE SEWER 0, .Q._��� 9 Ai�i7F-- 17fAl.R1M 59.30 EXIS77NG 'D' I t!� 1�� 2 (MAX) IE 1563 (IN) / IE 145.46 (OUT). SEE DETAIL 02 INSTALL GEOIEX WOVEN MONOFILAMENT 4'- 2' SCH 80 PR VATS PVC PRESSURE SEWER CONSTRUCT 5' NOE - 314' CRUSHED ROCK TO PREVENT EROSION OF EXIST GRADE. MATCH GE07EX71LE (N0. 117F OR EQUAL). /vl PEVIH 36 MIN COVER PER THE UPC & MID 'UPPER FF : 146.67 �1 </ MD_LFYEL ;_FF—_ 19 NEW-6ARA€ PAD : 135.J GF 146.67 %WT -L€lR PAD : 125.3 h �/ n) • I r p�y-II13�" k y, OPEN SPACE EASE T GRANTED TO CITY OF ENCINITAS RECORDED AS- DOC Ne. -�- --= � £ ,— - --- :^ X71BSI17A"g r2w-•® ,r• _ 3/4,"A OM INDICATES ELEVATION PER PLAN ITMA - UNED SWALE CROSS SECTION SA7ISFAC770N OF Cl fl ENCINITAS c fTp y ISL3 EXIST 2' WIDE ACCESS EASEMENT REC 03/16105 PER DOC. NO. 2005 - 0216560 _ OF OFFICIAL RECORDS 8 (FG lyjg0 ROTECT EXIST WALL r TTY 1q�¢ ) IN -PLACE ON ADJACENT 11 � �, ii1 0,LEA•4 A PROPERTY ° lXl- 0 �v �` J4? MI IS OF DRIVEWAY ABOVE GRADE l Gl o � 1j J f O (Pro V A4, J -- _ 4ul?, FAQ t'S NIS VJ RE ISIONS APPROVED DATE REFERENCES PRIVATE RIP -RAP ROCK -LINED BEST SCALE f MANAGEMENT PRACTI BE MOD(RED iN THOU T NOTES• ®- PERMISSION OF OF ENCINITAS 5' I PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. 2 (MAX) ;:: 4 02 INSTALL GEOIEX WOVEN MONOFILAMENT 4'- 4• CONSTRUCT 5' NOE - 314' CRUSHED ROCK TO PREVENT EROSION OF EXIST GRADE. MATCH GE07EX71LE (N0. 117F OR EQUAL). /vl r / EXIST GRADE AT THE EDGE ❑3 PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE 2 2 ROCK -LINED SWALE & ALL BMP S SHOWN HEREON. Ave43o (vT" N�clAD '4�4 7• /7 -IV r2w-•® ,r• _ 3/4,"A OM INDICATES ELEVATION PER PLAN ITMA - UNED SWALE CROSS SECTION SA7ISFAC770N OF Cl fl ENCINITAS c fTp y ISL3 EXIST 2' WIDE ACCESS EASEMENT REC 03/16105 PER DOC. NO. 2005 - 0216560 _ OF OFFICIAL RECORDS 8 (FG lyjg0 ROTECT EXIST WALL r TTY 1q�¢ ) IN -PLACE ON ADJACENT 11 � �, ii1 0,LEA•4 A PROPERTY ° lXl- 0 �v �` J4? MI IS OF DRIVEWAY ABOVE GRADE l Gl o � 1j J f O (Pro V A4, J -- _ 4ul?, FAQ t'S NIS VJ RE ISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE CITY OF ENCINITAS SURVEY CONTROL NETWORK - STATION ENC -41' 2' BRASS DISK LOCATED IN TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD DRIVE ELEV.: 73.612' DATUM. - NAVD 88 HORIZ : NOW VERT : 1' = 10' 14- lti /vl r / ` 2 Y2 Wla. N Ave43o (vT" N�clAD '4�4 7• /7 -IV NIS PLANS N OF 12 ��-it7 6 10 C.E N0.: 4 �n J v J kl i TVA 141 f. lh LIMITS OF GARAGE ABOVE GRADE I _ DAYLIGHT LINE - �U'1IIT5 OF BUl p ON GZRAD 1� p, .ave, ?-_ � s' - v 1 9 vi vlo P , ,w 1, % 4, l T"ot✓ t� - 4 l Ir.('1'Cj •pinA P T �� r % %W -1 �. _._ .. t V` CITY OF ENCINITAS ED APPROVED GRADING PLAN FOR : HILL HOUSE BY: KILKENNY AVENUE, ENCINITAS, CA. DATE CNI I,yt* r oau �h tit-, 5 0 o z h ' z o Fr W Z w ..Z DRAWING NO. w O R 10473 -G 0 SHEET 2 OF 5 W1 v%Aw S rs'E Kl - Mfll I� LKS VE6ig Ill5f w, 14 •PVC VP0 p tY�S 'PST EDGI 7F AG PAVEMENT 4VE GONG RIBBON GUTTER KLATCH aT EXIST EDGE AC PAVEMENT o N r y EXIST t`dRE HYI7RAN? u�. T 1 Q `:ONTRACTOR TO VERIFY EXACT LOCAFSHALL,81' OF EXIST WA TVA? iN & ALL OTHER EXIST UNDERGRD UPLITIE' NS7RUGRON. THE ENGINEER OF WO OF ANY DISCREPANCIES 'ACTH THIS dAN.i .. y Pr pv� (�lns pow). PROTECT EXISTING MASONRY RETAINING. �� 10 s 6 r !FALL IN PLACE � / END NEW t WIDE 0`L,u � -� -- e'O MATCH FLOW' LINE A, EXIST EDvE C °^ '' ^. T1V l�i 6 ►� �v E��IF�'. BAY(GHTUNE �TiING URLITYEAS NT VACATED RFC. AJGiaT24, iG P` _ E / 11-e Ali 6r_ o f 1p�'• � DDC N0.2004- 080o498�OF OFFICIAL 2£" "ORDS. FAVS OF YIpE. o,�� - ) S — M I ptsSt� S�� , " � Erb �Z�— � TI �� �,1>>i - -� �,-�� , » � � ��, ,,� " � CALE 1 10 A ! I \ �; r \ �� �" �" / ��r "ROTECFfXiST P0( POLE & 0 5 10 20 30 TEMPORARY INLET PR07EC110N GUY �rRE f24 -509) IN PLACE V PER DETAIL 'F' AND CALTRANS PRO7EGT EXIST SEWER LATERAL FOR APN 261-145-26 & 2, , ►� ��C IY� -To G10I�AE�.T �!