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2018-13879 G (Plans)
RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION 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 SITE 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 TITLED " GEOTECHNICAL UPDATE EVALUATION" PREPARED BY GEOSOILS� INC. DATED OCTOBER 151 2009, AND UPDATE DATED MAY 14y201v8__, PROJECT# W.O. 5834_A5 =SC 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. ASSUMPTION OF GEOTECHNICAL ENGINEER OF RECORD, REPAIRS TO COASTAL BLUFF, 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024, DATED NOVEMBER 5, 2018. SOIL ENGINEER OF RECORD ROBERT D. MAHONY, G.E., C.E.G. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE 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. 7. 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. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) 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 ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT 0;2 CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE 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. 13879 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRAL "qG 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 UNTIL 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 WITH 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 OTHER 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 WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 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 OTHERWISE. NO GRADW3, 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 PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN NIVEN AT ( 760) - 801 -6079 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. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE 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 PROTECTIVE 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 CONSTRUCTION BMP /IMP 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. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP 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 OTHER 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 STORMWATER 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 DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH 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. DIEGUITO WATER DISTRICT NOTES: 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. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR , tOPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS 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 MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE 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 PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION 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. CONSTRUCTION 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 /PLATES. 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 CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH 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 WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES' SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER 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 DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH 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 DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN 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 SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. 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 UTILITIES 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 - CSD /ESD - (760)- 633 -2770 LWD 760 -753 -0155 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 -227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY' THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 250 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 250 SQFT INCREASE IN IMPERVIOUS AREA: 0 SOFT IMPERVIOUS AREA REPLACED: N A SQFT 9 :C •C MR. RICH GILDERSLEEVE 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 SITE ADDRESS: 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 254 - 311 -05 LEGAL DESCRIPTION: APN: 254- 311 -05 PARCEL 5 IN BLOCK B OF SOUTH COAST PARK NO. 2, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1859, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, STATE OF CALIFORNIA. VICINITY MAP SCALE: AS SHOWN ABOVE 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. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE: 11 1It 1CH GIL RSLEEVE SOILS ENGINEER'S CERTIFICATE I, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN Tkt FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADEc BY ME OR UNDER MY DIRECTION ON AND FOR AN UPDATE ON ONE COMPLETE COPY O E SOILS REPORT COMPILED FROM HI TH STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IM TH RADING PLANS AND SPECIFICATIONS. SIGNED: SI e¢oFE �oN RCE NO.: GE 554 `"� (D q 6/30/19 EXP. DATE: rn JOB # 11 -011 EXP. 06 -304 19 SOIL CONSTRUCTION, INC. 7 ARGUELLO STREET, q � REDWOOD CITY, CA 94063 OF-CA (650) 367 -9595 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC 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 R- -LIEVE 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 THE 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. Q�tOF SOS SIGNATURE: DATE: ROBERT D. MAHON P.E., G.E. O� SOIL ENGINEERING CONSTRUCTION, INC. C N . C. 16459 r 927 ARGUELLO STREET, w No. GE 554 REDWOOD CITY, CA 94063 w C XP. 06-30-19-1 (650) 367 -9595 '1A), EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.401 H 1.0 V MAXIMUM VERTICAL DEPTH OF CUT = 4't MAXIMUM VERTICAL DEPTH OF FILL = 0 CUT = (50')x(4')x(1') =8 C.Y. FILL = 0 C.Y. IMPORT = 150 C.Y. REMEDIAL = N/A C.Y. ( REMOVAL AND RECOMPACTION UNDER AND ' OUTSIDE OF BUILDING AREAS) DISTURBED AREA = n 09.5 ACRES SHEET INDEX: 1. TITLE SHEET 2. SITE PLAN - PROPOSED REPAIR 3. PROFILE SECTION A -A' 4. BLUFF RETENTION WALL CONSTRUCTION- SECTIONS 5. BLUFF RETENTION WALL CONSTRUCTION -PLAN, SECTIONS AND DETAILS 6. BLUFF RETENTION WALL CONSTRUCTION - TABLES AND NOTES 7. PHOTO SHOWING E. BLUFF, ASSESSOR'S PARCEL MAP AND STANDARD WALL DRAIN DETAILS 8. STAGING, EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN 9. PLANTING PLAN, NOTES AND DETAILS t®.TF_MPokiml SRoRW4 ARD SCUL9T' VSTAkt_S THIS PROJECT SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE, WHICH ADDOPTS 2015 IBC BMP PROJECT STATUS STANDARD r' Z v 0_ cu N ~ m m U M , ry ¢ n I- ^ � o z cu N n Z w O 0D W Q U cu u 1.. a w C7 4C G °n Z W N z W u ° 0 W � Z s n Z x z W z$ 0' J an 0 Z Z 0' CD J _ W U) Z Z W O U No. C. 16459 No. GE 554 XP. 06 -30 -1 W LiJ (Z V J t.f_ W 0 0 Q V Q 0 U QL_ 0- D L11i ,J Of 'LYp PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVISION REVISION 1 Q , REVISION • (,� • C7 11 -20 • 1� "�vIN' 11'2.1'1 g REVISION SIG DATE SI N DATE S N DATE S N DATE SIGN DATE CHECKED NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BYI ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DE \ "ELOPMENT SERVICES DEPARTMENT AS-Bu I Cr RDM RH ADM POINT NO. 1024 PER RECOt D INT. DATE PLANS PREPARED UNDER` SUPERVISION REC MMEND D: APP ❑VE y GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF DESCRIPTION :OF SURVEY NO. 18416, 2.5 LOCATION: GRASS DISK, STAMPED 111191 q UBLICWORK 7VVA a ❑F DATE: 02 -23 -11 ��% MR. RICH GILDERSLEEVE PROPERTY 134WCCS1 LOCATED AT JE SE ❑WENS Ep r 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 INTERSECTION OF LEUCADIA EN N S ME DA E PLANNING `� CIT1 f� APN: 254 - 311 -05 BLVD. AND ORPHEUS AVE. R.C,E, NO,: 554 RECORD FROM: C.S.D. VERTICAL CONTROL ' (b' REVIEWER 12�z, 18 I +-11-71110 COASTAL COMMISSION ELEV.: 178.543(NAVD88) DATUM: U.S.C. &G.S. GINEER DATE INSPECTOR ROBERT D, MAHONY, P.E., G.E- EXP,: 06 -30 -19 DATE DATE PERMIT APPLICATION NO: 6 -14 -0559 Eg Z W Z IZ W W' W W Z > j W Q W J W Z , C\ Q d O J LI 0) tD Z Q U CO 00 � O 1 LL- 00 J 000 03 -04 -11 11-011 Sannte Rea -01 05 -10 -13 06 -25-15 11-17-17 08 -03 -18 RH DRAWING NO. 13879 -G SHEET 1 OF N TBM EL =96.80 U ' ED. 2 -1/2" BRASS DISK PER ROS 7038 0.78- AND �' ' � AND PM 11659 Z — N 16 °43'41) "W i Z O v u cu N Z ^ V M A{-}�., Cr_ W N (n o Z N rl m Ld Q �\ !� U N N li ¢ W n C Z 0 M H y I PROPOSED REINFORCED CONCRETE SLAB-ON-GRADE, 7" THK., 1 1/2 _ Ld LIJ Z c4 m _j >- SLAB SUPPORTED BY UPPER BLUFF RETENTION WALL GRADE BEAM, N SUMP PUMP ZOELLER 1/4 HP (N) PVC SCH. 40 PRESSURIZED DRAIN PIPE \ Z 3 0 (SLAB SHOWN HATCHED) (32 GAL /MIN.) W/ JACKAL SF30PR (30 GAL) SUMP, OUTLET TO (E) , - x' APN: 254- 311 -09 \ � � ER - °' r AC ?. PAVING µ , \ Z w = z � _ o a PROPOSED BURIED DRILLED PIER PLANTER AREA OR DIRECT TO EXISTING HOUSE RETENTION WALL W/ GRADE BEAM STREET, INSTALL BOTH; SIDES OF RESIDENCE. 9 d - N PLANTABLE SLOPE FACE TO BE CONSTRUCTED. IMPORT CUSTOM LANDSCAPE AT TOP, TOTAL (7) DRILLED PIERS, WALL IS SUPPORTED W/ TIEBACKS, INSTALL SUMP PUMP OUTSIDE OF TOTAL (6) TIEBACKS, TOTAL LENGTH 40' -0" T.O.B. SETBACK OF RETENTION SYSTEM FOR ENTIRE _ ASSyIIIIII iE) DRAIN P ERTY 36 02 r OUTLET CONC 2 �-. '!clic % \ SOIL UP TO 400 CY, CONSISTING OF TOPSOIL NE . W W SAND, ORGANGRO & FERTILIZER, WASH TOPSOI WIDTH OF PROPERTY APPROX. 50' -0" i �v` P �, O Z O INTO GRAVEL TO MAX. DEPTH OF FEW INCHES. PLACE REMAINING SOIL ON GRAVEL SLOPE SURFACE TO APPROX. 8" THICKNESS MAXIMUM SEAWARD EDGE OF i��� "E.'T PROPOSED UPPER BLUFF RETENTION 74 '17 2 SYSTEM BY CITY N f �, \ WM 93.R, 1E.?8 �?, 3, � \ Z — � -I W f � (SEE LANDSCAPE PLANS) APPROVED ;a -, GEOTECHNICAL CONSULTANT `r O D �• Ld O Z w E GRADE TO TRANSITION INTO N APPROX. LOCATION OF PROPOSED DIRT . Di APPROX. EXISTING EDGE CbASTA� V ' • \ (a CONTOURS ALONG FACE OF SLOPE 1' -6" TO 2' -0" HIGH GALVANIZE WITHIN SUBJECT PROPERTY LINES PIPE -PILE AND WOOD LAGGING BLUFF T.O. `s ( ) \ \ \ W Z O (NO WORK IS PROPOSED BEYOND RETAINING WALLS TO RETAIN GRAVEL PROPERTY LINES) AND LANDSCAPE MATERIALS, TOTAL (2 WALLS 0 EL. 0't M ` \ ° 1 \ `' \ BR ' \ \ AND ®� 0't MSL, V.I.F LOCATION AESTHETICS CAN B IMPROVED T \ �� a , L� \<,t x \' P 86Q NEfUNE AVE. CONC ) Of ESg QR /Oy OF EXISTING PLANTING I F ON OF W L �, SEAWALL, TOP OF WALL `� \. 1I b \u 1 \ 1 c3 NO. 1 C3 Dg APN: 254- 311 -05 � \ ���� D qql y E LOWER SEAWALL TO RECEIVE ((1W) @ EL. 30.54' MSL ` + \ \�\\ TO EL 30.42' MSL COSMETIC HAND SCULPTED SHOTCRETE ' \ \,, '\ \ \ ,° ta: TWN-�$Y STUCCO HOUSE E) DRAIN \ pF FF =94.91 - ' UTLET ,4 & 00 No. C. 02�� 16459 G Z FACING APPROX. 4" THICK AT TOP OF WALL & 8" THICK AT BOTTOM OF WALL `,x i \ \ t \\ \ y RE �F GO RET AiL AST \ y�� 1 ' �� x PLANTER E~*y3y 7 TR w uj NO. GE 554 m x\ I / OP OF LUff SHILL ERE V \ y I \ \ NORTHERLY PROPERTY 1NE\'�t Av E AG�i EXEKIT` TO E RM E \\ n 1 FCAS C� 858 -860 TUN AVE. Jo ER AIiT CON TI PROOE�S �� y� TZ G K �i �i�•/ 'ice EQUIPMENT & VEHICLES ON BEACH t 111 � ", r- �-.. _ �, � � � WILL BE OF MINIMUM SIZE AND WEIGHT { I ivti i I� `, `I \ r ` A ��:V� � � + T.O. A S'� f r� (E 1 "' SRAtL NtN x \ \I C I S. 2 �-- / NECESSARY TO COMPLETE PERMITTED � / � 3 4g ` u w i vt v 3fi.n> WORK AND WILL NOT IMPACT BEACH VIA COMPACTION \ u ! > u i \ �_• +� WILL BE PLACED BELOW �6 \w \ w w x i �L I AREAS/ TO ALLOW FOR PERTY vETARPS y 2 PRO DiRSHOTCRETE - RE o _ CATCH & DISPOSL OF EXCESS o MATERIAL „OFF -SITE \ 3 LINE ' 51,74 � w NO CONSTRUCTION BYPRODUCT WILL ' � 1 `� \ \ \ \ Q \ x ,01 BE ALLOWED ONTO SA "Y BEACH AND/ \ x k w GRADE 89 43 ` \ \ ` \ BREAK / 4 �/� \ u �\ ` y R.4 ' P �°� � ...