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2011 11087 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS S17E SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2 THE SOILS REPORT 777LED "GEOTECHNICAL INVESTIGATION AMD BLUFF RETREAT STUDY, 1550 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY TERRA COSTA CONSULTING GROUP DATED 12 -21 -2010, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION MIHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSI7E GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. & GRADING AND EQUIPMENT OPERATING 107HIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONS17E W17H THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE THE PRE- CONS7RUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND OR FINAL RELEASE OF SECURITY AN AS GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 11087 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 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 OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN71L SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH 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 BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE MIN SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND 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, ROOTS AND 07HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE V47H THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND 07HER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR 07HERMSE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM 714E SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17 THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED 07HERNSE. NO .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 THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROJECTED 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 TREE REMOVAL. NOTIFICATIONS 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 EXISTING U71LI71ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - L.W.W.D. - (760)- 753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 - DIG ALERT C. WATER - S D.W.D. D. TELEPHONE - SBC BELL - (760) -489 -3411 - DIG ALERT E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)- 633 -2770. J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633 -2770. ALL WORK PERFORMED ITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM DeBOARD AT (310)- 926 -8934, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. Z ALL EROSION CONTROL MEASURES PROVIDED PER 774E APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONST. BMPAMP NOTES 1, FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING 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. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. ALL IMPERVIOUS AREAS WITHIN 7HE S17F SHALL DRAIN TO APPROVED BMPAMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL ST0RMWA7ER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 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. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPS7ER 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 DUMPS7ER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES 771ROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE ,l • Oily �>F' 11fAl STEEPEST EXISTING NATURAL SLOPE ON -SITE _ * H : * V MAXIMUM VERTICAL DEPTH OF CUT = 8' MAXIMUM VERTICAL DEPTH OF FILL = 0' * = NO NATURAL SLOPES EXIST. W17HW THE WORK AREA CUT = 540 C.Y. FILL = 0 C.Y. EXPORT = 540 C. Y. REMEDIAL = 300 C.Y. (1.5' REMOVAL AND RECOMPAC17ON UNDER AND 0 -3' OUTSIDE OF BUILDING AREAS) SOILS ENGINEER'S CERTIFICATE 1. A REGISTERED CIVIL 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 WI7HW THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AND FOR AN UPDATE ON . 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 SIGNED. - -� QROf ESS /pA, RCE Na: 15,1q L �o��4 F. CRq�Aq�� EXP. DA 7E. • CO No. 245 rm PROJECT NUMBER 2678 E xp. / y TERRA COSTA CONSULTING GROUP s Gtr 3890 MURPHY CANYON RD. SUI7E 200 9T OTECHN��P ��Q SAN DIEGO, CA 92123 -4450 F OF CA1 - \F�� STORMWAIER POLLU710N CONTROL BMP NOTES RELA77VE TO CONS7RUC77ON ACTIVITIES 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. COIVSIRUC7101V SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLA7ES CONSTRUCTION VEHICLES A SPECIFIC 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 -SITE 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 VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT 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 -SITE CONSIRUC7101V MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE 7HESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -S17E ELIMINATE OR REDUCE POLLUTION OF STORMWA7ER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED ST0RMWA7ER STORMW47ER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WI774 SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WI714 THE CITY OF ENCINITAS STORMW47ER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT ST0RMWA7ER REQUIREMENTS AND THEIR 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 DUMPS7ER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPS7ERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPS17ES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL TIMES, DUMPS7ERS WITHOUT LIDS SHALL BE PLACED W77HW STRUCTURES WI7H IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS 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 DUMPS7ERS 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 LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON 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 S17E FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 774E ENGINEER SHALL COMPLY W77H THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WI7H 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 ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION 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 INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF 714E ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE. /� / - QgOfESS /p DATE: MICHAEL H. 1TH RCE165090 L H 'Y9l BHA, INC. 5115 AVENIDA ENCINAS SUI TE "L" w No. 65090 = m CARLSBAD, CA 92008 -4387 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE SIGNA TURE JOHN MENDLEIN AS BUILT PLANS ILEUCADIA WASTE WATER DISTRICTI PUBLIC WORKS RON -'AL.D L. HOLLOWAY SIGN rDATE SIGN RCE 29271 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE -4496e /. 44/FW L 0 L WO APff -I ? 96V. 6! !z THE BENCHMARK FOR THIS SURVEY IS THE CITY OF 6b4WD EX7P.9 A1DMS �,?Arf JIL,,AA IL ENCINITAS CONTROL POINT 01004" 25" BRASS DISK HORIZONAL SEE PLAN ADO 6MtJC7%1944!•'rov-, v&rFly, 2T SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF 3 AS BUILt PLANS t {2• t• R4/NTREE DRIVE. VERPCAL Nom_ ELEVATION = 67.64 NAVD 88 K. \Land Projects 3\ 898 -1218- 600 \dwg \GP \1218- GP- 01.dwg 7 -09 -2012 DATE: DATE PLANNING AND BUILDING A.P.N.: 254 - 040 -13 SI TE ADDRESS: 1550 NEPTUNE AVENUE ENCINITAS, CA. 92024 OWNER /PERMI TTEE: MR. JOHN MENDLEIN 1550 NEPTUNE AVENUE ENCINITAS, CA 92024 LEGAL DESCRIPTION: ALL THAT PORTION OF LOT 2, OF SECTION 5, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES GOVERNMENT SURVEY THERE OF, APPROVED APRIL 19, 1881 IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION. 6,000 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 5,900 SQFT DECREASE IN IMPERVIOUS AREA: 100 SOFT IMPERVIOUS AREA REPLACED: 2,200 SQFT SHEET INDEX: SHEET 1 - TITLE & N07ES SHEET 2 - GRADING PLAN SHEET 3 - DETAILS & RETAINING WALL STRUCTURAL DETAILS SHEET 4 - STRUCTURAL N07ES SHEET 5 - STRUCTURAL NOTES SHEET 6 - EROSION CONTROL SHEET 7 - SHORING PLANS SHEET 8 - SHORING PLANS SHEET 9 - SHORING PLANS SHEET 10 - SHORING PLANS SHEET 11 - SHORING PLANS SHEET 12 - SHORING PLANS SHEET 13 - LANDSCAPE & IRRIGATION PLANS SHEET 14 - LANDSCAPE & IRRIGA7ON PLANS SHEET 15 - LANDSCAPE & IRRIGATION PLANS SHEET 16 - LANDSCAPE & IRRIGATION PLANS SHEET 17 - POOL PLAN & STRUCTURAL DETAILS SHEET 18 - POOL PLAN & STRUCTURAL DETAILS SHEET 19 - POOL PLAN & STRUCTURAL DETAILS SHEET 20 - POOL PLAN & STRUCTURAL DETAILS SHEET 21 - POOL PLAN & STRUCTURAL DETAILS SHEET 22 - POOL PLAN & STRUCTURAL DETAILS SHEET 23 - POOL PLAN & STRUCTURAL DETAILS WORK TO BE DONE ITEM STD DWG. LEGEND QTY PROJECT BOUNDARY EXISTING LOT LINES EXISTING RIGHT -OF -WAY EXISTING WATER LINE EXIS77NG SEWER LINE EX. CONTOUR MAJOR EX. CONTOUR MINOR EXIST. EDGE OF PAVEMENT EXIST. CONCRETE EXIST. HAND HOLE OR METER BOX PROPOSED SPOT ELEVA7ON EXISTING SPOT ELEVATION YARD AREA DRAIN 12 "x12" NOS PVC DRAIN PIPE PROPOSED CONTOURS LIMIT OF GRADING /WORK BMP BIO- RE7EN77ON AREA AC PAVEMENT 4 "AC 16" AB MIN. (SIZE PER PLAN) DRAINAGE SWALE (1% MINIMUM SLOPE) RETAINING WALL (PER STRUCTURAL DESIGN) CONC. PAVEMENT (5 "/6" AB MIN.) PROPOSED LANDSCAPED AREA (SEE LANDSCAPE PLANS) CROSS SECTION LOCATION 77 ac a DETAIL NUMBER 4 SHEET NUMBER 3 N O St SITE 5 M z z PACIFIC OCEAN � �Q VICINITY MAP SAN DIEGUITO WATER DISTRICT NOTES 11 NOT TO SCALE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 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 STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. J. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4• CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE 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 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 DRIVEWAY AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF 7HE PARCEL THEY ARE SERVING. & 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 EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH 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 WITH CATHODIC PR07EC71ON IN ACCORDANCE W17H WC -17 OR WC -18. bhwpom engineering, surveying ,. ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 .0 931-8700 5Ul f l!-!'t4 BMP PROJECT STATUS STANDARD PROJECT PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT SPECIAL DISTRICT APPROVAL DESIGNED BY DRACHBY CHE MIE�D BY ENGINEERING DEPARTMENT APPROVALS PLANS PREPARED UNDER THE SUPERVISION �OFF�� REVIEWED BY. �i DA TE. w« BY: / v I BY: ' R.C.E. N0. 65090 MASIH MAHER, C42519 GR G S DS MICHAEL SMITH DEPU CITY E IN EER DATE: 7 /IQ /IZ DATE: 7• IZ O O t` 00 M rn O t0 • • Q U 1\ U) a Z U Z W ENCINITAS FIRE DEPARTMENT o Z W n Q GnyL Q�-- 7 /iz /iZ DA TE SIGN DA TE I DATE LO CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. L' GRADING PLAN FOR. NEP TUNA TERRA 11087 -G z 1550 NEPTUNE AVENUE, LEUCADIA, CA. Q PLANNING CASE Na 10 -129 CDP SHEET 1 OF 2311 D Q m V' D J a U 1\ U) a Z U Z W ENCINITAS FIRE DEPARTMENT o Z W n Q GnyL Q�-- 7 /iz /iZ DA TE SIGN DA TE I DATE LO CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. L' GRADING PLAN FOR. NEP TUNA TERRA 11087 -G z 1550 NEPTUNE AVENUE, LEUCADIA, CA. Q PLANNING CASE Na 10 -129 CDP SHEET 1 OF 2311 U w 00 LEl/6401,4 SEA 145k7 SE,e!/lCE G47o6WL MATCH EXISTING FENCE /AISJ�Lh,�� /OAtI COlYI�LlAQAZlCE A't!(/,(rs HEIGHT (TYPICAL) /. LGlO RPPk0114L i2F 7716r54!5 ,ITAAV,S DOE'S AlOT,eeZA042G- SDRSD RETAINING WALL T BE TyE APPGIC,9AVj, PRlI/ATE ErUG,9V�EROf k/b/PE' qQ CONTR,S� EXISTING RESIDENCE CONSTRUCTED ON TOP OF SHORIN 10' 5' 0' 10' 20' 30' c,WAf RES ,VAA IA 1417Y /V 7100E M9,,ME770A! Or ae4M eS AND LIFT STATION BIO- RETENTION AREA TO BE WALL - SHORING WALL T BE LEF Ort�!!SS /0o(!5' 81�CO(/�Q DU.21X16 Ore �IFT� r0A457)Cf1C_1!QG .. IE IN= 70.60 PRIVATELY MAINTAINED AND " " z LOW ENOUGH TO ALLOW P OPER ' TOP= 72.1 SEE DETAIL : A p 7 J l SCALE: 1" = 10' �' NOT TO BE MODIFIED 41MTH SHEET 3 w � FOOTING PER SDRSD STA DARE _ } � � � °' 2. ALL I,�S'll�N lYfi9TERlf�LS AND L^ONS,rWIl` YON k10APK �/A/1 BOTTOM IE= 66.1 ° ° Q I E / m OUT PERMIT FROM CITY f7 06�A�lFc•�t32/c� 7n 7�1E' Z. CAOIA AAA_VeAhq e D/S7;&eP ZA 0 APN 254 - 040 -23 Q /, ,� a w f ` 0 _ ,. J )CONSTRUCTION NOTES: _ SEr�1F.C: �iVliARG2S 1P/0 7V TWE r OU /•PEMERlTS OF7i5/ DECK STEM WALL /FOOTING cYi o V 1 �c 4 4c # ° w ��, p�j Nh \ S !C G MAt/SrRe1eT/O NA300 NON- RETAINING PER ARCH ti ow °i° w w � �Y 1 EXISTING CONCRETE TO BE REMOVED. 3 3 33 3333 33 033 t f Tf/E 2E / h T CUReENT /IYOd/5, DWGS. �` M w cY� co ~ co ~ ~ °p co ~ m ~ o° ~ m M °° ~ 0° cv >�'c w 'O V1 \ € ER�El10E f'L�"JL f/QM /701/0. /Q - /Sf TNTyE P✓t/T OF CbNFLlCT7P1e L[+/D SE�✓`t ✓2 S1f/itlDR/ZOS Gdt ,?it/. o ^ ° o a; o o cy w o c� JO Cl to o ao o too N Q2 POOL WALLS -SEE DETAIL SHEETS 1�-i3 BY EAD. 2EF rn w w 8 of o o w ^ o ci o ai m oo ^ tq rn ao o 1 f . �i II J ® EXISTING SITE WALL TO REMAIN. !7A Z3A 9 z ro 00 o�ep�o 00� of Gaon I O 1 5 a 5 O p 4 CONSTRUCT 11.8 TALL (MAX) MASONRY RETAINING WALL BY BURKET & WONG SEE SHEETS 3 -5. N71 °18'05 "E I 191.44' ( 4 1 t�\l� \h 3 0 "— —! 1� CONSTRUCT SDRSD RETAINING WALL (TYPE C ) 3. OS1H,4 SAA¢7Y OeAW.5 A/V 0511W CONFlA/ED �gCE EAl/TA12Y - C � 0 T TYP 1 . rQE ©Cl /.2EMBrVTS J�"f+�ALL BEOLLOIn/ED RT ALG TlitlE S 76.8 TG� _4 PVC I n� Q v © NOT USED �, ( ®1 % SWING GATE C ♦ Q 75.31E R/ /771Oc/T EL'CEPT7pAC/. I - — — -- 5 FOR DRIVEWAY I `� ��4 J Q7 NOT USED SPEGlp /E7J /sV7.t1E/E' AVO�L =S 21✓S Os(! ThIE �g srj� AT<!LL 7yg' l // 14 1 �u 72.0 TG 80.0 TW 3 1 I EX. SURFACE, °) �i ®INSTALL SUMP PUMP FOR LIFTING STORM FLOW AND SITE DRAINAGE TO CISTERN. 7711F 0 AV7Rfe70f .5V,071Z AA9!/E A COPY O, `7716 L vet-1MEA r5 72.1 FS 4 79.4 K �J Q ., O9 INSTALL PUMP TO LIFT STORM FLOWS TO NEPTUNE AVE. FOR FINAL STORM DRAIN DISCHARGE. ** 5! 7X•'05 00AMWerm S/1ALL GCAfA,24A/TEE AGC k/OQK i7?? r9 !2/0� l �// 79.6 EG 1 °m I I ®, 70.6 IE I \ / ® / Q Ilc, EXISTING RAGE SEE OUTLET it 1 OF QA/E YF-A2 A9FTER THE U97E OP F /NqL f.CCEPlA9NCE $Y L11/D AN/J / o // 9.7 TW 3 I �j NEW GROTTO- 1 EL - 9• S DETAIL THIS C INSTALL 2" DIAMETER PVC PRESSURE PIPE. 1 SHyLG R£ ?/R Gam' REPlf1GE LINy (nlOrC'( TH</T AOAY prcOYE �EFEC'TII�E l Q, // 72.2 gW 3 W Ala F FF-=7Z,2 ' 1 SHEET r h ; Q EXISTING LOWER FLOOR WALLS //V QRKSr�IAAtlSHl,P A/(lIJIOAQ .t?ATE�'IgLS lr/ /Tfl /N Tf{E ONE 52S4R / �� POOL Bra QOM I o w PAD = 1.7 O _ — I E iY N v 4 1 PROPOSED LOWER FLOOR WALLS PER ARCHITECT PLANS. PEr� /OD G/ /7710117 EA'/NSE h/HA750EI1E/2 7D L H!D • o ou UPPER FF=80.3 _ = 4 C1 ' 6 I 2 80. TW 6" PVC SEE LANDSCAPE PLAN FOR TREATMENT JL Pre /OW 70 BEGINiVIAVU SEklE2 11h71Z�C', CLWTiPRCj27re 5�1.17LL S�GCIi�'E // 77.3 EG 1 L r° I 0 0.5% l OF EXISTING FOLIAGE ND PROPOSED v 0Q � p 0 INSTALL SPEE -D -BASIN OR EQUAL AS UP WELL FROM SUMP PUMP. PROVIDE 1" DIA DRAIN DOWN !/ LWD FL�it'/Y/ /Ts�R CUiVSTieC/CJ%OtVgND SF/L/LL P20YlDER 79.7 TW r 'LANDSCAPE SEE SHEETS 13 -16. SEE \9�Q �� I HOLE AT BASIN BOTTOM. M!NlMl1M OF %Z HOUl2S.t14T /CE 1b Ll�10 P2 J'7 CgrVSTf2t/cTjpf/i 76.8 TG , 72.2 8 / 7g•7 TW 80.7 1% MIN SHEET 13;_PER„G AVE PAVEMENT DET A 14 INSTALL 6" GRATED AREA DRAIN. a /J�j 40' 75.6 IE , 1 72.2 B I ' 79.8 7 A7A P,C'dliAL TY /S PLAi(/BYLlt/D GbES AIOTCONSrIne7L° f% I BLUFF SETBACK i ° =772 SURFACE /EXIST. SEWER LATERAL. USE 1Q INSTALL DRAIN BOX - CONNECT GRAVITY DRAIN TO CONVEY RUNOFF FROM TRENCH DRAIN TO RI 77 58 /E (08• Q3 FOR SERVICE. -F PV0- tiJAID0 1 /14 SUMP PUMP. REP�E Si= itITAT/OrV OF TitOE AGL^URflCf/ OFTf�E GOLAT/brVOf O,Q I o O " k TARE - X19r2FA1ol Cte NOAI LMSTE,VeE OAS AN}Y C/NOB2eS,2o!%iV0 1 778 TW 4 14 41 � 00.507. PVC IE PLACE. 1E- R W ELEV -11 F ® " � A1%f� - / S'; 1 INSTALL 18 x18 BRAAf(B CATCH BASIN, OR EQUIVALENT WITH GRATE AS SHOWN. UT/G/7Y P //-E el)f 5�A'L/LrC/,e8' A/1775�/,t! 7TlE ZIA41PS 7?V I �` �G p 72.2 BW I 3 \ `gyp 72. FS ? 