� ►' C� �I YES • r� � CAUTION... STANDARD SE-10 (TYP) � � � � � '� � / PRIVA EWER ,MANHOLE PER WAS SM-09 (MODIFTO ©�3 111 r 7t�� IF '56.J E 145.46 (OUT SEC t?': ►� �E>Zt% Ave, (N 0 L�5 v 0 Wei -f D T'(0 M 0i 301V. ,�Ir� Y> , Exi�TfNG r ( 1- 0� 2" SGN PRIVATE PYC ` `l �/ /�, .r t� p GUAM ' TO EXIST CMU MALL 0 36' E SARSFAC71B F Y EN ior.: , , �.. lj OLIN 1'Vt, V I J OM _5OF• U44Q-TIV�• -- ♦ ii _ i. MIN, CUVE SEE DETAIL 1, SHT i J �, _ ee Cl u EMAIL V AND CALTRA SER 13 11/ v1" u i l ft" t6-n (� 7 kI • \ ;STEPS & GLrARBRAtI. ° "� �y __ / —� y 7 J 3 EXT ' 61 DE ACCESS SEMENT P,EG DETAIL SE -1 (TYP) l'� �/ 1 SEE DETAIL ', SHEET 3 1£ f 03116105 PER BOC. N0, a5­0276,560 '-� / ��. ' - " �, OF OFFICIAL RECORDS � l a � O U� �� � � �� � PIPE • PROTECT FXIS77NG MASONRY TEMPORARY STABILIZED ®_ RETAINING WALL IN PLACE i A CONSTRUCTION ENTRANCE PER S �oRl l OPEN SPACE EASEMENT GRANTED TO CITY OF �� T ,H, Q _ �� jZ�-� V15SIYA -109 PP _IZ St�11 Ord /'f�-1 IS SCI'. lE), \, F �E ENCINITAS RECORDED --------- — AS �y i �j� _ DETAIL AND CAL 1RANS y% STANDARD TC 1 TYPE 2 S��R�S�o DOG ND. _ -- ___ -- -- _ OF D.R. ��� VELOCITY CHECK DAM TEMPORARY t.6 LF - PRIVATE 6" PVG PER DETAIL 'G' AND CAL NS r? sro M BRAIN PIPE 0 STANDARD SE -4 & SE-8 T1P) lZ✓' 1�1 "1�1, � `t I V f �.� 5��� I t lJ, ,Ei; �, / / s .�- F� � �3 0. _ ' % } ;.a _._ t- 7.3T - air- ---- -- - - _- -- 11, � X 2 S `C. T L --� - -_ —_ r o DAYIT LINE % - 4l 1F �� �i !� 1 STORM DRAIN CLEANOUT BY WDS' i �! NEW RESIDENCE �� � -- T � - - - -- - o.cTMAX." a1 N - d , UPPER FF : 146.67 ITS DF GARAGE ABOVE GRADE PRIVATETMARAP DR ROCK-LINED TICE SWALE 2�iQ� � ,� � �0 B LINE � � PhR�+coug W! 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Sr-1 FOR ScT 1N �Po xY y ' ! Cdu + > ! 2 t (�x 6 key . _ —.__.. IF FIRST APPROVED BY THE ENGINEER OF NORK AND ADDITIONAL INFORMADON THE INSPECTOR M - * r{ PpFESSIpA, • y'L, ._.._5-o Wl DE dL �} � .. ..� TYPICAL SILT FENCE ��J`s E. c ; RETAINING WALL @ STAIRS DETAIL N0. 1 RETAINING WALL DETAIL N0. 2 n � �� m � , NTS NO SCALE U * + THE S7RUCTURAL DESIGN & DETAILS SHOWN HEREON WERE PREPARED NIS mrgT Q IL Q�.P �, BY : ZIJSTRA ARCHITECTURE F OF CA 731 S HIGHWAY 101 SU17E 1L, SOLANA BEACH, CA. 92075 PHONE NO. 856 / 155 - 3360 SAMPO ENGINEERING INC. ASSUMES NO LIABILITY FOR THE S7RUC7URAL ENGINEERING DESIGN & DETAILS OF RETAINING WALLS R VISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE BY RcP BY a ar CITY OF ENCINITAS DRAWING NO. CITY OF ENCINITAS SURVEY CONTROL NETWORK - HORIZ : NONE PLANS fRE D ERl1 ON OF APPROVED ER0SI0N CONTROL PLAN FOR STATION 'ENC-41' 2' BRASS DISK LOCATED IN 7URNOUT ON THE 1 /Z /1L. /v ECOMMENDED EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF U (� A� �� HILL HOUSE 10473—G 71 �l• 1 L CHES7ERFIELDDRIVE 11 1'= 10' R..E. NO.:- 44173-- KILKENNY AVENUE, ENCINITAS, CA. BY: BY: SHEET 3 OF 5 ELEV.: 73.612 DATUM. NAVD 88 VINCENT L.