� /� APN: 256-01 1--17 i EXISTING HOUSE ED. LEAD AND DISK -- STAMPED "LS 3359` PER PM 11659 \ Q , ` \ OR ALLOWED TO ENTER INTO COASTAL xy 3 ` y \ i i I � A Z WATERS. ALL CONSTRUCTION BYPRODUCT \ �� \ SHALL, BE PROPERLY COLLECTED AND / w 3 \ ISTI G �00� D CK1 APPROX. SETBACK P C E a V„ J w U+ w, DISPO ED OF OFF —SITE ,N kA V j4 t \ \ \ at7.,t: ,w y w y 1L0 B IR O E6 0 5 ` FOR E GE \, MAXIMUM SEAWARD DRILLED PIER P. �f. 1659 EDGE OF J nn a- f n V J O . NOTE \ I c ( } 1 NO WO K TO BE CONDUCTED I 2 ➢ / \ ' , n �y !ST Li BLUFF T.O.B.) PROPOSED UPPER BLUFF RETENTION ' l SYSTEM APPROVED BY CITY �. ` Q ON P INTO BEACH STATE PARK t w+ w m y / f GEOTECHNICAL CONSULTANT / \+ W O !1 PROP RTY. \� >> \ / N�/ 4L, W BEACH /- < -xs HW \ ` LEGEND AND ABBREVIATI ❑NS LL I m, ; ; i 00 R ' ,y ` /` ! f%} + Z� w 1 � w\ + CATION OF PROPOSED SHOTCRETE �/ - - -- PROPERTY LINE LINE � � WIDE � � � } \ ; CO'dC I FA G OVER UPPER BLUFF DRIL I l ( / ! ! PIER EfENTION WALL, • FOUND MONUMENT AS NOTED Z \ I I �x SEA' t. 7 N �� m + c I / PROPO D EXPOSED SHOTC E WALL' I SHALL B P TO 10' -0” H (MAX.) WITH TOTAL POSED F- NG AREA __ 80 - EXISTING CONTOURS AT 2 INTERVALS �. I 1 } C } 250 SF (MAX. AC ASPHALT s t0 2 x s2 s °_, 5 gg' Fi ' , ' �I \\ 2 SEM . r,h I EOESS E I ( l PROPOSED SHO WALL WILL EXTEND 4' -0" BELOW LOWEST APN ASSESSOR'S PARCEL NUMBER BW BOTTOM OF WALL gu \LZ \ \ ,, �47g30 o1b A I �� RAL A 8 -� �� - I ( I 1 ADJACENT GR PROPOSED OTCRETE LL /FACING TO BE HAND CULPTED AND LORED TO CONC CONCRETE EL ELEVATION } \ \ \ US ILA 3 1 MATCH DJACENT FD FOUND 14_- — I { 408 S7� _ ., j SEE BLUFF AN TO SATISFY GRADING CITY ESTHETIC APPEARANCE ICY' FF FINISH FLOOR Z POB ! LOCATION 6F EXIST1 G. %�` \ I , -I S PILE OF COLORS & MATERIAL OF BEACH 35 -' ' P LAN 2693-G ROPOSED SHOTCRETE WALL WILL GM GAS METER PM PARCEL MAP Z S��gqWALL BUILT BY OTHER, \ �Q SW WALL OF EXISTING BLUFF \ ±, ) 1 PROVIDED ROS RECORD OF SURVEY Q Lil 1/7, SHEEN 7, FOR SEAWALLS ! TBM TEMPORARY BENCH MARK � O x x `, LEVATION -AND EXPOSED HEIGHT k' APPROX. LOCATION OF \ _ r DIMENSION ' ' ? \ MEAN HIGH TIDE LINE, SOUTHERLY PROPERTY LINE =E Rw AS PER ASSESSOR'S NOTE: TW TOP OF WALL WM WATER METER Q LiJ d Lj W PARCEL MAP 1859 - SOUTH ® 858 -860 NEPTUNE AVE. \ COAST PARK NO. 2, X7 DUE TO STEEPNESS OF GRAVEL SLOPE & PLACEMENT OF FILL MATERIAL ON SLOPE, OWNER IS RESPONSIBLE W SEE COPY ON, SHEET 7 LOCATION OF EXISTING FOR PROVIDING ANY SLOPE MAINTENANCE THAT MIGHT BENCH MARK U 4 CONSTRUCTION ACCESS VIA MOONLIGHT (TW) 0 EL.030 54'wMSL BE NECESSARY IN DI SLOUGHAGE - - POINT CSTAMPED S134 Ld BEACH ON AS NEEDED BASIS, TO BE 0 EL. 30.42' MSL j SOIL ENGINEERING CONSTRUCTION, ENGINEER OF RECORD ACCEPT NO RESPONSIBILITY FOR FUTURE 8416,N20.5" BRASS DISK CCS01" ABBREVIATIONS: 0 Z 't \ COORDINATED WITH CITY LIFEGUARDS. ROUTE FOR HEAVY EQUIPMENT WILL BE MAINTENANCE SHOULD SURFICIAL SLOUGHAGE OCCUR. LOCATED AT THE INTERSECTION OF LEUCADIA BLVD. ~ W N O DIRECTED BY CITY LIFEGUARDS. AND ORPHEAS AVE. C.C. - CENTER TO CENTER -CLEAN OUT - n 0- FC.O. N CONSTRUCTION WILL BE PERFORMED WHEN OCEAN &WEATHER CONDITIONS : .543 NAVD 88 ELEVATION 178 FEET ( ) E.W. -EACH WAY V) Z ARE FAVORABLE(E.G. NO RAINFALL, NO E , N - EXISTING, NEW �Nv 4 HIGH SURF OR HIGH TIDES) AND WHEN GUNITE WILL CURE PROPERLY TEMPORARY BENCH MARK N.I.C. -NOT IN CONTRACT Li. _ = O Z P.T.D.F. - PRESSURE TREATED p THE TOP OF A FOUND 2 -1/2" BRASS DISK 1.0 0 30 LOCATED ON THE WESTERLY RIGHT -OF -WAY DOUGLAS FIR T.O.G.B. -TOP (DEGRADE BEAM 0000 I Li- LINE OF NEPTUNE AVE, AS SHOWN HEREON. T.O.W. -TOP OF WALL 1 INCH = 10 FEET ELEVATION: 96.80 FEET U.N.O B - UNLESSDNOTT DO OTHERWISE m 00 C) GRAPHIC SCALE V.I.F. - VERIFY IN FIELD FIE NO. LAND AREA B.O.W. - BOTTOM OF WALL G.B.W. -GRADE BELOW OF WALL DAB 11,702 SQUARE FEET / 0.269 ACRE CIREMELE SURVEYING INC. T,O.C. -TOP OF CONCRETE T.O.G. -TOP OF GRADE os -oa ->> PROJECT 11-011 DWG. No. Sonnie Rea -02 >64 S. ESCONDIDO BLVD. E.F. -EACH FACE POB —POINT OF BEGINNING REV SK)N ` 05 -�o -is ESCONDIDO, CA. 92025 GENERAL NOTES (760) 489 -2200 (PUBLIC LATERAL ACCESS EASEMENT} REVISION 0 06 -25 -15 SITE PLAN- PROPOSED REPAIR 1 1.) BOUNDARY SHOWN HEREON IS BASED ON A REVISION �5 SCALE: 1 " =10' 2 FIELD SURVEY AND RECORD DATA PER 0 1 " 2" 3" REMSION 06 RECORD OF SURVEY MAP NO. 10525. 1 2.) ASSESSOR'S PARCEL NUMBER: 254-311-05. ORIGINAL DRAWING MEASURE -03-1e DESIGNED BY: RN - _.. CHECKED BY: ROM HANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY, CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RUM RH RUM Acnr 1!J POINT NO. 1024 PER RECORD DESCRIPTION :OF SURVEY NO. 18416, 2.5 LOCATIIIN: BRASS bIS1, STAMPED 134WCCS1 LOCATED AT INTERSECTION OF LEUCADIA 141,51V j ENGI NAME DATE INT. DATE PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE: 02 -23 -11 REC MMENDED: A ❑V �a � � JE SE ❑WENS GRADING PLAN FOR. REPAIRS MR. RICH 858 -860 TO COASTAL BLUFF GILDERSLEEVE PROPERTY NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 13879 -G UBLICWORK �/A PLANNING n r�cC BLVD. AND ORPHEUS AVE. RECORD FROM: C.S.D. VERTICAL CONTROL ELEV,I 178.543(NAVD88) DATUM: U.S.C. &G.S. R.C,E. NO,: 554 ROBERT D, MAHONY, E., G.E. EXP,: 06 -30 -19 � i2. /Z'► /18 DATA ^ - DATE APN: 254-311-05 COASTAL COMMISSION PERMIT APPLICATION NO: 6 -14 -0559 REVIEWER 3 N INEER DATE INSPECTOR SHEET 2 OF %0 1 �4 U Z PROPOSED REINFORCED CONCRETE Z a cu O $ n - SLAB -ON- GRADE, 7" THK., A SLAB SUPPORTED BY UPPER BLUFF A O M RETENTION WALL GRADE BEAM Of a Rss��$$ APPROVED MAXIMUM SEAWARD 5 -0 N Q ww EDGE OF PROPOSED UPPER U N vi L BLUFF RETENTION SYSTEM a W g T FG IL DERLEEE PROPERY - -— V JV- BlVEPTUNE AVENUE —- - __ -- - -- - - - -- - - - - __-- ___ -__ 9AD O Z H m y T.O.C. EL. 94.50'± MSL EL. 94.91'± MSL z c � REMNANTS OF (E) CONCRETE WALLA FGjt r+(,I W c �° TOP OF BLUFF SHALL BE REMOVED, o Z = -�_ EXACT EXTENT TO BE DETERMINED I ? ....•. ...� �.. rl I T - - -- - - - -- - -- - - AFTER START OF CONSTRUCTION PROCESS o'� = - - - -- -- - - -- - - - -- _.. -- -- - -- -- Y -- - -- - - -- - - - -- - t'1F - - - -- — -- - - - - - -- Z = z o�- - _ -- -- — yFLF w Z z In -lo NTICIPATED 4i:4D� �� F BELOW OUTH N TIEBACKS ® N GRADE E __5TH VARI BEAM, 75' -0 "± LONG - -- ------- - - - - -- - a (N) LANDSCAPE WALL / � O Z EL. O'± MSL PROPOSED BURIED DRILLED PIER \ \ Z CATION OF PROPOSED SHOTC RETENTION WALL W/ GRADE BEAM W 7 - - - -- - -- - - -- - - - - -- - - -- AT_TOP TOTAU71 DRILLED PIERS. - - - - -- - --- - - - - -- - - - - -- - - -- *a p W 1 IER ENTION WALL, WALL IS SUPPORTED W/ TIEBACKS, T1 -T6 V) Z L� ROPOS EXPOSED SHOT WALL TOTAL (6) TIEBACKS, TOTAL LENGTH O 3 SHALL BE TO 10' -0" IGH MAX.) OF RETENTION SYSTEM FOR ENTIRE Z Z / WITH TOTAL OSED F ING EA % B 250 SF (MAX.), WIDTH OF PROPERTY APPROX. 50' -0" W 0 U SOIL. j PROPOSED SHOTC E WA ILL WFST JF� ADJACENT GRA T ROFESS /O (N) LANDSCAPE WALL EL. �0'± MSL 0� PROPOSED OTCR W FACING TO 1 ANGLE OF REPOSE OF LF BE HAND ULPT AND RED TO B.O.P.W. EL. 59.50'± MSL U; �oe�� S F o -__- _ N PLANTABLE SLOPE FACE TO BE CONSTRUCTED. IMPORT CUSTOM LANDSCAPE -SOIL UP TO 400 C_ Y CONSISTING OF TOPSOIL TERRACE DEPOSIT SAND MATCH JAC E BLUF D SATISFY CITY TAI APPEA NICE PO L SA E_ OPICOLORS ATERIALS o w � No. C. 16459 Z o. f ¢ — - -- SAND, ORGANGRO & FERTILIZER. — WASH TOPSOI - -- - - - — - - - -- -- -P PO SHOTC�2 ALL WILL BS - -- - - - - -- ^ -- -- - ------ - - - - -- - - - - -- -- - -- - X' XP. 06 -30 -1 INTO GRAVEL TO MAX. DEPTH OF FEW;L 0 D w INCHES. PLACE REMAINING SOIL ON G RAVEL / �y < �GEOTLG���P z SLOPE SURFACE TO APPROX. (SEE LANDSCAPE PLANS) 8" THICKNESS L, B / f Ty�t z 9 OF Oq i<O - - -- LOCATION OF EXISTING i /j/` ( 4 0 w SEAWALL, TOP - < `• " F u OF WALL (( W) EL. 30.54' MSL TO EL. 30.42' MSL / i'�• .f.•i - - _ . I { t�1 F"ONTO BEACH E LOWER SEAWALL TO RECEIVE CO METIC HAND SCULPTED SHOTCREIE FA ING APPROX. 4" THICK AT TOP OF ---- - -- -- -- -- - - - - -- 'l+ �% "•^'"`-'""'"` " ' "° ,� Z STATE PARK WA L & 8" THICK AT BOTTOM OF WALL S E SST 10 IrOIZ'op-1111" 0 $$ S 33 � �� �� � � � _— .T. - -_— I� r ( i � f t4 { i l � f Y d'� °m. £�,m - -_- -- — -- _ - - - -_ -- _ e— � �y �, .wr..... -..r f • — — LLI I? To rig .,rt. - -�- r -- Tf{�{- - - -- -- -- - O pp , ry ( l ii rt CL - - - -_ —_ 36■ Cdw y . Cyr 1* NOTE: NO WORK TO BE CONDUCTED ON PONTO BEACH STATE PARK Q PROPERTY. H -- - - - - -- - -- _740p" T alt+ Z_ ry APPROX. LOCATION OF MEAN HIGH TIDE LINE, APPROX. LOCATION OF SEAWARD Q W Z PROPERTY LINE� AS ASSESSOR'S PARCEL MAP 1859 -SOUTH �� ! PER 0 W COAST PARK NO. 2, Q W � SEE COPY ON SHEET 7 0 Lu N / U ? wa w ° i f ABBREVIATIONS. c Z '0 N PIPE -PILE AND WOOD LAGGING RETAINING WALLS TO RETAIN GRAVEL AND LANDSCAPE MATERIALS, A C.C. C.O. - CENTER TO CENTER -CLEAN OUT W D J O 04 INSTALL 3x12 3x9) P.T.D.F. BOARDS, 't E.W. -EACH WAY r ^ V I W U Z m W/ 1/4" WIDE GAFF BETWEEN Jl BOARDS, SUPPORTED WITH 2" DIA. (E), (N) N.I.C. - EXISTING, NEW -NOT IN CONTRACT Q SCH. 40 GALV. PIPE -PILE 7' -0 "± = O Z 6 - I LONG 0 7' -0" 1 (� C.C. ±, V.I.F., P.T.D.F. -PRESSURE DOUGLAS FIR REATED U_ O 00 �' OW NOTE: ROB II —Ii PLANTINGS IN FRONT RONTIOFRWALDSWITH T.O.G.B. -TOP OF GRADE BEAM � - BACKGROUND INFORMATION GEOLOGIC CROSS SECTION X -X' FROM REPORT pPe_= I I?I I i I i T.O.W. -TOP OF WALL BY GEOSOILS (GSI), INC., W.O. 5834 -A -SC, DATED 07/09. JFF I) T. & B. -TOP AND BOTTOM 00 U.N.O. V.I.F. - UNLESS NOTED OTHERWISE - VERIFY IN FIELD 00 U NO 0 5' 10' 20' 40' B.O.W. - BOTTOM OF WALL Tt I 'r G.B.W. T.O.C. -GRADE BELOW OF WALL -TOP OF CONCRETE DATE 03 -04-11 PROJECT ii_D>> SCALE: 1 " =10' of my T.O.G. E.F. -TOP OF GRADE -EACH FACE DWG. N0. I (fie, [AQ 1"51, Res-03 51R-03 REVISION SECTION A -A ' A SECTION- LANDSCAPE WALL B ! Q 0-0 REVISION SCALE: 1 " =10' 3 SCALE: 1/2 " =1' -O" 3 0 1" 2" 3" a oa 2s -�s 0 REVISION { 0 11-17 -17 — ----- ORIGINAL DRAWING MEASURE REVISION 08 -03 -18 DESIGNED BY; RH CHECKED BY: RDM HANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DER DRAWN sY. CHECKED sY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DM RH RDM AS-ESOXCE DESCRIPTION POINT NO 1024 PER RECOI D OF SURVEY 18416, INT, DATE PLANS PREPARED UNDER SUPERVISION REC MMEND DI A ❑V GRADING PLAN FORT REPAIRS TO COASTAL BLUFF : LOCATION: NO. 2.5' PRASS DlSlK STAMPED 134wcCS1 LOCATED AT INTERSECTION OF LEUCADIA EN01 II S NAME DA E UBLICWORK AIA ❑F n DATE: 02 -23 -11 JE E WENS + � MR. RICH GILDERSLEEVE 858 -860 NEPTUNE PROPERTY AVENUE, ENCINITAS, CALIFORNIA 92024 13879 -C7 PLANNING BLVD. AND ORPHEUS AVE. RECORD FROM: C.S.D. VERTICAL CONTROL ELEV,: 178.543 NAVD88 DATUM: U.S., . &G.S. - / ROBERT D, MAHONY P.E., G E. R;C,E NO,: 554 EXP.: 06 -30 -19 ]Z /Ell DATE DATE COASTAL COMMISSION PERMIT APPLICATION APN: 254 - 311 -05 NO: 6 -14 -0559 REVIEWER 3 ENGINEER DATE INSPECTOR SHEET 3 OF glo 1 �4 J U Z 5' -0" NOTE: - INSTALL SUMP PUMP BOTH SIDES 5' -0" Z N OF RESIDENCE. O N n IMBED, 8 "t 2' -6" 1' -10 SEE SHEET 2 FOR DRAINAGE COLLECTION "t AND DISCHARGE TO STREET. IMBED 8 "f 2' -6" V -10 "t U AS REQ'D 5 1/2 AS REQ'D 5 1/2 L) M CONCRETE SLAB CL (E) GRADE Q m T.O.C. T.O EL. 94.50't MSL SLOE 1/2% (MIN.) APPROX. LEVEL TNO.C.OEL.R9450'tBMSL SLOPE 1/2% SL " (MIN.) INSTALL 2 x2't F- $ o TO RAIN DRAIN CONCRETE WEDGE a Z c z T.O.B. °.:. y:; •. °.. a ° ALONG HOUSE O m W a ° S �r AT ^ ° PROVIDE 1 2" THK. COMPRESSIBLE U a w APPROX. 4 ® 12" C.C. 11 { 0•C.- i'fYR1 4 ® 12" C.C. z BOARD AT SEAMS ALONG GRADE O 3 °n (E) GRADE, 4 12" C.C. I _ -I I-I _ _ I I -I I2 4 ® 12" C.C. - _ _ ANDMCAULDK W /SPERMANEDNTLOYN Z W H VARIES 5® 12" C.C. ° I I o ° I 1'Yj` -e.e• a c =I I I -I ? —III_ FLEXIBLE SEALER �' z M W co STAGGERED STAGGERED -� 0 4 TIES 0 10" C.0 ,. CL CONSTRUCTION JOINT C.J. o CONSTRUCTION JOINT C.J. i d ° ROUGH CLEAN SURFACE AND -- #4-+IC-S � C. a i► . °' +r ROUGH GLEAN SURFACE AND "± — O EXTEND BARS INTO GRADE CONSTRUCT 5 1/2" x 1 1/2 "± a ° a. CONSTRUCT 5 1/2 x 1 1/2 KEY Z i W BEAM FOR FULL HEIGHT KEY, (TYP.) (TYP.) W LI OF GRADE BEAM a. I 5 8 E.F. EACH FACE., I ° °. I ( FOR TIEBACK DETAIL SEE o a t0 n OR 9) E.F., OR (13) #5 E.F., � SECTION F _J O 16 H W/ 4 IES 0 10" C.C. FULL CONSTRUCTION JOINT C.J. LENGTH, START 0 FACE OF PIER i ROUGH CLEAN SURFACE AND .. SUPPORT, INSTALL TIES W/ 135' o ^ CONSTRUCT 5 1/2" x 1 1/2"± ° HOOK, (TYP.) KEY, (TYP.) a . ° o Z �- j Z O 4 ° v TALL 5 DOWELS 0 18" t, 4. I W U d ° co AT DE BEAM, EPDXY CO ED, J APPRO 2' -6" LONG, DRI 6" O z Z INTO CO ETE, USE EP G " DIA. PVC PIPE WEEP HOL o IN STALL 5 D ELS ® 1 C.C. VERT. IST C.C. ROX. 8' -0C.C.t RIZ., Z Z O = AT EACH DRILLED 1 OCATION, ° INSTALL ' -0 "t OP OF (E) GRADE LO LL, W O U EPDXY COATED, AP 3 +-9'= G, DRILL 6" (MIN.) 0 ILL IER, BELOW ±I INSTALL W/ G WIRE MESH ° <. USE EPDXY G SLOPE ROM o % (M 1 I -1 AGAINST NTS, A MANUFACr QROFESS�ON ° INSTALL C� C. HORIZ. °iI —_� >EE ICA TIONS DETAIL 0 ® C.0 -t VERT., ET 7 ORIZONTAL REINFORCEMEN ;�CENTFER III � I I I —III ° o. C. tfi459 z C. 6 OF SHOTCRETE FACING, ( _I� (( =I I I =I I_ JAGGED EDGE OF 6" BROKEN AT EACHXP. w No. 4 �^ � ° O- Cy �- 'I - O6 30 -19,r* Q FUTURE SHOTCRETE FACING I I -o J II I II i (I� DRAIN sj <� n SoJq� n P I I I I Ij I GEC1iEG����P 9 OF CA11ti0C� FUTURE SHOTCRETE FACING ° ° F III— III�I� EL. 80.50' MSL (MAX:) 12.7, a < 2' OTCRETE L1_07 ° EL 80.5 MAXI} 10" SO ELEVA 5 O a CATION OF PROPOSED SHOTCRETE 8" (M N.) F G OVER UPPER BLUFF DRIL 4 PIER ETENTION WALL, O PROPO EXPOSED SHOTCR WALL SHALL B P TO 10' -0" H (MAX.) TCRETE STRUCTU DOWNSLOPE UPSLOPE WITH TOTAL POSED F G AREA DESIG CTIO PROPOSED BURIED DRILLED PIER ° 250 SF (MAX., FOR HAN TING ADD ADDI L CONIC RETENTION WALL W GRADE BEAM / LL 2' -6" DIA. DRILLED PIER . ° A PROPOSED BURIED DRILLED PIER PROPOSED SHOT WALL WILL EXTEND 4' -0" ( BELOW LOWEST KNESS, AS NECES AT TOP, TOTAL (7) DRILLED PIERS, LiJ SPACING 0 8' -0" C.C. (MAX.), RETENTION WALL W/ GRADE BEAM ADJACENT GRA WALL IS SUPPORTED W/ TIEBACKS, v (TYP.) °° AT TOP, TOTAL (7) DRILLED PIERS, PROPOSED TCRETE L /FACING TO TOTAL (6) TIEBACKS, TOTAL LENGTH WALL IS SUPPORTED W/ TIEBACKS, BE HAND ULPTED AND ORED TO OF RETENTION SYSTEM FOR ENTIRE I . I Z L1 TOTAL (6) TIEBACKS, TOTAL LENGTH MATCH JACENT BLUFF AND SATISFY WIDTH OF PROPERTY APPROX. 