1 L L� _ PER LWWD AS -BUILT DWGS A ' 177.0 ^ Q NEW DECK > > 9 S71C 1 STORMWATER STORAGE TANKS INSTALLATION PER BUILDING PLANS. PRO1T6z:j 9 TG k // J F EXrM 80.7 TW I EXISTING 1" PLASTIC S RVICE'A' M 7n E', V465EE 75.9 fE �� I ABOVE ',,METER, PROTECT JNx, LACE. FF ®TANK LOCATION = 69.75 ALL RE//1910,415 M OlZAW /.1/l�5 5f/,/ILG APP.QO// 6Y Tt,� Gc�ID // ORAINA4E CMANNE� ,y. (�I yUECT(ON ATMA /,V A!!D OLD DECK FF= -81.2 722 BW ,3 "•+-- p /STR /L7 P�2lp?TaCD�I/ST2ClcTlDrt/, I 1 \ 72.2 FS �' 80. 2 °° �P �'�L A c� * STORMWATER TANK WITH DUAL PUMPS PER MCNAMARA PUMP & TO REMAIN . o,r CAP K/YE [J� 411076. zo I / 77.8 TW I FS p2o�279/, L/ lE ,:, 9 CL7�tJll1ECT/Ott/S 7D EK /STlN� SEAIe�P A� MfI.VAlOLEcSSlYALL I // /72.2 6N << \ ELECTRIC SPECIFICATIONS: GOULDS WS 03118; 80 GPM RATING EACH, 72.2 gW ¢ GABIONS FOR �j..r WITH FULL DUPLEX CONTROL. ONLY BE DOAle M/T7fE DICZEGTP,2ESe=A/CEQF G/,0/I� �- FS 5 �EXIS71NG LANDSCAPE Z \. ri Co PLAN W ** TANKS PER BUILDING PLANS WITH DUAL PUMPS PER MCNAMARA PUMP & /NBPEG,rOR. A(IC&I ScWoE7E SfYA(Z Altr ,BE 6 A10V6G7e0 G1e � 1 1 � 7 TW TREE TO + AZZAV� 7D FLdGt/ ErC1ST1Al(la e WE,d? UAt/T /L A/c7E,2 i�IA14Z ) w I I 72.2 23 2 Bw 1 IN , I ELECTRIC SPECIFICATIONS: GOULDS WS 10128, 1 HP, WITH FULL DUPLEX 1 \\ ACC6P7AvAUCE OF A/1 !/PSTA2EAM /AlloAe,Y BY 77YL= L A!a I 1 I 1 / FS 8• 19 TW 79.2 8013 Q ` I . CONTROL 1A ✓&6;VE' OAQ AS APPROVED AP 7W 7�1,5•TA2lC7 6;V41V61W I / 72.3 2.2 80.1 FS I ? 0 Oq ' N / o I CRAWL SPACE F� 1 r 1$ INSTALL CATCH 13A51N i EXTEND 4 pvC TO EXIST. CA-rcN QA5 /N PAD =770 /O. ALL SEel!110 W76e4L.6 "WALL BE C044 ,- j AT e/!h/r ANSCF-S M m 3 +ate Z .> V \ r/� _Wff/Fe MA /A/ C/NGESS SHOWAt! AS A,apRpY60 .0Y /-At/7) o I I � � DA1 rflEP[AAV5. w0 I T I — k 1 19 DELETE AL-L" D/REGT RUNOFF TO COW POINT IN WALt DkAAN OVER � \ ��' f- ` � L TOP OF WALL TO C'x /Sr. u- SHAPED CONCRE ?E CNANNEt ADJACENT To /y,y� �� — O SASE OF ReT`ArN /NC WALL. /!. 4 2 A/11141; y "S A/ SAs941 P.� 1A1Sr1e!� aV Ale x1,03 FACE '' I 1 80. )53 W �` < 1 AT esfaV 4472w.41- wo TIDAL! Aw 7ww cr�AV7�Cme. i 77. I FS E I "J 20 INSTALL TDRFStONE PAVERSC24 De EQvr ✓. DRIVEWAY STQ /PS FROM A la SAGE l/ JET Cf�PP6E' !'! / /�E Sf/.9LL 8� g(/re/EU , II FF I DS O�O — — — 4 ,' GARAGE 7.O STREET• FILL AN SETwEEN WI 319~ CRAYEL EXIST. HOUSEFmOTPRINT •.:• ••.•- e 697 ;_= Ae . 7,zle wl.PE SWILL EK7nw UPT6,4 I TO REMAIN UNCHANGED FS =80. � 2� 6 �2 TAG 777ED A444D 6,040E ED P r� T7D� Ty�Ai,/AE' /k�/ /yA..E. T�t/IQE,,// I FF 81.31 ( o o IF REC. ROOM EXIST 1D I,.r Tslb c�YErC 7?/C .SELOA Ay'7A4lAV ,Sh'9l1 A lIC/�! /ry/A +/ e� 6 "AYGTJY� I - T. I 7711E P41IIA 16 SlW f1aVdr A11771,19`51AVAL Z040'77,0,41 � I FF=774 I I � VZfjT GD(v A�r9lv/Ally. T�rIE T c� p//f�:' 7, EXIS_7rNG TRENCH DRAIN I r ® .. - c c� 64,J6 fim E7l0 OP' r11g5 LAT�4(.SAALL & -krtwd A¢ //ec �'; I I _ I EXIST. GARAGE Lw" Q N UAtIT /L C'ONAUEC�D i%1!% SH•9LL THERE9F1� t t�1.2lED: TO REMAIN II��• k " `n 3 0l j AT 771E CO,U \ PEW EQUIPMENT AREA v v —1 F FAINT OF' �E� /O�. I � FF =75 4 �� : EXIST. CRAWL � o � {3- ALL 11l7FRyL5 &lIALC E� COAle57R1/L7ea /'CF.9 2 Qt 2�eillEtJ,9Y'S. `i 1 EXIST. BEDROOM E1r 7 �/ SPACE ®t co co w 1 IF.-- 72.4 BA1H I o o it a o I4, ALL &6ZtIMs AND Mr6Z 5 SWU gE /ielflYrVE BALLE�y LOQ/ NEW PRESStI E A!R TE !/1 I 1 � � 1 ✓ (n ( 0 / sTG`D, A9AVD jEYEI/lS� F3°G/C/i,9.tl71 I \\ 70.8 LAUNDRY �, sc w z Q%A(lT2ACTDR� �'l i(/SE P,e/OAe Tb �VcSlaE2f/T7UN A�Ir 11�ti \\ IE IN !� 11 /� O W o � P/Atl4L ACCE,dTAA(!CE eP �G�yl�D . 41R 7FS7 -SVWL4 �Z6&6E AFT � 1 \\ � _ _ '� x e'gt/9772C1C770.,V ne AGC dTyE� C1l7Gll7ES•¢Al� ClT /G /7Y L<IT LS. 4 "" F�UC ® %— — n — _ _ _I w _ _ _ 16 PVC ® 0.50 r r N 71 18'05" YE 188.53' E LIFT STATION " 4 0 ALG 6EA4/E,e,7 //!VD mmewLS b�'/,9LL 8E /N,OCACEA44/O S,rl�1G[ �,4YF ' 1� F IE IN= 70.8 8 ooi ° o w r, w O 79.80 2" PVC PRESSURE PIPE ep m '- ,� w '1� FG OUT TO NEPTUNE AVE Fi c/AL At°Oi lzDl/f/G SY Tfr� G1�7j INSPKTde 12102 71� �Yirtl4. BOTTOM = 67.8 m c� (6 FF = 80.3 SEE OUTLET DETAIL AT LEFT E BIO- RETENTION AREA SEE DETAIL B ° ,9 _ I— — PVC O !(O. l�GL NE6s! �AU,(/EC770l115 7G EXlS7lNlT .SEZ11eC SHALL Re A//A¢� 711 i _ APN�,�54- 040 -21 TO BE PRIVATELY MAINTAINED AND SHEET 3 w h R \ 77.50 r eC /5T /N6 WYE; [1K syy(G 8E/I��fDE Eylt/Sjlv4 ,�AN!!FA¢C/j NOT TO BE MODIFIED WITH OUT } PER PLAN STfiNl.�9.eJGAA/!� SP/170t G3Q ,°YAAAV 6i @D Ac/YE fANO `� PERMIT FROM CITY. FLOORS SLABS Ldt/l%At/OT�.SICOAVJ2� Oplli q U q OUTLET PIPE 1.11 1 ILA /+U END PIPE SPGYxS'NIATCNI.UIi Tf 1lQTACErVT eX /Sl /N6 P!� // �% `1 FOOTINGS PER (PRESSURE) E7.IN9 —) 0 50% MW. 77(64 AJ?A9Y U$1°D ARIR INcS t'T /rtlfi A/YEtS /Ally A/1! EX /S)/,((6 SEk/E�. (�owc,L� �5- �f$-!'L f%i(/D SrS'r9LL l Dl�ll�lJ 711/711 BUILDING PLANS 17 tFrUECESS.4RY LY1R /A16 441251Z44 6VA1X16rW74t1 Gr/CK:C. UP ST, A4 /d MILS fUSlov �N Q'oKY CoG CA04 D 7a TifAE M j I— (FLOORS, SLABS, 0 FLOW /AV 770'6 E,LA/�T7AVG l6sZ i/q/1 7 Pd�iIAPlGY ,�L/l5460 7yPE � C�X1,(lEC77At/4 P //�E. Cz'fl SKETS 6WIgleG 8E EXISTING RESIDENCE ; WALLS & ANO BY P,o�� 3Y �iA,./y�rAtlo eW P41A40e& 7nljces be OPAL SGR AvE,e of �TNJ D Z� -'W � WATER TANK PER Qq%/tj G'�xi/,dO!/l+�C7� 1 FF BUILDING PLANS I I IFOOTINGS PER r JTJ A DGY�/AV,$772CAPM L h/Tj s6rlsr? . 1N L�A770N5 h!/TIl SIGV /FlC40t1r FJA2 f�(1� S'FGC�E� Jf72Y /��°, AGL /tll�i� BUILDING PLANS \ — — I —III —i UPSTAeEAA✓J /�LOGif, GWD rb9.oy 7C! /rCE .o2o(/iSroNDF Oi:/1f+ AIV49 801-rS .- ;vV4M- eE TYPE .3/6 r- INLESS sT�G . — FF 69 75 00 r. I III =� 0 !3f'PA4SY E ©clirol�- wiry �ul�r•ME .r9 �.vAcl� r�lav�rae -lvG . III— _ _ III= 0 lVY1 C//tlAU/ANA1� at°PA9S5 Sxl�lGL 8� .4LLL(E1j �5. F!A/AG O//,�LGl�,7G4,G> �i' DISTR �p Ex16iN 2 !6 YfIL/0 0 III III _ III I IE I I —III — 111— /g, A Co/vAl1ECT /DAv a= A°L.41V EAID 7V /0L -4!/V djVD,4ye cSE4lEA�, FeFa¢ A PEa/OD of 7nvAe AldT' ?D EKCt=Ep O/t7E YEA¢ I. — - REJ61 /,C �PL,'IVef,S SAA4LL SE fe&W A4A�,ea1,4G ZW2F7D s ,XRr G'F claus�r 40raV< 1F I- Mr¢ a,�' Pvc A1N./l7L il1C AHE 77A16 711E dIOUE• 0E-74,e e7M E x/00 IS EXPI,?�'D ,°/ero� 70 U 77IE,-4,fANE diI.�TE21.9[ l' UGe6u/C- 'c/T.3 A/l/D /T� /1'c ,(rlc.U�siacd: 57J#/4 cic• Cool - /CTioA!Tri/E (/ECCY S f.9[L Q A� TALE Ar?iPE 8E/it416 I�¢r°�l2�D, s�t/C v^E(,(1E,� C�iDfd!!` CO!!� /,(1fyJ` I�SUI�iY/ /T 7t/E /.� 1�LC l�p� Cse 0s/77! Avo �rur Szz,p PIAOE:: e// �a rf/E a/s /� /e°j•FiG2' /� SECTION F —F m 5 �A441 UPY�,q�a r�eylEW A9AUp ASWPi�YQG, /gA/fA C'fIAAUeiE�' 67Ve� P,eioe To lclsT,gc�siTiDa! / � ��Agl� /'0�/o[�/N�,' ��• 7,z i U /lZr6 Tb Tfi'E /°CORNS 5W AeZ T �,£ WATER STORAGE AREA J PEI /A2 �ClPG /AVU S/f4LC SG //QED C� X�SE A,trG AP,oi/QOYEA Sf` 7s G41 SEE BUILDING PLANS FOR SPECIFICATIONS AG�G�j7�,T/E kIAY O,V TD ©d/E PL4 /AV VD P /rte Th/CsZ1 Tflt r ®iPE .*(/1> E�d6l�U PR/o/L TD Tf/E " = 5 Q ,,409DI/V!Q!6 Pl, ®ES S/VALG a .411G/V� 7049ETf� ,4AlA Me 1&-RWe �2T OA= -b/ JSTi+?(/674t1. 1 U CWAr IAUIj sL /P/®E0 B41!z ' 1,00 4 A001174AI 6M4UCGY *WedG SIDE OF STRUCTURE � ° -� -`°� . � � � \ &EA/ >?fE 77VO /C44 /4/ Ertl1S PIr�ES. flYG SEZ0 7 l2EP,912 N e0aAT_/AV,4 S S,YA�lCL �c Ate' /1>A/(lC0Ac�9GTUl2E7 ee zc/-v �! °� ale SCAP R I W NEPNNE AVE, (n EG7C/A4� A9A�P /�!/E1') Be TfY£ 4dkeD _•57721'47 C�C16 /AC3C�, 79.8 I (79.5) 79.3 I I 6" PVC Q ff FS STORM DRAIN 'ver D,e !/ /7XlF/w C'L,4 An /ice C vePj sezvFee Pi,�t A`AVD wY1s 1 ^ 2" OUTLET* FL A I A Z f' I I 2" SCH 80 PVC R/W Z M,Oy BF USdSn TD /TJI�Ey�/ 11V7V t Z1,T'IAt,A6 V 4CP AC_4C 2 SCH 80 PVC PRESSURE PIP I I _ _ - - PRESSURE PIPE NOTE, ALL ROOF DRAINAGE IS DIRECTED INTO THE POND AND kp eEl ESS /d, W GIOAUAVECT70/U OAS I�iA7 /� ,�•a //V ✓C,® TO UCP 90' BEND z� BID- RETENTION AREA. ANY FRONT YARD SURFACE h�� S� Fy bhmnc Q ®2 VCP %a AdG`G A AePSVl4 7I/DU37X /E5 //C3Yee Sell, OUTLET SU1160 1N ROCK' BECOW SURFAC ' V %e RUNOFF NOT CONVEYED TO THE POND WILL FLOW e7 /4�P�Dl/FJ� EGtLb46, STRA /6#r 02 7�✓l1_01 ldAV CD//PGIA/l f4/� 1° STORM DRAIN ED 2" PVC OUTLET WITHIN \\ E Z3 z = m bnd pbnnI� JcMl en Ineedin suNe I¢� z �\ OVERLAND TOWARD NEPTUNE AVE. ALONG A 1% SWALE. w No. 65090 m �a g 1Nl77! A GAS/CET /zAAti/�� cla'iy SUCH E OU USH WITH POND EMERGENCY OVERFLOW WILL BE CONVEYED TO 5115 AVENIDA ENCINAS AVM 7D ALf,47Z�h' 7N6- 4Z//J45 D/y &7e,E ©Fr,yL P N., SECTION A —A EXISTING P CE AND EXTENDS OUTLET DETAIL s \Q SUITE "L" I NEPTUNE AVE PROPOSED 1% SWALE. � '� Q ZM .CLEAR OF GABIO Tq)1 FICA \E CARLSBAD, CA. 92008 -4387 ; ?�l 7T SASE OF T/A _ �/Pe,,1x1S 67,VS /AUc� , i aAU76,� " = 5' SCALE. 1 ° = 5' (760) 931 -8700 SCALE: HORIZ. 1 i°�NS SLIAGL 8C 17(/GT(GE IRON P /�� . PEAS AST•t? 7/536 VERT. 1 " = 5' T uJ REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESic BY DRAWN BY CHECKED BY MS CH MS APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. MS a9 6CA16e ee1ZPWC d THE BENCHMARK FOR THIS SURVEY IS THE CITY OF PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED BY.' GRADING PLAN FOR. \ Moles -/;!Z L/a/D. LGuD /< ENCINITAS CONTROL POINT "1004" 25" BRASS DISK REV WF�D BY:" ��/�� • / V HORIZONAL SEE PLAN K 7 DATE:�Z BY: �l l� BY: ( NEPTUNATERRA 11087 —G ? MO(/E SDI�JD Nfr. SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF � � °fit- ADDpa,7GC-t`RM /T rtlO. LEUCADIA OAKS PARK ON THE WEST SIDE OF MASIH MAHER, 42519 G EG S LDS �1L.�, R.C.E. NO. 65090 1550 NEPTUNE AVENUE, LEUCADIA, CA. RAINTREE DRIVE. VERTICAL NIA Dk1TE' MICHAEL H. SMITH DEPUTY CITY E GWEER Q 3 AS 130ILT C14ANCIES 1 // 1 E ELEVA77ON = 67.64 NAVD 88 DATE: 712- 4f 1Z DATE: A e 2 PLANNING CASE NO. 10 -129 CDP SHEET 2 OF 23 m K: \Land Projects 3 \898 -1218- 600 \dwg GP \1218- GP- 02.dwg 7 -24 -2012 4" PVC * NOTE: DRAIN PIPES AND RETAINING WALL FOOTINGS WILL CONFLICT. SPECIAL AT7EN77ON MUST BE PAID TO 00P- X10. THIS COND177ON DURING S7RUC7URAL DESIGN TO 4� ENSURE PROPER INSTALLA77ON AND FUNCRON. �2" HARDWOOD MULCH 2" ENGINEERED SOIL - 4 " -3/4" — CRUSH ROCK (( \-l" ORIFICE " I I y I DOWNDRAIN 4 PVC J 1�� 2" PRESSURE LINE f * SEE N07E * SEE NOTE��J J L J FOOTINGS TO BE CONFIGURED TIN TO ALLOW PLACEMENT OF 106 CATCH BASIN /SUMP 36 "x72" FIBERGLASS TANK WITH 0 ®O��O Q J�JQ DUAL 128 B MCNAMARA PER PUMP & ELECTRIC SECTION A -A 0� �0 -C OaGP0 . �I 9I'' 6" PVC @ 1.0%� TV 36 "x72" FIBERGLASS TANK W774 DUAL PUMP GOULD WS 10128 PER SPECS BY MCNAMARA PUMP & ELECTRIC A IIz °m WELL R 0 T F \-l" ORIFICE DOWNDRAIN k2" PRESSURE LINE SECTION C -C 044 . Q 1 -2" HOLES FOR -y , O DRAIN DOWN 10 ^ 6" PVC @ 1% SECTION B -B NTS PROVIDE 1" DEEP X WIDE WATER PROOFING & - OU7LET NOTCH AT DRAINAGE BY OTHERS ELEV. 79.93 TYPICAL 77JRFBLOCK PER LANDSCAPE PLANS - B10- RE7EN77ON AREA: RIPARIAN DRAINAGE, SWALE- STORMWATER 7REA7MENT CONTROL ✓ } BMP SPECIFIC SOIL LAYERS J ^�00 f PL h ;7DRAIN HOLES FOR- CLEANOUT DOWN �1��6 "PVC @ 2. EXIST. BUILDING DETAIL A 1" = 4' HOR. 2" HARDWOOD —� MULCH ENGINEERED SOIL =�-- 6" CRUSH — 314" ROCK =N O <- vJ < 1 -2" HOLES FOR v GRAIN DOWN zh 81.30 FF °FG 1 $1 2" HARDWOOD 00 MULCH * 16" ENGINEERED SOIL 6" 3/4" CRUSHED ROCK SECTION E -E i PROVIDE 1.5" OVERFLOW OUTLET NOTCH AT ELEV. OF 80.75 EXISTING SURFACE (±79.6.75) TURFBLOCK PER LANDSCAPE PLANS DOWEL TO MATCH VERT. WALL REINF. 64 IN Of w a a STD HOOK, TYP. CONDITION 6o6" PVC-1 � 6" PVC TO GROTTO @ 0.5% MIN STORAGE TANKS SECTION D -D NTS 4" MIN. 2 - #6 CONT. FILL W/ WELL COMPACTED CLEAN SAND 10" CMU WALL W/ (fm =1500 psi) 25 CONT. #6 (V) @ 16" ox. CTRD. #5 (H) @ 24" o.c.. 6 S1.2 8" CMU WALL W/ TYP (fm =1500 psi) #5 (V) @ 16" o.c. CTRD. #5 (H) @ 24" ox. U) z DOWEL TO MATCH VERT. WALL REINF. #4 @ 12" EA. WAY, TOP & BOT. STAIR BETWEEN MAIN H EXIST. RESIDENCE 3' v 4" w MIN. Q J �— WATER PROOFING & DRAINAGE BY OTHERS TYPICAL cn 3" CLR. • :•MWg i� 1 5.80' T 1.25' 3.52' 2.69' TYPE 1 RETAINING WALL PER SDRSD C -1 EXIST. GROUND — 1.00' i v 10" CMU WALL W/ (fm =1500 psi) #6 (V) @ 16" o.c. CTR #5 (H) @ 24" o.c. WATER PROOFING & DRAINAGE BY OTHERS TYPICAL DOWEL TO MATCH VERT. WALL REINF. qz ALT. BEND LAP PER 4 S1.2 #4 @ 12" ox. TOP & BOT. � 445 CONT. TOP & BOT. (8 TOTAL) PROPOSED REMODEL 80.5 FF UPPER EXIST. FLOOR SYSTEM GROUND PER ARCH DWGS 2-#5 CONT. 5" MIN. FOR EPDXY U) a POOL WALL > BY OTHERS TRENCH DRAIN BY OTHERS TYP. 6 S1.2 CONDITION Cad POOL CV VARIES #3 @ EA. STEP EMBED 3" INTO CONC. WALL W/ SIMPSON SET -XP EPDXY COMPACTED SOIL PER SOILS REPORT, SLURRY OR CONCRETE 2-#5 CONT. FLAT WORK BY OTHERS 3 1 =1 11 =1 I I 1- O 7 .0 CEILING o I I BOT ENGINEERED U ±3311 I SOIL #5 @ 12" o.c. STD HOOK, TYP. 3" 4-#5 CONT. WATERPROOF LINER TO CUT OFF THE TOP OF THE SOLDIER PILE I =1 I CONTAIN ALL STORMWATER 31-611 CLR. 0) BEAM TO ELEVATION 76.90 AS SHOWN TO I IQ WITHIN TREATMENT BASIN NTS NTS ALLOW FOR SDRSD TYPE 1 WALL AND STORM WATER TREATMENT BASIN CONSTRUCTION 1 1 G (1- 10" CMU WALL & FOOTING � 76.90 = 11� O�� (I_ PER BURKET & WONG CONDITION @ SOUTH OF POOL BIG- RETENTION AREA: RIPARIAN DRAINAGE TOP I BEAM 0 SWALE-STORMWA TER TREATMENT CONTROL AFTER FINAL = COQ WATERPROOFING AND DRAINAGE `t 00 BMP. SPECIFIC SOIL LAYERS PER SECTION E -E. " CUT 30 IF PER SOILS ENGINEERS GROTTO O 6 PVC TO GROTTO SHAFT DIA. RECOMMENDATIONS O JG C o �p�G O� EXIST. HOUSE g O P� STORAGE TANKS 24„ = rn C O� , �� G� �� 1 PROVIDE SWALE IN CONCRETE �� O D 1� O EXIST. HOUSE I D I "I" BEAM I: & DRAIN WESTERLY OR 6 0 E 1�. t — �— — — " =1 SOLDIER PILE PROVIDE AREA DRAINS ' - -- - -J 3 I II: U - _- SLAB AND FOOTING PER ARCHITECTURAL — MIN. -1 DETAILS 72 2 FF LOWERE� m 70.8 3" I CLR. I (- . 8" CMU WALL W/ y` (fm = 1500 psi) #5 (V) @ 24" ox. co #5 (H) @ 24" ox. PL O I SET I BEAM AGAINST NORTH SIDE OF THE SHAFT SCALE: r = z' Co WATER PROOFING & cz r N DRAINAGE BY OTHERS m s o� �o TYPICAL 1— FOOTING TO FOOTING CONDITION DOWEL TO MATCH C vi \P CARLSBAD, CA. 92008 -4387 cy `y VERT. WALL REINF. �F (760) 931 -8700 2'° 4 J 4 °' a. ° a PER ARCHITECTURAL AND LAP PER 6" CV VARIES #3 @ EA. STEP EMBED 3" INTO CONC. WALL W/ SIMPSON SET -XP EPDXY COMPACTED SOIL PER SOILS REPORT, SLURRY OR CONCRETE 2-#5 CONT. FLAT WORK BY OTHERS 3 1 =1 11 =1 I I 1- O 7 .0 CEILING o I I BOT ENGINEERED U ±3311 I SOIL #5 @ 12" o.c. STD HOOK, TYP. 3" 4-#5 CONT. WATERPROOF LINER TO CUT OFF THE TOP OF THE SOLDIER PILE I =1 I CONTAIN ALL STORMWATER 31-611 CLR. 0) BEAM TO ELEVATION 76.90 AS SHOWN TO I IQ WITHIN TREATMENT BASIN NTS NTS ALLOW FOR SDRSD TYPE 1 WALL AND STORM WATER TREATMENT BASIN CONSTRUCTION 1 1 G (1- 10" CMU WALL & FOOTING � 76.90 = 11� O�� (I_ PER BURKET & WONG CONDITION @ SOUTH OF POOL BIG- RETENTION AREA: RIPARIAN DRAINAGE TOP I BEAM 0 SWALE-STORMWA TER TREATMENT CONTROL AFTER FINAL = COQ WATERPROOFING AND DRAINAGE `t 00 BMP. SPECIFIC SOIL LAYERS PER SECTION E -E. " CUT 30 IF PER SOILS ENGINEERS GROTTO O 6 PVC TO GROTTO SHAFT DIA. RECOMMENDATIONS O JG C o �p�G O� EXIST. HOUSE g O P� STORAGE TANKS 24„ = rn C O� , �� G� �� 1 PROVIDE SWALE IN CONCRETE �� O D 1� O EXIST. HOUSE I D I "I" BEAM I: & DRAIN WESTERLY OR 6 0 E 1�. t — �— — — " =1 SOLDIER PILE PROVIDE AREA DRAINS ' - -- - -J 3 I II: U - _- SLAB AND FOOTING PER ARCHITECTURAL — MIN. -1 DETAILS 72 2 FF LOWERE� m 70.8 6" PVC @ 0.5% I o I (- . �9 F E. y` a . ° co PL UP WELL EXIST. WALL SETBACK LINE o d, 3 o E !'� PL O I SET I BEAM AGAINST NORTH SIDE OF THE SHAFT SCALE: r = z' ,;, ,;,,;,_,;,_,;,— ,;,— ,;,— ,;, —,; —; _; cz r N TO REMAIN m s o� �o TO MAXIMIZE HORIZONTAL CLEARANCE ON SITE. I 1— FOOTING TO FOOTING CONDITION �z C vi \P CARLSBAD, CA. 92008 -4387 cy `y ALL SHORING CONSTRUCTION DETAILS AND 1 �F (760) 931 -8700 2'° 4 J 4 °' a. ° a PER ARCHITECTURAL AND UcT�RP� DETAILB r SPECIFICATIONS PER SHEETS 7 -12 DWG. N0. 11087 -G. _ D�� BY ° ° I STRUCTURAL DETAILS \T OF CALF &a CHANGE NO. U) J a U V) d ° Q e: d I' = 4' HOR. (1 — a ° U OFESS/ W * - ENGINEERED SOIL MIX.