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2013-11727 G (Plans)
REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO D❑ S❑ 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 'UPDATED GEOTECHNICAL EVALUATION- REPAIRS TO COASTAL BLUFF, 678 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA, PREPARED BY SOIL ENGINEERING CONSTRUCTION, INC., PROJECT NO, 07 -050, DATED OCTOBER, 2007, UPDATE LETTER DATED FEBRUARY 22, 2011, AND UPDATE LETTER DATED JANUARY 2, 2014, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN, ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION 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. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1 /2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5130 P,M, AND 7130 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS, 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION' MEETING HAS BEEN HELD DNSITE 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 OR 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, 11727 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES, HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL, UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE T❑ 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 EA 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 S❑ 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 GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE 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 ( SEC - -_) -(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. B. 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 (407). 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, & 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- APPRDV ED 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, SAN DIEGUITO WATER DISTRICT NOTES1 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 PROPOSED UTILITY CROSSING r1ITHIN 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 D❑ 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, CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK T L MM 'r -A7 -lq SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTION MONUMENT NO. O.C. 141. _j079 Z�lr,1147-S LOCATION; LOCATED ON EAST SIDE OF HWY 101, �� •n �j./ d ,� i 150' SOUTH OF THE CENTERLINE OF EL 7 RECORD FRDNPORTAL STREET IN THE CITY OF ENCINIT ELEVATION; EL. 66.453' DATUM; NAVD88 SCALE HORIZONTAL, AS SHOWN VERTICAL+ AS SHOWN COE GEOTECHNICAL 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 A. 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 T❑ 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 MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA 92024 OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITYY OF THE SITE. SIGNATURE h ( ��O^IzAb 4(oe^r DATE1 03 10911f JACK LAMPL AND SCOTT BASKIN SOILS ENGINEER'S CERTIFICATE I, '( 4 REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY D ING BUSINES IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL C NDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON ,1'�Lm _ _ _ _ _ _ _ _ _ _ _ _ _ AND FOR AN UPDATE ON ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN�)THE ADING PLANS AND SPECIFICATIONS. IvV/ t SIGNED N Lr RCE NO, / EXPIRES,; 06 -30 -15 JOB #:07 -050 SOIL ENGINEERING