50' -0" °. OF RETENTION SYSTEM FOR ENTIRE CITY STHETIC APPEARANCE P Y. SA LE OF COLORS & MATERIALS ry NJ O 7L D WIDTH OF PROPERTY APPROX. 50' -0" P OPOSED SHOTCRETE WALL WILL B ! , V ROVIDED O 5 : DOWNSLOPE UPSLOPE ° LL— 2' -6" DIA. DRILLED PIER ® _j °o. SPACING 8' -0" C.C. (MAX.), (TYP.) J Q W g I m cn B.O.P.W. ° a i B4O.P.W. EL 59.50't MSL EL. 59.50't MSL 2' -6" F_ Z_ 2' -6" DIA. DIA Q W Z 0_ W SECTION —BLUFF RETENTION WALL B SECTION —BLUFF RETENTION WALL W SHOTCRETE FACING C Q CE L>J SCALE: 1/2 " =1' -0" 4 SCALE: 1/2 " =1' -0" �i `t Q W ABBREVIATIONS: Z 'cl— :D rY N C.C. - CENTER TO CENTER Ld O C.O. -CLEAN OUT N E.W. -EACH WAY -J W CD (E), (N) - EXISTING, NEW O Z Q N.I.C. -NOT IN CONTRACT O Z P.T.D.F. - PRESSURE TREATED LL. () O T.O.G.B. DOUGLAS FIR -TOP OF GRADE BEAM ftf 00 O0 T.O.W. -TOP OF WALL W 00 T. & B. -TOP AND BOTTOM �N/ Lo Of Q U.N.O. - UNLESS NOTED OTHERWISE m 00 U V.I.F. - VERIFY IN FIELD FILE NO. B.O.W. - BOTTOM OF WALL G.B.W. -GRADE BELOW OF WALL DATE T.O.C. -TOP OF CONCRETE 03 -04-11 PROJECT n -011 T.O.G. -TOP OF GRADE E.F. -EACH FACE DWG. N0 . Sonnie Ras -04 REVISION OS -10-13 REVISION d 1 " 2" 3" L\ 06 -25 -15 REVISION 11 -17 -17 REVISION ORIGINAL DRAWING MEASURE C°\ 0e -03 -18 DESIGNED BY: RH CHECKED BY: RDM RANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY CHECKED DY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. R RH RDM - '5W DESCRIPTION, LOCATION, POINT NO. 1024 PER RECOf�D OF SURVEY NO. 18416, 2.5 BRASS DISIj STAMPER 134WCCS1 LOCATED At INTERSECTION OF LEUCADIA 11 l6 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE, 02 -23 -11 554 REC MENDED A � Z JES E ❑WENS ❑VE `j/�� GRADING PLAN FOR, REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPERTY 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 13879 -G usLICwORK i1/A _ EN I °S AME DA E PLANNING P(C BLVD. AND ORPHEUS AVE. R.C.E. NO., APN: 254-311-05 RECORD FROM, C.S.Q. VERTICAL CONTROL ELEV,, 178.543 NAVD88 DATUM, U'.S.C. &G.S. '��' REVIEWER 3 ROBERT D, MAHONY, E., G,E. EXP,: 06 -30 -19 IL,L� /B DATE DATE COASTAL COMMISSION PERMIT APPLICATION NOI 6 -14 -0559 J NGINEER DATE INSPECTOR SHEET 4 OF to J (E GRADE BEAM AT TOP CL (E) DRILLED PIER OF DRILLED PIER RETENTION WALL, (ABOVE) A 4 I4a A E 2' -6" DIA. DRILLED •. 4 '. PIER RETENTION WALL A 4 INSTALL #5 DOWELS 0 12" G.G. VERTICALLY AT EACH (E) DRILLED PIER LOCATION, EPDXY COATED, APPROX. 3' -0" LONG, DRILL 6" (MIN.) INTO (E) DRILLED PIER, USE EPDXY SAND BLAST CLEAN (E) CONCRETE SURFACES PRIOR TO SHOTCRETE FACING CONSTRUCTION, (TYP.) rl womm INSTALL CCW MIRADRAIN PANELS MIRAFI 2000, OR EQUAL, 4' -0" (2' -0") WIDE VERTICAL STRIPS APPROI 8' -0" C.C.± BETWEEN TIEBACK LOCATIONS AS CHIMNEY DRAIN, WJ CCW HC 12" SIDEOUT DRAINAGE CONNECTOR, TIED INTO 3" Db SDR 35 OR SCH. 40 DRAIN OUTLET PIPE`, (D�D..j CL (E) DRILLED PIER - _• �— 3 A cp4 . AND #5 0 12" C.C.± VERT., PLACE HORIZONTAL REINFORC N CENTER OF SHOTCRETE F, (TYP.) - INSTALL SUMP PUMP OF RESIDENCE. SEE SHEET 2 FOR DRAT AND DISCHARGE TO STF O I ll7 858 -860 NEPTUNE AVE. NOTE: SIDES - INSTALL SU P PUMP BOTH SIDES PROVIDE 1/2" THK. COMPRESSIBLE (E) RESIDENCE COLLECTION RESIDENCE. SHEET SEE BOARD AT SEAMS ALONG GRADE 21FOR DRAINAGE COLLECTION BEAM AND HOUSE FOUNDATION INSTALL 2'x2 "± AND DISCHAR E TO STREET. AND CAULK W/ PERMANENTLY CONCRETE WEDGE FLEXIBLE SEALER ALONG HOUSE A I 'd e A .. ► / T.O.B. n A , PROPOS • CED CONCRETE / PROVIDE 1/2" THK. COMPRESSI APPROVED MAXIMUM SEAWARD BOARD AT SEAMS ALONG GRADI -ON -GRADE 7' RT THK„ BEAM AND HOUSE FOUNDATION EDGE OF PROPOSED UPPER SLAB SUPPORTED BY UPPER BLUF BLUFF RETENTION SYSTEM o � ` AND CAULK W/ PERMANENTLY RETENTION WALL GRADE BEAM FLEXIBLE SEALER (SLAB SHOWN HATCHED APPROX. EXISTING EDGE OF CL OF PROPOSED BURIED DRILLED PIER BLUFF RETENTION WALL Wj CONSTRUCT 6" HIGH COASTAL BLUFF (T.O.B.) GRADE BEAM AT TOP CONCRETE CURB ALONG --� T.O.B. SEAWARD EDGES OF DECK Wl IMBEDS, AS REQ D T.O.B L H APPROX. EXISTING EDGE OF 5 CnASTAI RI I IFF (T 11 R APPROVED MAXIMUM SEAWAF EDGE OF PROPOSED UPPER BLUFF RETENTION SYSTEM APPROX. EXISTING EDGE OF 4 b\ ° ° . ° b\ '° SL®PE 1•A2% (MIN.). ° - SLOPE 1/2% (MIN,) z, Z N: 4 a . 4 d O DR�P,IN e °_N TO' .DRAN�< z 1- Q` v U O B. L 4 T O.C. EL 49450,$ S � .d a .d . .d A W LC. .. M O 4 d R O ° ° a.. .8 4 C Q d" A .. d ° O. Q° 0 CD W Q 1s 4 CU L_ 4 W n Z �11 N t'1 N A I 'd e A .. ► / T.O.B. n A , PROPOS • CED CONCRETE / PROVIDE 1/2" THK. COMPRESSI APPROVED MAXIMUM SEAWARD BOARD AT SEAMS ALONG GRADI -ON -GRADE 7' RT THK„ BEAM AND HOUSE FOUNDATION EDGE OF PROPOSED UPPER SLAB SUPPORTED BY UPPER BLUF BLUFF RETENTION SYSTEM o � ` AND CAULK W/ PERMANENTLY RETENTION WALL GRADE BEAM FLEXIBLE SEALER (SLAB SHOWN HATCHED APPROX. EXISTING EDGE OF CL OF PROPOSED BURIED DRILLED PIER BLUFF RETENTION WALL Wj CONSTRUCT 6" HIGH COASTAL BLUFF (T.O.B.) GRADE BEAM AT TOP CONCRETE CURB ALONG --� T.O.B. SEAWARD EDGES OF DECK Wl IMBEDS, AS REQ D T.O.B L H APPROX. EXISTING EDGE OF 5 CnASTAI RI I IFF (T 11 R APPROVED MAXIMUM SEAWAF EDGE OF PROPOSED UPPER BLUFF RETENTION SYSTEM APPROX. EXISTING EDGE OF CTION— SHOTCRETE FACING W DRAIN TYP. AYtKUXIMAIL 5' -0 "± 40' -0 "± 5' -0 "± PROPERTY LINE SCALE: 1/2 " =1' -0" 5 50 -0'± `? O 2c1 I � No. C. 16459 � z w No. GE 554 m JXP. 06- 30 -19� (E) LOWER SEAWALL -- r.j 4 "I 6 "�W- -- TO RECEIVE COSMETIC °(E) SEAWALL 0 5' 10' 15' 20' Q�ECO�FO¢�` HANDSCULPTED 5' -0" SHOTCRETE FACING ' SCALE: 1/4 " =1' APPROX. 4" THICK #4 EPDXY COATED SCALE: AT THE TOP OF WALL DOWELS, 4' -0" O.C„ E.W. IMBED. s "± 2' -6" ,' -to °± & a" THICK AT THE TYP., SET 6" INTO (E) WAIL PLAN— CONCRETE DECK & SLAB —ON —GRADE 1 AS REQ'D 5 1/2 BOTTOM OF THE USING SIMPSON SET -XP (N) CONCRETE SLAB CL WALL EPDXY. SCALE: 1/4 " =1' -0" 5 T.O.C. EL. 94.50'± MSL SLOE 1/2% (MIN.) INSTALL 2 "x2 "± L co TO RAIN CONCRETE WEDGE MIN. 5000 PSI SHOTCRETE # 4 EPDXY COATED AT 6" O _ ALONG HOUSE E.W. (TYP.) C.C., 4 4a 4 .. PROVIDE 1/2- Z THK. COMPRESSIBLE 6" HIGH I , APPROX. BOARD AT SEAMS ALONG GRADE CONCRETE CURB O U V) R (E) GRADE, #5 12" C.G. d _ BEAM AND HOUSE FOUNDATION -► 8" !� - ^-� AND CAULK W/ PERMANENTLY PL PL J NVARIES STAGGERED 441 �I I: 'I FLEXIBLE SEALER 858-860 NEPTUNE AVENUE z o C PROPERTY LINE (N) CONCRETE SLAB PROPERTY LINE PL 9 1/2 z9 , 2 x, 7/8' THK. d -1' < .. DETAIL— SEAWALL SCULPT 3 J Lil 8" DIA. HOLE W MULTISTRAND T.O.C. EL. 94.50'± MSL � V , � d . � SCALE: N.T.S. LJVJ APPRnY STEEL PLATE W/ BEVELED 20' 30' MAX.) ANCHOR, BY DYWIDAG, OR EQUAL, WASHER I a STRAND: (6) -0.6 "DIA. 270 KSI r B.O.G.B. 4 4,' EL. 89.91'± MSL �\ a O V '^ J w COVER PL 2' , BAR &NUT -6" T1 -T6 Q W/ CONCRETE TIEBACK T1 -T6 : LL CCW MIRADRAIN PANELS MIRAF � J Z DESIGN LOAD =230.0 KIPS ,'r0'± 1' 0" OR EQ ' -0 "± WIDE VER RIPS PVC SLEEVE DIA. AS NECESSARY I I I APPROX. ®8 " C EN PIER "'I TEST LOAD =230.0 KIPS FOR INSTALLATION ANCHOR LOCK -OFF LOAD =135.0 KIPS LOCATIONS AS N, W/ CCW HC 12 _3 Q Z INSTALLATION I - SIDEO OR SCH.440 DRAIN OUTLEP INTO 3" YR.) M n UNBONDED ZONE =20' (MIN.) tj¢ LLJ LL FUTURE SHOTCRETE FACING MAY BONDED ZONE =55' 0" (MAX. -_ BE INSTALLED AS NECESSARY TOTAL ANCHOR LENGTH =75' N APPROX. 250 SF OF CONCRETE SLAB -ON -GRADE ;I I =III, III, I I SEE TIEBACK SCHEDULE -TABLE "A" 7" THK., W/ #4 0 12" C.C. E.W. (CENTER SLAB SPACING (TYP.) EXISTING BLUFF STILL INTACT, REINFORCEMENT), V.I.F. PROVIDE 1/2" THK. COMPRESSIBLE BOARD AT SEAMS Q C ALONG GRADE BEAM AND HOUSE FOUNDATION AND ( '-�- I D 4' " elfl < SECTION—GRADE BEAM W TIEBACK r CAULK W/ PERMANENTLY FLEXIBLE SEALER, 25' -0" (MA .) Z SCALE: 1/2 " =1' -0" INSTALL CONTROL JOINTS (C.J.) SAWCUT SLAB 1" DEEP -H 5 WITHIN 12 HOURS OF CONCRETE POUR OR INSTALL b FUTURE HOTC ETE WALL ACING OF WEEP OCATION OF PROPOSED SHOTCRETE J C.) PLASTIC QUICK JOINT, LOCATION OF CONTROL JOINTS I OVER P ERI B UFF DRILL (PIE S I I I CLING OVER UPPER BLUFF DRILL Q W W Z AS SHOWN ON PLAN 1/5. n AS PIE S B , O E EXPOSE Al B TT TC I PIE RETENTION WALL, n SLAB TO RECEIVE TROWEL FINISH W/ 1/8" RADIUS ° PROPO ED SHOTCRETE WALL /FACING F TATIVE PROP D EXPOSED SHOTCR WALL O TOOLED EDGES, POUR NEW SLAB W/ 1/2% SLOPE TO BE H ND S ULPTED AN OL RED ••F SHALL UP TO 10' -0" H (MAX.) UPSLOPE (MIN.) TO DRAIN AND INSTALL 2 "x2 "± CONCRETE TO MATC A JA ENT BLUF A D 0 WITH TOTA EXPOSED FAC AREA WEDGE ALONG HOUSE FOUNDATION GRADE BEAM, (N) - THK. CONCRETE SATIS ITY A THETIC AP RA CE I I ( 250 SF (MA Q z INSTALL (10) #11 TENSION REINFORCEMENT AT CONTRACTOR'S OPTION: INSTALL #5 DOWELS TOTAL SLAB -ON -GRADE POLICY PROPOSED SH RET ALL WILL 0 W W 2' -6" 3' -6" LONG AND STICKING OUT 2' -0" INTO (N) SLAB 1" THK. SAND LAYER ( EXTEND 4' -0" ( BELOW LOWEST > > DOWNSLOPE), INSTALL Wj 2 1/8' GAP BETWEEN 8 MIL. MOISTURE BARRIER ADJACENT GRADE. U W Q DIA. #11 BARS, 0 12 C.C.± (TO MATCH SLAB STEEL REINFORCEMENT) PROPOSED SH RET LL FACING TO W ALONG GRADE BEAM; OR INSTALL #5 DOWELS TOTAL 6" THK. BASE ROCK LAYER BE HAND SC PTED AN COLORED TO -J Lj CL INSTALL W/ 2 1 8" COMPRESSION 4 HOOPS SIDE 2' -6 LONG C 12 C.C. ±, DRILL 6" (MIN.) INTO GRADE COMPACTED SUBGRADE I , I I ( I MATCH AD J ENT BLUFF A TO SATISFY O Z INSTALL C.C. 2 1/ E GAP, INSTALL #4 HOOPS BEAM, USE EPDXY GROUT CITY AE ETIC APPEARANC OLICY. N G 6" C. FULL DEPTH, START 2" FROM BOTTOM OF f ( I ( I I I SAMPL OF COLORS & MATERI OF L-I O d GRADE BEAM, PROVIDE HOOPS W/ 24" OVERLAP, 4 PRO SED SHOTCRETE WALL WIL E N OR USE #3 SPIRAL t� 3" SPACING PITCH CONTINUOUS J CL GR, BEAM Wj 1 1/2 EXTRA TURNS AT BOTH ENDS OF SPIRAL UNIT, I I ( I ( I I I I P HOTDRETE FACING SHOWN HATCHED V) W iv • EXTEND BARS INTO GRADE BEAM FOR FULL HEIGHT v Z Q ° OF GRADE BEAM, (N) SLAB-ON-GRADE_ ( I _ O Z — SEE SECTION B /4, T.O.C. EL. 94.50'± MSL Lj_ = USE PIER CAST -IN -PLACE CONCRETE Fy 000 O G� OF f'c =6,000 PSI AT 28 DAYS, (TYP.) In DOWNSLOPE d 4 d P P 2 P 3 P 4 P 5 P 6 P 7 N 30" DIA. DRILLED P{ERS m L U GRADE BEAM ° 2'�8" (ABOVE) II I I- N DIA. FILE NO. NOTE: T= 111=11 t- I (TYP.) DATE - AT CONTRACTOR'S OPTION ROUND HOOPS OR SPIRAL MAY BE UTILIZED. 50' -0 "± 03 -04 -11 - EQUIVALENT STEEL REINFORCEMENT MAY BE UTILIZED. PROJECT DWG. NO. Sonnie Ras -05 SECTION— DRILLED PIER D DETAIL— SLAB —ON —GRADE 2 ELEVATION— SCHEMATIC VIEW UPSLOPE H REVISION Q 05 -10 -13 SCALE: 1/2 " =V -0" 5 SCALE: 1/2 " =1' -0" 5 SCALE: 3/16 " =1' -O" 5 REMSION 0+ 06-1215 0 , 'v 2" 3" REVISION 11 -17 -17 REVISION ORIGINAL DRAWING MEASURE Z�s 08 -03 -1e DESIGNED BY: RH CHECKED BY: RDM HANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Br DRAWN BY: CHECKED sY; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S- G •%o- POINT NO. 1024 PER RECOED INT. DATE PLANS PREPARED R UNDER SUPERVISI ❑N REC❑ MENDED: AEERO I GRADING PLAN FOR, REPAIRS TO COASTAL BLUFF DESCRIPTION:OF SURVEY NO. 18416, 2,5 - .'� � MR. RICH GILDERSLEEVE PROPERTY LOCATION; DRASS DISK STAMPED 1 UBLICWORK ^/q - ❑F DATE; 02 -23 -11 _��de �_� INTERSECTION LOCATEDUC T ENGI E ME DA E PLANNING JES ❑WENS 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 13879 -C7 BLVD. AND ORPHEUS AVE. R.C.E. NO,; 554 APN: 254- 311 -05 RECORD FROM; C.S.D. VERTICAL CONTROL NG NEER :?