• 50% CLEAN SAND 30% TOP SOIL 20% HARDWOOD MULCH DESCRIPTION APPROVED DATE BENCHMARK SCALE ILT CNA NG ES u/a THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 25" BRASS DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NN1 ELEVATION = 67.64 NAVD 88 K: \Land Projects 3 \898- 1218 - 600 \dwg \GP \1218- GP- 03.dwg 7 -12 -2012 s � H Q_' bhAInc. o SECTION G -G y` w No. 65090 1;0 land �1�1n11�, C/l ®1�Bn 11�, SV9Ve1L SCALE: r = z' 5115 AVENIDA ENCINAS "L" i? ] Q SUITE C vi \P CARLSBAD, CA. 92008 -4387 J �F (760) 931 -8700 r SPECIAL DISTRICT APPROVAL D�� BY DRAWN BY CHEMED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. MH PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED RY: BASIN & WALL DETAILS FOR: U DATE: Zo ZZ� :� �()� , BY: BY: MASIH MAHER, C42519 NEP TUNA TERRA 11087 -G ? R.C.E. NO. 65090 GR G S DS 1550 NEPTUNE AVENUE, LEUCADIA, CA. MICHAEL H. SMITH DEPUTY CITY ENGINEER Q DATE 7/24/ l7i DATE 2� PLANNING CASE N0. 10 -129 CDP SHEET 3 OF 23 Im TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED 1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO 1 X ACHIEVE THE DESIGN BEARING CAPACITY. 2 MASONRY 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND PRESTRESSING TENDONS, AND PLACEMENT EPDXY PER [CC ESR 2508 @ CONCRETE, HAVE REACHED PROPER MATERIAL. 3 X 3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. - X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X VERIFY SOIL CONDITIONS CONFORM WITH SOILS DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL. INVESTIGATION REPORT 5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE 5 FOUNDATION EXCAVATIONS SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED _ X PROPERLY. X -- a. SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD), WHO HAS PREPARED THE APPROVED GEOTECHNICAL INVESTIGATION REPORT. b. A SOILS INSPECTION REPORT (SIGNED, STAMPED AND DATED BY THE SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD), SHALL BE SUBMITTED TO, AND APPROVED BY THE CITY'S BUILDING INSPECTOR PRIOR TO FOUNDATION CONCRETE PLACEMENT. c. REF: FOUNDATION NOTE #1 ON SHEET 1S1.1 FOR GEOTECHNICAL REPORT INFORMATION TYP. REINFORCED MASONRY: 1. CONCRETE BLOCK UNITS SHALL COMPLY WITH A.S.T.M. C 90, GRADE 'N'TYPE '1% MEDIUM WEIGHT, fm =1500 psi. WITH SPECIAL INSPECTION. 2. RETAINING WALLS AND ALL WALLS SHALL BE GROUTED SOLID U.O.N. 3. ALL WALLS SHALL BE GROUTED SOLID. LIFTS SHALL NOT EXCEED 4' -0" IN HEIGHT. CLEANOUT HOLES SHALL BE PROVIDED AT THE BASE OF ALL GROUTED CELLS GREATER THAN 24" o.c. FOR SOLIDLY GROUTED MASONRY, GROUT SHALL BE MECHANICALLY VIBRATED. 4. GROUT CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR 1 112" BELOW THE TOP OF THE UPPERMOST UNIT. 5. MORTAR SHALL BE "TYPE S" PER THE 2010 CALIFORNIA BUILDING CODE. 1800psi. MIN. 6. GROUT SHALL BE 2000 psi. MIN. @ 28 DAYS AND SHALL COMPLY WITH CBC 2105.3.7. 7. REINFORCING SHALL COMPLY WITH A.S.T.M. A615, GRADE 60. 8. PROVIDE (2) #5 VERTICAL BARS MINIMUM @ END OF ALL WALLS TYP. 9. CONTINUOUS REINFORCING SHALL LAP PER 4/S1.2. 10. MASONRY CONSTRUCTION SHALL BE RUNNING BOND U.O.N. ITEMS REQUIRING SPECIAL INSPECTION: CONTINUOUS INSPECTION SHALL BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS RETAINED BY OWNER AND APPROVED BY THE BUILDING OFFICIAL TO ACT AS A SPECIAL INSPECTOR FOR THE FOLLOWING: NO. DESCRIPTION OF TYPE OF INSPECTION REQUIRED, DESIGN CONTINUOUS LOCATION, REMARKS, ETC. STRENGTH 1 ALL CAST -IN -PLACE CONCRETE fc = 3000 psi 2 MASONRY fm =1500 psi PRESTRESSING TENDONS, AND PLACEMENT EPDXY PER [CC ESR 2508 @ CONCRETE, 3 THE BENCHMARK FOR THIS SURVEY 1S THE CITY OF ENCINITAS CONTROL POINT °1004° 25' BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF R41WREE DRIVE. ELEVATION = 6764 NAVD 88 2. INSPECTION OF REINFORCING STEEL WELDING IN EPDXY PER ICC ESR 1772 @ MASONRY. AWS DIIA 4 VERIFY SOIL CONDITIONS CONFORM WITH SOILS INVESTIGATION REPORT 5 FOUNDATION EXCAVATIONS 6 SOIL COMPACTION AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE 1. INSPECTION OF REINFORCING STEEL, INCLUDING X ACI 318:3.5,7.1-7.7 1913.4 PRESTRESSING TENDONS, AND PLACEMENT THE BENCHMARK FOR THIS SURVEY 1S THE CITY OF ENCINITAS CONTROL POINT °1004° 25' BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF R41WREE DRIVE. ELEVATION = 6764 NAVD 88 2. INSPECTION OF REINFORCING STEEL WELDING IN PLANS PREPARED UNDER THE SUPERVISION OF 4 _ _ -- - DATE: '2612 SMITH H. S R.C.E. NO. 65090 MICHAEL H AWS DIIA RETAINING WALL NOTES & DETAILS FOR: NEP TUNA TERRA 1550 NEPTUNE AVENUE, LEUCADIA, CA. PLANNING CASE NO. 10 -129 CDP ACCORDANCE WITH TABLE 1704.3, ITEM 5b ACI 318: 3.5.2 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE X -- -- 1911.5 LOADS HAVE BEEN INCREASED. SHEET 4 OF 23 4. VERIFYING USE OF REQUIRED DESIGN MIX. - X ACI 318: Ch. 4, 5.2 -5.4 1904.2.2, 1913.2, 1913.3 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR ASTM C 172, ASTM C -31 1913.10 CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE X - ACI 318:5.6,5.8 CONCRETE. 6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT X -_ ACI 318:5.9,5.10 1913.6, 1913.7, 1913.8 FOR PROPER APPLICATION TECHNIQUES 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING _ X ACI 318:5.11-5.13 1913.9 TEMPERATURE AND TECHNIQUES. 8. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE AND PRIOR TO REMOVAL - X ACI 318: 6.2 OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS -- X ACI 318:6.1.1 OF THE CONCRETE MEMBER BEING FORMED. 10. POST - INSTALLED ANCHORS -- -- - a. WHERE APPLICABLE, SEE ALSO SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE. R REINF. SAME SIZE - SPACING AS FOOTING REINFORCING al NOTES: 3" CLR. RISE 2' -0" MAX. 1. SLOPE TO BE 1 -VERT. TO 2- HORIZ. UNLESS SHOWN OTHERWISE. 2. CONTRACTOR TO COORDINATE NUMBER AND SIZE OF STEPS AS REQUIRED BY SITE CONDITION. CONTINUOUS STEP FOOTING it COPYRIGHT © 2011 BURKETT & WONG ENGINEERS: GENERAL: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. DO NOT SCALE DETAILS OR DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS WHERE REQUIRED. 2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 4. ALL WORK SHALL CONFORM TO THE 2010 EDITION OF THE CALIFORNIA BUILDING CODE AND OTHER REGULATORY AGENCIES WHO MAY HAVE AUTHORITY OVER THE WORK. 5. THESE DRAWINGS REPRESENT THE STRUCTURE IN ITS FINAL CONFIGURATION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR ALL MEANS AND METHODS ASSOCIATED WITH ACHIEVING THIS FINAL CONFIGURATION, INCLUDING BUT NOT LIMITED TO SHORING, BRACING OR SOILS EXCAVATIONS. 6. MATERIAL NOTES & SPECIFICATIONS ON THESE DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATIONS IN THE CASE OF A DISCREPANCY. 7. ALL REFERENCED CODES AND STANDARDS SHALL BE THE LATEST APPROVED EDITION, U.O.N. FOUNDATION: 1. CHARACTER OF FOUNDATION SOIL, SEE SOILS REPORT BY: "TERRA COSTA CONSULTING GROUP" INC., PROJECT NO. 2678, DATED DECEMBER 23, 2010. 2. MAXIMUM SOIL PRESSURE: 2000 P.S.F. FOR DEAD PLUS LIVE LOADS. THE ALLOWABLE BEARING PRESSURES MAY BE INCREASE BY 1/3 WHEN CONSIDERING LOADING OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. 3. FOOTINGS SHALL EXTEND A MIhIIMUM DEPTH OF V -6" BELOW PAD GRADE AND SHALL BE FOUNDED ENTIRELY ON INTACT FORMATIONAL SOILS. CONTINUOUS FOOTING SHALL BE AT LEAST V -0" WIDE AND SPREAD FOOTING SHALL BE AT LEAST 2' -0" SQUARE. 4. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED PRIOR TO PLACING OF CONCRETE. 5. ALL HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 6. RETAINING WALLS SHALL BE BACKFIELD WITH LOW EXPANSIVE SOIL (El < 50). 7. FINAL GRADING REPORT SHALL BE SUBMITTED @ COMPLETION OF PROJECT. 8. SEE SOILS REPORT FOR PAD PREP. REQUIREMENTS. CONCRETE: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS AS FOLLOWS: MAX. W/C RATIO A. SLAB ON GRADE ............................... ............................... 3000 psi 0.60 2. CEMENT SHALL COMPLY WITH A.S.T.M. C150 TYPE II. CLASS F FLY ASH MAY BE SUBSTITUTED UP TO A MAXIMUM OF 20016 BY WEIGHT OF CEMENTITIOUS MATERIALS IN NORMAL WEIGHT CONCRETE. 3. NO PIPES OR DUCTS SHALL BE PLACED IN CONCRETE PIERS, GRADE BEAMS OR SLABS UNLESS SPECIFICALLY DETAILED. 4. REINFORCEMENT SHALL BE SECURELY SUPPORTED IN POSITION PRIOR TO PLACING CONCRETE. 5. SPLICE CONTINUOUS REINFORCING WITH 2' -0" MIN. LAP U.N.O. PER 3/S1.2. BARS SPLICED WITH NONCONTACT LAP SPLICES SHALL NOT BE SPACED TRANSVERSELY FARTHER APART THAN THE SMALLER OF ONE -FIFTH THE REQUIRED LAP SPLICE LENGTH, AND 6 IN. 6. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318, LATEST APPROVED EDITION) AND THE MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION BY C.R.S.I. AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS. STAGGER SPLICES AT SLAB ON GRADE. PROVIDE BAR BENDS PER 51S1.2. 7. TYPICAL CONCRETE COVERAGE OF REINFORCING: CONCRETE CAST AGAINST EARTH:--------------------------------------------- -- - - -- 3" EXPOSED TO EARTH OR WEATHER - #6 AND LARGER-------------------- - - - - -- 2" - #5 AND SMALLER - - - -- -- - -- --- - - - - -1 1/2" UNEXPOSED COLUMNS, BEAMS, & GIRDERS:--------------------------------- - - - - -1 1/2" WALLS ( INTERIOR):--------------------------------------------------------------------------------- - - - - -- 3/4" 9. REINFORCEMENT SHALL COMPLY WITH A.S.T.M. A615, GRADE 60. (A.S.T.M. 706 GRADE 60 @ WELDED REBAR). E. 'rUC7U�`' �Q. OF CAO � ENGINEERS ENGINEERS & SURVEYORS 3434 Fourth Ave. San Diego CA. 92103 -5704 * (619) 299 -5550 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL I C K: \Land Projects 3\ 898 - 1218- 600 \dwg \GP \1218- GP- 04.dwg 7 -12 -2012 y� Y 1 00 0 0 CV 0) Q U Q GO U) J Q U U1 Q Z U Z W Q Z W Q J LO T r LO 60 U Z m DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. THE BENCHMARK FOR THIS SURVEY 1S THE CITY OF ENCINITAS CONTROL POINT °1004° 25' BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF R41WREE DRIVE. ELEVATION = 6764 NAVD 88 HORIZONAL SEE PLAN VERTICAL NIA PLANS PREPARED UNDER THE SUPERVISION OF 4 _ _ -- - DATE: '2612 SMITH H. S R.C.E. NO. 65090 MICHAEL H REVIEWED BY: BY. /1/I • M BY. MASIH MAHER, C42519 GREG SH DS DEPUTY CITY ENGINEER DATE: 7114/ IL DATE 7,2A / RETAINING WALL NOTES & DETAILS FOR: NEP TUNA TERRA 1550 NEPTUNE AVENUE, LEUCADIA, CA. PLANNING CASE NO. 10 -129 CDP 11087-G SHEET 4 OF 23 K: \Land Projects 3\ 898 - 1218- 600 \dwg \GP \1218- GP- 04.dwg 7 -12 -2012 y� Y 1 00 0 0 CV 0) Q U Q GO U) J Q U U1 Q Z U Z W Q Z W Q J LO T r LO 60 U Z m 0 R = 3D FOR #8 BARS AND SMALLER R = 4D FOR BARS 4D LARGER THAN #8 21/2 MIN. TYPICAL HOOK NOTE: �(�� USE OFFSET ONLY 12D - U.O.N. TYPICAL HOOK WHERE SPECIFICALLY 6 X,,- MAX. SLOPE 450 DETAILED AND AT 1 F COLUMNS. Li le BEAM STIRRUPS COLUMN OR BEAM TIES a5 Z OFFSET SPACED SPLICE CONCRETE CONTACT SPLICE TYPICAL REINF. BAR BENDS # 4 NOSINGJ BAR, TYP: FULL WIDTIH OF STAIF GRADE 1. [9Y w SEE ( 4 #4 @ 12" O.C. EA. WAY 3' I� co J U 0" CONCRETE STAIR ON GRADE � @ � OF SLAB [NOTE: O BE MONOLITHIC. TREAD SHAPE PER # 4 CONT. ARCH'L. DETAILS. 1'- 5 0 CONCRETE LAP SPLICES PER ACI 318 -08 BAR SIZE LAP CLASS F'c =3000 psi LAP, INCHES: 3 B 24 4 B 29 5 B 36 6 B 43 7 B 63 8 B 72 9 B 81 \r.1a�� 1. TABULATED VALUES ARE FOR NORMAL WEIGHT CONCRETE. MULTIPLY BY 1.3 FOR USE IN LT. WT. CONCRETE. 2. TABULATED VALUES ASSUME NO EPDXY COATING. 3. TABULATED VALUES ASSUME CLEAR COVER IS AT LEAST 1.0 DB AND CLEAR SPACING IS AT LEAST 2.0 DB. 4. FOR HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THE BARS, MULTIPLY VALUES BY 1.3. 5. BARS LARGER THAN #11 SHALL NOT BE SPLICED. 6. BUNDLED BARS ARE RE NOT COVERED BY THIS SCHEDULE. CONCRETE LAP SPLICE SCHEDULE MASONRY LAP SPLICES PER ACI 530 -08 & 2010 C.B.C. BAR SIZE 2" MIN. CLEAR COVER & SPACING LAP (INCHES): 3.5" MIN. CLEAR COVER & SPACING LAP (INCHES): 3 16 16 4 26 21 5 40 26 6 54 43 7 101 58 8 152 87 9 193 110 Kln n. 1. TABULATED VALUES ARE FOR GRADE 60 REINFORCING BAR AND MINIMUM 1500 psi MASONRY. 2. TABULATED VALUES ASSUME NO EPDXY COATING. 3. TABULATED VALUES ASSUME MINIMUM CLEAR COVER AND SPACING AS NOTED. 4. #9 BARS ARE THE LARGEST DIAMETER BARS ALLOWED FOR USE IN MASONRY. 5. BUNDLED BARS ARE NOT PERMITTED IN MASONRY. 6. FOLLOW ACI- 530 -08 FOR CIRCUMSTANCES NOT MEETING THESE ASSUMPTIONS. LAP SPLICE SCHEDULE - MASONRY CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT 01004° 25" BRASS DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL N� ELEVATION = 67.64 MAVD 88 K: \Land Projects 3\ 898 - 1218 - 600 \dwg \GP \1218- GP- 05.dwg 7 -12 -2012 TABLE 1704.5.1 LEVEL 1 SPECIAL INSPECTION FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA INSPECTION TASK CONTINUOUS PERIODICALLY CBC AC1530 /ASCE ACI 530.1 /ASCE DURING TASK DURING TASK SECTION 5 /TMS 402 a 6 /TMS 602 a LISTED LISTED 1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS OF SITE-PREPARED MORTAR. -- X -- -- ART. 2.6A b. CONSTRUCTION OF MORTAR JOINTS -- X -- -- ART. 3.313 G. LOCATION OF REINFORCEMENT, CONNECTORS, AND ANCHORAGE. - X -- -- ART. 3.4, 3.6A 2. THE INSPECTION PROGRAM SHALL VERIFY: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS -- X -- -- ART. 3.3G b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO X SEC. 1.2.2(e), STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION 2.1.4, 3.1.6 c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. -- X -- SEC. 1.13 ART. 2.4, 3.4 d. WELDING OF REINFORCING BARS. X SEC. 2.1.10.7.2, -- -- -- 3.3.3.4(b) e. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW-40 F) OR HOT - WEATHER X SEC. 2104.3, ART. 1.8C, 1.8D (TEMPERATURE ABOVE -90 F). 2104.4 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. GROUT SPACE IS CLEAN. -- X -- -- ART. 3.2D b. PLACEMENT OF REINFORCEMENT, CONNECTORS, X - SEC. 1.13 ART. 3.4 AND ANCHORAGES c. PROPORTIONS OF SITE - PREPARED GROUT -- X -- -- ART. 2.613 d. CONSTRUCTION OF MORTAR JOINTS. -- X -- -- ART. 3.313 4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE X -- -- -- ART. 3.5 WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. 5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR X SEC. 2105.2.2, ART. 1.4 SPECIMENS AND / OR PRISMS SHALL BE OBSERVED. 2105.3 6. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS -- X -- -- ART. 1.5 SHALL BE VERIFIED. F7. a. THE SPECIFIC STANDARDS REFERENCED ARE THOSE LISTED IN CHAPTER 35. - � FLOOR OR ROOF LINE 144 x 4' -0" DIAG. (TYP.) 1-#4x4'-O" " U.O.N. DIAG. (TYP.) EDGE OF CONC. TYp. HOOK BARS WHERE EN 2'_6" 0 N EDGE OF CONC. IS TYP. LESS THAN 2' -6" U.O.N. � FROM OPENING � z U.O.N. 2 4 5 DOWELS U.O.N. - MAKE BARS CONT. N WHERE OPNG BELOW NOTE: OMIT DIAGONAL LINES UP BARS IN CONCRETE BEND BARS 4" ABOVE BLOCK WALLS BOTTOM OF FOOTING DOOR OPENING WALL OR SLAB OPENING 4 TYPICAL CONCRETE &MASONRY OPENING REINF. DETAIL nnor.l= CORNER L = PERe FOR CONCRETE L =PER FOR L ALTERNATE BENDS t I 245 VERT. FORS 2 4 5 VERT. WALL REINF. SEE SECTIONS. (TYP.) CORNER BARS SAME SIZE AND SPACING AS HORIZ. WALL REINF. (TYP.) INTERSECTION OPTIONAL CORNER SINGLE LAYER OF REINFORCEMENT GO MASONRY SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY cNeMH BY ENGINEERING DEPARTMENT APPROVALS PLANS PREPARFp UNDER THE SUPERVISION 0 REVIEWED BY: DATE: Z BY: /M • /1,^ el��.., BY.• R.C.E. NO. 65090 MASIH MAHER, C42519 G EG S S MICHAEL H. SMITH DEPUTY CI�ER DATE: 711'( /I L DATE: t 1 0 0 N O) Q U O a DO 0 0 J I M rn I INTERSECTION OPTIONAL CORNER � DOUBLE LAYER OF REINFORCEMENT TYP. REINF. @INTERSECTIONS OF FTG'S., D\o J Q U V) Q Z U Z W ENGINEERS ENGINEERS &SURVEYORS 3434 Fourth Ave. San Diego CA. 92103 -5704 * (619) 299 -5550 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RETAINING WALL NOTES &DETAILS FOR: 1550 N EP EUNA ETERRA GA PLANNING CASE N0. 