� �K 1 iE� 1� DATE : 51 (►0 p u I I DALE: � r.,� /ice A5 -ft)I Vr 05"lli 311- W 94 7'17- L M _O s � w . ,, z z z SHOEING? AND SOLDIER PILE NOTES 1. UNLESS OTHERWISE NOTED, THE SHORING AND SUPPORT SYSTEMS DEPICTED WITHIN THESE DRAWINGS ARE TEMPORARY SYSTEMS WITH A LIMITED STRUCTURAL LIFE. THEY ARE INTENDED TO FACILITATE THE CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURES MUST BE DESIGNED TO ACCOMMODATE ALL APLLICABLE LOADS ON A PERMANENT BASIS. 2. GENERAL SITE EXCAVATION SHALL BE COORDINATED WITH THE INSTALLATION OF THE SHORING SYSTEM TO ENSURE SAFE WORKING CONDITIONS AND TO PREVENT THE LOSS OF GROUND AND THE CAVING OF BANKS. 3. PILE DRIVING EQUIPMENT, DRILL EQUIPMENT AND CRANES SHALL NOT BE LOCATED WITHIN TEN (10) FEET OF THE SHORING BULKHEAD UNLESS SPECIFICALLY PROVIDED FOR IN THE DESIGN AND SPECIFICALLY SHOWN IN THESE DRAWINGS. 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS TO THE SNORING ENGINEER 5. THE GENERAL CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO ENSURE PROVISIONS OF POCKETS, BLOCKOUTS, OFFSETS AND ANY OTHER ITEMS THAT MIGHT BE IN CONFLICT WITH, OR AFFECTED BY, THE SHORING. 6. ALL INSPECTIONS SERVICES, MATERIAL TESTING OR NOTIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 1. ALL STRUCTURAL DETAILS OR SHAPES SHOWN ARE THOSE UTILIZED FOR DESIGN. ALTERNATE DETAILS, CONNECTIONS, SHAPES AND /OR MATERIALS MAY BE USED SUBJECT TO THE APPROVAL OF THE SHORING ENGINEER. S. THE GENERAL CONTRACTOR SHALL PERFORM A PRE - CONSTRUCTION SURVEY AND ESTABLISH MONUMENTS FROM EXISTING ADJACENT STRUCTURES PRIOR RO THE START OF SHORING WORK S. TO PRECENT ENCROACHMENT INTO THE PROPOSED STRUCTURE WALLS, THE CONTRACTOR SHALL MONITOR THE FACE OF EACH AND EVERY SOLIDIER PILE AT POINTS ALONG THEIR LENGTH AS THE EXCAVATION DESCENDS ON A WEEKLY BASIS, SURVEY DATA SHALL BE REDUCED AND INTERPRETED AND TRANSMITTED TO THE SHORING ENGINEER 10. HOLES FOR SOLDIER BEAMS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE SHORING ENGINEER SOLDIER BEAMS SHALL BE DRIVEN INTO POSITION OR PLACED IN DRILLED SHAFTS AS SHOWN IN THE SECTION/DETAILS. 11. LINES AND GRADES ARE TO BE ESTABLISHED BY THE GENERAL CONTRACTOR TO ENSURE PROPER TOE EMBEDMENT BELOW SUBGRADE AND HORIZONTAL ALIGNMENT. PLACE SOLDIER BEAMS VERTICALLY IN ACCORDANCE WITH THE LOCATIONS SHOWN HEREIN. ALLOWABLE PLACEMENT TOLERANCE SHALL BE 2° IN AND 2" OUT OR AS OTHERWISE AUTHORISED BY THE SHORING ENGINEER 12. INSTALL SOLDIER BEAMS TO THE EMBEDMENT SHOWN. IF BEAMS ARE PLACED IN PRE - DRILLED SHAFTS, BACKFILL THE TOE WITH EITHER LEAN CONCRETE OR HARD ROCK CONCRETE AS SHOWN IN THE DETAILS. FILL THE REMAINDER OF THE SHAFT WITH LEAN CONCRETE. 13. START EXCAVATION AND LAGGING IN LIFTS NOT GREATER THAN FIVE (5) FEET OR AS OTHERWISE AUTHORIZED BY THE SHORING ENGINEER CONTINUE THIS EXCAVATION /LAGGING PROCEDURE UNTIL BOTTOM OF EXCAVATION IS REACHED. FOUNDATION NOTES L MAXIMUM DESIGN SOIL PRESSURE: 8000 POP PILE FOOTINGS: 8000 POP PAD FOOTINGS: POP 2. SEE SOILS REPORT BY: COAST GEOTECHNICAL PROJECT NO.: W.O.P. - 439I14 DATED: MARCH It. 2010 3. ALL FOOTINGS TO BE A MINIMUM OF: BELOW NATURAL GRADE - BELOW FINISH GRADE 4. SOILS COMPACTION AND SITE PREPARATION TO BE M ACCORDANCE - WITH SOILS REPORT. ALL WORK TO BE DONE UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER 5. FINISH EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH LOOSE MATERIAL REMOVED FROM EXCAVATION. b. THE FOOTING EXCAVATIONS SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATER AND, BEFORE ANY FOOTING CONCRETE IS PLACED, SHALL BE CHECKED AND APPROVED BY A QUALIFIED GEOTECHNICAL ENGINEER TO INSURE COMPLIANCE WITH THE REQUIREMENTS. 