-/n DATE REVIEWER 3 ROBERT D. MAHONY, E., G•E• EXP•; 06 -30 -19 I&f z" �8 COASTAL COMMISSION ELEV•1 178.543 NAVD88 DATUM; U.S.C. &G.S. INSPECTOR DATE DATE PERMIT APPLICATION NO; 6 -14 -0559 SHEET 5 OF XQ0 v z, Z v o cu N N 1- Q` v U pc ° M O v1 0 CD W Q U CU L_ 4 W n Z �11 N t'1 N W v ° �0 W J Z n 3 °o C � � z = z W i = a J IA O Z U Z J�U W � O W O_ Uy _Z W CD � Z W O U CTION— SHOTCRETE FACING W DRAIN TYP. AYtKUXIMAIL 5' -0 "± 40' -0 "± 5' -0 "± PROPERTY LINE SCALE: 1/2 " =1' -0" 5 50 -0'± `? O 2c1 I � No. C. 16459 � z w No. GE 554 m JXP. 06- 30 -19� (E) LOWER SEAWALL -- r.j 4 "I 6 "�W- -- TO RECEIVE COSMETIC °(E) SEAWALL 0 5' 10' 15' 20' Q�ECO�FO¢�` HANDSCULPTED 5' -0" SHOTCRETE FACING ' SCALE: 1/4 " =1' APPROX. 4" THICK #4 EPDXY COATED SCALE: AT THE TOP OF WALL DOWELS, 4' -0" O.C„ E.W. IMBED. s "± 2' -6" ,' -to °± & a" THICK AT THE TYP., SET 6" INTO (E) WAIL PLAN— CONCRETE DECK & SLAB —ON —GRADE 1 AS REQ'D 5 1/2 BOTTOM OF THE USING SIMPSON SET -XP (N) CONCRETE SLAB CL WALL EPDXY. SCALE: 1/4 " =1' -0" 5 T.O.C. EL. 94.50'± MSL SLOE 1/2% (MIN.) INSTALL 2 "x2 "± L co TO RAIN CONCRETE WEDGE MIN. 5000 PSI SHOTCRETE # 4 EPDXY COATED AT 6" O _ ALONG HOUSE E.W. (TYP.) C.C., 4 4a 4 .. PROVIDE 1/2- Z THK. COMPRESSIBLE 6" HIGH I , APPROX. BOARD AT SEAMS ALONG GRADE CONCRETE CURB O U V) R (E) GRADE, #5 12" C.G. d _ BEAM AND HOUSE FOUNDATION -► 8" !� - ^-� AND CAULK W/ PERMANENTLY PL PL J NVARIES STAGGERED 441 �I I: 'I FLEXIBLE SEALER 858-860 NEPTUNE AVENUE z o C PROPERTY LINE (N) CONCRETE SLAB PROPERTY LINE PL 9 1/2 z9 , 2 x, 7/8' THK. d -1' < .. DETAIL— SEAWALL SCULPT 3 J Lil 8" DIA. HOLE W MULTISTRAND T.O.C. EL. 94.50'± MSL � V , � d . � SCALE: N.T.S. LJVJ APPRnY STEEL PLATE W/ BEVELED 20' 30' MAX.) ANCHOR, BY DYWIDAG, OR EQUAL, WASHER I a STRAND: (6) -0.6 "DIA. 270 KSI r B.O.G.B. 4 4,' EL. 89.91'± MSL �\ a O V '^ J w COVER PL 2' , BAR &NUT -6" T1 -T6 Q W/ CONCRETE TIEBACK T1 -T6 : LL CCW MIRADRAIN PANELS MIRAF � J Z DESIGN LOAD =230.0 KIPS ,'r0'± 1' 0" OR EQ ' -0 "± WIDE VER RIPS PVC SLEEVE DIA. AS NECESSARY I I I APPROX. ®8 " C EN PIER "'I TEST LOAD =230.0 KIPS FOR INSTALLATION ANCHOR LOCK -OFF LOAD =135.0 KIPS LOCATIONS AS N, W/ CCW HC 12 _3 Q Z INSTALLATION I - SIDEO OR SCH.440 DRAIN OUTLEP INTO 3" YR.) M n UNBONDED ZONE =20' (MIN.) tj¢ LLJ LL FUTURE SHOTCRETE FACING MAY BONDED ZONE =55' 0" (MAX. -_ BE INSTALLED AS NECESSARY TOTAL ANCHOR LENGTH =75' N APPROX. 250 SF OF CONCRETE SLAB -ON -GRADE ;I I =III, III, I I SEE TIEBACK SCHEDULE -TABLE "A" 7" THK., W/ #4 0 12" C.C. E.W. (CENTER SLAB SPACING (TYP.) EXISTING BLUFF STILL INTACT, REINFORCEMENT), V.I.F. PROVIDE 1/2" THK. COMPRESSIBLE BOARD AT SEAMS Q C ALONG GRADE BEAM AND HOUSE FOUNDATION AND ( '-�- I D 4' " elfl < SECTION—GRADE BEAM W TIEBACK r CAULK W/ PERMANENTLY FLEXIBLE SEALER, 25' -0" (MA .) Z SCALE: 1/2 " =1' -0" INSTALL CONTROL JOINTS (C.J.) SAWCUT SLAB 1" DEEP -H 5 WITHIN 12 HOURS OF CONCRETE POUR OR INSTALL b FUTURE HOTC ETE WALL ACING OF WEEP OCATION OF PROPOSED SHOTCRETE J C.) PLASTIC QUICK JOINT, LOCATION OF CONTROL JOINTS I OVER P ERI B UFF DRILL (PIE S I I I CLING OVER UPPER BLUFF DRILL Q W W Z AS SHOWN ON PLAN 1/5. n AS PIE S B , O E EXPOSE Al B TT TC I PIE RETENTION WALL, n SLAB TO RECEIVE TROWEL FINISH W/ 1/8" RADIUS ° PROPO ED SHOTCRETE WALL /FACING F TATIVE PROP D EXPOSED SHOTCR WALL O TOOLED EDGES, POUR NEW SLAB W/ 1/2% SLOPE TO BE H ND S ULPTED AN OL RED ••F SHALL UP TO 10' -0" H (MAX.) UPSLOPE (MIN.) TO DRAIN AND INSTALL 2 "x2 "± CONCRETE TO MATC A JA ENT BLUF A D 0 WITH TOTA EXPOSED FAC AREA WEDGE ALONG HOUSE FOUNDATION GRADE BEAM, (N) - THK. CONCRETE SATIS ITY A THETIC AP RA CE I I ( 250 SF (MA Q z INSTALL (10) #11 TENSION REINFORCEMENT AT CONTRACTOR'S OPTION: INSTALL #5 DOWELS TOTAL SLAB -ON -GRADE POLICY PROPOSED SH RET ALL WILL 0 W W 2' -6" 3' -6" LONG AND STICKING OUT 2' -0" INTO (N) SLAB 1" THK. SAND LAYER ( EXTEND 4' -0" ( BELOW LOWEST > > DOWNSLOPE), INSTALL Wj 2 1/8' GAP BETWEEN 8 MIL. MOISTURE BARRIER ADJACENT GRADE. U W Q DIA. #11 BARS, 0 12 C.C.± (TO MATCH SLAB STEEL REINFORCEMENT) PROPOSED SH RET LL FACING TO W ALONG GRADE BEAM; OR INSTALL #5 DOWELS TOTAL 6" THK. BASE ROCK LAYER BE HAND SC PTED AN COLORED TO -J Lj CL INSTALL W/ 2 1 8" COMPRESSION 4 HOOPS SIDE 2' -6 LONG C 12 C.C. ±, DRILL 6" (MIN.) INTO GRADE COMPACTED SUBGRADE I , I I ( I MATCH AD J ENT BLUFF A TO SATISFY O Z INSTALL C.C. 2 1/ E GAP, INSTALL #4 HOOPS BEAM, USE EPDXY GROUT CITY AE ETIC APPEARANC OLICY. N G 6" C. FULL DEPTH, START 2" FROM BOTTOM OF f ( I ( I I I SAMPL OF COLORS & MATERI OF L-I O d GRADE BEAM, PROVIDE HOOPS W/ 24" OVERLAP, 4 PRO SED SHOTCRETE WALL WIL E N OR USE #3 SPIRAL t� 3" SPACING PITCH CONTINUOUS J CL GR, BEAM Wj 1 1/2 EXTRA TURNS AT BOTH ENDS OF SPIRAL UNIT, I I ( I ( I I I I P HOTDRETE FACING SHOWN HATCHED V) W iv • EXTEND BARS INTO GRADE BEAM FOR FULL HEIGHT v Z Q ° OF GRADE BEAM, (N) SLAB-ON-GRADE_ ( I _ O Z — SEE SECTION B /4, T.O.C. EL. 94.50'± MSL Lj_ = USE PIER CAST -IN -PLACE CONCRETE Fy 000 O G� OF f'c =6,000 PSI AT 28 DAYS, (TYP.) In DOWNSLOPE d 4 d P P 2 P 3 P 4 P 5 P 6 P 7 N 30" DIA. DRILLED P{ERS m L U GRADE BEAM ° 2'�8" (ABOVE) II I I- N DIA. FILE NO. NOTE: T= 111=11 t- I (TYP.) DATE - AT CONTRACTOR'S OPTION ROUND HOOPS OR SPIRAL MAY BE UTILIZED. 50' -0 "± 03 -04 -11 - EQUIVALENT STEEL REINFORCEMENT MAY BE UTILIZED. PROJECT DWG. NO. Sonnie Ras -05 SECTION— DRILLED PIER D DETAIL— SLAB —ON —GRADE 2 ELEVATION— SCHEMATIC VIEW UPSLOPE H REVISION Q 05 -10 -13 SCALE: 1/2 " =V -0" 5 SCALE: 1/2 " =1' -0" 5 SCALE: 3/16 " =1' -O" 5 REMSION 0+ 06-1215 0 , 'v 2" 3" REVISION 11 -17 -17 REVISION ORIGINAL DRAWING MEASURE Z�s 08 -03 -1e DESIGNED BY: RH CHECKED BY: RDM HANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED Br DRAWN BY: CHECKED sY; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S- G •%o- POINT NO. 1024 PER RECOED INT. DATE PLANS PREPARED R UNDER SUPERVISI ❑N REC❑ MENDED: AEERO I GRADING PLAN FOR, REPAIRS TO COASTAL BLUFF DESCRIPTION:OF SURVEY NO. 18416, 2,5 - .'� � MR. RICH GILDERSLEEVE PROPERTY LOCATION; DRASS DISK STAMPED 1 UBLICWORK ^/q - ❑F DATE; 02 -23 -11 _��de �_� INTERSECTION LOCATEDUC T ENGI E ME DA E PLANNING JES ❑WENS 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 13879 -C7 BLVD. AND ORPHEUS AVE. R.C.E. NO,; 554 APN: 254- 311 -05 RECORD FROM; C.S.D. VERTICAL CONTROL NG NEER :?-/n DATE REVIEWER 3 ROBERT D. MAHONY, E., G•E• EXP•; 06 -30 -19 I&f z" �8 COASTAL COMMISSION ELEV•1 178.543 NAVD88 DATUM; U.S.C. &G.S. INSPECTOR DATE DATE PERMIT APPLICATION NO; 6 -14 -0559 SHEET 5 OF XQ0 COASTAL DEVELOPMENT PERMIT CDP 6 -14 -0559 JUNE 21 2016 SPECIAL CONDITIONS: 1. REVISED SITE PLANS. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND WITHIN 180 DAYS OF COMMISSION ACTION ON THIS CDP, THE APPLICANTS SHALL SUBMIT FOR REVIEW AND WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR, FINAL PLANS FOR THE PROPOSED DEVELOPMENT THAT ARE IN SUBSTANTIAL CONFORMANCE WITH THE SUBMITTED PLANS DATED JUNE 17, 2014 BY SOIL ENGINEERING CONSTRUCTION, INC., THAT HAVE BEEN APPROVED BY THE CITY OF ENCINITAS, AND THAT HAVE BEEN REVISED TO INCLUDE THE FOLLOWING DETAILS AND REQUIREMENTS: a. THE ALIGNMENT OF THE PROPOSED UPPER BLUFF CAISSON RETENTION SYSTEM AND UPPER BLUFF SHOTCRETE WALL SHALL BE MODIFIED SUCH THAT THE SEAWARD EDGE OF THE BURIED CAISSONS AND EXPOSED UPPER BLUFF WALL ARE LOCATED AS FAR INLAND AS POSSIBLE, AND NO FURTHER SEAWARD THAN FIVE FT. FROM THE BLUFF TOP HOME ALONG THE ENTIRE PROPERTY (EXHIBIT 16). b. THE PROPOSED REAR YARD CONCRETE PATIO SHALL BE MODIFIED SUCH THAT NO PORTION IS LOCATED WITHIN FIVE FT. OF THE IDENTIFIED BLUFF EDGE AS SHOWN ON THE SUBMITTED PLANS DATED JUNE 17, 2014 BY SOIL ENGINEERING CONSTRUCTION, INC., (EXHIBIT 16). A SAFETY BARRIER IS PERMITTED TO BE INSTALLED CLOSER THAN FIVE FT. FROM THE BLUFF EDGE IF NECESSARY TO MAINTAIN MINIMAL ACCESS AROUND THE HOME. c. SUFFICIENT DETAIL REGARDING THE CONSTRUCTION METHOD AND TECHNOLOGY UTILIZED FOR TEXTURING AND COLORING THE SEAWALL AND UPPER BLUFF WALL. SAID PLANS SHALL CONFORM TO, AND BE OF SUFFICIENT DETAIL TO VERIFY, THAT THE SEAWALL AND UPPER BLUFF WALL CLOSELY MATCHES THE ADJACENT COLOR AND TEXTURE OF THE NATURAL BLUFFS, INCLUDING PROVISION OF A COLOR BOARD FOR THE MATERIAL. d. ANY EXISTING IRRIGATION SYSTEM LOCATED ON THE BLUFF TOP OF THE SUBJECT PROPERTY SHALL BE REMOVED PRIOR TO CONSTRUCTION, EVIDENCE OF REMOVAL OF THE IRRIGATION SYSTEM SHALL BE SUBMITTED WITHIN 30 DAYS OF THE REMOVAL. e. ALL RUNOFF FROM IMPERVIOUS SURFACES ON THE TOP OF THE BLUFF SHALL BE COLLECTED AND DIRECTED AWAY FROM THE BLUFF EDGE TOWARDS THE STREET AND INTO THE CITY'S STORMWATER COLLECTION SYSTEM. f. APPROVED ACCESSORY IMPROVEMENTS (I.E., DECKS, PATIOS, WALLS, WINDSCREENS, ETC.) LOCATED ON THE BLUFF TOP PROPERTY SHALL BE DETAILED AND DRAWN TO SCALE ON THE FINAL APPROVED SITE PLAN AND SHALL INCLUDE MEASUREMENTS OF THE DISTANCE BETWEEN THE ACCESSORY IMPROVEMENTS AND THE RECONSTRUCTED BLUFF EDGE TAKEN AT THREE OR MORE LOCATIONS. THE LOCATIONS FOR THESE MEASUREMENTS SHALL BE IDENTIFIED THROUGH PERMANENT MARKERS, BENCHMARKS, SURVEY POSITIONS, WRITTEN DESCRIPTION, OR OTHER METHOD THAT ENABLES ACCURATE DETERMINATION OF THE LOCATION OF ALL STRUCTURES ON THE SITE. THE PLANS SHALL INDICATE THAT THE APPROVED ACCESSORY IMPROVEMENTS ARE NOT ENTITLED TO PROTECTION FROM THE PROPOSED SHORELINE ARMORING. ANY EXISTING ACCESSORY STRUCTURES LOCATED WITHIN FIVE FT. OF THE RECONSTRUCTED BLUFF EDGE SHALL BE REMOVED. ANY NEW PLEXIGLAS OR OTHER GLASS WALL SHALL BE DETAILED ON THE FINAL PLANS AND SHALL BE NO- CLEAR, TINTED, FROSTED OR INCORPORATE OTHER ELEMENTS TO INHIBIT BIRD STRIKES. g. MONITORING PEGS SUITABLE TO WITHSTAND A MARINE ENVIRONMENT SHALL BE INSTALLED EIGHT TO TEN FEET ON CENTER INTO THE FACE OF THE SEAWALL AT THE SAME ELEVATION OF THE MHTL AND AT AN ELEVATION OF FIVE FEET ABOVE THE MHTL. THE PLACEMENT OF THE MONITORING PEGS SHALL BE CERTIFIED BY A LICENSED SURVEYOR. THESE MONITORING PEGS SHALL BE INSPECTED REGULARLY AS PART OF SPECIAL CONDITION 7e AND ANY MISSING PEGS SHALL BE REPLACED WITHIN A MONTH FROM THE TIME THAT THE MISSING PEG IS NOTICED. 8. STORAGE AND STAGING AREAS /ACCESS CORRIDORS. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND WITHIN 180 DAYS OF COMMISSION ACTION ON THIS CDP, THE APPLICANTS SHALL SUBMIT TO THE EXECUTIVE DIRECTOR FOR REVIEW AND WRITTEN APPROVAL, FINAL PLANS INDICATING THE LOCATION OF ACCESS CORRIDORS TO THE CONSTRUCTION SITE AND STAGING AREAS. THE FINAL PLANS SHALL INDICATE THAT: a. NO OVERNIGHT STORAGE OF EQUIPMENT OR MATERIALS SHALL OCCUR ON SANDY BEACH OR PUBLIC PARKING AREAS. DURING THE CONSTRUCTION STAGES OF THE PROJECT, THE PERMITTEES SHALL NOT STORE ANY CONSTRUCTION MATERIALS OR WASTE WHERE IF WILL BE OR COULD POTENTIALLY BE SUBJECT TO WAVE EROSION AND DISPERSION. IN ADDITION, NO MACHINERY SHALL BE PLACED, STORED OR OTHERWISE LOCATED IN THE INTERTIDAL ZONE AT ANY TIME, EXCEPT FOR THE MINIMUM NECESSARY TO INSTALL THE LANDSCAPING AND AESTHETICALLY TREAT THE SEAWALL. CONSTRUCTION EQUIPMENT SHALL NOT BE WASHED ON THE BEACH OR WITHIN PUBLIC PARKING LOTS. b. WORKER ACCESS CORRIDORS SHALL BE LOCATED IN A MANNER THAT HAS THE LEAST IMPACT ON PUBLIC ACCESS TO AND ALONG THE SHORELINE. C. NO WORK AUTHORIZED BY THIS CDP SHALL OCCUR ON THE BEACH ON WEEKENDS, HOLIDAYS' OR FROM MEMORIAL DAY WEEKEND THROUGH LABOR DAY OF ANY YEAR. d. THE APPLICANTS SHALL SUBMIT EVIDENCE THAT THE APPROVED PLANS AND PLAN NOTES HAVE BEEN INCORPORATED INTO CONSTRUCTION BID DOCUMENTS. THE APPLICANTS SHALL REMOVE ALL CONSTRUCTION MATERIALS /EQUIPMENT FROM THE STAGING SITE AND RESTORE THE STAGING SITE TO ITS PRIOR -TO- CONSTRUCTION CONDITION WITHIN 24 HOURS FOLLOWING COMPLETION OF THE DEVELOPMENT. �... on _ C.C. - CENTER TO CENTER C.O. -CLEAN OUT E.W. -EACH WAY (E), (N) - EXISTING, NEW N.I.C. -NOT IN CONTRACT P.T.D.F. - PRESSURE TREATED LOAD DOUGLAS FIR T.O.G.B. -TOP OF GRADE BEAM T.Q.W. -TOP OF WALL T. & B. -TOP AND BOTTOM U.N.O. - UNLESS NOTED OTHERWISE V.I.F. - VERIFY IN FIELD B.O.W. - BOTTOM OF WALL G.B.W. -GRADE BELOW OF WALL T.O.C. -TOP OF CONCRETE T.O.G. -TOP OF GRADE E.F. -EACH FACE TIEBACK SCHEDULE -TABLE "A ":0 MARK DESIGN TEST LOCK -OFF UNBONDE OND TAL BONDED TOTAL TOTAL TYPE 24" LOAD LOAD LOAD ZONE Z ZO NE LENGTH TIEBACK Qualified Resource Specialist, that certifies the on -site landscaping is in conformance with 61" KIPS KIPS KIPS