10 -129 CDP Q Z W Q I UJ DRAWING NO. "' \ 11087 -G z Q SHEET 5 OF 2,311 POST INSTALLED ANCHORS X X 5 DOWELS U.O.N. - MAKE BARS CONT. N WHERE OPNG BELOW NOTE: OMIT DIAGONAL LINES UP BARS IN CONCRETE BEND BARS 4" ABOVE BLOCK WALLS BOTTOM OF FOOTING DOOR OPENING WALL OR SLAB OPENING 4 TYPICAL CONCRETE &MASONRY OPENING REINF. DETAIL nnor.l= CORNER L = PERe FOR CONCRETE L =PER FOR L ALTERNATE BENDS t I 245 VERT. FORS 2 4 5 VERT. WALL REINF. SEE SECTIONS. (TYP.) CORNER BARS SAME SIZE AND SPACING AS HORIZ. WALL REINF. (TYP.) INTERSECTION OPTIONAL CORNER SINGLE LAYER OF REINFORCEMENT GO MASONRY SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY cNeMH BY ENGINEERING DEPARTMENT APPROVALS PLANS PREPARFp UNDER THE SUPERVISION 0 REVIEWED BY: DATE: Z BY: /M • /1,^ el��.., BY.• R.C.E. NO. 65090 MASIH MAHER, C42519 G EG S S MICHAEL H. SMITH DEPUTY CI�ER DATE: 711'( /I L DATE: t 1 0 0 N O) Q U O a DO 0 0 J I M rn I INTERSECTION OPTIONAL CORNER � DOUBLE LAYER OF REINFORCEMENT TYP. REINF. @INTERSECTIONS OF FTG'S., D\o J Q U V) Q Z U Z W ENGINEERS ENGINEERS &SURVEYORS 3434 Fourth Ave. San Diego CA. 92103 -5704 * (619) 299 -5550 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RETAINING WALL NOTES &DETAILS FOR: 1550 N EP EUNA ETERRA GA PLANNING CASE N0. 10 -129 CDP Q Z W Q I UJ DRAWING NO. "' \ 11087 -G z Q SHEET 5 OF 2,311 INTERSECTION OPTIONAL CORNER � DOUBLE LAYER OF REINFORCEMENT TYP. REINF. @INTERSECTIONS OF FTG'S., D\o J Q U V) Q Z U Z W ENGINEERS ENGINEERS &SURVEYORS 3434 Fourth Ave. San Diego CA. 92103 -5704 * (619) 299 -5550 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT RETAINING WALL NOTES &DETAILS FOR: 1550 N EP EUNA ETERRA GA PLANNING CASE N0. 10 -129 CDP Q Z W Q I UJ DRAWING NO. "' \ 11087 -G z Q SHEET 5 OF 2,311 V W m 1 REVISIONS I APPROVED I DATE I REFERENCES K: \Land Projects 3\ 898 - 1218 - 600 \dwg \GP \1218- GP- 06.dwg 7 -12 -2012 N 71 °18'05 1 - - T 3 Car Garage 7 0 10' 5' 0' 10' 20' 30' SCALE: 1" = 10' Waterfall Skimmer Savfo model 5000 with 4000 GPH Submersible pump In- ground TA -60 Biological filter 114 Watt Ultra Violet Sterilizer �� ¢ f, 115 Volt 15 amp GFCI protected electrical service for pump and U.V. Through- wall filter return circulation pipe 18" below water level Pond Layout DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT 01004° 2.5" BRASS DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF R4IN7REE DRIVE. VER77CAL N ELEVATION = 67.64 NAIAD 88 NEPTUNA TERRA CALIFORNIA AQUATICS 10161 Buena Vista Ave. Santee CA 92071 DRAWN I CHECKED DATE DRAWL NO. RY JD 1120/12 03 PLANNING & BUILDING REVIEWED BY.• DA TE: (V 0 0 0 in 00 a I I i I W Z W Q L W Z CL I Z I I I I 4__ Existing Garage wall Drain pipes from roof Pond Cross Section waterline 3' ma #. depth 14— Bridge supports ---- 3" stainless steel pipe see detail Double liner system All plumbing penetrations done with EPDM pipe boots 3" threaded 304 stainless steel flange Compacted Sub -grade Anchor footings see detail /Drawing 2 Skimmer Filter /Pump housing Skimmer faceplate attached to EPDM liner T L—J 12" deep x 12" wide Rock shelf rocks set in mortar bed NEPTUNA TERRA CALIFORNIA AQUATICS 10161 Buena Vista Ave Santee Ca 92071 DRAWN 1 CHECKED I DATE DRAWL NO. RY 1p 1/2011 01 2 Anchor Footing Detail Typ. of 2 3"stainless steel pipe (2) 3" EPDM pipe penetration boots around stainless steel pipe / One boot on each liner layer C Upper liner/ 45mil EPDM Sd1�d bed Lower liner /45mi1 EPDM Proctective underiayment Mortar bed covering flange and anchor bolts 3" threaded 304 stainless steel flange Stainless steel anchor boltsl /2 -13 thread 12" length 2' x 2'x 2' footing with #4 rebar 12" O.C. NEPTUNA TERRA CALIFORNIA AQUATICS 10161 Buena Vista Ave. Santee Ca 92071 DRAWN CHECKED I DATE DRAWG NO. RY 1 JD 1/20/12 02 H Y N Pond Plumbing Layout NEPTUNA TERRA CALIFORNIA AQUATICS 10161 Buena Vista Ave. Santee CA 92071 DRAWN I CHECKED I DATE DRAWG NO. RY ID 1/20/12 04 UL]IGTRD CT UKAWN tSY "'tka`D aT APPROVALS MS CH MS PLANS PREPARED UNDER THE SUPERVISION REVIEWED BY: / DATE: I BY: /L/1 • IV W - BY.• , R.C.E. NO. 65090 MASIH MAHER, C42519 G EG S DS MICHAEL H. SMITH DEPU CITY E GINEER DATE: 7i19/I2 DATE: %. 42, V4 land planning, civil engineedng, sugveying Z 5115 AVENIDA ENCINAS SUITE "L" Q sTq�� CA1�F\P CARLSBAD, CA. 92008 -4387 (760) 931 -8700 u7 P r CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. EROSION CONTROL PLAN & POND DETAILS FOR: NEP TUNA TERRA 11087 -G z 1550 NEPTUNE AVENUE, LEUCADIA, CA. Q PLANNING CASE NO. 10 -129 CDP SHEET 6 OF 23 m NEPTUNATERRA Leucadia, California TEMPORARY SHORING GENERAL NOTES VICINITY MAP 1. THE SHORING ENGINEER IS THE REGISTERED CIVIL ENGINEER WHOSE STAMP RESIDES ON THESE DRAWINGS. 2. THE GENERAL CONTRACTOR AND OWNER ARE AS DEFINED IN THE PROJECT CONTRACT DOCUMENTS. 3. THE SHORING CONTRACTOR IS DEFINED AS THE PARTY RESPONSIBLE FOR INSTALLING THE SHORING SYSTEM AS SHOWN IN THE PLANS HEREIN AND AS DESCRIBED IN THE CONTRACT DOCUMENTS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION AND THE INSTALLATION OF THE SHORING SYSTEM SUCH THAT THE SAFETY OF THE SITE IS NOT COMPROMISED BY CAVING, SLOUGHING, SLOPE STABILITY, ETC. 5. MEANS AND METHODS TO ENSURE THAT SURFACE RUNOFF DOES NOT ENTER THE EXCAVATION OVER THE TOP OF THE BULKHEAD IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 6. HEAVY EQUIPMENT SUCH AS CRANES AND PUMPS SHALL NOT BE PLACED WITHIN 10 FEET OF THE SHORING BULKHEAD UNLESS APPROVED BY THE SHORING ENGINEER. 7. ALL DATA AND DETAILS ON THESE SHEETS ARE THE PROPERTY OF ANDERSON DRILLING. THEY SHALL NOT BE USED WITHOUT PRIOR CONSENT. 8. ALL CONSTRUCTION SHALL BE PERFORMED IN A MANNER CONSISTENT WITH STANDARDS ESTABLISHED BY THE GOVERNING JURISDICTION. 9. THE GENERAL CONTRACTOR OR OWNER SHALL LOCATE ALL EXISTING UTILITY LINES, STORM DRAINS, SEWERS AND EXISTING STRUCTURES PRIOR TO EXCAVATION AND THE INSTALLATION OF SHORING. 10.THE GENERAL CONTRACTOR SHALL CONFIRM THAT THE PROPOSED SHORING DOES NOT CONFLICT WITH FUTURE IMPROVEMENTS SUCH AS MECHANICAL, PLUMBING, AND ELECTRICAL PRIOR TO INSTALLATION. 11.HORIZONTAL CONTROL TO ESTABLISH FACE OF SHORING SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 12. AN UNDERGROUND SERVICE ALERT MUST BE OBTAINED 2 DAYS BEFORE STARTING WORK. 13.ALL INSPECTION SERVICES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR OWNER. 14.MONITORING AS DESCRIBED IN THE PLANS HEREIN, SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 15.ALL PERMITS SHALL BE PROCURED AND PAID FOR BY THE GENERAL CONTRACTOR OR OWNER. 16. ALL ENCROACHMENT PERMITS WITHIN THE PUBLIC RIGHT OF WAY AND LETTERS OF PERMISSION FROM PRIVATE PROPERTY OWNERS MUST BE OBTAINED BY THE GENERAL CONTRACTOR OR OWNER. 17. ALL DATA AND DETAILS ON THESE SHEETS HAVE BEEN DESIGNED FOR APPLICATIONS SPECIFICALLY FOR THE PROJECT NAMED: NEPTUNATERRA, LEUCADIA, CALIFORNIA. ANDERSON DRILLING TAKES NO RESPONSIBILITY FOR THE PERFORMANCE OF THESE DETAILS IF UTILIZED FOR ANY APPLICATION OR PROJECT NAMED OTHERWISE. 18. ALTERNATE STRUCTURAL SHAPES, MATERIAL AND DETAILS CANNOT BE USED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. 19. ALTERNATE PLACEMENT OF THE SHORING ELEMENTS CANNOT BE PERFORMED UNLESS REVIEWED AND APPROVED BY THE SHORING ENGINEER. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NIA ELEVATION = 67.64 NAVD 88 PROJECT ADDRESS NEPTUNATERRA 1550 NEPTUNE AVENUE, LEUCADIA, CALIFORNIA ENGINEER OF RECORD EMPIM R.C.E. 63146 PLANNING & BUILDING REVIEWED BY. 07/09/12 EXP. 6-30-14 DATE M. w No. 63148 Exp. 6/30/1 OF PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. NO. 65090 MICHAEL H. SMITH Underground Service Alert of Soufherr California 80 TOLL FREE 800 0 - 422 -4133 TWO WORKING DAYS BEFORE YOU DIG RE- NOTIFY EVERY TWO WEEKS TICKET # DATE CALLED: USE OF PROPOSALS AND DESIGNS ANY DESIGN OR PROPOSAL PREPARED AND FURNISHED BY ANDERSON DRILLING, INCLUDING ANY VALUE - ENGINEERING PROPOSAL OR PROPOSAL FOR ALTERNATIVE DESIGNS, MEANS, AND /OR METHODS (COLLECTIVELY, "DESIGNS "), HAVE BEEN PREPARED BASED UPON, AND IN ANTICIPATION OF, ANDERSON DRILLING PERFORMING THE WORK CALLED FOR IN SUCH DESIGNS. AS SUCH, THE DESIGNS ARE SPECIFICALLY TAILORED FOR ANDERSON DRILLING'S PURPOSES AND HAVE BEEN PREPARED FOR EXCLUSIVE USE BY ANDERSON DRILLING. OWNER AND /OR CONTRACTOR SHALL NOT USE OR CONTROL THE DESIGNS WITHOUT THE PRIOR WRITTEN CONSENT OF AN AUTHORIZED REPRESENTATIVE OF ANDERSON DRILLING, AND THEN ONLY AS ABSOLUTELY NECESSARY TO PERFORM SUCH PERMITTED USE. THE DESIGNS ARE SUBJECT TO PROTECTION UNDER THE COPYRIGHT ACT OF 1976 AND ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. OWNER AND /OR CONTRACTOR SHALL NOT COPY, REPRODUCE, EMULATE OR MODEL THE DESIGNS OR DISCLOSE, PUBLISH, OR DISSEMINATE THE DESIGNS TO ANY THIRD PARTIES WITHOUT THE PRIOR WRITTEN APPROVAL OF AN AUTHORIZED REPRESENTATIVE OF ANDERSON DRILLING. ANDERSON DRILLING IS AND SHALL CONTINUE TO BE THE SOLE OWNER OF THE DESIGNS. INDEMNITY FOR IMPROPER USE OWNER AND /OR CONTRACTOR SHALL NOT PERMIT OTHER CONTRACTORS TO USE THE DESIGNS ON THIS PROJECT OR USE THE DESIGNS ON OTHER PROJECTS WITHOUT THE PRIOR WRITTEN APPROVAL OF AN AUTHORIZED REPRESENTATIVE OF ANDERSON DRILLING. ANDERSON DRILLING MAKES NO WARRANTIES OR GUARANTEES AS TO THE SUITABILITY OF THE DESIGNS FOR USE BY OTHERS OR FOR OTHER APPLICATIONS OR PROJECTS. ANY SUCH USE SHALL BE AT OWNER AND /OR CONTRACTOR'S SOLE RISK, AND THE OWNER AND /OR CONTRACTOR SHALL INDEMNIFY, DEFEND, INSURE, AND HOLD HARMLESS ANDERSON DRILLING, ITS AGENTS, CONSULTANTS, OFFICERS, DIRECTORS AND EMPLOYEES FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, LOSSES, COSTS AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, COSTS AND EXPENSES, ARISING OUT OF OR RESULTING FROM USE OF THE DESIGNS BY ANY PARTY OTHER THAN ANDERSON DRILLING. SHEETINDEX 11087 -G - 7 OF 23 TITLE SHEET AND GENERAL NOTES 11087 -G - 8 OF 23 OVERALL SHORING PLAN 11087 -G - 9 OF 23 SHORING PLAN AND ELEVATION 11087 -G - 10 OF 23 SHORING PLAN AND ELEVATION (CONTINUED) 11087 -G - 11 OF 23 DETAILS 11087 -G - 12 OF 23 INSTALLATION NOTES AND BEAM SCHEDULE APPROVALS BY /f/I. Maz BY.• MASIH MAHER, 42519 fil DATE. lt DATE: ' �L NOTE 7"PO#gAA)ecStIlll lltl9 DfJISV APPW0kW By'F561L CORP. PAR RC AA7. 1Z -700 ,AM 4�14 Z HAYWARD MAKER ml 030033 /CHAD EL REOADINC. LAKESIDE, CALIFORNIA 92040 Geotechnical Construction PHONE: (619) 443 -3891 FAX: (619) 443-0724 WWW. HAYWARDBAKER.COM CITY OF ENCINITAS ENGINEERING DEPARTMENT SHORING PLAN FOR: NEP TUNA TERRA 1550 NEPTUNE AVENUE, LEUCADIA, CA. PLANNING CASE NO. 10-IM CDP 0 0 • • Q U 0 Q m J G% Q U V) Q z v z Lv Q z w Q J Ln DRAWING NO. LO 11087- G z Q SHEET 7 OF 23 m A NORTH V I OVERALL SHORING PLAN m SCALE: 1"=8' Ir Q U U7 i? p REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK HORIZONAL SEE PLAN REVIEWED BY. SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NIA DATE: ELEVATION = 67.64 NAVD 88 Q z HAYW A D Q?,OFESSION Z CFO PE�M.F9l� w BAWER HAYWARD BAKER, INC. � \�� Q 10303 CHANNEL ROAD No. 63148 rn � LAKESIDE, CALIFORNIA 92040 �/// z Geotechnlcal Construction PHONE: (619)443 -3891 * Exp. 6Z30/14 * Lv FAX: (619) 443 -0724 - -° r� CIVIC �P "in WWW.HAYWARDBAKER.COM / / {F 07/09/12 9TFOF CAL\Fp�� Q MI kbtAe= L M. EMPIZO C.E.63148 XP. 6 -30 -14 DATE j u) DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. LO PLANS PREPARED UNDER THE SUPERVISION OF JeOV16lr &D s - SHORING PLAN FOR: \ DATE: BY AA AA BY NEP TUNA TERRA R r z MASIH MAHER, C42519 110 `--' 7 — v R.C.E. N0. 65090 1550 NEPTUNE AVENUE, LEUCADIA, CA. MICHAEL H. SMITH 7 _ SHEET 8 OF 23 DD DATE: 7�MI�2' DATE: • �� PLANNING CASE NO. /O-/Z! CAS _ NIMAR NP[ APPROVED I DATE NORTH C.l B.J 0: 0 IJf t . O : I- l._i !.., i I. SHORING PLAN (NORTH WALL' SCALE: 1"=4' 0 0 0 0 8' -0" -- - -- - 5 EQUAL SPACES @ 6' -0" O. C. = 30' -0" NOTE: FOR "H" AND "D" SEE SCHEDULE ON SHEET 12. REFERENCES DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. "9 VERTICAL Nom_ mgr ELEVATION = 6764 NAVO 88 46' -0" r u 0 .,9 SHORING ELEVATION (NORTH WALL' SCALE: 1"=4' PLANNING & BUILDING REVIEWED BY.• DATE: 0 PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. NO. 65090 MICHAEL H. SMITH 0 lam',(JO HAYWAD BAKER 030033 CHANNBEL ROAD NC. LAKESIDE, CALIFORNIA 92040 Geotechnical Construction PHONE: (619)443 -3891 FAX: (619) 443 -0724 07/09/12 " +"'L W W W. HAYWARDBAKE R. COM MI H M. EMPIZO R.C.E. 3148 EXP. 6 -30 -14 DATE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT RP.1�(EJr1(� SHORING PLAN FOR: BY: AA-AA BY: � NEP TUNA TERRA MASIH MAHER, 642519 1550 NEPTUNE AVENUE, LEUCADIA, CA. DATE: '? 11 /� L DATE: • t �� PLANNING CASE NO. /0 -/M Wff l�J O �Z 0 \ Q U 0 Q m J Q U w Q z QROFESS /0 z M. F�olc2 LEI �PEL No. 63148 m d xp. 6 30 T4 * Lzil CIV1� �P TFOF > < CAS \EO�� —I I DRAWING NO. "' 11087 - G z Q SHEET 9 OF 23 m REVISIONS -7 . : , APPROVED I DATE n z Al ]RE ` l / 9 r ' SwI r r% PROPOSED TEMPORARY 1 i SHORING WALL MONITORING POINT (TYP. OF 2) AA it s�o PROPOSED ~ - ;! .- STIUTURE IN M '!� I - , 2, r- J \ E �LL BE y r , 1 -10 A % . X� J LIN ilk 32' -0" SHORING PLAN (BUILDING WALL SCALE: 1"=4' a l J S s ; 16 t i Em tr t i7 LAKESIDE, CALIFORNIA 92040 rw, , W GeOteChnlCal Construction . PHONE: (619) 443 -3891 J, Q Q S FAX: (619) 443 -0724 W W. HAYWARDBAKER.COM W �� -- - > 07/09/12 ' M CHA s f 1, .,-114440 .... _ ilk 32' -0" SHORING PLAN (BUILDING WALL SCALE: 1"=4' a l J S s ; 16 t i Em tr t i7 LAKESIDE, CALIFORNIA 92040 rw, , W GeOteChnlCal Construction . PHONE: (619) 443 -3891 J, Q Q S FAX: (619) 443 -0724 W W. HAYWARDBAKER.COM W i7 O9 10 11 NOTE: FOR "H" AND "D" SEE SCHEDULE ON SHEET 12. 2 -10 NORTH r C7 O 0 0 r- 00 I Cn U o 00 0 0 N O) � Q C) 12 13 14 15 0 Q m r J ry - - -- -— 6 EQUAL SPACES @ 8' -0" O. C. = 48' -0" U 61'-8.. Q Z SHORING ELEVATION (BUILDING WALL) N ARQ QROFESS /ON z SCALE: 1 " =4' B E ``��P�` M 'o <!k w HAYWARD BAKER, INC. � g a z o 10303 CHANNEL ROAD No, 63148 m REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK REVIEWED BY: SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF HORIZONAL SEE PLAN LEUCADIA OAKS PARK ON THE WEST SIDE F RAINTREE DRIVE. VERTICAL NIA DATE: ELEVATION = 6764 NAVD 88 LAKESIDE, CALIFORNIA 92040 rw, , W GeOteChnlCal Construction . PHONE: (619) 443 -3891 J, Q Q S FAX: (619) 443 -0724 W W. HAYWARDBAKER.COM W �� -- - > 07/09/12 T9rFOF CAUFOR�\ M CHA M. EMPIZO R.C.E. 631 8 EXP. 6 -30 -14 DATE f 1, .,-114440 .... _ U DESIGNED BY F CHECKED BY O9 10 11 NOTE: FOR "H" AND "D" SEE SCHEDULE ON SHEET 12. 2 -10 NORTH r C7 O 0 0 r- 00 I Cn U o 00 0 0 N O) � Q C) 12 13 14 15 0 Q m r J ry - - -- -— 6 EQUAL SPACES @ 8' -0" O. C. = 48' -0" U 61'-8.. Q Z SHORING ELEVATION (BUILDING WALL) N ARQ QROFESS /ON z SCALE: 1 " =4' B E ``��P�` M 'o <!k w HAYWARD BAKER, INC. � g a z o 10303 CHANNEL ROAD No, 63148 m REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK REVIEWED BY: SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF HORIZONAL SEE PLAN LEUCADIA OAKS PARK ON THE WEST SIDE F RAINTREE DRIVE. VERTICAL NIA DATE: ELEVATION = 6764 NAVD 88 LAKESIDE, CALIFORNIA 92040 * Exp. 6/30/14 * W GeOteChnlCal Construction . PHONE: (619) 443 -3891 J, Q Q FAX: (619) 443 -0724 W W. HAYWARDBAKER.COM W �� -- - > 07/09/12 T9rFOF CAUFOR�\ M CHA M. EMPIZO R.C.E. 631 8 EXP. 6 -30 -14 DATE 1, .,-114440 .... _ U DESIGNED BY F CHECKED BY O9 10 11 NOTE: FOR "H" AND "D" SEE SCHEDULE ON SHEET 12. 