1. SIDE OF FOUNDATION MAY BE POURED AGAINST STABLE EARTH (U.O.N.) 8. METHOD OF SUPPORTING REINFORCING PIPE SLEEVES MUST BE APPROVED BY THE STRUCTURAL ENGINEER 9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC., ENCOUNTERED DURING EXCAVATION AND BACKPILLING. 10. CONTRACTOR TO BRACE OR PROTECT FROM LATERAL LOADS ALL RETAINING WALLS UNTIL ATTACHING FLOORS OR SLABS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH, OR SHEATHED. 11. FOOTING BACK-ILL AND UTILITY TRENCH BACKPILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYER TO THE APPROVAL OF THE GEOTECHNICAL OR STRUCTURAL ENGINEER. FLOODING WILL NOT BE PERMITTED (U.O.N.) 12. ALL HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 13. ALL SILL PLATES (P.T.D.F.) WITH 5/9"0 A.B. x 12' AT 48" (II.O.N. ON PLANS) W/ l/4 "x3 "x3" PLATE WASHER. 14. MINIMUM A.B. SPACING: 5/8' 0 A.B.'S • 60" • EXTERIOR WALLS (U.O.N.). 1/32"0 ITW RAMSET/REDHEAD PIN m 32'. (ICC -ESR 1119) FOR INTERIOR WALLS WITH WALLS SHEAR LESS THAN IOV -IFT_ ONLY. 15. FOR ADDITIONAL DIMENSIONS SEE ARCHITECTURAL DRAWINGS. I6. POST TENSION SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION CONCRETE NOTES I. CONCRETE IN ALL WORK SHALL HAVE THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS EXCEPT AS MODIFIED BY THESE NOTES: A. SLAB ON GRADE (NO OP. INSP.) PSI B. PILES C. WALLS 0. CIP BEAMS 4 STRUCTURAL SLABS 2500 PSI E. COLUMNS PSI F. POST TENSION SLAB PSI G. GRADE BEAMS (W'S) PSI H. CONCRETE OVER STEEL DECKS PSI 2. LIGHT WEIGHT CONCRETE SHALL BE AIR ENTRAINED AND HAVE A DENSITY RANGE OF 115 PCF MAXIMUM AND 100 PCF MINIMUM. 3. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER WHEN CONCRETE REQUIRES SPECIAL INSPECTION. (SPEC. INSP. WILL BE REQUIRED FOR ALL CONC, W/ F'C GREATER THAN 2500 PSI.) 4. CEMENT SHALL CONFORM TO ASTM C -150, TYPE 1 OR TYPE IL 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C -33. AGGREGATE FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C -330 6. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C- 94 -81. 1. ADMIXTURES MAY BE USED WITH THE PRIOR APPROVAL OF THE ENGINEER. ADMIXTURE (COMPLYING WITH ASTM A494) USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. (CALCIUM CHLORIDE SHALL NOT BE USED). S. WATER SHALL BE CLEAN, FREE FROM DELETERIOUS AMOUNT OF ACIDS, ALKALIS OR ORGANIC MATERIALS. 9. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT OF DEPRESSIONS, CURBS, AND RAMPS. 10. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME SIZE, GRADE AND SPACING AS VERTICAL WALL REINFORCING. (U.O.N.). 11. SLUMPS: THE MAXIMUM SLUMP SHALL NOT EXCEED 4" FOR FOOTINGS, SLABS ON EARTH AND MASS CONCRETE AND 5" FOR OTHER CONCRETE. DURING TEMPERATURES ABOVE 80 F, MAXIMUM OF 6' SLUMP IS PERMISSIBLE PROVIDED THE MIX DESIGN IS REVISED ACCORDINGLY BY THE TESTING LABORATORY. MEASURE SLUMP IN ACCORDANCE WITH 'METHOD OF TEST FOR SLUMP" OF PORTLAND CEMENT CONCRETE ASTM CI43. 12. NO SLEEVES OR CHASES SHALL BE PLACED IN BEAMS, SLABS OR WALLS EXCEPT AS SHOWN ON PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL SLEEVES OR CHASES. NO CONDUIT SHALL BE PLACED IN THE CONCRETE TOPPING OVER STEEL DECKING. 13. SLEEVE PLUMBING OPENINGS IN CONCRETE WALLS AND SLABS BEFORE PLACING CONCRETE. BEND REINFORCEMENT AROUND SLEEVES. 14. PROJECTING CORNER OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH A 9/4" CHAMFER 15. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 16. IN THE EVENT OF AN UNINTENTIONAL COLD JOINT, THE CONTRACTOR SHALL REMOVE ALL LAMENCE AND DELETERIOUS MATERIAL TO PROVIDE A WIND, CLEAN, ROUGH SURFACE AND USE A BONDING AGENT THAT PRODUCES A HIGHER STRENGTH JOINT THAN THE CONCRETE USED - PC + 25% MINIMUM. 11. CONCRETE COVER SHALL BE IN ACCORDANCE WITH SECTION 1.1 O: ACI 318. 18. DO NOT DISPLACE REBAR FROM THEIR INTENDED POSITIONS DURING PLACEMENT OF CONCRETE. 1 HTKKUSHKAKI S T R U C T U R A L E N G I N E E R S 14288 Danielson Street . Suite #200 Poway, CA 92064 -8819 (858) 679 -8989 . Fax (858) 679 -8959 GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK AND THE DESIGNER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE DRAWINGS. 2. ALL CM155IONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 3. NO PIPES OR DUCTS SHALL BE PLACED IN WALLS UNLESS SPECIFICALLY SHOWN OR NOTED ON STRUCTURAL DRAWINGS. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC., UNLESS NOTED. 4. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF EXISTING UTILITY SERVICES IN THE AFMA TO BE EXCAVATED PRIOR TO BEGINNING CF EXCAVATION. 5. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2007 EDITION O' THE "CALIFORNIA BUILDING CODE ". 6. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING, SHORING AND SUPPORT NECESSARY TO ACHIEVE THE FINISHED STRUCTURE: •0p 4/ I. ALL WOOD MEMBERS SHALL BE DOUGLAS FIR (D.F.) OR LARCH WITH THE GRADE MARKED BY A RECOGNIZED GRADING AGENCY (W.C.L.A. AND W.W.P.A.). 2. WOOD GRADES (UNLESS OTHERWISE NOTED) A. FOR HORIZONTAL MEMBERS: JOISTS 4 RAFTERS GRADE: NO. 2 BEAMS 4 STRINGERS GRADE: NO. 2 (U.O.N.) PURLINS GRADE: NO.I SUB- PURLINS: 2X4 GRADE: NO.I 2X6 GRADE: NO.2 LEDGERS 4 NAILER GRADE: NO. 2 HEADER GRADE: NO. 2 (U.O.N.) B. FOR VERTICAL MEMBER, TOP 4 BOTTOM PLATES: MATCH VERTICAL MEMBER, GRADE 02 MIN. (U.O.N.). 4X POST GRADE: NO. 2 6X POST GRADE: NO. I STUDS: GRADE: STUD OR BETTER 10' MAX. (U.O.N.) 3. ALL SILLS, PLATES 4 LEDGER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED (P.T.p.F.). BOLTS SHALL BE PLACED 9' MAX. FROM THE END OF A BOARD OR A NOTCH IN THE BOARD AND SPACED AT INTERVALS NOTED IN PLANS OR SCHEDULES. ( 2 BOLTS MIN./PIECE). 4. ALL PLYWOOD AND 088 SHALL BE CERTIFIED AS CONFORMING TO U.S. PRODUCTS STANDARD PS -2 -92 BY A CERTIFICATION AGENCY APPROVED BY THE NATIONAL EVALUATION SERVICES INC. OR [CC. 5. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE WASHER. ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/16' MAXIMUM DIAMETER LARGER THAN NOMINAL BOLT DIAMETER 6. PROVIDE JOIST(S) UNDER ALL PARALLEL NON- BEARING PARTITIONS PER DETAIL II /SP2 AND SOLID BLOCKING UNDER ALL PERPENDICULAR NON - BEARING PARTITIONS. 1. ALL FRAMING ANCHOR, POST CAPS, COL. BASES, ETC. NOTED ARE MANUFACTURED BY 'SIMPSON' OR APPROVED EQUAL. OTHER HARDWARE COMPANIES (I.E. ACS, USP) MAY BE SUBSTITUTED PROVIDED ALL PRODUCTS HAVE A CURRENT ICC REPORTS AND EQUIVALENT LOAD CAPACITIES. USE COMMON NAILS AS SPECIFIED BY MANUFACTURER. S. PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH ONE CONTINUOUS BEAD OF AN ADHESIVE COMPOUND CONFORMING TO ASTM D 3024, AND IN ACCORDANCE WITH MANUFACTURER DIRECTIONS. 9. CUTTING, NOTCHING OR DRILLING OF BEAMS OR JOISTS SHALL BE PERMITTED ONLY AS DETAILED OR APPROVED BY THE ENGINEER AND /OR PER CBC SECTION 2308. 10. BOLTS IN WOOD SHALL NOT BE LESS THAN 1 DIAMETER FROM THE END AND 4 DIAMETER FROM THE EDGE OF THE MEMBER (U.O.N.). 11. MOISTURE CONTENT OF WOOD AT TIME OF PLACING SHALL NOT EXCEED 19 e. 12. ALL NAILS SHALL BE COMMON NAILS (U.O.N.). 