FEET F XLH FEET FEET ANCHORS that the trngation on the bluff face has been capped or removed. This requirement shall be V) b. A CONSTRUCTION COORDINATOR SHALL BE DESIGNATED TO BE CONTACTED DURING CONSTRUCTION incorporated in the Landscape Plan, pursuant to this Special Condition 2. LLJ (MIN.) 8" DIA. 8" DIA. EACH J T1 -T6 230.0 230.0 135.0 20 55 75 6 changes to the plans shall occur without a Coastal Commission approved amendment to this THE CONSTRUCTION COORDINATOR SHOULD BE CONTACTED IN THE CASE OF QUESTIONS REGARDING coastal development permit unless the Executive Director determines that no amendment is THE CONSTRUCTION (IN CASE OF BOTH REGULAR INQUIRIES AND EMERGENCIES). THE CONSTRUCTION legally required. COORDINATOR SHALL RECORD THE NAME, PHONE NUMBER, AND NATURE OF ALL COMPLAINTS RECEIVED * - MULTISTRAND ANCHORS, OR BARS, TO BE BY DC] DYWIDAG, OR EQUAL, DCP - BOUBLE CORROSION PROTECTED. - MULTISTRAND ANCHORS ARE RECOMMENDED: USE (6) 0.6" DIA., 270 KSI ANCHORS. - BAR ANCHOR: USE 1 3/4" DIA, GR. 150 ASTM A722, DYWIDAG BAR AND HARDWARE, DCP - ALL TIEBACK ANCHORS TO BE PROOF TESTED, PROOF TEST ALL TIEBACK ANCHORS TO 100% D.L. TIEBACK ANCHOR TESTING PROCEDURE TO BE IN GENERAL CONFORMANCE WITH PTI MANUAL, FIFTH EDITION, AND SPECIFICALLY IN ACCORDANCE WITH FOLLOWING SECTIONS: PERFORMANCE TESTING SECTION 4.3.7.1 PROOF TESTING SECTION 4.3.7.2 ACCEPTANCE CRITERIA SECTION 4.5.6 LOCATION OF TESTED TIEBACKS /ANCHORS TO BE FIELD DETERMINED BY SOIL ENGINEER. - LOCK -OFF ALL TIEBACK ANCHORS AFTER ACCEPTED TESTING TO 60% D.L. - TIEBACK GROUT COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI (MIN.). - INCLINATION BELOW HORIZONTAL PLANE (BLUFF FACE): 15' TO 30' (MAX.). - HIGH - PRESSURE GROUTED, DRILLED 8" DIA. ANCHOR HOLES USED FOR DESIGN PURPOSES. - APPROX. TOTAL TIEBACK ANCHORS ANTICIPATED (6). - ADDITIONAL TIEBACK ANCHORS MAY BE INSTALLED IF DEEMED NECESSARY BY SOIL ENGINEER'S REPRESENTATIVE BASED ON FIELD CONDITIONS. Page 4 Juste 21, 2016 Permit Application No.. 6-14 -0559 COASTAL DEVELOPM NT PERMIT The permittees shall undertake the development in a cordance with the approved plans. Any proposed changes to the approved plans shall be re reed to the Executive Director. No changes to the plans shall occur without a Coastal C mmission approved amendment to this coastal development permit unless the Executive D" ector determines that no amendment is legally required. Final Landscape Plans. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND WITHIN 180 DAYS OF COMMISSION ACTION ON THIS CDP, the applicants shall submit for review and written approval of the Executive Director, final landscape plans for the landscaping on the coastal bluff that are in substantial conformance with the submitted plans dated March 4, 2011 by David Reed Landscape Architects, that have been approved by the City of Encinitas and that have been revised to include the following details and requirements: a. All existing non -native plant species on the bluff face shall be removed prior to planting of new vegetation. b. Only drought tolerant native plant materials may be planted on the subject property. N a plant species listed as problematic and/or invasive by the California Native Plant Society, the California Invasive Plant Council, or as may be identified from time to time by the State of California shall be employed or allowed to naturalize or persist on the site. No plant skies fisted as `noxious weed' by the State of California or the U.S. Federal Government shall be planted within the property. c. All irrigation on the bluff face shall be capped within 36 months of planting and the applicant shall agree not to undertake any additional irrigation 36 months after planting. d. All approved landscaping shall be completed within 1 year of Commission action on this permit. HANGE NO, DESCRIPTILIN APPROVED DATE BENCHMARK AS -BUILT APPROVALS I - tur 3 - to. POINT NO. 1024 PER RECOfD DESCRIPTION, OF SURVEY NO. 18416, 2.5' LOCATION, PRASS DISK, STAMPED ERECTLOFALEA EN M I DATE 1 INTSION LOCATED UBLICWURK PLANNING BLVD. AND ORPHEUS AVE. r0 REVIEWER RECORD FROM, C.S.D. VERTICAL CONTROL NGINEER DATE ELEV,, 178.543(NAVD88) DATUM, U.S.C. &G.S. TNSPFCTOR STATEMENT OF SPECIAL INSPECTIONS 2016 CBC SEC. 1704): SPECIAL INSPECTION REQUIRED FOR: - SOILS REPORT - CONCRETE Vc =6,000 PSI (4,000 PSI) - SHOTCRETE - REINFORCING STEEL Fy =60 KS1 - STATEMENT OF SPECIAL INSPECTIONS, 2016 CBC, WILL BE SUBMITTED TO CITY OF ENCINITAS DEVELOPMENT SERVICES. 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT (PERIODIC). 2. VERIFYING USE OF REQUIRED DESIGN MIX (PERIODIC): Vc =6,000 PSI, W/C RATIO =0.32, TYPE II - V PORTLAND CEMENT. Vc =4,000 PSI, W/C RATIO =0.48, TYPE II - V PORTLAND CEMENT. LAB TESTING OF CONCRETE SPECIMENS MAY BE REQUIRED. ENGINEER OF RECORD TO RECEIVE SPECIAL INSPECTIONS NOTICES. - SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD), WHO HAS PREPARED APPROVED GEOTECHNICAL INVESTIGATION REPORT. - SOIL ENGINEER'S REPRESENTATIVE TO PERFORM GEOLOGIC OBSERVATIONS FOR ALL EXCAVATIONS NEAR BASE OF BLUFF TO CONFIRM WALL BASE EMBEDMENT. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE DRILLING PROCESS TO CONFIRM DEPTH OF TIEBACK ANCHORS. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE PROOF TESTING OF ALL TIEBACK ANCHORS: 1. PROOF TEST ALL TIEBACK ANCHORS. 2. ANCHOR TEST LOAD (T.L.) CAA 100% D.L. (SEE TIEBACK SCHEDULE -TABLE "A"). 3. ANCHOR LOCK -OFF LOAD @ 60% D.L. (SEE TIEBACK SCHEDULE -TABLE "A "). 4. ANCHORS TESTING PROCEDURE TO BE IN GENERAL CONFORMANCE WITH PIT MANUAL (POST TENSIONING INSTITUTE). 5. UPON CONCLUSION OF ANCHORS TESTING, SOIL ENGINEER WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE TO BOTH LOAD TESTING, ANCHOR DEPTH, AND BLUFF REPAIR AS -BUILT CONSTRUCTION CONDITIONS. SPECIAL INSPECTION FINAL REPORT PREPARED BY -------- - - -_- DATED ON FILE WITH ENGINEERING DIVISION MIN. DEVELOPMENT LENGTH IN INCHES (Ld): 11. CONSTRUCTION SITE DOCUMENTS & CONSTRUCTION COORDINATOR. DURING ALL CONSTRUCTION: Vc = 3.0 ksi Vc = 4.0 ksi #4 e. The applicant shall submit, five years from the date of Commission action on this coastal 19" a. COPIES OF THE SIGNED COASTAL DEVELOPMENT PERMIT AND THE APPROVED CONSTRUCTION PLAN 28" 24" SHALL BE MAINTAINED IN A CONSPICUOUS LOCATION AT THE CONSTRUCTION SITE AT ALL TIMES, development permit (June 8, 2021), for review and written approval of the Executive 29" AND SUCH COPIES SHALL BE AVAILABLE FOR PUBLIC REVIEW ON REQUEST. ALL PERSONS Director, a landscape monitoring report, prepared by a licensed Landscape Architect or 54" INVOLVED WITH THE CONSTRUCTION SHALL BE BRIEFED ON THE CONTENT AND MEANING OF Qualified Resource Specialist, that certifies the on -site landscaping is in conformance with 61" THE COASTAL DEVELOPMENT PERMIT AND THE APPROVED CONSTRUCTION PLAN, AND THE PUBLIC the landscape plan approved pursuant to this Special Condition. The monitoring report shah #14 REVIEW REQUIREMENT APPLICABLE TO THEM, PRIOR TO COMMENCEMENT OF CONSTRUCTION. include photographic documentation of plant species and plant coverage and shall document 24" that the trngation on the bluff face has been capped or removed. This requirement shall be V) b. A CONSTRUCTION COORDINATOR SHALL BE DESIGNATED TO BE CONTACTED DURING CONSTRUCTION incorporated in the Landscape Plan, pursuant to this Special Condition 2. LLJ SHOULD QUESTIONS ARISE REGARDING THE CONSTRUCTION (IN CASE OF BOTH REGULAR INQUIRIES J AND EMERGENCIES). THE COORDINATOR SHALL BE AVAILABLE 24 HOURS A DAY FOR THE DURATION J W CONSTRUCTION. CONTACT IN THE FORMATION, INCLUDING STREET ADDRESS, PHONE NUMBER, AND The permittees shall undertake the development in accordance with the approved plans. Any E -MAIL ADDRESS SHALL BE CONSPICUOUSLY POSTED AT THE JOB SITE WHERE SUCH CONTACT proposed changes to the approved plans shall be reported to the Executive Director. No INFORMATION IS READILY VISIBLE FROM PUBLIC VIEWING AREAS, ALONG WITH AN INDICATION THAT changes to the plans shall occur without a Coastal Commission approved amendment to this THE CONSTRUCTION COORDINATOR SHOULD BE CONTACTED IN THE CASE OF QUESTIONS REGARDING coastal development permit unless the Executive Director determines that no amendment is THE CONSTRUCTION (IN CASE OF BOTH REGULAR INQUIRIES AND EMERGENCIES). THE CONSTRUCTION legally required. COORDINATOR SHALL RECORD THE NAME, PHONE NUMBER, AND NATURE OF ALL COMPLAINTS RECEIVED REGARDING THE CONSTRUCTION, AND SHALL INVESTIGATE COMPLAINTS AND TAKE REMEDIAL ACTION, IF NECESSARY, WITHIN 72 HOURS OF RECEIPT OF THE COMPLAINT OR INQUIRY. CONTACT INFORMATION: CONSTRUCTION COORDINATOR - JOHN NNEN, SOIL ENGINEERING CONSTRUCTION, INC., 560 N. HWY 101, STE. 5, ENCINITAS, CA 92024, PHONE: (760) 801 -6079, EMAIL: JWNOSOILENGINEERINGCONSTRUCTION .COM HANGE NO, DESCRIPTILIN APPROVED DATE BENCHMARK AS -BUILT APPROVALS I - tur 3 - to. POINT NO. 1024 PER RECOfD DESCRIPTION, OF SURVEY NO. 18416, 2.5' LOCATION, PRASS DISK, STAMPED ERECTLOFALEA EN M I DATE 1 INTSION LOCATED UBLICWURK PLANNING BLVD. AND ORPHEUS AVE. r0 REVIEWER RECORD FROM, C.S.D. VERTICAL CONTROL NGINEER DATE ELEV,, 178.543(NAVD88) DATUM, U.S.C. &G.S. TNSPFCTOR STATEMENT OF SPECIAL INSPECTIONS 2016 CBC SEC. 1704): SPECIAL INSPECTION REQUIRED FOR: - SOILS REPORT - CONCRETE Vc =6,000 PSI (4,000 PSI) - SHOTCRETE - REINFORCING STEEL Fy =60 KS1 - STATEMENT OF SPECIAL INSPECTIONS, 2016 CBC, WILL BE SUBMITTED TO CITY OF ENCINITAS DEVELOPMENT SERVICES. 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT (PERIODIC). 2. VERIFYING USE OF REQUIRED DESIGN MIX (PERIODIC): Vc =6,000 PSI, W/C RATIO =0.32, TYPE II - V PORTLAND CEMENT. Vc =4,000 PSI, W/C RATIO =0.48, TYPE II - V PORTLAND CEMENT. LAB TESTING OF CONCRETE SPECIMENS MAY BE REQUIRED. ENGINEER OF RECORD TO RECEIVE SPECIAL INSPECTIONS NOTICES. - SOILS SPECIAL INSPECTIONS SHALL BE PERFORMED BY REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE (SOILS ENGINEER OR GEOTECHNICAL ENGINEER OF RECORD), WHO HAS PREPARED APPROVED GEOTECHNICAL INVESTIGATION REPORT. - SOIL ENGINEER'S REPRESENTATIVE TO PERFORM GEOLOGIC OBSERVATIONS FOR ALL EXCAVATIONS NEAR BASE OF BLUFF TO CONFIRM WALL BASE EMBEDMENT. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE DRILLING PROCESS TO CONFIRM DEPTH OF TIEBACK ANCHORS. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE PROOF TESTING OF ALL TIEBACK ANCHORS: 1. PROOF TEST ALL TIEBACK ANCHORS. 2. ANCHOR TEST LOAD (T.L.) CAA 100% D.L. (SEE TIEBACK SCHEDULE -TABLE "A"). 3. ANCHOR LOCK -OFF LOAD @ 60% D.L. (SEE TIEBACK SCHEDULE -TABLE "A "). 4. ANCHORS TESTING PROCEDURE TO BE IN GENERAL CONFORMANCE WITH PIT MANUAL (POST TENSIONING INSTITUTE). 5. UPON CONCLUSION OF ANCHORS TESTING, SOIL ENGINEER WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE TO BOTH LOAD TESTING, ANCHOR DEPTH, AND BLUFF REPAIR AS -BUILT CONSTRUCTION CONDITIONS. SPECIAL INSPECTION FINAL REPORT PREPARED BY -------- - - -_- DATED ON FILE WITH ENGINEERING DIVISION MIN. DEVELOPMENT LENGTH IN INCHES (Ld): BAR SIZE Vc = 3.0 ksi Vc = 4.0 ksi #4 23" 19" #5 28" 24" #6 34" 29" #7 62" 54" #8 71" 61" z CU D D CU LAP LENGTH IN INCHES (1.3 Ld): BAR SIZE Vc = 3.0 ksi Vc = 4.0 ksi #4 30" 25" #5 37" 32" #6 44" 38" #7 81" 70" #8 92" 80" NOTE: BAR SIZE - FOR LAP SPLICES USE CLASS "B" SPLICES, (LAP OF 1.30 Ld). #4 - AT CONTRACTOR'S OPTION, HIGH STRENGTH COUPLERS MAY BE UTILIZED. 3 -3/4" (COUPLERS TO DEVELOP AT LEAST 125% SPECIFIED YIELD STRENGTH Vy OF BAR) - FOR CONCRETE OF f'c = 2.5 KSI USE TABLE FOR Vc = 3.0 KSI. 9 -1/2" 4d, 2 -1/2 MIN, 160° , 3' MIN, Iod R = 2d FOR #3, #4 & #5 STANDARD BEND DIA. BAR SIZE DIA. (D) #3 2 -1/4" #4 3" #5 3 -3/4" #6 4 -1/2" #7 5 -1/4" #8 6" #9 9 -1/2" #10 10 -3/4" #11 12" #14 18 -1/4" #18 24" STANDARD REINF. HOOKS AND BENDS NOTES: - HOOK LENGTHS ARE MINIMUMS. LONGER HOOKS SHALL BE PROVIDED WHERE DETAILED ON DRAWINGS. - BAR STIRRUP AND TIE CONFIGURATION SHALL BE AS SHOWN ON DRAWINGS. GENERAL NOTES: 1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH 2016 CBC, AS AMENDED BY STATE OF CALIFORNIA, COUNTY, AND CITY OF ENCINITAS CODES AND ORDINANCES. 2. ALL DIMENSIONS, CONDITIONS AND LOCATION OF FACILITIES TO BE VERIFIED AND DETERMINED IN FIELD. 