2 -10 NORTH r C7 O 0 0 r- 00 I Cn U o 00 0 0 N O) � Q C) 12 13 14 15 0 Q m r J ry - - -- -— 6 EQUAL SPACES @ 8' -0" O. C. = 48' -0" U 61'-8.. Q Z SHORING ELEVATION (BUILDING WALL) N ARQ QROFESS /ON z SCALE: 1 " =4' B E ``��P�` M 'o <!k w HAYWARD BAKER, INC. � g a z o 10303 CHANNEL ROAD No, 63148 m REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK REVIEWED BY: SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF HORIZONAL SEE PLAN LEUCADIA OAKS PARK ON THE WEST SIDE F RAINTREE DRIVE. VERTICAL NIA DATE: ELEVATION = 6764 NAVD 88 LAKESIDE, CALIFORNIA 92040 * Exp. 6/30/14 * W GeOteChnlCal Construction . PHONE: (619) 443 -3891 J, Q Q FAX: (619) 443 -0724 W W. HAYWARDBAKER.COM W �� -- - > 07/09/12 T9rFOF CAUFOR�\ M CHA M. EMPIZO R.C.E. 631 8 EXP. 6 -30 -14 DATE J I U DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PREPARED UNDER THE SUPERVISION OF SHORING PLAN FOR: \ DATE: BY A ..v� ., BY . NEP TUNA TERRA 11087- G z - R.C.E. NO. 65090 MASIH MAHER, C42519 1550 NEPTUNE AVENUE, LEUCADIA, CA. MICHAEL H. SMITH DATE: ��9 /fit DATE: �' '� PLANNING CASE NO. /O - /j9 wp Q m SHEET 10 OF 2 RDA BOTTOM 3 FT. OF TEMPORARY LAGGING CAN BE OMITTED IF SOIL CONDITIONS PERMIT 2500 PSI STRUCTURAL CONCRETE TOE DRILLED SHAFT PER SCHEDULE DRILLED CANTILEVER CROSS SECTION (TEMPO SCALE: NONE BACKFILL REMOVAL DEPTH WITH ON -SITE MATERIAL OR GRAVEL T.O.W. PER ELEVATION DEPTH OF REMOVAL ,p AS REQUIRED 5.. r PRIOR TO INSTALLATION CUT FLANGE AND WEB 5" FROM FACE OF BEAM TO FACILITATE REMOVAL OPTION 1 REVISIONS 6 -11 APPROVED I DATE TOP OF SLURRY r) BACKFILL REMOVAL DEPTH WITH ON -SITE MATERIAL OR GRAVEL DEPTH OF REMOVAL AS REQUIRED DURING LAGGING INSTALLATION CUT FLANGE AND WEB 4" FROM FACE OF BEAM TO FACILITATE REMOVAL SOLDIER BEAM PER SCHEDULE PROPERTY LINE SOLDIER BEAM PER SCHEDULE T.O.W. PER ELEVATION MAXIMUM SPACING PER ELEVATION TIMBER LAGGING PER ELEVATION LAGGING DETAIL 2 -11 SCALE: NONE HOLD TOP OF SLURRY TO REMOVAL \% ELEVATION TOP OF SLURRY OPTION 2 REMOVAL DETAIL 1 AND 2 (AS REQUIRED, BY OTHERS SCALE: NONE REFERENCES DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENC/N(TAS CONTROL POINT "1004° 2.5" BRAY? DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE COR•R OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NIA ELEVATION = 6764 NAVD 88 TIMBER LAGGING PER ELEVATION LAGGING DETAIL `n- I I SCALE: NONE DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 3 -11 SOLDIER BEAM PER SCHEDULE LAGGING PER ELEVATION CORNER DETAIL SCALE: NONE DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 1 Y2" BEARING MIN. DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 1 Yz" BEARING MIN. TIMBER SOLD TIMBER LAGGING SOLDIER BEAM PER SCHEDULE 5 -11 4 -11 LAGGING SLOPE DETAIL SCALE: NONE LAGGING SLOPE DETAIL (OPTIONAL SCALE: NONE N. 6" MIN. HEIGHT ALTERNATE TOEBOARD MAY BE USED �L O O .1 WELD \ 00 �,�- ALTERNATE 6„ O. C. 8" MIN. I 5/8" ASTM 325 BOLT 6" SOLDIER PILE _ \ / CD O PER SCHEDULE \ O TIMBER LAGGING Q SAFETY RAIL DETAIL (TEMPORARY) 7 -11 1 SCALE: NONE o Q m U) o- Q Q z HAYWARDQRpFESS,D� z B R o�P�` M. F��l Fy w HAYWARD BAKER, INC. �v l Q No. 63148 Z 10303 CHANNEL ROAD ° m LAKESIDE, CALIFORNIA 92040 ExP, 6/30/14 W Geotechnical Construction PHONE: (619)443 -3891 P > � FAX: (619) 443 -0724 W � 07/09/12 9TFOF IVI Q ��\ W W. HAYWARDBAKER.COM ^�• CA `�Fp J ICH L M. EMPI F . . 6314 EXP. 6 -30 -14 DATE PLANNING & BUILDING "" "tad. " """ " °' i SOLDIER BEAM APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. l\ PER SCHEDULE MS CH S E REVIEWED BY. • PLANS PREPARED UNDER THE SUPERVISION OF Advlatveo • SHORING PLAN FOR: "H" \ \ TIMBER LAGGING PER BY' /l/�• .v�.►�- BY: NEP TUNA TERRA ELEVATION (ABANDONED rl R.C.E. NO. 65090 IN PLACE) 1550 NEPTUNE AVENUE, LEUCADIA, CA. DATE: MICHAEL H. SMITH DATE: 7/1144 DATE: PLANNING CASE NO. ID — /Z9 CAA Q = m SHEET 11 OF 23 \� 1 -SACK SLURRY MIX ABOVE TOE 1 B.O.E. PER ELEVATION 1 RDA BOTTOM 3 FT. OF TEMPORARY LAGGING CAN BE OMITTED IF SOIL CONDITIONS PERMIT 2500 PSI STRUCTURAL CONCRETE TOE DRILLED SHAFT PER SCHEDULE DRILLED CANTILEVER CROSS SECTION (TEMPO SCALE: NONE BACKFILL REMOVAL DEPTH WITH ON -SITE MATERIAL OR GRAVEL T.O.W. PER ELEVATION DEPTH OF REMOVAL ,p AS REQUIRED 5.. r PRIOR TO INSTALLATION CUT FLANGE AND WEB 5" FROM FACE OF BEAM TO FACILITATE REMOVAL OPTION 1 REVISIONS 6 -11 APPROVED I DATE TOP OF SLURRY r) BACKFILL REMOVAL DEPTH WITH ON -SITE MATERIAL OR GRAVEL DEPTH OF REMOVAL AS REQUIRED DURING LAGGING INSTALLATION CUT FLANGE AND WEB 4" FROM FACE OF BEAM TO FACILITATE REMOVAL SOLDIER BEAM PER SCHEDULE PROPERTY LINE SOLDIER BEAM PER SCHEDULE T.O.W. PER ELEVATION MAXIMUM SPACING PER ELEVATION TIMBER LAGGING PER ELEVATION LAGGING DETAIL 2 -11 SCALE: NONE HOLD TOP OF SLURRY TO REMOVAL \% ELEVATION TOP OF SLURRY OPTION 2 REMOVAL DETAIL 1 AND 2 (AS REQUIRED, BY OTHERS SCALE: NONE REFERENCES DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENC/N(TAS CONTROL POINT "1004° 2.5" BRAY? DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE COR•R OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NIA ELEVATION = 6764 NAVD 88 TIMBER LAGGING PER ELEVATION LAGGING DETAIL `n- I I SCALE: NONE DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 3 -11 SOLDIER BEAM PER SCHEDULE LAGGING PER ELEVATION CORNER DETAIL SCALE: NONE DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 1 Y2" BEARING MIN. DRILLED SHAFT BACKFILLED WITH CONCRETE /SLURRY 1 Yz" BEARING MIN. TIMBER SOLD TIMBER LAGGING SOLDIER BEAM PER SCHEDULE 5 -11 4 -11 LAGGING SLOPE DETAIL SCALE: NONE LAGGING SLOPE DETAIL (OPTIONAL SCALE: NONE N. 6" MIN. HEIGHT ALTERNATE TOEBOARD MAY BE USED �L O O .1 WELD \ 00 �,�- ALTERNATE 6„ O. C. 8" MIN. I 5/8" ASTM 325 BOLT 6" SOLDIER PILE _ \ / CD O PER SCHEDULE \ O TIMBER LAGGING Q SAFETY RAIL DETAIL (TEMPORARY) 7 -11 1 SCALE: NONE o Q m U) o- Q Q z HAYWARDQRpFESS,D� z B R o�P�` M. F��l Fy w HAYWARD BAKER, INC. �v l Q No. 63148 Z 10303 CHANNEL ROAD ° m LAKESIDE, CALIFORNIA 92040 ExP, 6/30/14 W Geotechnical Construction PHONE: (619)443 -3891 P > � FAX: (619) 443 -0724 W � 07/09/12 9TFOF IVI Q ��\ W W. HAYWARDBAKER.COM ^�• CA `�Fp J ICH L M. EMPI F . . 6314 EXP. 6 -30 -14 DATE PLANNING & BUILDING "" "tad. " """ " °' "t "M`tie' APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. MS CH S REVIEWED BY. • PLANS PREPARED UNDER THE SUPERVISION OF Advlatveo • SHORING PLAN FOR: \ DATE: BY' /l/�• .v�.►�- BY: NEP TUNA TERRA 11087-G z R.C.E. NO. 65090 MASIH MAHER, C42519 a 1550 NEPTUNE AVENUE, LEUCADIA, CA. DATE: MICHAEL H. SMITH DATE: 7/1144 DATE: PLANNING CASE NO. ID — /Z9 CAA Q = m SHEET 11 OF 23 REVISIONS (?J INSTALLATION NOTES PROCEDURE FOR DRILLED CANTILEVER BEAM INSTALLATION 1. LOCATE HOLES FOR DRILLED SHAFTS AS SHOWN IN THE PLANS. LOCATIONS CAN BE ADJUSTED PER APPROVAL OF THE SHORING ENGINEER. 2. DRILL VERTICAL SHAFTS TO THE DEPTHS AND DIAMETERS SHOWN ON THE SCHEDULE IN THE PLANS HEREIN. PLACEMENT TOLERANCE SHALL BE 2" IN OR 2" OUT AS AUTHORIZED BY THE SHORING ENGINEER. INSPECTOR TO VERIFY DEPTHS AND DIAMETERS OF DRILLED SHAFTS. 3. BACKFILL EMBEDMENT DEPTH, "D ", WITH STRUCTURAL CONCRETE. BACKFILL THE REMAINDER OF THE SHAFT, "H ", WITH A 1 -SACK SLURRY MIX. 4. BEGIN EXCAVATION IN LIFTS AS DETERMINED BY THE SOIL ENGINEER OF RECORD. 5. INSTALL LAGGING ELEMENTS BETWEEN THE INSTALLED PILES AS REQUIRED BY THE SOIL CONDITION. 6. BACKFILL VOIDS BEHIND LAGGING WITH HAND COMPACTED SOIL. GROUT MAY BE USED IN CASES WHERE UNDERPINNING OR EXISTING STRUCTURES ARE SUPPORTED BY THE SHORING BULKHEAD. 7. REPEATS STEPS 4 -6 UNTIL BOTTOM OF EXCAVATION IS REACHED. MONITORING OF SHORING BULKHEAD (BY OTHERS) 1. A BASELINE SURVEY OF THE EXISTING STRUCTURE ADJACENT TO THE SITE SHALL BE PERFORMED PRIOR TO EXCAVATION. 2. WHERE THERE IS AN EXISTING STRUCTURE WITHIN THE INFLUENCE OF THE SHORING, A MINIMUM OF ONE INCLINOMETER SHALL BE PLACED BEHIND THE BULKHEAD. THE LOCATION SHALL BE VERIFIED IN THE FIELD BY THE GEOTECHNICAL ENGINEER OF RECORD (OR REPRESENTATIVE) PRIOR TO INSTALLATION. 3. IF PERMITTED BY THE ADJACENT OWNER, SETTLEMENT AND CRACK GAGES SHALL BE PLACED IN AN AREA WITHIN A HORIZONTAL DISTANCE 2 TIMES THAT OF THE EXCAVATION HEIGHT FROM THE FACE OF THE BULKHEAD. 4. MONITORING POINTS SHALL BE ESTABLISHED AT THE TOP OF PILES AT THE LOCATIONS SHOWN. 5. POINTS SHALL BE MONITORED ON A WEEKLY BASIS UNTIL THE EXCAVATION REACHES FULL DEPTH. AFTER EXCAVATION HAS BEEN COMPLETED, THE MONITORING INTERVAL CAN BE INCREASED TO A MONTHLY BASIS. 6. MONITORING DATA SHALL BE FORWARDED TO THE SHORING ENGINEER. IF DATA INDICATES THAT THE PERFORMANCE OF THE SHORING SYSTEM IS INADEQUATE, CORRECTIVE MEASURES SHALL BE RECOMMENDED. MATERIALS 1. STRUCTURAL STEEL (IE. BEAMS): ASTM A -572 (50 KSI STEEL) 2. MISCELLANEOUS STEEL (IE. ANGLE IRON, PLATES, PIPES): ASTM A -36 (36 KSI STEEL) 3. TIMBER LAGGING: DOUGLAS FIR #2 OR HEM FIR PRESSURE TREATED FOR GROUND CONTACT. 4. STRUCTURAL CONCRETE: TYPE II, 2500 PSI COMPRESSIVE STRENGTH IN 28 DAYS. 5. LEAN MIX SLURRY: SHALL CONTAIN 1.0 SACK OF CEMENT PER CUBIC YARD OF CONCRETE. APPROVED DATE REFERENCES DATE BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEY IS THE'`CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK HORIZONAL SEE PLAN SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. VERTICAL NIA ELEVATION = 67.64 NAVD 88 PLANNING & BUILDING REVIEWED BY. DATE: 8 8 1 BEAM SCHEDULE 5 8.0 13.0 24.0 9 15 Beam Toe Total Shaft From To Sold. Use Height ** Depth Drill Diameter SB SB Bm. Section* 13.0 24.0 N Cn Qty Q "H" Dtoe H +D d C Q Beam ft ft ft in 1 1 1 W12x26 5 10.0 15.0 24.0 2 7 6 W24 x 68 10 13.0 23.0 30.0 7A 7A 1 W12x26 5 10.0 15.0 24.0 PLANNING & BUILDING REVIEWED BY. DATE: 8 8 1 W12x26 5 8.0 13.0 24.0 9 15 7 W14 x 30 11 14.0 25.0 24.0 16 16 1 W12x26 5 8.0 13.0 24.0 TOTAL 17 * ALTERNATE STRUCTURAL SHAPES MAY BE USED PER APPROVAL OF THE SHORING ENGINEER DESIGNED BY DRAWN BY CHECKED BY PLANS PREPARED UNDER THE SUPERVISION OF DATE: R.C.E. NO. 65090 MICHAEL H. SMITH HAYWARD B03003 CHAN EL REOADINC. LAKESIDE, CALIFORNIA 92040 Geotechnica! Construction PHONE: (619)443 -3891 4 OR FAX: (619) 443 -0724 W W W. HAYWARDBAKER.COM APPROVALS BY: ,M. A - BY. MASIH MAHER, C42519 DATE: 7IM /12 DA TE: 7' • L IN TV - EM -- 07/09/12 6 -30 -14 DATE CITY OF ENCINITAS ENGINEERING DEPARTMENT SHORING PLAN FOR: 1550 NEPTUNE AVENUE, TERRA CA. 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' A TVA RA,11AAAf f WIDGIE k CAL 17 tXINVfM RUXX WALLS A00 FMA'.ITrg,'n 10Vr3AAW It LffIiln AA. h: M; A,% A9MjMTjE` )CAL M'A',"Pd:.:XAI" SOVKM 1 1 "JOATM VALVE MANIMV, A3T A ' MAM9014AX fuN "F*A TO IMMAa3' 31 R'a. .:® -" .4 MAIN LEVEL 1 , __ t' gTyW, Ci' YA gB. fib" ng, &#L.xSa�q§DSCA.'s'�`. ya.tp�i"I"=NN S TO ;TKI& MAaTWT- ANVVRI)tflff T FR.,A r m- r obt °tlt 1 Of VvATv To ATrRACT d rtT1SF.R %F'frWj M FAT NA 1, n MUM KI)Mf,,V AA 1' -TREKS N AI.A", r� Ai tiaA°kAK CMUS - A.F4A8 Af XJE`y ,�fi � ITEC.'`r�iklli#4>stl'€�Af £;.Y U 0 177m Bit T„PAMf LENM Tf �xp TAM P11OLF PLAN" —N-TN" i) I SRS * GAM ffEA RIND$:: vt AcTram L1wrmA0 my kwf)"A€'M. s Tm&RI", -F TvovS rAv m ANT AquAre mwn i Vi wAB K" T iAU1i'%;AIVP 4:. #�IT"1.'. '?ate): et'€eF?v' W"~StA° T STWVW# V4 sp(Awm MMI14AW aM UIN'T 3R,.�k'#'*F"r..T S - W/ EDIBLE PLANTS S L � LI.J [3Y t�VVNE +fir @^'� ;°?"RA ' �s- v3 7TAXMm kt 'T..3timRa31''.FXIE`i'1"'%fa IMSr��. k.R - ...'e''8't °C�Eu�'1L =sN &INSTALL 6Y OTHERS. :a1�S4 fiA�? Mkt tAw €.� _ �7 Riak, z 1L:1 T oaz -POMIX MA.VM -- . CAPSK0.00L.14011, nwmi ..t*a^'kffiL IK f ly CN `03 tXTOM MAX iSOT p�� Aot A MAYA 4 " 1. raver w f4Wd iMo 3ga"avet (.OPTIONAL - PROVIDE-. I "URP & IRRIGA T ION SYSTEM) III$ '. e V66 X"ALLC" vm 0w } PLANS PREPARED UNDE R THE PERWSI I Ord ;2-28-14 LIC NO..- 2041 Michael J. Bun 34- pax I 11v W X wt 1' slo u, Max r vox A GAL I CAL S CAL I GAS ,. 4 GAL 3 G, 7 CAL 1 CAL 1, GAL 1 t"xAi, k GAL 4 am, F nAL i *XIAN fWATIER FLAX"' wt MA,.. .. PMAtlPff A br, "V A4.. wz M- AM A UL4,rN T A ➢TARO €°Nt'S'`E'k"'w_vjAI *.ds'YI' mp-" 1 GAL NAT11If R:WIAR a :. P.k SALE -1 ARWYO 14w Al . TymA M W, RICAT -T-IJI 1 �3 R1 RtTSA CALfl7fWNWAi C .1I t CAL A TVA RA,11AAAf f WIDGIE k CAL i13 A1At 1US I mommy s 1 o*l- tS A3T A ' MAM9014AX fuN o R'a. rmwA F "i1. %s f'm*rs k GAL NA�'pT,�tiF CoA At" �4 m VILAIVIN ?A) 4tK V*AA1HAMAT N fi VIE --Kv B I N2 ENCOUA CAL &RSA M CAR P -IA 1 B AL j 3 CURPOM NWVMWR 3 WA L'c+i311.., ' tom, MAJIr IXi SAND 1 k5 ELT . IA 59T A t 0,1" S"4kiM 1 AL 4 01 A)tryA FM.71„°r' 131 ?'TA. t cRA41,A:. E GAL. ;:i4NNIMtf14 Y 6 t 5 f4 � A k3'�..diapY!' ++.<��..(fJA �.-MJV 'I @ 1.. gNi¢.a_ei 8 'r lR k = 3 7«- 35 G.xeRpp,4fVp4,,- %.4.pi, �tA y x ?l}a .g�yy.5a1 aLn :. ,Fe�?A 3 R"O'N VCNIIAL *VIX AR T k 1T aATS I 71 tAt iR AR *.AT At AR W-4 TIM ;Tat kt RA G'A '7�'i�1�9,i#AR�€ARAL`�`�'i e ISt*s LINEAL ROOT BARRIERS ; P FOR TREES WITHIN 5' OF PAVING. 3:4) WE UTLO T TOM OF PAZE 2,07 3 a S � ENGINEERING DEPARTMENT APPROVALS DEPT} CITE" t)A LINEAL ROOT E FOR TREES WI' j! U0 iR IERS. TYP. H! 5' OF PAVING. (OPTIONAL) USE 4" POP -UP HEAD, TYP. SEE SHEETS 15 & 116 GRASSCRETE OR EQUAL Co { 4- at i OPTIONAL SEEED TURF OVER TOPSOIL (IRRIGATED) OR 3/8" GRAVEL GRASSCRETE PAVERS OR EQUAL (MIN. 3" THICK) 2" OF 318" GRAVEL 6" OF 3/4" CRUSHED ROCK 1 .s, m i9- r 1 °TI W, g _ ,�� - I * �2� hadkwom" IN= NOTES: - DESIGN OF ROOF PLANTERS & VEGETATIVE ROOF SYSTEMS TO BE PROVIDED BY OTHERS, N.I.C. - EDIBLE PLANTS TO BE SELECTED BY OWNER. - ENGINEERED SOIL MIX TO BE PROVIDED BY OTHERS. PLANS PREPARED UNDER THE SIJPfRWq0N OF DA Tr, 2-28-14 UC. NO- 2041 Michaell ich ENGINEERING DEPo AWIeWif4P NASW "WR-* FZ559 DATE :Zjtjd?, I SHEET 14 OF 23 m 0 m I Wa I do A MW _. REWIRUMOIN ' Rf T?6 — $% %f_ i5 CKK,0W ASsumy, S. m PER CODE. f1VC CjM0t? ,F 4n MI EWUN{ IS 1ARP. PROVIDE SLEEVES UNDER ALL PAVING. IM tW 1 S t-"Wf PCW14tU 40 MININItN, 1 PROVIDE SLEEVES UNDER ALL PAVING. raw C(wTw' vAi. vs „"Ti .:mw n ow "T . Ws mup7twexcir *amt:.7*„i, 0 'MO' #570ZPRX &p.R pRAY SrRAY * , X= PEW10PO NOM 1t VEPA F WrM SO OVEkSPRA'': LAWN Ate. T # 11"wAx SpIms Ir f1 1'P tPAAT} 'ADS WM 1tC 1c i.q sPR,,,%- AZO71„ 0 RL ki. sl Rj( IV, 5 , 'It$ `Y'kid"!.eM PR' 1r Ct €irN,G 141 INCE11 vo rim I III Fs" Is V A1155 1 13 f"N %A T 1 C' t'M1'b"T 0tS AITA 0, WE 0 Its If4`° t X I Ti ARM W T T 14 n A 9 n C LMA"t1 A. (1) FOR I? *,1; (W- & PKXW TFRRRAM AND, R .W04 PIANVMA, $ I $ TCx MAIN 1.XV113 -1.,Az 1 t 1 1 l- 314„ )t7 t"A MAIN LEVEL IRFRUG"'ATION PLAN PLANS PREPARED UNDER THE SVPf-RW.90N OF DATE. 2 -28 -14 d.1C, NO- 2041 Michael . Bungani 3 VALVE MANIFOLD FOR CONTROLLER #2 a::a aura = "as. 1j D t a a a a k a a a s a Lj s a a k s s a a a e k s k ;OPTIONAL) USE 4" POP- UIHEADS @'GRASSCRETE' _.. ... a MAIN LEVEL IRFRUG"'ATION PLAN PLANS PREPARED UNDER THE SVPf-RW.90N OF DATE. 2 -28 -14 d.1C, NO- 2041 Michael . Bungani 3 VALVE MANIFOLD FOR CONTROLLER #2 a::a aura = "as. 1j D L .: ■ �' r { 1-� Lo DRAWING O. Lj SLEEVE FOR IRRIGATION +INLINE AS RED. UNDER ALL PAVING. ;OPTIONAL) USE 4" POP- UIHEADS @'GRASSCRETE' DRIVEWAY ADJUST RADIU TO S` -R' ,AS RED. FOR HEAD TO HEAD COVERAGE, iYP. ' . �.. 3. . r 34 (OPTIONAL - PROVIDE TURF & IRRIGATION SYSTEM) 4( VERIFY SIZE. LOCATION, & STATIC PRESSURE. i EXIST- SERVICE LINE. VERiF' SIZE & LOCATION a $ L .: ■ �' r { 1-� Lo DRAWING O. • r d. t i y } s r "40^ i 0 i 0 i Y $ E LLJ 3g3g ��++8 be \ 5I} y qqq E aj 3 � V 1 �z 9 3 m ,• -ems E { a ``• i E tE i _ r � i f r 13 £ it i t E i, T r � xi { i £ t t £ 3 E E d. t i y } s r f "40^ i 0 i 0 i Y $ E LLJ 3g3g ��++8 be \ 5I} y qqq E aj V 1 m ,• -ems tE i _ r g r £ it i t E T f ze e Roof Terrace Drip lines & Emitters /--^ Irrigation Mainline @ Grade. See Sht 15 s �, ry i f 9 10 11 Install Drip & Zone Kit with Pressure Regulator Valves at Grade in Manifold w/ 3/4 \3/4314 Recessed Valve Box I / Per Manuf. Specification & Standard Details Roof Planters with Drip Lines &Emitters E c fir' f A-4 Y .,,...