13. FASTENER FOR PRESERVATIVE - TREATED AND FIRE- RETARDANT - TREATED WOOD SHALL BE OF HOT DIPPED ZINC- COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER WITH WEIGHTS PER ASTM A 153. FASTNER OTHER THAN NAILS, AND SCREWS SHALL BE PEF411MD TO BE O= MECHANICALLY DEPOSITED ZINC COATED STEEL WITH WEIGHTS PER ASTM B 695, CLASS 55 MINIMUM. STRUCTURAL STEEL NOTES I. STRUCTURAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE "RISC SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS", LATEST EDITION. 2. ALL STEEL SHAPES, PLATES AND BAR SHALL CONFORM TO ASTM A36 (U.O.N.). 3. USE GRADE 50, A512 OR DUAL CERTIFIED FOR WIDE FLANGE BEAMS AND COLUMNS. 4. ALL STRUCTURAL TUBING SHALL CONFORM TO ASTM -A500, GRADE 'B' F•46.kef 5. ALL STEEL PIPES SHALL CONFORM TO ASTM -A53 GRADE -B. 6. MACHINE BOLTS, ANCHOR BOLTS, SHALL CONFORM TO ASTM A -301 (U.O.N.). 1. NUTS FOR MACHINE BOLTS SHALL CONFORM TO ASTM A563, HEX GRADE "A ". 8. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325. S. NUTS FOR HIGH STRENGTH BOLTS SHALL BE HEAVY HEX, GRADE 'C" CONFORMING WITH ASTM A563. 10. ALL WELDING SHALL CONFORM TO A.W.S. STANDARDS. WELDING SHALL BE PERFORMED BY WELDER HAVING A CURRENT CERTIFICATE. WELDS IDENTIFIED AS REQUIRING CONTINUOUS SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN THE WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP. HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1104.2 THE CERTIFICATE OF COMPLIANCE SHALL BE SUBMITTED TO THE INSPECTOR PRIOR TO ERECTION OF THE I'1REFABRICATED COMPONENTS. PRIOR TO THE START OF WORK THE SPECIAL INSPECTOR SHALL CHECK WELDER QUALIFICATIONS AND VERIFY THAT WELDING PROCEDURE SPECIFICATIONS HAVE BEEN APPROVED AND ARE APPLICABLE TO THE WORK INTENDED. THE SPECIAL INSPECTOR SHALL CONTINUOUSLY OBSERVE THE WELDING WHILE BEING PERFORMED. It. ALL WELDING SHALL CONFORM TO CBC SECTION 1104.3 U.O.N. 12. ALL WELDS TO BE E10XX. 13. ALL FIELD WELDS TO BE SPECIAL INSPECTED. U.O.N. ON PLANS. 14. ALL FULL PENETRATION GROVE WELDS FOR DUCTILE MOMENT FRAME MEMBER SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO THE LATEST EDITION OF AWS DI.1 SECTIONS 5 AND 6. 15. WEB CONNECTION OF RIGID FRAME BEAMS SHALL NOT BE TIGHTENED UNTIL FLANGE WELDS ARE COMPLETE ALONG EACH LINE OF COLUMNS AT EACH LINE OF FLOOR 16. HIGH STRENGTH BOLTING OF MAIN MEMBER: A. NON -RIGID FRAME CONNECTIONS LISTED BELOW SHALL HAVE ASTM A325N OR OR ASTM A490N HIGH STRENGTH BOLTS U.O.N. 1. BEAMS AND GIRDERS TO COLUMNS 2. BEAMS TO GIRDER 3. BEAMS TO BEAMS B. NON -RIGID FRAME CONNECTIONS (GIRDER TO COLUMNS): ASTM A325SC OR ASTM A490SC HIGH STRENGTH BOLTS U.O.N. C. OTHER HIGH STRENGTH A325 BOLTS TO BE TESTED OCCASIONALLY AS DIRECTED BY THE STRUCTURAL ENGINEER STATEMENT OF SPECIAL INSPECTIONS MATERIAL, SYSTEM, COMPONENT AND TYPE OF SPEC. INSP. INSPECTION NOTES WORK REQUIRED TO HAVE SPEC. INSP. CONTINUOUS PERIODIC SOILS: VERIFY MATERIAL BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN X BEARING CAPACITY VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED X PROPER MATERIAL PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS X VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF X CONTROLLED FILL PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED X PROPERLY CONCRETE: FOUNDATIONS WITH f'c 5 2500 PSI NOT REQUIRED INSPECTION OF REINF. STEEL, INCLUDING X ACI 318: 3.5,1.1 -1.1 PRESTRESSING TENDONS, AND PLACEMENT VERIFYING USE OF REQUIRED DESIGN MIX X ACI 318: CHAPTER 4,5.2-5.4 TAKING TEST SAMPLES X ACI 318: 5.6, 5.8 INSPECTION OF CONCRETE ACI 318: 5.9, 5.10 AND SHOTCRETE PLACEMENT X INSPECTION FOR MAINTENANCE OF ACI 315: 5.9, 5.10 SPECIFIED CURING TEMP. AND TECHNIQUE X APPLICATION OF PRESTRESSING FORCES X ACI 318: 18.20 GROUTING OF BONDED PRESTRESSING ACI 319:18.18.4 TENDONS IN THE SEISMIC FORCE X RESIOTINCs SYSTEM ERECTION OF: PRECAST MEMBER X ACI 318: CHAPTER 16 VERIFICATION OF IN -SITU CONCRETE ACI 318: 61 STRENGTH PRIOR TO STRESSING OF TENDONS IN POST - TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND X FORMS FROM BEAMS AND STRUCTURAL SLABS. INSPECT FORMWORK FOR SHAPE, ACI 318: 6.1.1 LOCATION AND DIMENSIONS OF THE X CONCRETE MEMBER BEING FORMED. STRUCTURAL STEEL (WELDING): COMPLETE AND PARTIAL GROOVE WELDS X SPECIAL INSPECTION OP THE STEEL FABRICATION PROCESS SHALL NOT BE REQUIRED WHERE THE FABRICATOR DOES NOT PERFORM ANY WELDING, THERMAL CUTTING OR MULTIPASS FILLET WELDS X SINGLE -PASS FILLET WELDS > 5/165 X SINGLE -PASS FILLET WELDS S 5/16' X HEATING OPERATIONS OF ANY KIND AS PART OF THE FABRICATION PROCESS. (AWS DI-1, AWS DI.3, ACI 318 - 3.5.2) FLOOR AND ROOF DECK WELDS X WELDED STUDS FOR STUC'L DIAPHRAGMS X WHERE THE WORK IS DONE ON THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF PREMISES OF A FABRICATOR REGISTERED COMPLIANCE TO THE BUILDING OFFICIAL AND APPROVED TO PERFORM SUCH wow NOT REQUIRED STATING THAT THE WORK WAS PERFORMED IN WITHOUT SPECIAL INSPECTION ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. PIER FOUNDATIONS: PLACEMENT OF REINFORCING X PLACEMENT OF CONCRETE X SPECIAL INSPECTION GI NEPAL NOTES I. THE OWNER OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTOR TO PROVIDE INSPECTION DURING CONSTRCUTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING O PICIAL, FOR INSPECTION O° THE PARTICUAL TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION 2. THE CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CHAPTER 11 OF THE BUILDING CODE. SPECIAL INSPECTION IS IN ADDITION TO, NOT A SU55TITUE FOR INSPECTION REQUIRED TO BE PERFORMED BY A CITY BUILDING INSPECTOR. 3. WHEN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION IS PERFORMED SIMULTANEOUSLY, OR THE LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED PER THE STATEMENT OF INSPECTIONS AND SECTION 1105 OF THE BUILDING CODE, IT SHALL BE THE AGENCY'S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTOR TO ASSURE THAT THE REQUIRED INSPECTIONS ARE PROVIDED. 4. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. EXCEPTIONS: A. SOILS INSPECTION SHALL BE PROVIDED BY THE GEOTECHNICAL ENGINEER OF RECORD B. SMOKE CONTROL SYSTEM INSPECTIONS SHALL BE PERFORMED BY MECHANICAL ENGINEER OF RECORD C. WHEN THIS REQUIREMENT IS WAIVED BY THE BUILDING OFFICIAL 5. IT 18 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORDING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK INSTALLED, PERFORMED, OR COVERED WITHOUT REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL OR EXPOSURE. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS, AND STRUCTURAL OBSERVATIONS MUST BE COMPLETED BY THE PROPERTY OWNER PROPERTY OWNER'S AGENT OF RECORD. ARCHITECT OF RECORD OR, ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. 1. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENTS, S. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL JURISDICTION, DEVELOPMENT SERVICES FOR THE FABRICATIONS OF MEMBER AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO COMMENCEMENT OF FABRICATION, FABRICATOR SHALL SUBMIT A "CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. 