CONSTRUCTION, INC. 927 ARGUELLO STREET, REDWOOD CITY, CA 94063 (650) 367 -9595 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 RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON, THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR ❑MISSIONS 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 ERFORMED BY THE ENGINEER. SIGNATURE DATE; - 1 ROBERT D, ONY RCE NO. / EXPIRES 06 -30 -15 JOB #:07 -050 SOIL ENGINEERING CONSTRUCTION, INC. 927 ARGUELLO STREET, REDWOOD CITY, CA 94063 (650) 367 -9595 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES DATA ES SHOWN ON THESE PLANS STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5 H 1.0 V WERE ❑STAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE MAXIMUM VERTICAL DEPTH OF CUT = APPROX. 6' EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE KE MAXIMUM VERTICAL DEPTH OF FILL = APPROX. 6' ' 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 C.Y. FILL CUT = 150f = 185f C,Y. OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND IMPORT = C. C,Y, NOTIFICATION OF COMMENCEMENT OF WORK: A, SEWERS - CSD - (760)- 633 -2770 REMEDIAL = C.Y. REMOVAL AND RECOMPACTION UNDER AND B GAS & ELECTRIC - SDGE - (760)- 438 -6200 OUTSIDE OF BUILDING AREAS) U Z Z O a H P � U 1 Z) e7 le �0 H w V) �A O OW a U N VI 4 aW C7 x `- n N ° Z W C.) H 1 Z .a W m W Z c 0 0 Z W z = IL �°o J_ 1A` O V) 0 Z Z_ J � U _ W OW 0! Z 0 U Z W O U CD Nb`�". 16459 No. GE 554 cc XP. 06 -30 -1' OF � w Q= oN ZIX NO U LL TE 10. IRRIGATION SPECIFICATIONS 11. EXISTING CONDITION PLAN & PLANTING PLAN 12. PLANTING NOTES AND DETAILS 13. PLANTING SPECIFICATIONS BMP PROJECT STATUS ' V C. WATER - SAN DIEGUIT❑ WATER DISTRICT -1- 800 -227 -2600 W DWG. No PUBLIC WORKS D. TELEPHONE - SBC BELL - (760)- 489 -3411 d SAN DIEGUITO WATER DISTRICT SHEET INDEX: E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 O Cn 1. STANDARD COVER SHEET 2, CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 2. SITE PLAN - PROPOSED IMPROVEMENTS THIS PROJECT. PHONE, (760)- 633 -2770, J 3. PROFILE SECTION A -A' AND SLOPE REPAIR U QU 4. PROFILE SECTION 8 -B' 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION, PHONE, (760)633 -2770. ALL 5. SHOTCRETE WALL CONSTRUCTION- SECTIONS WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL, 6. SHOTCRETE WALL CONSTRUCTION- ELEVATIONS AND TABLE "A" IMPERVIOUS AREA, _Cl �� ` �� 7. PHOTO SHOWING PROPOSED WORK, ASSESSOR PARCEL MAP AND NOTES UUow W IO_ 8. TEMPORARY IRRIGATION PLAN AND NOTES IMPERVIOUS AREA PRIOR TO CONSTRUCTION: SQFT Z 9. TEMPORARY IRRIGATION DETAILS U Z Z O a H P � U 1 Z) e7 le �0 H w V) �A O OW a U N VI 4 aW C7 x `- n N ° Z W C.) H 1 Z .a W m W Z c 0 0 Z W z = IL �°o J_ 1A` O V) 0 Z Z_ J � U _ W OW 0! Z 0 U Z W O U CD Nb`�". 16459 No. GE 554 cc XP. 06 -30 -1' OF � w Q= oN ZIX NO U LL TE 10. IRRIGATION SPECIFICATIONS 11. EXISTING CONDITION PLAN & PLANTING PLAN 12. PLANTING NOTES AND DETAILS 13. PLANTING SPECIFICATIONS BMP PROJECT STATUS ' V DATE U. Z) W DWG. No PUBLIC WORKS PLANNING AND BUILDING d SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT O CD O Cn W J U U QU N (1) H a� -Z H �Z 0 V) Z W Z UUow W IO_ W D_ irw W Z Of Z0O Z O�0-�QY� Q Q V/ //1 VJ C � Z V m Z LIJ Z) Z) Q U W W U 3 m m (n Z WZ Ix Q �� (0 �(0 c0 IMPERVIOUS AREA AFTER CONSTRUCTION1 SQFT INCREASE IN IMPERVIOUS