•..- Roof Planters with Drip Lines & Emitters .� € t T ff C Irrigation Controller #1 for Live Roof & Roof Deck Planters Install in W.P. Stainless Steel Cabinet Provide W.P. Outlet. for Power Supply t T i.i a` O "40^ i 0 i 0 gg $ E LLJ 3g3g ��++8 be ze e Roof Terrace Drip lines & Emitters /--^ Irrigation Mainline @ Grade. See Sht 15 s �, ry i f 9 10 11 Install Drip & Zone Kit with Pressure Regulator Valves at Grade in Manifold w/ 3/4 \3/4314 Recessed Valve Box I / Per Manuf. Specification & Standard Details Roof Planters with Drip Lines &Emitters E c fir' f A-4 Y .,,...•..- Roof Planters with Drip Lines & Emitters .� € t T ff C Irrigation Controller #1 for Live Roof & Roof Deck Planters Install in W.P. Stainless Steel Cabinet Provide W.P. Outlet. for Power Supply t T i.i a` O "40^ i 0 i 0 gg £ LLJ 3g3g ��++8 be \ 5I} y aj 1 ze e Roof Terrace Drip lines & Emitters /--^ Irrigation Mainline @ Grade. See Sht 15 s �, ry i f 9 10 11 Install Drip & Zone Kit with Pressure Regulator Valves at Grade in Manifold w/ 3/4 \3/4314 Recessed Valve Box I / Per Manuf. Specification & Standard Details Roof Planters with Drip Lines &Emitters E c fir' f A-4 Y .,,...•..- Roof Planters with Drip Lines & Emitters .� € t T ff C Irrigation Controller #1 for Live Roof & Roof Deck Planters Install in W.P. Stainless Steel Cabinet Provide W.P. Outlet. for Power Supply t T i.i a` O "40^ 0 i 0 gg £ LLJ 3g3g ��++8 be \ 5I} y aj m ,• -ems ze e Roof Terrace Drip lines & Emitters /--^ Irrigation Mainline @ Grade. See Sht 15 s �, ry i f 9 10 11 Install Drip & Zone Kit with Pressure Regulator Valves at Grade in Manifold w/ 3/4 \3/4314 Recessed Valve Box I / Per Manuf. Specification & Standard Details Roof Planters with Drip Lines &Emitters E c fir' f A-4 Y .,,...•..- Roof Planters with Drip Lines & Emitters .� € t T ff C Irrigation Controller #1 for Live Roof & Roof Deck Planters Install in W.P. Stainless Steel Cabinet Provide W.P. Outlet. for Power Supply t T i.i a` O "40^ 0 i 0 gg ze e Roof Terrace Drip lines & Emitters /--^ Irrigation Mainline @ Grade. See Sht 15 s �, ry i f 9 10 11 Install Drip & Zone Kit with Pressure Regulator Valves at Grade in Manifold w/ 3/4 \3/4314 Recessed Valve Box I / Per Manuf. Specification & Standard Details Roof Planters with Drip Lines &Emitters E c fir' f A-4 Y .,,...•..- Roof Planters with Drip Lines & Emitters .� € t T ff C Irrigation Controller #1 for Live Roof & Roof Deck Planters Install in W.P. Stainless Steel Cabinet Provide W.P. Outlet. for Power Supply t T i.i a` O 1 '�-, "40^ 0 0 gg z LLJ � ��++8 be Lj 5I} I 1 '�-, 4 V I 1° 0 0 ELI z 4 V I 1° Era BE: a Ieii C:} z LLJ 1A aj Era BE: a Ieii CONCRETE SPECIAL. INSPECTION PROGRAM 2010 G.B.G.: TABLE 1'104.4 IRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND I ON CONTINUOUS PERIODIC RE43REWAD IBC R132EREIGE ft-=5000 psi Vc, =4000 psi x3 STANDARD b" 1. Inspection of reinforcing steel, Inc - X AGI 318: 351 7.1 -7.7 1913.4 prestressing tendons, and placement. I' 101 q' x6 2. Inspection of roMorcthg steel welding in 17049, _ _ A105 01.4 AGI 318: 35.2 - accordance with Table Item 56. 12' s8 17' Ib" S. Inspection of bolts to be installed in 2' 01' 18' 15' concrete prior to and during pplacement of concrete where allowab ioads have X _ IT xll 1 24' 22" 1 20" 8.1ACI518: 1912.1 been Increased or where strength design is used. 4. Ir tilt a Installed h h�Verifying _ X ACA 918: 5.6 212b 1412.1 5. use of required do" mix. - X ACA 918: 22,19132,19199 b. At the time fresh concrete Is smpled to fdxkate for tests, ASTM G 172 apecinnens strongt h X 1913. perform slump and air content tests, and ASTM G 51 determine the *Two" of AGI 518: 5b, 5b the concrete. 7. Inspection of concrete and shotcrete placement for proper application X - AGI 318: 5.9, 5.10 1913b, 1913.7, 19139 ictues. 8. Inspection of maintenance of specified _ X AGI 318: 5.11-5.15 1413.4 curing temperature ad techn4m. q. Inspection of prestressed concrete. a. Application of prestressing forces X _ AGI 318: 1620 - b. Grouting of banded prestressing AGI 318: 16.16.4 tendons in the seismic force resisting system. 10. Erection of precast concrete members. - X AGI 318: a. 16 - II. Verification of in sltu concrete strength, prior to stressing of tendons In posttensloned concrete ad prior to - X AGI 318: 62 - removal of shores ant forms from beans ad structural slabs. 12. Inspect Pormvork for shape, location ad dimensions of the concrete member - X AGI 918: 6.1.1 - beIngformed. SPECIAL INSPECTION PROGRAM Notes I. Use these programs for item requiring Special Inspection. RePerernce Table on 20. 2. Reference material specifications for concrete and shotcrete on 20. S. Special Inspections are to be performed by qualified reputable inspectors hired by the owner or the over's representative. 4. The Special Inspector not be certified by the City of Encinitas, Development Services, In the category of work required to have Special Inspection. 5. The construction materials testing laboratory must be approved by the City of Encinitas, Development Services, for testing of materials, systems, components and equipments. 6. Fabricator not be registered and approved by the City of Encinitas, Development Services, for the fabrication of members and assemblies on the premises of the fdxicator 's shap. 7. Fabricator shall submit an 'Application to perform Off-Sits, Fdxicatlon' to the Inspection Services Division for approval prior to commencement of fabrication. 6. Fabricator shall submit a 'GertlPkate of Compliance for Off -Site Fdx*;atlon' to the Inspection Services DMsion prior to erection of fabricated items and assemblies. 4. A Progertl Owner's Final Report farm for work required to have special kspectbns, testing and structural observatlam must be comp Metedbbyy the property owner, pr owner's agent of record, a liftect of record or engkaer of record, and submitted to the Inspection Services l�ivle -Ion. 10. The special Inspections Identified on the plans we in addition to, and not a substitute for, those required to be performed by a 04is or County's building Inspector. II. NOTICE TO THE APPLICANT1010tMOYMS AGENT /ARCHITECT or ENSINMR OF RECORD: By using this permitted construction cromi gs for constructlon/kntaliatlon of the work "Ifked heroin, you agree to can with the raquiremerbs of G4 of Encinitas for speclal kspeations, structural observations, construction material testkhg aid off -slte fabrication of building aomponenbs, contained In the statement of special tspectiow and, as required by the Gallfornia construction codes. 12. NOTICE TO THE CONTRACTOR /BUILDMNSTAUBVW5-CORrRACTOR/OWM-MILDM By using this permitted costructlon dram" for constructlo%fttallatlon of the work specified heroin, ya adaawdedge, and we owe of, the reg Inamerts omMi ed In the statement of special kspectiors. You to comply with the requirements of City of Encinitas for special kspecttons structural observations, construction material test nl�g ad off -site fabrication oP building components, contained h the statement o� special kspectione and, as required by the Caftnio construction codes. NOTE: REFER TO BUILDING PLAN 000K WABM 11 -1420, APPROVED ON CHANGE NO. DESCRIPTION APPROVED DATE vetr/4 CONCRETE I. Use 4500 psi 26 day strength normal weight concrete at all slabs/foundations. 2. All concrete specified as 4500 psi to have Special Inspection provided. Refer to Special Inspection Program on sheet 51. S. For aggregate, use %' rock of cast in place slobs/foudations. W gravel minimum at shotorete. 4. Contact soils engheer for all concrete add mixtures due to site specific soil conditions. All add mixtures not be approved by engineer of record prior to use. S. Use Intermediate Grade ASTM A615 Grade 60 deformed reinforcing typically, except use Grade 40 deformed reinforcing per ASTM A615 for No. 4 and smaller. Bask tension lap splice to be for Glass B top bars. For placement and details of reinforcement we AGI318-05 chapter 7. For development and splices of reinforcement we A01318-05 chapter 12. 6. Worse otherwise specifically detailed on structural draw", observe the following reinforcement coverage: Gast against and permanently exposed to each 3' Formed surfaces exposed to earth or weather: s6 and larger bas 2' sty and smaller bas 111I" Not exposed to weather or in contact with the ground (slabs, walls, Joists): 014 and #18 bas 1116" Oil and smaller bars Primary reinforcement stkrvps, ties or spirals (Beams and Columns) I%t° 7. Reinforcing, anchor bolts, holdovers, etc, to be tied securely h place prior to foundation knpection and concrete placement. 8. Sleeves, pipes and condults shall not be placed through continuous footings or grade beans unless shown and approved by engineer of record and shown on structural details. q. Conduit shall not be placed In any concrete slab. Penetration size and locations to be approved by engineer of record. 10. 2ffVAIq2M2d LAD& of Standard &oks in Tension Top of Footing Development of Hook PERIODICALLY DURING TASK L15TED Bar size f'c =2500 psi ft-=5000 psi Vc, =4000 psi x3 7' b" 5' e4 q' OR in S. Prior to placement of compacted fill, observe shbgrade ad verify that site has been prepared Properly. I' 101 q' x6 15' 12' 10' *7 15' 14" 12' s8 17' Ib" 14' 2' 01' 18' 15' e10 Z 2 20' IT xll 1 24' 22" 1 20" See this sheet for Special Inspection Program for concrete requiring Special Inspection. �p BENCHMARK SCALE THE BENCHMARK FOR THIS SURVEi' IS THE CITY OF ENCINITAS CONTROL POINT "1004" 25" BRASS DISK HORIZONTAL N A SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUC,AD14 OAKS PARK ON THE WEST SIDE OF RAINIREE DRIVE. VERTICAL -N 1A - ELEVATION = 67.64 NAVD 88 VOID T-HIS SHEET' f1c =2500 palms SOIL SPECIAL INSPECTION PROGRAM 2010 GI.B.G.: TABLE 1104.1 REQUIRED VERIFICATION AND INSPECTION OF SOILS ITEMS SUMMARY OF SPECIAL INSPECTION I. Concrete S. Verify that foundation excavations extend to 2. Shotcrete minimum 2' -0' Into baypoht formational soil. No. Deacrlption of type of inspection required, location, remarks, etc. Design strength 1I. SLAWFOUNDATION5 P'4=4500 psi 2. INALL5 ?'e.=4500 psi 5 BEARING - BAYPOINT FORMATIONAL SOIL f'a =9000 paf STRUCTURAL OBSERVATION PROGRAM E I eer of record to be notified by contractor to perform periodic and final structural observation at ollowhg stages of construction: concrete: Prior to slab and foundation pour. Prior to wall shotcrete operation. Above observations ere In addition to, and are not in Ilea of Gib) or Gourhty Inspection, nelther are they in lieu of Special Inspection where Special Inspection is requIrod (see this sheet for Special Inspection Fr an for Items requiring Spacial Irpsectlord. Contractor to notify engineer a minimum of 72 hors prior to such time when observations ore required. Failure to notify engineer will result In engineer inability to prepare observation report. All observed deft lencles shall be reported In writing to the owner's representative, special contractor and Inspection Services. 'dine structural observer shall submit a written statement Inspection Services that site visits have been made and We ntifyNg any reputed defic have not been resolved. The structure will riot be h compliance until Rio destgrher led Inspection Services that all deficiencies ore resolved. fb= 1 f'c =4000 R1 VERIFICATION AND INSPECTION TASK GONTINJOUr' VMNG TASK LISTED PERIODICALLY DURING TASK L15TED I. Verify materials below shallow foundations are adequate to achieve the do" bearing capacity. - X 2. Verify excavations ore extended to proper depth ad have readied proper material. - X S. Perform classification and testing of compacted PIII materials. - X 4. VerlPy we of proper materials, densities and INt thicknesses during placement and compaction of compacted fill. X - S. Prior to placement of compacted fill, observe shbgrade ad verify that site has been prepared Properly. - X SPECIAL DISTRICT APPROVAL PLANS PREPARED UDDER THE SUPERVISION OF DATE: 7102112 AHMAD IMANDOUST ENGINEERING DEPARTMENT APPROVALS REVIEWED: BY. AA - t BY.° MASIH MAHER, C42519 GRf G SHI 7''1 DEPUTY CITY ENGINEER DATE: /' 2° DATE: -1--Lk Plylm • . i r_ LOADINGS Life Load" Pool water = 62.4 pcf 1121;4 5� . r .rs R =2A 5s= 1978 Sim 0522 Soy= O.glq 5a= 0522 Gs= 0.46 41valent Lateral Force = 143 Kips 1 =1.0 G 85 MPH FOUNDATIONS Allowable Bowing Copacfty = 5,000 psf Follow rowni nendatWe made within soils report. Soils report by: Terr aCossto Consulting 6rou p, Inc. SDpGA Glt , Suite 200 (858) 513-&900 Project No.: 2678 Dated: 12/21/2010 REFERENCE DOCUMENTS General Contractor to have the following documents to refer to and be famlll r with, as they relate to this project. I. Building Codes: 2010 CaliPornio Building Code based on 2009 International Building Code ASGEr -0 7-05 2. Gamete: AGI 318-05 E AGI 318 R-05 3. complete and current not stamped copy of structural workkg drawings. 4. Construction binder with all communications and supplemental Information ksWa for reference and telephone conversation. 5. Soils reports and addendurs, if any. GENERAL NOTES AND SPECIFICATIONS I. These rates, specifications and details on these 5 sheets apply to all drawings and all parts of the project. Pool structure has bean engkaered using location and grades on site provided by Island Architects. In the event that pool Is relocated due to reasons unknown, &glmer° of Record Is to be notified so that Structural Engineering of the pool can be evaluated for new location ad governing grades and necessary adjustments can be made. 2. Our office ls to be contacted Immediately IP there is any questions an these drawings, plans or details. 3. All construction, materials and rorkmaship to conform to requirements of the International Building Code and local governing codes, latest edition. 4. The contractor shall verify all dimensions, elevations and site conditions before stating work ad ratify the architect and engineer of any discrepancy found. The contractor to lotate all underground and overhead utilities lor to starting work b, tors shall provide and maintain adequate shoring aid bracing wired for stability of the structure and adjacent structures all phases of construction. These drawings represent the structure and do not include deslgh of shorInq a other meal employed h construction the protect. 7. The contractor shall notify the engheer of conditions which h his a her opInlat m the stability of the structure a cause distress oP the structure. D. The contractor to hmedktely notify to of any situations or problems due to unforeseen conditions. 1. Construct those features of the project, which may fully shown, in mharar similar to that used for similar features. 10. Nbrkkg dknereione shall not be scaled from plan, sections or details on these structural drawkh� Notify engineer for additional Information required to complete &he project. II. The engineer of work will not be Ikrble for uauthorlzed changes to the construction plan. All changss to plan must be in writing ad must be approved by the engineer of record ad Issued directly by the "how with a wet stamped copy. 12. Dhenslons to take precedence over scale, large scale over small ad specifkatkns over drawings. 