9. WHERE MATERIALS OF ASSEMBLIES ARE REQUIRED BY THE BUILDING CODE TO BE LABELED, SUCH MATERIALS AND ASSEMBLIES SHALL BE LABELED BY AN AGENCY APPROVED BY LOCAL JURISDICTION IN ACCORDANCE WITH SECTION 1103. PRODUCTS AND MATERIALS TO BE LABELED SHALL BE TESTED, INSPECTED AND LABELED IN ACCORDANCE WITH THE PROCEDURES SET FORTH IN SECTIONS 1103.5.1 THROUGH 1103.53. 10. A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION OF THE APPROVING MUNICIPALITY REVISIONS IAPP4ROVZDJ DA151 REFERENCES I DATE I BENCH MARK SCALE PLANNING DEPARTMENT DE9(�'By DRAW SY afrXBy CITY OF E N C I N I TA S DRAWING N0. i 1\\ . u. .. .. _ .. CITY OF ENCINITAS SURVEY CONTROL NETWORK - STA710N ENC -41" 2" BRASS DISK LOCATED IN TURNOUT ON THE EAST SIDE OF NORTHBOUND HIGHWAY 101, 0.5 MILES NORTH OF CHESTERFIELD DRIVE ELEV.: 73.612' DATUM: NA 88 PLANS PR ED UNDER SUPERVISION OF DA 7E : 61912010 RICHARD W..IHIROWTZ R.C.E. NO.: 38249 BY: SIGNATURE DATE EXP. 3131/11 RECOMMENDED APPROVED HILL u O I I c AAM 329 KILKENNY DRIVE, CARDIFF, CA. 92024 BY. J.�_ BY: DATE : XII i 1 w4 1 DATE 10473 -G SHEET 4 OF (E) RETAINING WALL EXTEND SHORING 5" MIN A50VE (E) RET. WALL FTG FINAL GRADE V.I.F. 2' -6" I � I I �=TIII — III —I I I� ��iii_III— III =1i =1 I 1 =1I 1 =1I I� -T -1I 1 =1I 1 =1 PILE— PER SCHEDULE r FILL N/ i :. . 1 -SACK SLURRY I . L. 4x12 LAGGING i 207of= A PILE 4x12, SEND PER SCHEDULE OVER PILE - TYP I —I I I- 111 -11 I1 LI I -1 I1 =1I1 =1 I I .. 1= L- 1I1=1II -� =1 LI =1 I I —I I I —I 11_. I' 111 I IJLI �.IIII1 I I IIII1 1 111 U 24" 0 CAISSON FILL N/ CONCRETE SLURRY (2500 PSI) Q ^ . 4x12 LAGGING • a 20d 'm EA-/` '-- PILE 4x12, BEND PER SCHEDULE OVER PILE - TYP ,r PILE SCHEDULE MARK PILE SIZE PILE DEPTH SHORE HEIGHT MAX REFERENCE HEIGHT �l N10x39 13' -3" 10' -6" 12' -0" N10x54 15' -6" 11' -6" 14' -0" 03 N10x54 15' -6" 12' -6" 14' -0" ® N12x79 1 -1' -6" 14' -0" I6' -0" Q 1^112x19 11' -6" 16' -0" 16' -0" © N12x96 19' -9" 18' -0" 18' -0" Q N10x22 11' -0" 8' -0" 10' -0" d <d a a 0 a A 0 a d . a a 4 ul —11111 "�I I O_ PROPOSED RETAINING Z WALL 5Y OTHERS O 3 ua 4X12 ZQ LAGGING uj m e- 0 ua ua Z I IHP D -24" 0 CAISSON FILL N/ CONCRETE SLURRY (2500 PSI) " CLR ua O uz"t F O ua Ql i W GRADES AND DIMENSIONS SHOWN ARE FOR REFERENCE ONLY. REFER t0 ARCH'L PLANS FOR DIMENSIONS AND LOCATION OF PILES AND GRADING PLANS FOR GRADE GRADE BEHIND (E) RETAINING W TOP OF (E) FTC TOP OF (N) PAD GRt SHORING LAYOUT PLAN SCALE = I " =5' -0" ING TUBE 135.3' TYPICAL PILE DETAIL SCALE = i /z "= 1' -0�� 1 I 1 B zl� — QgpFESS /O,yq� ' FC410A TL ' y� m HTKKUSHKAKI TA�� Ne. 2 9 �' �' -0" �' -0" �' -0" I' -0" �' -0" ,t Expires STRUCTURAL ENGINEERS 3/31/11 \t, 14288 Danielson. Street . Suite #200 4/ Poway, CA 92064 -8819 SHORING NALL ELEVATION (858) 679 -8989 . Fax (858) 679 -8959 SCALE = '/4"::1'-0" REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING DEPARTMENT DESIGN BY DRAW BY CHECK BY CITY O F E N C I N I TA S DRAWING N'0. ` 14 CITY OF ENCINITAS SUPWY CONTROL NETWORK - nANEP ED UND R SUPERVISION OF RECOMMENDED APPROVED EAST SIDE OF NORTHBOUND HIGHWAY 101,E 0.5 MI LESONORTH OFE DATE : si9i2010 HILL HOUSE 10 4 7 3 — G CHESTERFIELD DRIVE ROW R.C.E. N0.: 38249 BY: M, �� 329 KILKENNY DRIVE, CARDIFF, CA. 92024 :9 1 1 ELEV.: 73.612' DATUM. NA VD 88 SIGNATURE DATE EXP. 3/31J11 BY DATE: 11A DATE : SHEET 5 OF 5 ■