3. EXACT LOCATION AND EXTENT OF PROPOSED BLUFF STABILIZATION PROJECT CAN BE ADJUSTED AS FIELD CONDITIONS REQUIRE AT TIME OF CONSTRUCTION. 4. ALL EXPOSED STEEL, IF ANY, .SHALL BE GALVANIZED OR COATED WITH CORROSION INHIBITING PAINT. TIEBACK HEADS TO BE COMPLETELY COATED WITH EPDXY GROUT OR CONCRETE. 5. REINFORCED CONCRETE SHALL HAVE COMPRESSIVE STRENGTH AT 28 DAYS: - BLUFF RETENTION SYSTEM: PIERS OF fc =6,000 PSI - BLUFF RETENTION SYSTEM: GRADE BEAM OF f'c =4,000 PSI - CONCRETE SLAB -ON -GRADE OF f c =4,000 PSI - CONCRETE FOR SHOTCRETE WALLS OF Vc =4,000 PSI USE CEMENT TYPE V, SULFATE RESISTANT CEMENT. MAXIMUM WATER -CEM ENTITIOUS MATERIAL RATIO, BY WEIGHT, NORMAL WEIGHT CONCRETE, TO BE OF 0.32 (0.48, f'c =4,000 PSI). 6. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR #4 BARS AND ABOVE. ALL REBAR TO BE EPDXY COATED. 7. STEEL MEMBERS, IF ANY, SHALL BE: - ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO ASTM A992, GRADE 50, - MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36. 8. SECTION AT CONSTRUCTION JOINT (C.J.), IF ANY, MAKE ROUGH AND FORM KEY. 9. REINFORCEMENT COVER: - CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH SHALL HAVE MINIMUM 3" CONCRETE COVER, - CONCRETE EXPOSED TO EARTH OR WEATHER SHALL HAVE MINIMUM 2" CONCRETE COVER FOR #6 BARS AND ABOVE, 1 1/2" FOR #5 BARS AND BELOW. 10. SPLICES OF REBAR TO BE CLASS (B) SPLICE. LAP SPLICES OF REINFORCING BARS IN SHOTCRETE SHALL UTILIZE NONCONTACT LAP SPLICE METHOD WITH MINIMUM CLEARANCE OF 2 INCHES BETWEEN BARS (2016 CBC SEC. 1908.4.3). 11. NEW SHOTCRETE WALL /FACING SHALL BE MOTTLED TAN IN COLOR AND NATURAL IN TEXTURE TO MATCH EXPOSED BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. 12. EPDXY ADHESIVE TO BE "SET -XP" BY SIMPSON STRONG -TIE COMPANY, INC., ESR -2508, OR EQUAL. CONCRETE / GROUT PATCH, IF ANY, SHALL BE APPROVED HIGH STRENGTH CEMENT BASED COMPOUND. 13. ALL RETROFIT HARDWARE, IF ANY, TO BE BY SIMPSON STRONG -TIE COMPANY, INC., OR EQUAL. 14. TIEBACK ANCHOR NOTE: SEE TIEBACK SCHEDULE -TABLE "A ", AND RELEVANT NOTES, DETAILS AND SECTIONS. TIEBACK ANCHORS TO BE BY DCI DYWIDAG, OR EQUAL. TIEBACK ANCHORS SHALL BE DBL CORROSION PROTECTED. USE ADEQUATE CENTRALIZERS, IF BAR IS USED, ® 10' -0" C.C.t. HOLE DIA. AT CONTRACTOR'S OPTION, 8" DIA. IS USED IN DESIGN. ALLOW HOLE CONCRETE BACKFILL CURE TIME BEFORE TESTING. HOLES TO BE TREMIE PIPE GROUTED FROM BOTTOM OF HOLE FOR ENTIRE BONDED ZONE. GREASE FILLED PVC SLEEVE WILL BE PROVIDED OVER UNBONDED LENGTH TO ASSURE LOAD IS ONLY ON BONDED LENGTH. SECOND STAGE OF GROUTING SHALL BE ACCOMPLISHED AFTER ACCEPTED TESTING, ALL WAY UP REMAINING HOLE. FRACTURE GROUTING MAY BE UTILIZED, AT CONTRACTOR'S OPTION, TO ACHIEVE CONSIDERABLY HIGHER SOIL -GROUT BOND CAPACITY. TIEBACK ANCHORS DEPTH MAY BE ADJUSTED WITH SOIL ENGINEER'S APPROVAL, BASED ON ACTUAL BOND STRENGTH DEVELOPED IN TEST PROGRAM, OR PER ACTUAL SOIL CONDITIONS AT TIME OF DRILLING OPERATION. 15. TIEBACK ANCHORS TO BE HIGH PRESSURE GROUTED. 16. SPECIAL INSPECTION (2016 CBC SEC. 1704, SEC. 107.2.1.): - SEE ALSO STATEMENT OF SPECIAL INSPECTIONS. UPON CONCLUSION OF CONSTRUCTION, ENGINEER OF RECORD WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE TO REPAIRS TO LOWER COASTAL BLUFF AND AS -BUILT CONSTRUCTION CONDITIONS. 17. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED, AND GEOTECHNICAL ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED BY SOIL ENGINEER OF RECORD: GEOSOILS, INC. 18. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF ALL REFERENCED REPORT(S). FOR LIST OF ALL REFERENCED REPORT(S) SEE SECTION A, NOTE 2, ON SHEET 1. 0 1" 2" 3" ORIGINAL DRAWING MEASURE (3 z Z N O N N ~ m U m I o Z ) n O W W Q U CU I W n Z W y N . 1 W u m W _J a Z i n L Z = i W z x o d J IiDn O O Z Z _ O_ J U W O W V) O Z W O U No. C. 16459 No. GE 554 XP. 06 -30 -1' E9 O `VA f OV) i Z U Ld O M. NO. O INT, D z z GRADING PLAN FOR, REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPERTY 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 254 - 311 -05 PERMIT COMMISSION .PERMIT APPLICATION NO, 6 -14 -0559 q/q W(100 AC 1- LJ Z z O Q U V) LLJ LL J I J W < �y W f r Z U W W I'1 O 0_ UJ 0- =) UJ W Q W _J LJJ LO tYZN LtJ F- O a0_ N W CT) 0 Z Q Z O Z tY 00 O 1 LL_ 00 = � 00 C) 1\ DATE LwlDM � 1, i PROJECT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT • M. NO. R M INT, Sonnie Res -06 REVISION r Z U W W I'1 O 0_ UJ 0- =) UJ W Q W _J LJJ LO tYZN LtJ F- O a0_ N W CT) 0 Z Q Z O Z tY 00 O 1 LL_ 00 = � 00 C) 1\ DATE LwlDM � 1, 03 -04 -ii PROJECT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT >> -on M. NO. R M INT, Sonnie Res -06 REVISION - GRADING PLAN FOR, REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPERTY 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 254 - 311 -05 PERMIT COMMISSION .PERMIT APPLICATION NO, 6 -14 -0559 q/q 1 6 RH ROM DRAWING NO. 13879 -G SHEET 6 OF LwlDM � 1, fWHEIN D � � l.(ICI. D T : ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT RDM RH R M INT, DATE PLANS PREPARED UNDER SUPERVISION OF DATE, 02 -23 -11 R.C,E, NO., 554 V44 RDBERT D, MAHONY, ,E,, &E. EXP, 06 -30 -19 REC MMENDED, ❑VEDI JES WENS -�� �L� " a DATE DATE GRADING PLAN FOR, REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPERTY 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 APN: 254 - 311 -05 PERMIT COMMISSION .PERMIT APPLICATION NO, 6 -14 -0559 q/q _ AC 440 1 6 RH ROM DRAWING NO. 13879 -G SHEET 6 OF 11 IWA\: IME06*l[0120 SLOPE LAGGING LAGGING E- noolC FLAPS TAPED TO OF CCW MIRADRAIN V VLLt -V IVI\ 1 / \IVLL DISCHARGE OUTLETS - SEE SEPARATE LAGGING DETAILS NOTES: 1. BACK OF CCW MIRADRAIN CORE SHOULD BE FACING INSTALLER WHEN INSTALLING. FABRIC SIDE OF CCW MIRADRAIN IS INSTALLED TOWARDS LAGGING OR EARTH. MD -2 CHIMNEY DRAIN ��'� ►���-��= © 2007 CARLISLE CORPORATION U Z Z O N N N U m M Z w u I.° omW¢ v NI Z w to M o m LLJ u � LEI J Q Z = n 4 Z = z W z = -°o a J_ In 0 V) 9 Z Z J Of U w� pw� V) zP ZZ Z U No. C. 16459 No. GE 554 XP. 06 -30 -11 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR \ - -IBM EL. =96 -80 FD. 2 -1/2" BRASS �� DISK PER ROS 7038 U Z - EQUIVALENT TO ATTACH FABRIC TO POSTS. 2 "x2" BY 14 G0. WIRE OR 0.78' AND PM 11859 EQUIVALENT, IF STANDARD STRENGTH FABRIC USED N 16'43'4 W \ \ Z _O H v N cu N ° v I FILTER FABRIC w, cr a o V) 0 z o O Na Z OD U v FLOW N G O OD w c 0 cu 717-F --I) v I I I II I I (- T- 1�1 6' -0" (MAX.) f( I. I Z MINIMUM 4 "x4" �/ W uj g MI Z .. � v ° � ~ TRENCH o (N) 1 1 2" PVC SCH. 40 O 1 Z 3 n H I BACKFILL TRENCH WITH PRESSURIZED DRAIN PIPE �94� �O�Q '' C N SUMP PUMP ZOELLER NATIVE SOIL OR 3/4 " -1.5" 1 4 HP - AC _ l PLANTER `�, PAVING Z a Z (32 GAL /MIN.) W/ JACKAL SF30PR APN: 254- 311 -09 �� y����? D.DD� Lv z z POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED WASHED GRAVEL (30 GAL) SUMP, OUTLET 'TO (E) EXISTING HOUSE i x �� \J ,, ASS�1MEb J o PLANTER AREA OR DIRECT TO _ c, _ NOTE 2 "x2" WOOD POSTS, STEEL FENCE STREET, INSTALL BOTH SIDES OF RESIDENCE. f>T �E1 DRAIN Q�'p� l3 / /�� TLET CONC Z �� ` O - EROSION CONTROL MEASURES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALL SUMP PUMP OUTSIDE OF a V APPROX. LOCATION OF N \ INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 40' -0" T.O.B. SETBACK OZ' PROPERTY Q33i i "ONC r CONCRETE WASHOUT o ��' WM -9 M -4 M -8 - �`' El ALT. SECTION -SILT FENCE EROSION CONTROL E x, �+ -5 WM -1 �, �` 54.x_ L J �wM z o SCALE: 1 " =1' -0" 8 ,11,27E 7k D.S N D.I. O � �,0 L J?. APPROX. LQCATION %� 1D L J F- U j zM1 6" DIA. � � � ' W � I 1 TREE ,. ,^.- r -� GIRT D. �� F CONSTRUCTION ` ILET O W Z v) F.- APPROX. EXISTING EDGE F COASTAL BLUFF T.O. �. �,-�►" x � � (D Z ;� W O U \ \ \ GRA E N 1 - - i - a:,. �R � °� 1p �C LOCATION OF 86 NEPTUNE AVE. Q MP. MATERIAL STORAGE AND CONC �\ SS' JA, EXISTING \ SEAWALL, TOP WALL \ \ w 1 sy o A\ N0, X59 APN: 254 - 311 -05 E PARKING p p. 4 y� �\ :. .5 TO. 30. 30.54' MSL I �, t. >+ 0 EL 30.42' MSL 1 A \ Sa. D TWO -STORY STUCCO HOUSE FF =94.91 '- ASSUMED E i DRAIN OUTLET-,,),---, 4 4 O No. C. c, 459 c \ No. GE XP, 5 rn 554 \ PLANTER � F'A i 3� 8.79 �P NORTHERLY PROPERTY ® 858 -860 EPTU IN AVE. j 0 %� LI 2.2. �� O� `po NOTE: NO WORK TO BE CONDUCTED ED 2. yi \E� o V RAVEL�W� ON PONTO BEACH STATE PARK PROPERTY. 7 s FR \ \ s \ /6F I� f CE '�� '; � x �i:v� � � o A � � � ` � to � A 1 1 � � A���i �6• 41 � -�, R17 � � � �B ti+.l F A �� B.F >. ^IN °° � f VPL W00� «R DIRT J• PROPERTY � �n �� CRADE O � BREAK l 6'30 E LINE FD LEAD AND DISK S1AMPED „LS 3369" 3 ^,y =; Q �-- Z ^� Z x ' L3 ` BEACH �, � � 1 ; t �FR 1 V CRAI r BREA V �. <� p1 7 x , ' �' 94 �' / APN. 256- 01� -17 PER 1659 P 1 t EXISTING HOUSE V) 0 x , _ \ `} �. % � `, ID .2.1 a �'� ` �� uD / / �. 1 \ \ % J� ���� "�'� PARCEL_ 1 EROSION AND SEDIMENT CONTROL NOTES O Q .© O i! LID 2 2.2 ` x N 2.2. , E L 8 �' �, �, a 2.. \ AP OX. f�G E GE O P. IM , 11659 TEMPORARY EROSION /SEDIMENT CONTROL, PRIOR TO COMPLETION OF FINAL IMPROVEMENTS, SHALL BE Lj LL� Q J J Z r �xD.2L FR �+ a LID 2 p j FR ` L D 2.1 T Ll BLUFF 1.0.8.) PERFORMED BY THE CONTRACTOR OR QUALIFIED PERSON AS INDICATED BELOW: "LAND O I� O L1 2. �\ i �'2' ` 1. ALL REQUIREMENTS OF THE CITY OF SAN DIEGO DEVELOPMENT MANUAL, STORM WATER STANDARDS MUST BE INTO THE DESIGN AND CONSTRUCTION OF THE PROPOSED O / N ' / ' LI 2. A INCORPORATED GRADING /IMPROVEMENTS CONSISTENT WITH THE APPROVED STORM WATER POLLUTION PREVENTION I 5 / aw nv I i / / ,x m! ;'_ � 1 'I + � PLAN (SWPPP) AND /OR WATERPOLLUTION CONTROL PLAN (WPCP) FOR CONSTRUCTION LEVEL BM AND FOR PERMANENT POST CONSTRUCTION TREATMENT CONTROL PERMANENT BMP'S, THE WATER W Lv \, FIROP RT� � I , + � ) i � / 1 � � i 1 LINE � � Z �1�. FR � � � r QUALITY TECHNICAL REPORT (WQTR) IF APPLICABLE. �f �l � �� q -� ". "tIDE C- i SC 5 2. FOR STORM DRAIN INLETS, PROVIDE A GRAVEL BAG SILT BASIN IMMEDIATELY UPSTREAM OF INLET 0 x Z �� CONC + i I SEA.W 1 / - MATERIAL AND WASTE MANAGEMENT AREAS SHALL BE AS INDICATED ON DETAILS. V) U n i_L_ u; �� CEA N i 'fl I I �, 2 i ( I TARP COVERED W/ PERIMETER CONTROLS (WATTLES, ETC.) TO PREVENT STORM WATER POLLUTION. 3. FOR INLETS LOCATED AT SUMPS ADJACENT TO TOP OF SLOPES THE CONTRACTOR SHALL ENSURE x THAT WATER DRAINING TO THE SUMP IS DIRECTED INTO THE INLET AND THAT A MINIMUM OF 1.00' FREEBOARD EXISTS AND IS MAINTAINED ABOVE THE TOP OF THE INLET. IF FREEBOARD IS NOT 30 25. EASEM P11ACd FIRER POLLS LRIOS16N PROVIDED BY GRADING SHOWN ON THESE PLANS, THE CONTRACTOR SHALL PROVIDE IT VIA TEMPORARY MEASURES, I.E. GRAVEL BAGS OR DIKES. A \ -� WIDTH ,l \� \ 7411 Access I CONTROL AN S A NECESSARY, ) B M P LEGEND 4. THE CONTRACTOR OR QUALIFIED PERSON SHALL BE RESPONSIBLE FOR CLEANUP OF SILT AND MUD e \ �� IC �A1E ` ~ j I FINAL TINS AL TION MAY BE ADJUSTED DPLU659 BROW DITCH 3 \ U6 :� - A I I B ED; ON FIELD RECOMMENDATIONS ON ADJACENT STREETS) AND STORM DRAIN SYSTEM DUE TO CONSTRUCTION ACTIVITY. - } Z \ _ `� '`' 0 ` POB ` I BY,( PROJECT ENGINEER. DIRECTION OF LOT DRAINAGE - -� 5. THE CONTRACTOR OR QUALIFIED PERSON SHALL CHECK AND MAINTAIN ALL LINED AND UNLINED F- � U BEACH 35 - -_ __ 1 EROSION CONTROL MEASURES TO MATE�j1A1 WASTE MANAGEMENT CONTROL BMP'R DITCHES AFTER EACH RAINFALL Q < W Z \ ' BE MAINTAINED IN WORKING _& n W 6 CONDITION FOR DURATION OF WM -1 MATERIAL DELIVERY & STORAGE 6. THE CONTRACTOR SHALL REMOVE SILT AND DEBRIS AFTER EACH MAJOR RAINFALL. O 1 APPROX. LOCATION OF PROJECT \ x6`' x g 8" DIA. FIBER ROLL, M -4 SPILL PREVENTION AND CONTROL 7. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES U) rr W MEAN HIGH TIDE LINE, x aw Tw X EMBEDMENT SHALL BE 2" DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT Q O- l AS PER ASSESSOR'S PARCEL SOUTHERLY PR PERTY LINE ' °'` Q MIN. AND 4" (MAX.), (MAX ® 858 -860 NEPTUNE AVE. LOTION OF EXISTING g S M -8 CONCRETE WASTE MANAGEMENT NVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. Z W> Ld MAP 1859 -SOUTH COAST PARK NO. 2, x5k lnP'� /0 \ SEE COPY ON SHEET 7 SEAWALL, TOP OF WALL (TW 0 EL. 30.54' MSL �`(((( 1111111 M -5 SOLID WASTE MANAGEMENT 8. THE CONTRACTOR SHALL RESTORE ALL EROSION /SEDIMENT CONTROL DEVICES TO WORKING ORDER U W Q ABBREVIATIONS. TO EL. 30.42' MSL 2 `�� ��� FLOW WM -9 SANITARY WASTE MANAGEMENT TO THE SATISFACTION OF THE CITY ENGINEER OR RESIDENT ENGINEER AFTER EACH RUN -OFF I W \ PRODUCING RAINFALL. CENTER w �� %- //�� ��j\\ %//\�� TEMPORARY RUNOFF CONTROL BjI 9. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION /SEDIMENT CONTROL MEASURES AS MAY BE O W C.O. - CLEAN ��. REQUIRED BY THE RESIDENT ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN O N E.W. -EACH WAY o SC -1 SILT FENCE SF SF CIRCUMSTANCES, WHICH MAY ARISE. J W 0) :T (E), (N) - EXISTING, NEW 3 4 "x3/4" WOOD STAKES SC -5 FIBER ROLL FR FR 10. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO C9 Z Q N.I.C. -NOT IN CONTRACT ® 4' -0" C.C. (MAX.), (TYP.) PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS Of LL- = N- P.T.D.F. - PRESSURE TREATED SC -6 GRAVEL BAGS CO CONDITION. O Z DOUGLAS FIR NOTE: Q LL- U (L) W' T.O.G.B. -TOP OF GRADE BEAM - INSTALLATION OF FIBER ROLL IS PREFERRED SC -7 STREET SWEEPING AND VACUUMING, T.B.D. 11. ALL EROSION /SEDIMENT CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN 00 O T.O.W. -TOP OF WALL OPTION FOR EROSION CONTROL. SC -10 STORM DRAIN INLET PROTECTION, T.B.D. SHALL BE INCORPORATED HEREON. ALL EROSION /SEDIMENT CONTROL FOR INTERIM CONDITIONS SHALL T. & B. -TOP AND BOTTOM - EROSION CONTROL MEASURES SHALL BE BE DONE TO THE SATISFACTION OF THE RESIDENT ENGINEER. W J 00 Q U.N.O. - UNLESS NOTED OTHERWISE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. /�/ L.L,- M W 00 U V.I.F. - VERIFY IN FIELD - FINAL LOCATION AS DIRECTED BY GEOTECHNICAL LOW IMPACT DEVELOPMENT BMP's: 12. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE B.O.W. - BOTTOM OF WALL CONSULTANT IN FIELD. SLOPE AT THE CONCLUSION OF EACH WORKING DAY. FILE no. 0 5' 10' 20' 40' G.B.W. -GRADE BELOW OF WALL LID 2.2.1 CONSERVATION OF NATURAL DRAINAGES, WELL DRAINED SOILS AND SIGNIFICANT VEGETATION 13. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH DATE T.O.C. -TOP OF CONCRETE T.O.G. -TOP OF GRADE SECTION -FIBER ROLL LID 2.2.2 MINIMIZE DISTURBANCES TO NATURAL DRAINAGES WORKING DAY WHEN RAIN IS IMMINENT. G3 -04-11 SCALE: 1 " =10' E.F. -EACH FACE SCALE: 1"=V-10" 8 LID 2.2, MIINIMIZE AND DISCONNECT IMPERVIOUS SURFACES 14. THE CONTRACTOR SHALL ONLY GRADE, INCLUDING CLEARING AND GRUBBING FOR THE AREAS FOR PROJECT r1 -0n POB -POINT OF BEGINNING WHICH THE CONTRACTOR OR QUALIFIED PERSON CAN PROVIDE EROSION /SEDIMENT CONTROL DWG. No. Sonnie Res -02 (PUBLIC LATERAL ACCESS EASEMENT) LID 2.2. MINIMIZE SOIL COMPACTION MEASURES. REVISION 0 ALL NEW DWG. 11 -17 -17 STAGING EROSION C 0 NTR 0 L AND STORM WATER POLLUTION P R EVE NTI 0 N PLAN 1 15. THE CONTRACTOR SHALL ARRANGE FOR WEEKLY MEETINGS DURING OCTOBER 1ST TO APRIL 30TH REVISION d 08 -03-18 REVISION 0 1" 2" 3" FOR PROJECT TEAM (GENERAL CONTRACTOR, QUALIFIED PERSON, EROSION CONTROL SUBCONTRACTOR " SCALE: 1 =10' 8 IF ANY, ENGINEER OF WORK, OWNER /DEVELOPER AND THE RESIDENT ENGINEER) TO EVALUATE THE REVISION ORIGINAL DRAWING MEASURE ADEQUACY OF THE EROSION /SEDIMENT CONTROL MEASURES AND OTHER RELATED CONSTRUCTION DESIGNED BY: RH ACTIVITIES. CHECKED 8Y: RDM HANGE ND, DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNS sY: DRAWN BY, I CHECKED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. R Arn- go CT POINT NO. 1024 PER RECOf D DESCRIPTION: OF SURVEY NO. 18416, 2.5 LOCATION: 1RASS DISKf, STAMPED 134WCCS1 LOCATED AT INTERSECTION OF LEUCADIA INT, DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 02 -23 -11 REC❑ MENDED: 94Zj f_ - _---- �""� JES OWENS GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPERTY 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 13879 -G UBLIC WORK ,1/,q EN IN E N f E DATE' PLANNING BLVD. AND ORPHEUS AVE. ''\\ �'fkU R,C,E, NO.: 554 APN: 254 - 311 -05 REVIEWER RECORD FROM: C.S.D. VERTICAL CONTROL ELEV,: 178.543(NAVD88) DATUM: U.S.C. &G.S. _ 3 ROBERT D, MAHONY, E., G.E, EXP,: 06 -30 -19 IZ.�t.-IX8 DATE DATE COASTAL COMMISSION PERMIT APPLICATION NO: 6 -14 -0559 T GINEER DATE INSPECTOR SHEET 8 OF ID t� HYDROSEED I N6 SPECI F ICATIONS H Y D R O S E E D M I X HYDROSEED NOTES: z 1. SUPERVISION: ALL HYDROSEEDING 15 SUBJECT TO APPROVAL BY THE LANDSCAPE ARC 41TEGT OR HIS REPRESENTATIVE, AND THEY SHALL, IF NECESSARY, BE RELOCATED AS 5CIEN717I17-I0 OR PRODUCT NAME COMMON NAME RATE P-5 11-55JACRE PL5/LB. SEED5/L5. 1. %PL.S. = % PURITY TIMES % GERMINATION OF SEED. THIS INDICATES THE ca t \ - DIRECTED AS PART OF THE CONTRACT. THE LANDSCAPE ARCHITECT OR HIS A51RONIA VILLOSA SAND VERBENA I LB. 2,415 I5p00 MINIMUM PERCENTAGE OF PURITY OF THE SEED TO BE PROVIDED. \. � � Z � cu REPRESENTATIVE SHALL SUPERVISE THE H�1'DR05EEDIN6. AN�ROrIA GHAMI550NI5 BEACH BUR 4 LBS. 20,000 40000 2. THE SEED COMPANY SHHALL APPLY ALL SEED WITHIN ONE YEAR OF N O m Qj 2. HYDROS APPLICATION: A SLURRY OF FERTILI ARTEMISIA CALIFORNIA COASTAL SAGEBRUSH 5 LO5. 1,054,280 5,5001000 ZER, SEED, AND WOOD PULP OR FIBER COLLECTION. �j \ F_ C) v I GAMISSONIA CHEIRANTHIFOLIA SSP. SU rMnIC+OSA SUN CUP (BEACH EVENING PRIMOSE) 1/2 LO. 210 -10,000 4 SHALL BE AGITATED TO PROVIDE A UNIFORM MIX. THE OPERATOR SHALL SPRAY THE AREA pgOp00 5. WITH A COMPLETE UNIFORM V1515LE GOAT USING THE COLOR OF THE CELLULO5E FIBER AS A GOREOPSIS MARITIMA SAN DIEGO SEA DAHLIA 1/2 LB. 250,000 450,000 HYDR05EEDIN6 WILL BE M05T EASILY ESTABLISHED IF APPLIED BETNEEN 93.8`1 ` 17-' vi � VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION (EXCEPT GORETHIROG,YNE FILANH6INIFOLIA 55P. LINIF�IA DEL MAR MESA SAND ASTER I/2 LO. 25800 g40p00 OCTOBER IS AND JANUARY 15. ON SLOPES WELL ABOVE THE OPERATOR) VIA A FAN STREAM NOZZLE. THE MATERIALS ENCELIA CALIFORNIA CALIFORNIA ENCELIA 8 LBS. 46.045 2gOp00 4. ADDITIONAL RATES OF MULCH AND BINDER HAVE BEEN 5?EGIFIED TO BE \ a u Z °D z SHOULD BE UNIFORMLY IMPREGNATED WITH SEED AND SHALL ALLOW PENETRATION OF ERIOGONUM FASCICULATUM CALIFORNIA BUCKWHEAT 10 1_135. 45,000 450.000 ADEWATE FOR THE STEEPNESS OF SLOPE. _ i - '- o L' c RAINFALL AND PERCOLATION OF MOISTURE INTO THE UNDERLYING 501E LASTHENIA CALIFORNIA DWARF 60LDFIEL.DS 1 -1/2 LBS. (,?50,000 3�SOp00 �') / `0 U cu vi s LASTHENIA G1.ABRA 60LDFIEL 25 THE HYDROMRULGHING SLURRY COMPONENTS SHALL HOT BE LEFT IN THE HYDROMULGH 1 -1/2 LBS. 1,404,000 1,800,000 S. CONTRACTOR 15 ADVISED THAT THE ACTUAL AREA (ON SLOPE) FOR THIS 93,77 / --9A.- / \ ¢ m O u L LUPIMUS BICOLOR PYGMY- LEAFED LUPINE 5 L65. 85,000 i15p00 MACHINE FOR MORE THAN TWO HOURS IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN MIMULUS PUNIGEUS MONKEY FLOWER i -I/2 LJ35. 158,400 1 200,000 TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY �/� PROJECT 15 APPROXIMATELY 141% LARGER THAN THE AREA 5HHOWrI IN THE „/�'j _ -_ -v PLAN VIEW. SEED, MULCH AND BINDER AND FERTILIZER AMOUNTS SHALL / -_ ' ' - /' ' / PAVING i \ / 4' " Z y rn o SPECIFIED SERA MIX TO ANY SLURRY MIX WHICH HA5 NOT BEEN APPLIED WITHIN THE TYrO BiNDER AZTECTM OR APPROVED EQUAL 225 LEIS. HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD T5% MORE OF THE ORIGINAL SEED MIX COMMENSURATE WITH THIS ACTUAL SLOPE AREA, -°' • (NOT THE PLANIMETRIG AREA) / Q 1 54 \ / i 93.47 94.37 \ H H \ LLI W -J w 0 > FERTILIZER TRIG b -2-4 500 L55. TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANYF MIXTURE WHICH HAS NOT BEEN APPLIED WITHIN 8 HOURS OF MIXING SHALL BE REJECTED NIS. AND MULCH VIRGIN WOOD FIBER 5000 LOS. / 5 / l 1 ` \\ 1 Z 3 v DISP05ED OF OFF -SITE AT CONTRACTORS EXPENSE. YUCCA EXTRACT 6 GAL5. ' 94,55 t c Z x z SUPERT'HRIVET° 2 OZJIO0 6AL5 OF HYPR05EED SLURRY 236.0 �� CONC \ \\ ' \ W z °x 5. SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT THE SLURRY FROM ADD GYPSUM OR FLOWABLE GYPSUM TO THE MIX AND CONFIRM BEFORE APPLICATION 1800 LBS. BEING SPRAYED ONTO ANY ADJACENT PLANTERS, PROPERTY, OR ONTO WALK5 OR WALL5. MYGORRHIZAL INOGUWM, 6LOMI5 INTRARADIGES 40 OZ. / �- CoNc - ' / 1 \ H ` 94,60 ` H 0 0_ ANY SLURRY SPRAYED ONTO THESE AREAS SHOULD BE GLEANED OFF BY THE CONTRACTOR. s �94.fi4 O 27 E / A\\ \Am 93.64 1 ,\ 9kI8 4. GERMINATION STAGE IRRIGATION: WITHIN 12 HOURS AFTER HYDROM JLGHINS THE PLANTING AREAS, THE WATERING 51501JENGE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON 94.31 14.17' - / ' s4.3e C10 1 ' \ \ LANG, ENOUGH TO MOISTEN THE SOIL THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH, TAKING, CARE NOT TO SUPER SATURATE OR WASH AWAY THE 5LU�Y AND SEED. THE 16 ERL D.P. \ if / �j \ \\ 1 I - -� 9428 DIRT \ t 1} t g Z CONTRACTOR WILL REPAIR ALL SERA K46HHINS OR EROSION. A LIGHT, FREQUENT IRRIGATION j 24 RNA, GAL. I GAL. ( T j� ° -- - -- ( �� ) I 93,42 \ t \ O O El 5EQUENGE SHOULD CONTINUE UNTIL THE SEEDLINGS HAVE GROM BEYOND THE GERMINATION J 5 GAL. /l \ \ \ I. B19� ` \ \ \ Z U S TAGE. THE GERMINATION STAGE MULL RANGE FROM 45 TO 60 DAYS. tiro, J \\ \` ` �\ ��., I / s + 94.55 \ \ \t J W iiiiiiiiiii \ \\ 5. PREPLANTIN6 FERTILIZER MAY BE APPLIED WITH THE HYDR05EED. FERTILIZER SHALL BE \ \ \ AN ORGANIC, PELLETED OR CHIP TYPE, UNIFORM IN C2 PMTIOK FREE- FLOV06, SUITABLE / \ \ M \ t' t 88 1 s � \\ } LLJ N Z \tHisS�yN� ) FOR APPLICATION WITH APPROVED EMIPMBdT, AND DELIVERED TO TIE SITE IN UNOPl51ED GI G . 1 . t LM3T -t \ \ `. 1� �\ `, \ \ / \ \ 9 \AB No. 1859 1Rk961�- X11-ft CONC t , O N IbAI ORIGINAL CONTAINER5, EACH BEARING, THE MANUFACTURERS STATEMENT OF GUARANTEED M4UC \ \ \ \ ANALYSIS. FERTILIZERS SHALL BE AT RATES RECOMMENDED AGRICULTURAL \ \ \ \. \�\ \ 1 GI \ DI Gti j41r1-P l�il Ig11E \ \\ / \ W O BY SUITABILITY \ \ `\ `\ `� `\ g \ �1 \ �� SOIL TESTING, RESULTS OR THE LANDSCAPE ARCHITECT. \ \ \\ \ \� \\ \ \ \h 94.44 94.38 1 \ \ \ \ \ \ \\ \ \ RA b. GUARANTEE: ALL HYDROSEEDIN6 SHALL BE GUARANTEED BY THE CONTRACTOR AS TO \\ CI E M _ \R i } \ RI + 94.06 96.57 \ �A8 \ „...._y GROWTH AND HEALTH FOR A PERIOD OF THIRTY t'50) DAYS AFTER FINAL ACCEPTANCE BY 1 \ \ \ \ \ t \ � E t t GH r 4. 94.64 THE LANDSCAPE ARCHITECT. AREAS THAT FAIL TO GROW SHALL BE RED UPON \ t\ \ \ \\ \ CG \ \ - L D 8 73 DIRECTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR 15 SUBJECT TO A SIXTY (601 / \ \ \ OI Gh _u� t E € �l }1 y �oF DAY MAINTENANCE PERIOD OF THE RESEEDED AREAS. I I I \ RG GI I , A 37 `,, al �, �, 4 �\ t E } t �R� y RI t GI \ , 26 RM. INT. 5 GAL. 3 GONC 4.65 �- a r \9AEEDt �j�� E y 94.67 _ AG \ t w \ \ \\ 1 t 8 `� '� 18 1R ERE. As 5 GAL. 26 d1 /" J - 0 °✓O ■ m 1 1 E t 1 E 'RL � q- -Iq 111 - U~ ) it 1 ( / r , t cc, DD OVER VIM 9� 4.4 5 ' 1 i ti c RARE r t G i i ' i i ' 16 3Q„ N O R T H Ca A DVID REED I GAL ,`' R\ k 5 .74 1\I I I ' `\\ F ; e � 96.42 LANDSCAPE _1. } H 1 �/,// �',i H 1 o c\ hT y\ y ` \\ i i 1 1 \\ 1 22 4V \ 24.63 1 ARCHITECTS Q ,•// ` G � \ 1 'Z! \ \ \' Ab1 \ v4,81 4.73 Q 5 10 20 7 Z 1 E 1 ; ' \ \\ \ \ \ '� j IMF , ( + of G1 IAG tyG � AVENUE / 1 t � 1 1_ G y P t pi I . 'A 'TOPSOIL SAN DIEGO, U NIT 92003 °. -- H 1 y i 8%0 \ \\ \ cM } ( E / NOTE: CONTRACTOR TO USE 18 OF GLASS TO FILL INSIDE EXISTING GRAVEL FIELD. INSTALL IN 4 LIFTS AND WASH INTO GRAVEL THOROUGHLY. AFTER THIS FILL HAS B�1 (619)239-3300 . www.dmsla.com '' (( ul G Hi AetH / A i �M 1 Hu I \u i / /( E ; / / ,/ J / PLACED, CONTRACTOR SHALL SPREAD (AND COMPACT TO 85% RELATIVE DENSITY) NO COMPACTION TE5TIN6 15 REQUIRED 18 MORE OF TOPSOIL TO MAKE THE FIN15H GRADE. GET _ SCALE: 1 -10 -0 z i \ / RF IG GIl G \t / ! ,� ' 516N OFF FROM 6EO TECHNICAL ENGINEER // )� V / cm \\ jr � BEACH H 1 H E E i 98.9ES�/� // I! j 8' E Il l / / NOTE: 1 t r(20. � /' . I i ' ! i 1 / ! iy.68 A6 1 Ag GI Z� T i 1{ 1 i 1 t i I I I I i t e° FOR COASTAL DEVELOPMENT PERMIT -FINAL LANDSCAPE PLANS NOTE SEE SHEET 6. Q i I t t \' '`\ H ,/ Of/ IOI ENC CAL i 1 1� 1 E y HH j \\ t \i y I I ( > i pCG[� f 18 TOP501L (CLAY/LOAM OR 4o r PERMIT APPLICATION NO.: 6 -14 -0559, DATED JUNE 21, 2016 \ O I 1 ° / AL. i II ti \ 1 1 CON \ 1 AS APPROVED BY ENGINEER) L� Z '�1 W l I I\ t r AX. rti i I 2 \l t� 8.08 IH SEAWALL \i If 1 i V N i f i I t 1 1 i i I ' l t Hy 8. H ��\ ! I t HH ii 1 HI 'I H ' \`\\ FINISH SLOPE PER P� I- LJ� TI N�? PLAN �% \ y }1 ty /� 99.52 ! 1 12.1` / T ; Hy - 3.08 �� l EN 5 PL ENGR5 PLANS SCALE: I' =10' -0' ` Q \\ - \\ \\ 7i,A ° \\ \ \� NOTES: �o THE NATIVE NON- IRRI&ATEA HYDROSEED MIX SHALL BE APPLIED TO THE EXISTING, W SHADE CLOTH MOUNTED SLOPE BETMI£EN OCTOBER 15 AND JANUARY 15 TO PROMOTE NATURAL �`� FIELD TOP Sw011 ON T- STAKES o 5'-b' O.G. TOP U) GERMINATION AND EARLY GROWTH OF THE PLANTINC75 WITHIN THE MONTHS WITH MORE PREGIPTATION. 