13. Site drainage, waterproofing iding, pad preparation, soil ruts, fireproofing zoning roglr , elec Ica , mechanical, and non - structural criteria riot pat of these plans. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GENERAL STRUCTURAL N07ESFORPOOLPLANS FOR. NEP TUNA TERRA 1550 NEPTUNE AWNU& LEUCADIA, CA. PLANNING CASE NO. 10- 129 -CDP DRAWING NO. 11087 -C SHEET 17 OF a J 0 0 n Go I M err O t0 h 1 00 0 N err Q U D M J Q U N Q z U z W 0 z W Q PEI L0 LO U z m (y N tV (V C4 O tV O 13- dZ r u� d (A ENGINEERING DEPARTMENT APPROVALS REVIEWED: BY. AA - t BY.° MASIH MAHER, C42519 GRf G SHI 7''1 DEPUTY CITY ENGINEER DATE: /' 2° DATE: -1--Lk Plylm • . i r_ LOADINGS Life Load" Pool water = 62.4 pcf 1121;4 5� . r .rs R =2A 5s= 1978 Sim 0522 Soy= O.glq 5a= 0522 Gs= 0.46 41valent Lateral Force = 143 Kips 1 =1.0 G 85 MPH FOUNDATIONS Allowable Bowing Copacfty = 5,000 psf Follow rowni nendatWe made within soils report. Soils report by: Terr aCossto Consulting 6rou p, Inc. SDpGA Glt , Suite 200 (858) 513-&900 Project No.: 2678 Dated: 12/21/2010 REFERENCE DOCUMENTS General Contractor to have the following documents to refer to and be famlll r with, as they relate to this project. I. Building Codes: 2010 CaliPornio Building Code based on 2009 International Building Code ASGEr -0 7-05 2. Gamete: AGI 318-05 E AGI 318 R-05 3. complete and current not stamped copy of structural workkg drawings. 4. Construction binder with all communications and supplemental Information ksWa for reference and telephone conversation. 5. Soils reports and addendurs, if any. GENERAL NOTES AND SPECIFICATIONS I. These rates, specifications and details on these 5 sheets apply to all drawings and all parts of the project. Pool structure has bean engkaered using location and grades on site provided by Island Architects. In the event that pool Is relocated due to reasons unknown, &glmer° of Record Is to be notified so that Structural Engineering of the pool can be evaluated for new location ad governing grades and necessary adjustments can be made. 2. Our office ls to be contacted Immediately IP there is any questions an these drawings, plans or details. 3. All construction, materials and rorkmaship to conform to requirements of the International Building Code and local governing codes, latest edition. 4. The contractor shall verify all dimensions, elevations and site conditions before stating work ad ratify the architect and engineer of any discrepancy found. The contractor to lotate all underground and overhead utilities lor to starting work b, tors shall provide and maintain adequate shoring aid bracing wired for stability of the structure and adjacent structures all phases of construction. These drawings represent the structure and do not include deslgh of shorInq a other meal employed h construction the protect. 7. The contractor shall notify the engheer of conditions which h his a her opInlat m the stability of the structure a cause distress oP the structure. D. The contractor to hmedktely notify to of any situations or problems due to unforeseen conditions. 1. Construct those features of the project, which may fully shown, in mharar similar to that used for similar features. 10. Nbrkkg dknereione shall not be scaled from plan, sections or details on these structural drawkh� Notify engineer for additional Information required to complete &he project. II. The engineer of work will not be Ikrble for uauthorlzed changes to the construction plan. All changss to plan must be in writing ad must be approved by the engineer of record ad Issued directly by the "how with a wet stamped copy. 12. Dhenslons to take precedence over scale, large scale over small ad specifkatkns over drawings. 13. Site drainage, waterproofing iding, pad preparation, soil ruts, fireproofing zoning roglr , elec Ica , mechanical, and non - structural criteria riot pat of these plans. CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GENERAL STRUCTURAL N07ESFORPOOLPLANS FOR. NEP TUNA TERRA 1550 NEPTUNE AWNU& LEUCADIA, CA. PLANNING CASE NO. 10- 129 -CDP DRAWING NO. 11087 -C SHEET 17 OF a J 0 0 n Go I M err O t0 h 1 00 0 N err Q U D M J Q U N Q z U z W 0 z W Q PEI L0 LO U z m CONCRETE SPECIAL INSPECTION PROGRAM 2010 C.B.C.: TABLE 1104.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VMFIGATiON AND INSPFCTiON CONTiN M PERIODIC, REFERENCED IBC REFERENCE ft .::5000 pal fkc =4000 pal x3 STANDARD 6' 1. Inspection of rehfomi g steel, V a" - X AGI 318: 35,1.1 -17 1413.4 prestresatg tendons, and placement. 11' 10' 9' M6 2. Inspection of roMorcing steel molding In 11043, _ _ AV45 DIA AGI 318: 351 _ accordance mft Table Item 56. 12' x8 1 11' 16' S. IrspwUm of bolts to be Installed in I 20' 18' 15' concrete prior to and during placement of concrete where allowable loads have X _ BID: AGI 318: 141151 24' 22' 20' 8AG 1412.1 been irlcreased a where strength desir Is used. 4. I= tbod of t � Installed in _ X ACI 318: 3bb, 8.13, 21.2b 1412.1 S. VerINIrg use of reapinod design mbc. - X ACI 318: Gh.4j52 -54 140422,19132,19133 6. At the time frosh concrete is sampled to fabricate specimens for strength tests, perform sloop and air cont&=ts, and X _ A3TH G 312 1913.10 dtstormints the temperature of AGI 318: 5b, 5b the concrete. 1. Inspection of corkrete and shotcrete placement for proper application X - AGI 318: 5.9, 5.10 1413b,1913.T,1913b tecMiquea. 8. Inspection of malintomalce of specified _ X AV 318: 5.11 -5.13 1413.4 curing temperature and tednuues. 4. Inspection of prestressed concrete. a. Application of prostressIrg form X _ ACI 316: 1820 _ b. 6rouWg of bonded prestressing AV 318: 18.18.4 tendons in the seismic face rears" system. 10. Erection of proonst concrete members. - X AGI 318: Ch. 16 - II. Verification of in situ concrete strength, prior to stressing of tendons in posttensk>ned concrete and prior to - X AV 318: 62 - remlovai of shores and forms from beams and structural slabs. 12. Inspect formwork for shope, location and dimensions of the corroto m artbor - X AGI 318: 6.1.1 - behg formed. SPECIAL INSPECTION PROGRAM 1. Use thow progans for Items raqlrrg Specloll Impaction. Ralarence Table on 20 2. Roforance material "Iflodions for cowato and shotoreto on 20. 5. "In[ ImpsWom ere to be perforwied bg qwltW reptable Impactors hired 4 the ower or the owarls representative. 4. The "lal Impactor must be certified bg the C49 of fthlos, .- .- .- �- 10. The special Inspections Identified on the plans we in addition to, and not a substitute for, tiloss required to be performed bg a for of the mark specifleed herein, �w agroo to comp mith Ow reclyVemenitit of C44 of 5xinkas for I 12. NOTICE TO THE COOWTORA31.11 - - for of the mark "Iflod herein, you awdamledge we amare of, recliproments contained in the statement of special "tione. You to co 19 mith the roWVoffwb of Qty of Encinitas for "lall Im tIons strztural observatilans, &nstruatlan material in aid oR-60 fabrication 61 building corrownts, contained in the skffwwt R special "tions and, as reqrsd lag the California constrixtion codes. CONCRETE 1. We 450. pal 26 deg strao normial makft concrete at all slabeftounclatlow. 2. All concrete "tied as .. psi to have Special Impaction provided. Refer to Special Impaction FroTom on shoot 51. S. For agTogate, use V rock at cast In place .♦ 4. Corttlact wills wginow for all concrato add mkhm due to Ao apw& soil conditions. All add mMww met be approved bg arginow of rewd prior to use. S. The Intorms:l'ato Srz6 ASTM A615 6rads 60 deformed rainfoming bpIcalI5 except use &-ado 40 deformed reWomhq porZ1:,A61Lfa;: 4 aid smaller. Basic tension lop spike to be for Class B top bars. For placement aid details of hp an ;14131b-05 chapter 1. For development ad splIces of reinforcement we AC-13115-05 chapter 12. 6. Lkiless othertallsol "Ificalig detailed on structural drum", observe the follomirg reinforcement coverage: Formed surfaces exposed to earth or meather: #6 and I bars 24 #5 ad w7wler ben 11419 Not p 014 and #18 bars #11 aid smaller bars 1. Rainforcing, anchor bob, holdomm, ok, to be tied sawsly In plow prior to founclation "tion and unless shom aid approved bg oNinstor of record aid shomn on strwhral details. 61. Condult shall not be placed In arg wrtarato slab. Penetration size aid locations to be approved bg argimer of record. 10. 0611002MOt Lm* of Standard I-loolks in Torsion r- Top of FoolIN i IT e) •4 IO" e5 I2° s6 I All Devolownent Larath of Standard Hook I"MODIGAI L.Y DURING TASK LISTED Bar Size f'4=2500 I ft .::5000 pal fkc =4000 pal x3 in 6' V s4 9' ON 1' #5 11' 10' 9' M6 13' 12' 10' #1 15' 14' 12' x8 1 11' 16' 14' I 20' 18' 15' 010 21' 20' 11' IFI 24' 22' 20' IF =717- =1111-71 ?:1! I' h 71 ! 1 ♦ ♦ 11. See this sheet for Special Inspection Program for concrete requiring Special Inspection. NOTE: RED TO BUILDING PLAN CMECK W43M 12- 154ct, APPROVED ON 12118/12 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE NEW SHEET M -WV-- 1126112 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINIMS CONTROL POINT '1004' 25" BRASS DISK HORIZONTAL WA SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCA01A OAKS PARK ON THE WEST SIDE OF RAINTREE DRW.. VERTICAL WA ELEVATION = 67.64 NAVD 88 gMnnn no IMEMORRE SOIL 5PECIAL INSPECTION PROGRAM 2010 GI B.G.: TABLE 11041 REQUIRED VERIFICATION AND INSPECTION OF SOILS REQUIRING • L., • ® .. ,_ ® 0 MT-M STRUCTURAL 055ERVATION PROGRAM Engineer of record to be notli ll d by contractor to perform periodic and final structural obse idlon atiollowing stages of construction: concrete: Prior to sib aid foundation pour. Prior to wall shotcrote operation. Above observations are In addition to, aid as rot in Ilea of City or GourrN ksptsation, neither arts W" In Ilm of Special Inspection where Special Inspection is rI-eewr�ired (See this shoat for Special Inspection progrwn for sterns requiring Special Irpseatioll). Contractor to "0� engls°°r' a mVdman of 12 (aura pprrior 10 such time when observations are required. Failure to notify o giber will result In a gi ser lrlc I$j to prepare observation report. All observed deficiencies shall be in wit to the ownsrb representative, special tar, contractor and Inspection Services, dtructural observer shall submit a written statement too Inspection Services that site visits have been made aid klent I g any reported dofkienclas that have not been resolved. The structure will not be in compiknre until 9a desl9w has notified Inspection Services that all deficiencies are resolved. f'c =3O O Mi fit =4000 psi m®ma©mor MEMBROME VMFIGATION AND INSPECTION TASK CONTiW S DURING TASK LISTED I"MODIGAI L.Y DURING TASK LISTED I. Verfy materials below shallow foundations are adequate to achieve the design bearing capac%. - X 2. VerIN excavation are extended to proper depth and have rowted proper material. - X S. Perform ckasMkatbn and testkg of compacted fill materials. - X 4. Verify use of proper materials, densities and Ill t thicknesses drkg placement and aarpaction of cacpacted fill. X - S. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. - X SPECIAL DISTRICT APPROV PLANS PREPARED UNDER THE SUPERVISION OF Il «l3 DATE: 7/OZ/12 AHMAD IMANDOUST arts 1 =1A Site class (soil) D Seismic design category D Response modification coefficient Acceleration at shat period Be 1318 Ac lordion at I- second period Sit: 0.522 Design accela^atbn parameter SDO 0.914 Design acceleration parameter Suit 0522 Selsmk response coefficient C) Analysls procedure Equivalent Lateral Face f U1 N No. 036633 -t O F C A1 -"Fv. ENGINEERING DEPARTMENT APPRC REVIEWED: BY: BY: MASIH MAMER, 042519 ro - GLENN MWIM 651274 EN&INEERINS/rWLIC 1 DIRECTOR DATE: DATE: 1/ 218 /1$ NEW SHEET BA515 OF DESIGN GENERAL Code: 2010 California Building Code Bard on 2004 International Building Code. Occupaq: category II Structural System: Non-buildMng structure (AWE 1-05, Table 15.4 -2) Concrete Fiat- Bottom 6round Supported Tank SEISMIC Importance Factor 1 =1A Site class (soil) D Seismic design category D Response modification coefficient R =2A Acceleration at shat period Be 1318 Ac lordion at I- second period Sit: 0.522 Design accela^atbn parameter SDO 0.914 Design acceleration parameter Suit 0522 Selsmk response coefficient Gs= 0.46 Analysls procedure Equivalent Lateral Face Total Base Show = 143 Kips AND Method I I=lD Bposure G Bask Md Speed 85 WIN LOADINGS Live Loodkgs Pool water = 62.4 pcf PBR4AW6dT LOADINGS concrete = 150 pcf Plaster = 8 paf Fallon relcommonddlons ..: 50115 report bq: TerroCosta Consulting ", Irv.. 0 Pr)�Jsct No.: 2610 Vated; 12/24010 REFERENCE DOCUMENTS General contractor to have the following aoauments to refer to and be familiar with, as they relate to this project. I. Bulk" Codes: 2010 California Bulldirg Code based on 2004 International Building Code ASCMI 1-05 2. Concrete: ACI 318-05 E ACI 318 R-05 3. Complete and current not stamped copy of structural working dram". 4. Construction binder with all com micatlor s and supplemental Information h kW for reforer" and telephone conversation. 5. Soils reports ad addend rre, P arg. cm ZA4115 on Owes Z) snaelsopa dram �11 parts of the project. Pool structure has 69W ongirwared using location aid gracles on slW provided 4 Island Architects. In the oved that pool is rolowledl do to reasons Engirlowirg a? the pool can be evaluated for nom location and governing Tadao ad necessary adJustments can be made. 2. Our office Is to be contacted Irnmodlato4 R there is ag questions on these drom", plans or details. S. All wnstruation, materials arld morlaTiarship to conform to recipirements of the Intarriatictnal Building Code aid local governing wdes, latest edition. 4. The cantnwtor shall vwtg all dimemicra, olavations ad site conditions before starting mork and notify to architect ard arginser of arg discrepaq found. 5. The wntrwtor to locate all underground and overnead utilities prior to starting nork. 6. The ctantractors sholl provide and maintain adequate shoring aid bra&Vq as required for stabilli of to structure and adjacent structures during all phases of construction. Thesto dram" represent the finished sbwture and do not inakidis do" a shwing or other mears and mothods amploo in construction or the ��I- 3 CITY OF ENCINITAS - ENGINEERING SERVICES PEP GENERAL STRUCTURAL NOTES FOR POOL PLANS FOR: NEMNATERRA 1550 NEPTUNE AVENUE; LEUCADIA, CA. FLAMING CASE NO. 10-129 -GDP c C C r d I n C s r d C C C a V u u 'DRAWING NO. a 1108-1 -6 e SHEET I-1A OF 23 0 1 I I r 1 1 1 I i 1 1 ( 1 i 1 n i; Jt;�= :�T7�= ►JIfIi:'�rw_T:�: = ��:��3�= ;�ICL�►��rr��...:I CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL �� 9Y oR" CHEAT BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Al 0 VOID 77119 &11&0r THE BENCHMARK FOR 7HIS SURLY IS THE CITY OF ENC /NITAS CONTROL POINT "1004" 2.5" BRASS DISK LET /N DRAAI M PARK C7 7NENET SIDE OF OF RAWREE DRIVE. ELEVA77ON = 67.64 NAVD 86 HORIZONTAL SEE PLAN VERTICAL SEE PLAN P A1V PREPARED UNDER THE SUPERVISION OF -___ �L �y \i' . I DATE: 7 O2 12 AHMAD IMANDOUST REVIEWED; BY M M , C42519 BY GREG SH S DEPUTY ITY E GINEER DATE. DATE: • Z POOL PLANS FOR NEP TUNA TERRA 1550 NEPTUNE AVENUE; LEUCADIA, CA. PLANNING CASE NO. 10- 129 —CDP 11087-q Ac GF"0 wIT11 1 I Z SHEET 18 OF 23 I O H `J Val H cn Q z U z W 7� U z Q 2 m ANCHOR CUP IN FLOOR TYPICAL OF 6 T.O. WALL (FINISHED VE TO MATCH 170' -0" T.O. WALL T.O. SLAB (HIGH POINT) POOL LIGHTS PER CONTRACTOR, SEE v T.O. LANDINS b0'- %w T.O. WALL (CONCRETE) 0 / 5 21 i i/ Y / LINE OF 40' TOP OF BLUFF SETBACK i i i i i i i i i 3 STAIR BY OTHERS ZI i i i i i i i i i i i i i O i i 0 69' -0" To. SLAB (LAIN POINT) i O i SLOPE 0 0 O o .ei O to i 0 0 0 ' 0 1 I T.O. STAIR 1 i I I J I I 1 T.O. POOL DRAINS PER CONTRACTOR (CONCRETE) i "•A:►_ m T.O. T.O. STAIR COORDINATE ALL ELEVATIONS WITH LIMITS OF ARCHITECTURAL PLANS FOR THE MAIN HOUSE AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION POOL STRUCTURAL PLAN SCALE: Y4° =1'-O° NOTE: REFER TO 1B)ILDIN6 PLAN CHECK NUMBER 12 -1", APPROVED ON 12118112 REF. OF ;EAI NEI %y NORTH T.O. WALL (CONCRETE) T.O. WALL (CONCRETE LEVWJ T.O. LINE OF 40' TOP OF BLUFF SETBACK i i COORDINATE ALL DIMENSIONS WITH LIMITS OF ARCHITECTURAL PLANS FOR THE MAIN HOUSE AND VERIFY DIMENSIONS PRIOR TO CONSTRUCTION NO. 036633 4 TF CI V 11- �OF CAI-\ e* SCALE: N.T.S. ACV NEN, NORTH LINE OF 40' TOP OF BLUFF SETBACK i i i i i i i i i i i i i i i i i i i i i i i i i i i i COORDINATE ALL RADII WITH LIMITS OF ARCHITECTURAL PLANS FOR THE MAIN HOUSE AND VERIFY RADII PRIOR TO CONSTRUCTION SCALE: N.T.S. NORTH NEW SHEET i CHANGE NO. DESGRIPrION APPROVED DATE BENCHMARK SCALE SPECIAL V15TRICT APPROV ar EN6INEERIN6 DEPARTMENT APPROVALS CITY OF ENCINITAS — EN6INEERIN6 SERVICES DEPARTMENT DRAWING NO. KO� Al NEW SHEET �� 13 THE BENCHMARK FOR MIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 2.5" BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. ELEYA710N = 67.64 NAVD 88 HORIZONTAL SEE VERTICAL PLANS PREPARED UNDER THE SUPERVISION OF DATE: 7102/12 AHMAD IMANDOUST REVI& ED: ,� BY: 23'r- AA. ✓ `• / ✓ , MASIH MAWS, 042.519 Fpr6LEMM PRUIM 051274 ENSINEERIN&MLEILIG YORKS DIRECTOR DATE: DATE: 112-1311,7 POOL PLANS FOR: NEMNATERRA 1550 NEPTUNE AW NU& LEUCADIA, CA. PLANNING CASE NO. 10- 129 -0DP I l os'7 -6 SI�iEET 18A OF 2 J 7 J ci f 1 \Q v 4 Qv Q o� v \ z w �ac �lQ d >n u1 \ "A � l A !'9 TVrI A—A SCALE: I" = Ta-011 — ux- 1211 f c, INE DECK BY OTHERS d n r t c t < �qv� v o I M4 u Q < I No. 036633 SCALE: N.T.S. s� qTF CIYiV\foQ�� - NOTE: REFER TO BUILDING PLAN GHEGK NUMBER I2-I5�W, APPROVED ON (�IS /IZ OF CAL NEW SH U 04ANSE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE 5PECIAL DISTRICT APPROV °Y I KO B` "`; ° � ENGINEERING DEPARTMENT APPROVA 5 CITY OF ENGINITA5 — ENGINEERING SERVICES DEPARTMEN DRAWING NO. u NEW SHMr THE BENCHMARK FOR THIS SURVEY IS THE CITY OF PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED: POOL DETAILS FOR: ENCIN/TAS CONTROL POINT "1004" 2.5" BRASS DISK BY: BY: SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF HORIZONTAL SEED I NEPTUNATERRA 1 1087 -6 , LEUG4DIA OAKS PARK ON THE WEST SIDE OF + DATE: 7/02/12 MA.`IH MA14ER 642519 Fpy GLENN PRU/M 651274 RAWREE DRNE. VERTICAL SEED DIRECT RiN6A°UBL►G WORKS 1550 NEPTUNE AVENUE; LEUCADIA, CA. < AHMAD /MANDOU5T DIRECTOR ELEVA77ON = 67.64 NAVD 88 DATE, DATE: I / 2S / 13 PLAWIN5 CASE' NO. IO429 -CDP °SHEET Ic OF ? D i i i J D 0 0 m I n rn I 0 co r m 0 0 N 0) U 0 V) J 0_ Q V 1 V) a /Z 0 Z W :L "r! 0 Z 2 m I' -O" 6" 6" GONTRACTOWARCHITEGT 7a' °ag/4" WATER ELEVATI — T.O. WALL - FINISHED WALL TO `r MATCH WATER LEVEL 4 -#5 CONT. L - CORNERS PER Y2" COMPRESSIBLE FILLER #6 DOWELS o I6 "o.c., VERIFY W HOUSE WALL BY OTHERS ENGINEER PRIOR TO INSTALLATION 5" COVER, TYR ELEV. BY POOL CONTRACTOR #5 DOWELS "o.c. - ® 24 O — 12 "o.c. E.W.. Q � - 76' -O" _ 6" CAST IN FLAG 30' TRANSITION LINE �— f'c= 4500ps1, SPECIAL -� INSPECTION REQUIRED �/ 12" SHOTGRETE WALL f'c= 4500ps1, SPECIAL w I2" CAST IN PLACE OR p INSPECTION REQUIRED STEPS PER 2' -�1 T.O. SLAB SHOTCRETE WALLS PLAN/GONTRAGT -12' f'c= 450Opsi, SPECIAL -2Y2" _ INSPECTION REQUIRED T.O. WALL • #5 ® 16 "o.c. E.F., VERT. �/�J r, /� 8" CAST IN PLACE OR / SHOTGRETE WALLS rp S�E f'c= 4500p91, SPECIAL #5 DOWELS ® 24 "o.c. INSPECTION REQUIRED a m #5 ® a "o.c. E.F., VERT. I' -O" Ea. Ea. 5 - #5 HORIZ. • 3 - #5 E.F. HORIZ. #5 ®I6 "o.c., VERT. 2x6 CONT. KEY 'P•� 2x4 KEY LINE OF KEY BEYOND ,6' SLOPED POOL ELEVATION VARIES ' -10" • #5 a 1811o.c. E.F., HORIZ. T. LAB t LINE OF POOL SLOPE v r` SLAB BEYOND _ • m = -. w w 66' -e ° B.O. SLAB Ea. Ea. tu Q #5 a 12 "o.c. E.W. T4B 5 - #5 HORIZ., CONT. w ? TOz � 6.7. -5' " v B.O. SLAB in #5 ® a o.c., VERT. 64' -114 "Alk B.O. KEY #5 ® IS "o.c. TSB, LONG. REINF. 1' #5 ® a "o.c. T45, 0 TRANSVERSE REINF. v ft) SCALE: I " = I' -O" 5G,4LE: I" = I' -O" y Y "Sa ro .a pry J� �ppq l p rt�S� Ab 1�111y Y'o�� TO Y'n 2 NOTE: REFER TO HUILDINIS PLAN C+VZK NUMBER II -1420, APPROVED ON CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL De�Am BY DRAM �'EAl° BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ID l� Er THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENoNTTAS CONTROL POINT '1004" 2.5' BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. ELEVA77ON 67.64 NAVD 88 HORIZONTAL SEE DWG. VERTICAL SEE DWG. PLAI�]REPARED UNDER fTHE t _ I ;i �__ ( - .,\ �� `-' �� AHMAb IMANDOUST SUPERVISION OF DA TE: 7102112 REVIEWED: BY.• MASIH MAHEIrC425 19 DATE: � �(qI 12- BY: REG SH S DEPUTY CITY NGINEER DATE: I POOL DETAILS FOR. NEP TUNA TERRA 1550 NEPTUNE AVENUE, LEUCADIA, CA PLANNING CASE NO. 10- 129 11087 —C n w%cs W" Zo I 3 SHEET 20 OF 23 = 1 1 1 - -CDP J D 0 0 m I n rn I 0 co r m 0 0 N 0) U 0 V) J 0_ Q V 1 V) a /Z 0 Z W :L "r! 0 Z 2 m 7 J J O O r O r O N V Q d V m Z Ill A i i WATER ELEVATION 'I1' -6" _ T.O. WALL 76' -6" 4-#5 CONT. LAP CORNERS PER( 76' -0" yz" COMPRESSIBLE FILLER #6 DOWELS ® I6 "o.c., VERIFY w/ HOUSE WALL BY OTHERS la ENGINEER PRIOR TO INSTALLATION 3" COVER, TYP. #5 DOWELS _ ®24 �� o.c. O — — — — #5 12 "o.c. E.W. Q tr /i 74' -0" 6" CAST IN PLAG 30" TRANSITION LINE f'c= 4500psi, SPECIAL — — — — — INSPECTION REQUIRED so" 12" SHOTGRETE WALL f'c= 4500pst, SPECIAL 12" CAST IN PLACE OR O INSPECTION REQUIRED 5TEP5 PER SHOTGRETE WALLS O PLAN/GONTRAGTOR T.O. SLAB f'c= 4500pst, SPECIAL „ N INSPECTION REQUIRED ® 0 T.O. WALL o. F., " RT. • e" CAST IN PLACE OR -- w SHOTGRETE WALLS N f'c= 4500pst, SPECIAL 0 ® 41104. "o.c. INSPECTION REQUIRED #5 ®q E.F., VERT. I -o EQ. 5 #5 HO Z. • 5 -#5 E.F. HORIZ. 2xb GON .KEY 2 4 KEY LINE OF KEY BEYOND SLOPED POOL ELEVATION VARIES 68' -10" • #5 ® 18 "o.c. E.F., HORIZ. T.O. SLAB • LINE OF POOL SLOPE SLAB BEYOND • m _ 2 -#5 CONT. _ /T Ile z O #5 ®12 "o.c. E.W T8B . 3 -# HORIZ ., CON . 67' -011 v U B.O. SLAB m #5 ®q "o.c., VERT. - 5.0. KEY LONG. REINF. ti #5 0 cl"O.c.. _.v TRANSVERSE REINF. v m SCALE: I �� _ I'-C" SCALE: N.T.S. e � l M4�y No. 036633 CI Y F OF IF N EW SHEET NOTE: REFER TO BUILDING PLAN CHECK NJMBM 12 -15441, APPROVED ON 12118112 C 0 LANE No. nFSCRIF►rlox APPROVED DATE BENCHMARK SCALE SPECIAL P15TRICT APPROVALpmmAm, BY BY GFIE�BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMEN DRAWING NO. TAW SFT /1/1 • 2 3 THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 25" BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF HORIZONTAL SEE D PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED: BY: BY: /q/1 • M ol� POOL DETAILS FOR NEPTUNATERRA 11087'6 LEUCADIA OAKS PARK ON 7HE WEST SIDE OF RAINTREE DRIVE. ELEYA77ON = 67.64 NAM 88 VERTICAL SEE DW6 1 1 1 j DATE: 7/02/12 AHMAD IMANDOUST MASH MAHER 1 DATE: G425/a (� /ENSI N PRU►M 051274 EN6IAEERIN6/PUBLIG DIRECTOR DATE: 1124113 PLAWIN6 CAW NO 1550 NEPTUNE AVENUE LEUCADIA, CA. 10-12N -GDP ET 20A OF 2 7 J J O O r O r O N V Q d V m Z Ill A i u NOTE: REFER TO BUILDINS PLAN CHECK MN49ER II -14201 APPROVED ON CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING N0. KO Al THE BENCHMARK FOR THIS SURVEY IS THE CITY OF PLA REPARED UNDER'THE SUPERVISION OF REVIEWED: POOL DETAILS FOR: V010 TI-415 SH-E-ET ENCINITAS CONTROL POINT '1004' 2.5' BRASS DISK HORIZONTAL SEE DWG. �f 13 y: AAA A,� BY. Y NEPTUNATERRA 11087 -G D w 12 $ I SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCAD/A OAKS PARK ON THE WEST SIDE OF ` DA 7 02 12 MASH MAHER, C42519 GR SHIE S R41N7REE DRIVE. VERTICAL SEE DWG. �L DEPUTY CITY ENGINEER 1550 NEPTUNE AVENUE, LEUCAD7A, CA. AHMAb IMANDOUST ELEVATION = 67.64 NAVD 88 1 1 r DATE: I L DATE: 7 • Z PLANNING CASE NO. 10- 129 —CDP SHEET 21 OF 23 J 0 0 m I M I 0 co OD 0 0 N CD Q U Q m U) J Q U U) Q Z U Z W 1 U Z 2 m I t I B -B 5G>4LE: I" = 1' -0" 51DE OF OPENING ADDITIONAL 2 -#5 x 6' -0" LONG CENTERED ON OPENING TOP 4 BOTTOM N6 6RADE TO N UNDISTURBED 0 LINE OF BLUi 16' -6" 12" SHOTGRETE WALL f'c= 4500psi, SPECIAL INSPECTION REQUIRED 2 - #5 CONT. (SEE PLAN) 4 1: -011 CAST IN PLACE FOUNDATION, f'c= 4500psi, SPECIAL INSPECTION REQUIRED LINE OP BLUFF SET BACK -7-71-611 T.O. WALL 4 -#5 CONT. LAP CORNERS PER I9 5" COVER, TYP. 74' -D" TRANSITION LINE #5 ® 18 "o.c. E.F., HORIZ. Q "o.c. E.F., VERT. PER CONTRACTOR/ARCHITECT—\ „ 11-0" 't'1' -0" WATER ELEVATION O M R:� - 00 ujo� o� ®O ®O x SHOTGRETE SLAB (8" THICK AT LOWEST POINT) f'c= 4500psi, SPECIAL INSPECTION REQUIRED 4 - #5 CONT. LAP ®- CORNERS PER 19 12 ' SHOTGRETE WALL f'c= 4500psi, SPECIAL INSPECTION REQUIRED TRANSITION LINE 5" COVER o TRANSITION LINE il 161 -6" m 3" COVER 0 cc Lu o °v ?7- n 4 0 #5 0 18 "o.c. T415,1 LONG. REINF. #5 a 41"o.c. T #B, TRANSVERSE REINF. No. 036655 t O m SCALE: N.T.S. 5 -#5 HORIZ., CONT. T.O. WALL f s m q OF WINDOW LOCATION PER POOL CONTRACTOR PATIO SLAB BY OTHERS EQ. 1. EQ. #5 ® 18" O.G. #5 ® 18 "o.c. E.F., HORIZ. #5 ® a "ox , VERT. 6" THICK G.I.P. CONCRETE #5 TOP 4 BOT. CONT. 2 - #5 CONT. T (V a 64' -6" B. 0. KEY 4 - #5 T. 4 B. CONTINUOUS 0 m ��9rF CI V 11- F�p�\e ` 4 NOTE. REFER TO BUILDING PLAN CMEGK MMSER 12 -154gf APPROVED ON 12/10/12 18 12 OF clo-o - - 4 CHANGE No. DESC121PTION APPROVED DATE BENCHMARK 50ALE 5PECIAL DISTRICT APPROVAL o'"' By MBY ur�Bir ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMEN DRAWING NO. IANT 112-011,? THE BENCHMARK FOR THIS SURVEY IS THE CITY OF PLANS PRE PARED UNDER THE SUPERVISION OF REVIEWED: POOL DETAILS FOR: ENCINITAS CONTROL POINT '1004" 25' BRASS DISK HORIZONTAL 5E£ D . i�' SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF BY.MASIH MAHER, 642519 wSLEW MIN C51274 NEMNA7ERRA 1 1081 -6 LEUCADGI OAKS PARK ON THE WEST SIDE OF DATE: 7/0212 ENG /NEERINSMAXIG MORKS 1550 NEPTUNE AVENUE; LEUCADIA, CA. RAINTREE DRIVE. VERTICAL SSEr i. AHMAD IMAND0U5T DIRECTOR ELEVATION = 67.64 NAM 88 1 1 1 DATE: DATE: I / 2U 13 PLANNING CAW NO 10- 129 -GDP SHEET 21A OF 2 t� O O O r O % Q Qv 4 Q V d 2 w Q A ui J 0 0 I rn 0 co n NN v O m J Q Q 1 cn Q z U z W Q 0 `z Q J Lo Lo I• U z 2 m #4 DOWELS ® 24 "o.c., STAGGERED HOOK I" SEPARATION BETWEEN FINISHED DECK BY OTHERS DECK AND FINISHED POOL SLOPE TOP OF CONCRETE CURB — 8>1-55/4 • I T.O. CURB I" COMPRE551 BLE FILLER (GONGRETE) 102ll — TEFLON PADS BETWEEN STAINLESS STEEL PLATE 'Ta' -II% AND FRAMING n T.O. WALL T — — _ T.O. WALL (CONCRETE) �T (CONCRETE) 7q _cl3 /4" T.O. WALL WATER ELEVATION gl I6 o.c. TO RECEIVE FINISHED WALL TO – MATCH WATER LEVEL _ _ _ _ GMU WALL 4 - #5 GOVT. LAP ®CORNERS PER -Iq -- �16�� m r _ 3/8" THICK STAINLESS T.O. LED&E STEEL PLATE, CONTINUOUS (CONCRETE) -.P 4 - #5 CONT. LAP ® 5" COVER, TYR CORNERS PER % A.B. ® 24 "o.c. 5" 2 #5 ® 9 "o.c. E.F., VERT. 3" COVER ® TRAN51TION LINE \5" COVER, TYP. 76' -O.. TRANSITION LINE #5 ® 9 "o.c., VERT. #5 ® 18 "o.c. E.F., HORIZ. v#5 ®7Ys "o.c., VERT. 12" SHOTCRETE WALL Vc.= 4500psi, SPECIAL VOID O INSPECTION REQUIRED / / Tl"7 I S 12" SHOTCRETE WALL ®� #5 "o.c. ® 18 E.F., HORIZ. r N5PECTIONIREQUIRED SHEET 0 WALL BY OTHERS -101-05/411 T.O. SLAB (HIGH POINT) 10k �s, SLOPED POOL ELEVATION VARIES SLOPE � C� �i LINE OF STORAGE WALL FOOTING kn 14a4 GOVT. T p zoo � v NIA w F o_ �° a �u ? 2-#5 DOWELS – =n =1 O H � $ p z " 6*7 5V4 Al O 50.. _ O z � N B.O. SLAB v B.O. SLAB TRANSVERSE , r SO" #5 ® 9 "o.c. T415, TRANSVERSE REINF. Y ® 18 "o.c. T4B,�� #5 ® 18 o.c. T45, LONG. REINF. _ _ LONG. REINF. #5 ® 18 "o.c. x 6-0" LONC9 IN BETWEEN #5 ® 18 o.c. ® TOP ONLY (TOTAL #5 ® 9 1104. FIRST 6' -0" OF SLAB) SCALE: I �� _ 1'-0" �Ik \„F�wIY ____ SCALE: I n _ 1'-0" NOTE: REFER TO HUILDIN6 PLAN CHECK N MBM 11 -1420, APPROVED ON CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY DRAWN BY EEAI BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 KO AI VOID TH! 1129113 TIME BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS CONTROL POINT "1004" 25" BRASS DISK SET IN DRAINAGE STRUCTURE NEAR NE CORNER OF LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRIVE. ELEVATION = 67.64 NAVD 88 HORIZONTAL SEE DWG. VERTICAL SEE DWG. 1 P ANS PREPARED UNDER �!, 1 �Y '/ AHMAD IMANDOUST E SUPERVISION OF DATE: 7102112 REVIEWED: By iVl /1 — MASIH MAHER, C42519 1 DATE —74L411 /lL BY: G EG S4UDS DEPUTY CITY ENGINEER DATE: —Z--24-1 (2 POOL DETAILS FOR NEPTUNATERRA 1550 NEPTUNE AVENU& LEUCADIA, CA. PLANNING CASE NO. 10- 129 —COP 11087 –C RWLAoQ wirm 2 2 A SHEET 22 OF 23 J 0 0 I rn 0 co n NN v O m J Q Q 1 cn Q z U z W Q 0 `z Q J Lo Lo I• U z 2 m u J_ H 1 r �o O V d d v N z w Q d7 1 in !11 Z � DECK BY OTHERS #4 DOWELS a 24 "o.c., — — STAGGERED HOOK * L — cli I" EN SEPARATION BETNE FINISHED 80' -�'2" /V DECK AND FINISHED POOL T.O. WALL (CONCRETE) SLOPE TOP OF CONCRETE CURB : g : T.O. CURB I" COMPRESSIBLE FILLER I �� (CONCRETE) 102 TEFLON PADS BETWEEN STAINLESS STEEL PLATE 7Q' -ilg AND FRAMING �N W T.O. ALL — — (CONCRETE) � - -� -_ -- -__ I-oil _ -- # DO LS � �: 76 -O T.O. WAL L WATER ELEVATION V xi "o. . TO G _ _ - - -_ G (5 IN P N EP XY 4 - #5 CONT. LAP a CORNERS PER 'r 76' -6" - Tc1l --1 ll cn�4 V THICK STAINLESS AD 51 PE E5 77 N 5 IAL TIO 8' la T.O. LEDGE 76 STEEL PLATE, CONTINUOUS QU D) (CONCRETE) TYP. )�4m 4 - #5 CONT. LAP ® It 3" COVER, TYP. CORNERS rRl� 5/8" DIA. A.B. a 24"o.c. Ia 77' -6" T.O. WALL, #5 ® cl"oz. E.F., VERT. 3" DOVER ®TRANSITION LINE 14 , Tom. ARCHITECT 8 ri 74' -O" CONTRACTOR TO TRANSITION LINE VERIFY PRIOR TO CONSTRUCTION #5 ®q "o.c., VERT. #5 ® 18 "o.c. E.F., HORIZ. #5 ® cl " O.G. p v HORIZTONAL - CURVED TO MATCH i WALL RADII 12" SHOTGRETE WALL p "o.c. 12" 5HOTCRETE WAL f'c= 4500psi, SPECIAL r- #5 18 E.F., HORIZ. f'c =4500 si, SPECIAL INSPECTION REQUIRED INSPECTION REQUIRE N #5 act" O.G. O VERTICAL N LINE OF WALL WALL BY OTHERS BEYOND 6Q' -5" T.O. SLAB (HIGH POINT) , Zs, 102 SLOPED POOL ' - 6" ELEVATION VARIES T- SLO PE 6Q' -O" • LINE OF STORAGE LOWEST WALL FOOTING POINT PER PLAN 2 - #5 CONT. w N z - 17 z - 2 -#5 DOWELS Q- F- , z Q 67 -0 " 'I �n Q B.O. SLAB 67' -O" v B.O. SLAB TRANSVERSE REINF. TRANSVERSE REINF. #5 ® 18 "o.c. TBB, #5 a 16 "o.c. T45, LONG. iZEINF.IUyq LONG. REINF. "o.c. v #5 ® 18 x 6-0" LONG IN m m BETWEEN #5 ® 1811o.c. ® TOP #5 ct"o.c. ONLY (TOTAL ® FIRST &'-oil OF SLAB) 5CALE: N.T.S. No. 036633 SCALE: N.T.S. - ��qrF CI V I V \ f of E SHEET NOTE: REF R T O BUI L IN6 N GHEGK h1MBER 1 -IW : A PPROVD O N 1 2/8112 c CHANGE No. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL > By " ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMEN70 DRAWING NO. l KO l NEH SHEET 2 THE BENCHMARK FW THIS SURVEY IS THE CITY OF PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED: , ^ - ^ POOL DETAILS FOR: ENC/NIMS CONTROL POINT 01004' 25' BRASS DISK SET IN DRAINAGE STRUCTURE "NEAR NE CORNER OF HoR►ZONTi4L E D BY: BY: /I/ l'y NEPTUNATERRA 11087-6 LEUCAD/A OAKS PARK ON THE WEST SIDE OF RAWREE DRIVE. ELEVA77ON = 67.64 NAVD 88 VERTICAL 1 AHMAD IMAND0U5T D%ti7�° 7 02/12 M.45►H MAFIER, 042519 1 DATE: !ro ✓GLENN PRU/M 051274 EWN R/NISI"ALIG DIRECTOR DATE: JLZfiL13 15M NEPIUNE AVENU& LEUCADIA, CA. PLAWNS CAW NO. I0-12H -GDP ET 22A OF 2 u J_ H 1 r �o O V d d v N z w Q d7 1 in !11 Z i 1 f i i C