1 TI VE A PLANTS INfLO GRAVEL FIB o INSTALL o 101 O.G. (PLAN �II ION-CONTOUR' Q CONTAINER PER NOTE ABOVE V 5V �� II�� z - PRIOR TO LANDSCAPE CONSTRUCTION, CONTRACTOR SHALL MEET ON-SITE WITH LANDSCAPE I�IIII THE ARCHITECT TO REVIEW THE 51T'E A55R. SIZE QTY. SCIENTIFIC NAME COMMON NAME _ICI J C) CONDITIONS, AS GRADED SOIL5, 5UCCE55 CRITERIA AND OTHER ART, GAL. REQUIREMENTS OF THE PROJECT. I GAL. 24 ARTEMISIA GALIFORNIGA CALIFORNIA 5Ab1 5F1 ANGLE-5 ° -10° Ilk�i�Tl 1 11 111= Q Lt I n Z LLJ AiR ERE. 5 GAL. 18 ATRIPi EX L. BREYERI' BREN H2 SALTH3USHH I �1� I _R I tom, , -IIF GAM. G.S. I GAL. MAX. 52 GAMI550NIA GFEIRANfiiIFOLIA SUN CUP, BEACH EVENING ESP. SUFFRUlTIG05A _. I��I!! Ii��ll 0 Hz W AS A FIRST ITEM OF WORK CONTRACTOR SHALL PROVIDE THE GEE. 150. LAND��GAPE ARCHITECT WITH A COMPOSITE SOIL SAMPLE, COLLECTED -PRIMROSE H GAL MAX. 45 150MERI5 BLAMER POD II I l�l�i Q o Z soi PROFILE E (III W W AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, OF ROUGHLY EQUAL GOR MAR 1 GAL. MAX. 58 GOR£OPStS MARITIMA SEA DAH� IA G I -II U > > AMOUNTS, FROM A MINIMUM OF b LOCATIONS ON THE PROJECT SITE. SOIL V4. GAL. SAMPLE WILL BE PROCESSED BY THE LANDSCAPE ARCHITECT. ACTUAL ERI. D.P. I GAL. MAX. 101 ENCELIA CALIFORNIGA CALIFORNIA ENCELIA 1 GAL. Ib ERI060NWM DANA POINT DANA POINT BUCKWHEAT �I�IF Q I I II II�IIF�1k�l UJ w Q 501E AMENDMENTS WILL BE BASED ON THE RESULTS, OF THE LAB TEST OF THIS SAMPLE. THE AMENDMENT SPECIFICATIONS HAVE BEEN (ALT) ERI. B.D. I GAL. ERI060NUM FASGIGULATUM PROSTRATE CALIFORNIA BRUCE DICKINSON' (ALTERNATE.) - HUGKNWEAT � �IkIk� F N�III I II I I�� O N CONSTRUED 50 AS TO COVER MOST CONTINGENCIES FOR AMENDMENT, THEREBY ELIMINATING THE POSSIBILITY OF A GRANGE IN COST. PHA CAL. 5 GAL. 24 RHiAMNUS GALIPORNIGA CALIFORNIA GOFFEEBERRY NATIVE ` EXIST. FINISH GRADE I _ t_ W ® RHU. INT. 5 GAL. 26 RHOS INTE&RIFOLIA LEMONADE BERRY ON SLOPE. I�1 I�10' J N 0) - . ~r I IC- �I C7 W Z I MULCH IN BASIN > ry a FLJ4NTIN6 NOTES -- I Ib�1� 6" BERM AROUND * I� I III LL T O Z I. ALL VEGETATION PLANTED ON THE SITE SHALL CONSIST OF NATIVE, DROUGHT T AIL PLANT MATERIAL SHALL BE 5UBJEGT TO THE APPROVAL OF THE B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH PLANTiNkS BASIN TO I�I� COMPACTED EARTH. III ICI IIF I�IIk�IC� III 11�I�I Ilk Q LL U (D Of 00 O TOLERANT SPECIES, NON INVASIVE PLANTS. ALL HYDROSEEDIN6 ON THE LANDSCAPE ARCHITECT AND REPLACED UPON RE6TUE5T BEFORE OR AFTER THE APPROX. I:I.4 SLOB GON515T5 OF SPECIES NATIVE TO THE SAN DIEGO COUNTY PLANTING. 5ARVON' "' PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING. ALL PLANTS SHALL BE WATERED THOROUGHLY WITH PLANT TABS, �IL�II PER NOTES I I I i � COASTAL BL FF5. SUPERTHRIVE' WITHIN 2 HOURS OF PLANTING. i I >. T IaI��I II�I�k L��L//� 00 J 8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL SHRUBS I (� I «?; < : '- I I I I i b I 2. ALL PLANTING SHALL EE COMPLETED NUTHIN 60 DAYS OF THE CONSTRUCTION PRIOR TO PLANTING. 15. ALL PLANTS I- GALLON SIZE OR LARGER SHALL RECEIVE A6RIFORM 21 I "'`'` I I I Ik�I�IkHII�IC�I�ik L.i. W 00 U OF THE BLUFF. 01. 1 GAL. SHRUB PITS SHALL BE -GRAM 20 -10 -5 FERTILIZER TABLETS AT THE FOLLOWING RATES: (-111 I - �,._;n. ^'`^.:::iye;v;:'� ^:F . ^a^n.ti,.._ I I _.. ; fi:? -;' ; �I� - - PREPARED BACI<FILL -,- WA KALL 1�1 I I' FILE NO. TWO TIMES ROOTBALL DIAMETER WIDE AND 1 -1/2 I I - PER SPECS. VIE ORGANIC 5. ALL REQUIRED PLANTINGS WILL BE MAINTAINED IN 6000 6ROMN6 CONDITION TIMES CONTAINER DEPTH. THROUGHOUT THE LIFE OF THE PROJECT, AND, WHENEVER NECESSARY, SHALL BE 1- GALLON: ONE.,, TWO HER 5- GALLON; PLACE TABLETS AT HALF THE DEPTH OF THE IE PLANTING PIT AND I" FROM ROOTBALL. 1 , I ICI (�'"�"I �� 501E AMENDMENT, 4/5 EXIST. �I�IF C III DATE 03 -04 -11 REPLACED WITH NEW EQUIVALENT PLANT MATERIALS TO ENSURE CONTINIED 10. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING. ICI SOIL, PLUS CORRECTIVE5 X15. PROJECT 11 -01t COMPLIANCE WITH LANDSCAPE PLANS. 14. ALL PLANTS PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS MIN. 2x DIAM PER PLANTING NOTE DWG. N0. Son °i° Res -07 Ii. NITROLIZED ORGANIC AMENDMENT SHALL BE WILBUR -ELLIS WIL- GPO'"' 501L SCORED WITH A SHARP TOOL TO A DEPTH � I" IN TfiR♦� LON6ITHJDINAL INCISIONS OF ROOTBALL. 4. SINCE THE HYDR05EM MIX 15 NATIVE, IRRIGATION SHALL BE APPLIED ONLY AS AMENDMENT, LOAMEX", OR APPROVED EQUAL. AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN . REVISION NECESSARY TO PROMOTE THE GERMINATION AND EARLY 6ROWTH OF THE PLANTING HOLE, 05 -10 -13 PLANTINGS, AND THEREAFTER FOR UP TO 26 MONTHS AFTER SEEDING, ONLY AS 12. A, PLANTING BAGKFILL MIX FOR ALL CONTAINER PLANTS SHALL CON515T OF REVISION Q REQUIRED TO MAINTAIN THE PLANTINGS IN A HEALTHY CONDITION AH, NITROLIZED ORGANIC AMENDMENT AND 4/5 EXISTING 501L PLUS 2 LB5. PER GU. YD. OF SOIL SULFUR, 1/2 LES. OF IRON SULFATE, 4 LEE. OF` TRIG ORGANIC 15. ALL SHRUB BASINS (ONLY) SHALL 13E COVERED WITH A I" DEEP LATER OF A TEMPORARY AI NDSCREEN FOR os -zs -ls REVISION a 5. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE AS 15. FERTILIZER 6-2-4 PER CUBIC YARD. IN ADDITION APPLY Uz L85. OF TRIG MYGO 6. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT DRENCH FOR THE TOTAL OF BACKFILL OR PER MFSR'S SPECIFICATIONS. HIGH QUALITY MULCH (BAGGED PRODUCT). ALL BARK TO BE NITROLIZED WITH 5% NITROGEN. /� p NATIVE P J4NTI NG N SLOPE �1�� Ib. A LANDSCAPE MAINTENANCE PERIOD OF I YEAR SHALL )� GON5IDERED PART �� //J P m `���� 11 -17-17 RE N OB -03 -18 DESIGNED BY: SCALE: V8' =I' -0' RH LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE OF THIS CONTRACT. PLEASE BID AS A SEPARATE ITEM. ///J CHECKED BY: ROM ARGHITEGT CHANGE ND. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY' CHECKED BY' ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RDM I RH I RDM POINT NO. 1024 PER RECOf D DESCRIPTION' OF SURVEY N0. 18416, 2.5 LOCATION: BRASS DISK, STAMPED 134wCCS1 LOCATED AT INTERSECTION OF LEUCADIA I( INT, DATE PLANS PREPARED UNDER SUPERVISION (IF DATE' 05 -10 -18 REC❑ MENDED( V - -- I� JESS ❑WENS GRADING PLAN FUR' REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPERTY 858 -860 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 13879 •C7 UBLICWORK ENGIN 'S A E DATE PLANNING BLVD. AND ORPHEUS AVE. RECORD FROM' C.S.D. VERTICAL CONTROL ELEV,' 178.543(NAVD88) DATUM' U.S.C. &G.S. 0' D A V I RL R.L.A.. NO,. 554 EXP,: 09 -30 -19 IZ rolhB DATE DATE APN: 254 - 311 -05 COASTAL COMMISSION PERMIT APPLICATION NO' 6 -14 -0559 REVIEWER E R DATE INSPECTOR SHEET 9 OF'�IO 1` 0 5' 10' 20' 40 SCALE: 1"=10' SEAWALL ELEVATION— REPAIR SCALE: 1 " =10' G� HOLE 6' -0" (MIN.) DEEP, BAR SIZE Vc - 3.0 ksi TIMBER LAGGING f �' X _j 4x12 TO 6' HIGH THEN #5 28" 3x12 P.T.D.F. 8' -0"± #6 34" LONG SPAN AND UP TO #7 62" 18' -0" HIGH, LAGGING N 6x6 HORIZ. #8 71° TO BE INSTALLED TOP BRACE #11 12" DOWN AND SECURED TO EXTEND W12x26 18 -1 /4" #18 WF POSTS, INSTALL 6x6 DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/15/19 1 R.C.E. NO.: 16459 V� ROBERT D. MAHONY, P E. G.E:P 6/30!21 HORIZONTAL BRACE, AS NECESSARY, GRADING PLANS FOR: REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPETY 858!860 NEPTUNE AVENUE, ENCINITAS, CA 92024 APN: 254- 311 -05 COASTAL COMMISSION PERMIT APPLICATION NO: 6 -14 -0559 138LOCATED SHORING TO BE REMOVED BEYOND 20' -0" (TYP.) AFTER CONCLUSION OF WF LONG BEAM PUBLIC WORKS ° CONSTRUCTION NG N E AME DATE N TEMPORARY SHORING, E I 6x6 KICKER PLATE @ 45° ro TO W12x26 POST, EMBED f VERTICAL POST IN 18' DIA. REVIEWER HOLE 3' -0" (MIN.) INTO BEDROCK, III ( TO BE REMOVED AFTER INSPECTOR CONCLUSION QF , III SHEET CONSTRUCTION III � BEACH III I o III II �z I L rl ) ,-I III III z o L I III III n' ' I } o III ,III � 10' -0 "t 0 5' 10' 15' 20' SCALE: 1/4=l'-O" SECTION— TEMPORARY SHORING SCALE: 1/4"=V-O" (E) SLOPE 1:1 f (H:V) STEEPER AT BEACH TOE OF TERRACE DEPOSITS/ SANDSTONE SLOPE 7'-6"± \ ±I 6 , o I 0 A N TEMPORARY SHORING, 6x6 KICKER PLATE @ 45° TO W12x26 POST, EMBED E VERTICAL POST IN 18" DIA. \ / HOLE 3' -0" (MIN.) INTO BEDROCK, TO BE REMOVED AFTER EXCAVA IN FRONT OF SEAWALL CONCLUSION OF TO ALLOW RQR PROPOSED WORK, CONSTRUCTION STOCKPILE AK5,MOVE BACK (E) SEAWALL PROPOSED WORK AT AND BELOW TO REACH BEDROCK /SANTIAGO FORMATION N) TEMPORARY SHORING, W12x26 POSTS 1N 18" DI HOLE 6' -0 " (MIN.) DEEP, TIMBER LAGGING 4x12 TO 6' HIGH THEN 3x12 P.T.D.F. 8' -0 "t LONG SPAN AND UP TO 18' -0" HIGH, LAGGING TO BE INSTALLED TOP DOWN AND SECURED TO WF POSTS, INSTALL 6x6 HORIZONTAL BRACE, SHORING TO BE REMOVED AFTER CONCLUSION OF CONSTRUCTION z LL 6" (MIN.) INTO CONCRETE, USE )XY GROUT ) SEAWALL, GONG. CING SUPPORTED 36" DIA, PIERS ER CTE 2002) 0 5' 10' 15' 20' SCALE: 1/4"-l'-O" PLAN TEMPORARY SHORING 2 SCALE: 1/4"=l'-O" N TEMPORARY SHORING, W12x26 POSTS 1N 18" DIA. HOLE 6' -0" (MIN.) DEEP, TIMBER LAGGING 4x12 TO 6' HIGH THEN 3x12 P.T.D.F. 8' -0 "± LONG SPAN AND UP TO 18' -0" HIGH, LAGGING TO BE INSTALLED TOP DOWN AND SECURED TO WF POSTS, INSTALL 6x6 HORIZONTAL BRACE, SHORING TO BE REMOVED AFTER CONCLUSION OF CONSTRUCTION (N) 6x6 HORIZ. BRACE EXTEND W12x26 AS NECESSARY, BEYOND 20' -0" WF LONG BEAM oe �QQQ' _ BEACH P I�� - -- 0 M I C� - -- L--- ICI ca � L1li 1111111100 BY 36" DIA. PIERS (PER CTE 2002) 7 -6 f 0 5' 10' 15' 20' SCALE: 1/4"=l'-O" ELEVATION— TEMPORARY SHORING �E SCALE: 1/4"=V-0" (E) SEAWALL, CON FACING SUPPORTE1 BY 36" DIA. PIERS (PER CTE 2002) (E) #4 @ 6" C.C. E.W. REINF'T TO REMAIN INSTALL #5 DOWELS BAR SIZE Vc - 3.0 ksi f'c = 4.0 ksi f �' X 23° @ 12" C.C., DRILL #5 28" 24„ #6 34" 6" (MIN.) INTO (E) #7 62" 54" #8 71° CONCRETE, USE #11 12" #14 18 -1 /4" #18 EPDXY GROUT, DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/15/19 1 R.C.E. NO.: 16459 V� ROBERT D. MAHONY, P E. G.E:P 6/30!21 RECOMMENDED: APP OVED: JESSE OWENS � ED ARD J. WIMMER CITY EN NE R �j °� 2002A) DATE DATE GRADING PLANS FOR: REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPETY 858!860 NEPTUNE AVENUE, ENCINITAS, CA 92024 APN: 254- 311 -05 COASTAL COMMISSION PERMIT APPLICATION NO: 6 -14 -0559 138LOCATED rCHANGE (TYP.) PUBLIC WORKS ° (MIN.)/ NG N E AME DATE PLANNING E GRADE REVIEWER 3 � _ N IN ER DATE INSPECTOR SHEET �z 1 0 INSTALL TEMPORARY PLWD. SHORING AS REQ'D W J W ADD WALL DRAINS AS REQ'D, I J SPACING MIN. @ 8' -0" C.C. INSTALL 5 @ 6" C.C. HORIZ. w BARS IN (N) FACING. cn r W w INSTALL #5 @ 6" C.C. W/ S -0" LONG LAP VERT. 3' v BAR AT TOP INTO (E) REINF'T ( w Q FACING f'c =4,000 PSI USE CEMENT TYPE II - V PORTLAND CEMENT, 8 "t NORMAL WEIGHT CONCRETE 1' -011± OPTION 1 (TYP.) 0 1' 2' 3 4' 5' 6' 7' SCALE: 1 /2 "1 ' -0" SECTIONS —WALL REPAIR SCALE: 112"=V-0" MIN. DEVELOPMENT LENGTH IN INCHES (Ld): BAR SIZE Vc - 3.0 ksi f'c = 4.0 ksi #4 23° 19» #5 28" 24„ #6 34" 29" #7 62" 54" #8 71° 61" z 0 z 57 u No"T1111 u LAP LENGTH IN INCHES (1.30 Ld): BAR SIZE f'c = 3.0 ksi f'c = 4.0 ksi #4 30" 25" #5 37" 32" #6 44" 38" #7 81" 70" #8 92" 80" NOTES: - FOR LAP SPLICES USE CLASS "B" SPLICES, (LAP OF 1.30 Ld). - AT CONTRACTOR'S OPTION, HIGH STRENGTH COUPLERS MAY BE UTILIZED. (COUPLERS TO DEVELOP AT LEAST 125% SPECIFIED YIELD STRENGTH fy OF BAR) 4a, 2 -1/2 MIN. FBI m 0 J� R = 2d FOR #3, #4 8 #5 STANDARD REINS. HOOKS AND BENDS STANDARD BEND DIA. BAR SIZE DIA. (D) #3 2 -1/4" #4 3" #5 3 -3/4" #6 4 -1/2„ #7 5 -1/4" #8 6„ #9 9-1/2" #10 10 -3/4" #11 12" #14 18 -1 /4" #18 24» NOTES: - HOOK LENGTHS ARE MINIMUMS. LONGER HOOKS SHALL BE PROVIDED WHERE DETAILED ON DRAWINGS. - BAR STIRRUP AND TIE CONFIGURATION SHALL BE AS SHOWN ON DRAWINGS. 180° DESCRIPTION APPR VED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWIINO. RDM RH UM RSW _- fib. DESCRIPTION: POINT NO. 1024 PER RECORD OF LOCATION: SURVEY NO. 18416, 2.5 BRASS DISK STAMPED "134WCCS1 ' AT INTERSETION OF LEUCADIA BLVD. & ORPHEUS AVE RECORD FROM: C.S.D. VERTICAL CONTROL ELEVATION:178.543tNAVD88) DATUM: U.S.C. &G.S. (� I15 �q INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/15/19 1 R.C.E. NO.: 16459 V� ROBERT D. MAHONY, P E. G.E:P 6/30!21 RECOMMENDED: APP OVED: JESSE OWENS � ED ARD J. WIMMER CITY EN NE R �j °� 2002A) DATE DATE GRADING PLANS FOR: REPAIRS TO COASTAL BLUFF MR. RICH GILDERSLEEVE PROPETY 858!860 NEPTUNE AVENUE, ENCINITAS, CA 92024 APN: 254- 311 -05 COASTAL COMMISSION PERMIT APPLICATION NO: 6 -14 -0559 138LOCATED rCHANGE PUBLIC WORKS NA - NG N E AME DATE PLANNING REVIEWER 3 � _ N IN ER DATE INSPECTOR SHEET