AREA, _U4A SQFT IMPERVIOUS AREA REPLACED1 N/A SQFT TE 10. IRRIGATION SPECIFICATIONS 11. EXISTING CONDITION PLAN & PLANTING PLAN 12. PLANTING NOTES AND DETAILS 13. PLANTING SPECIFICATIONS BMP PROJECT STATUS ' V DATE STANDARD PROJECT DWG. No PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVISION y7I SIGN DATE PLANS PREPARED UNDER SUPERVISION OF DATE; 10-8-07 R.C.E. NO.; 16459 ROBERT D. MAH NY EXP,; 6- 30 -1'7 ENGINEERING DEPARTMENT APPRO S REC❑MMENDEDrAK) APP \ MASIH MAHER GLENN PRUIM 412z 11¢ DATE DATE REVISION REVISION ZolaI��G 21i� I`1 DESIGNEI S DATE SIGN ATE CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE N01 07 -215 MUP /CDP 10 -08 -07 07 -050 RH n: ROM DRAWING NO. 1 1727 -G SHEET 1 OF y U Z APPROX. LOCATION EXIST NG ' U z . O N H °' .OF O m SHOTCRETE FACING OVER EXISTING U Z:) CONCRETE POSTS AND W00 LAGGING '' Y 1 H V -1011 rn SEAWALL \ F ^ a APPR LOCA ON OF E TING "' •- �� -���- 0 om a \ SHOT RETE F CING OVE EXISTING -__ 92 33 U a a r h \ TIMB R POLE AND WO LAGGING 7G ^ RET INING LL 0 cv? �_ I U f 7 Of Z .. W 1 APPROX. LOCATION OF SLOPE RECONSTRUCTIO - REPAIR 1 Z � _j c^ Z = EXISTING SLOPE FAILUR WITH'PILL AND REINFORCED EOGRIO. ; t Z W i o d NEW SUBDRAIN WILL B INSTALEED WILL Q Y CD J_ CD AT LOWER PART TO R DUCE POSTI LE (0 I^ 40 Q / Q HYDROSTATIC PRESSURES. APPROX. AREA: (40')x 25' =1,Q04 APPROIC.VOwI`U%' l,000SF(s) =_s,obo_cE- 1 cY Ff SL PE ON HIS ROPE TY AIRED ECEN LY, B -0TH RS ^ 0) ;f V - 680-682 NEPTUNE AVENUE I f Q t 090GIZID STf aurm 00 BWFIF 1 1zec- pF /��(�7 EX STING STAI TO E APN: 256 -051 -21 -00 W z P(EPTUN� AVE.P11 L �Ex IRE i MI ? R MOVE Z o Z- 1 UNDUI.AT1r 4 To APPROXIMATE LIMITS - W CLo591_`f MATCH OF PROPOSED WOR �. ¢ { J W U CJ PcFFftR+4NCE of nl�rURAL 01 7 03 Li ? 19-5 > U) Z 3 W O IL Ub'• 1 ' ' - T 1- NORTHERLY CORN APPRO IMATE U II PROP RTY LINES Q Lu Q �OF E SON CL o. C. 16459 6 O• i / (fl l T3 U i Q C( XP. 06 -3041 A APPROX. LOCATION OF +R9P86EB_ e- o A � ID ii Z € SHOTCRETE FACING OVER EXISTIiVv I CONCRETE t° ._' , COLLE TOR PI E, DIS HARGE ° 20'- POSTS AND WOOD LAGGING --� -RQNT TO BE IELD ERMIN D o OF CALIF SEAWALL, SHOTCRETE TO BE HAND SCULPTED AND COLORED TO —• .• , '� g MATCH ADJACENT BLUFF MATERIALS B r ,' •.• 6 "6 HV -100 AND TO SATISFY CITY AESTHETIC 4 O '` T' 2 678 NEPTUNE AVENUE APPEARANCE POLICY. FACING 6 LO : 256- 051 -07 -00 O SUPPOR ED W/ INSTALLED AT BOTTOM OF WALL FOR AT T U 92 79 Z FULL LENGTH OF WALL AND UPPER SOUTHERN QUADRANT, V.I.F. APPRO LOCA ION OF F. . $ �� (� {j- I Ly �� TI ACKS 2 6 Q N el- Q 0'- F U V_ Z S APPROXIMATE q MEAN HIGH TIDE LINE LOCATED PROPERTY LI ES ji 1 1 0 - U E Y O E 0 H z Q' ) w J V) AT AT ABOUT EL. +4.4' NAVD88, APPROXIMATE LIB ITS AS PER MEMORANDUM BY i <a �© T1 _ T - `� ^ CL O GEOSOILS, INC., DATED OF PRE)P9$E9 1 ORK SEPTEMBER 9, 2008. ^; — III r — ' ' ---- , OINI 4 R?l ^ TIMBER XPOLEAA EXISTING RETAINN WALL ^ND T T2 7 S OTRCRE EOFACIN OVER EXI TING 0 G'oG� P♦3$ LL TO BE LOWERED TO CONFORM W CO CIO RS OF SLOPE ABOVE (WALL, SHOTCR E FACIN SHALL U PER B UFF TIM ER POLE WOO GGING ETAINING WALL, SH TCRETE o �O LINE O� , ) ^ V, L.L BE APPLIED dVER WOOD LAGGIN WALL, OTCRETE T BE �D 11 H ND SCUL TED AND OLORED TO BE HAND SCULPTED AND CO DRIED T MATCH T MATCF ADJACE T BLUFF ATERIALS P3 " ADJACENT BLUFF MATERIALS AN TO SATI FY A D TO ATISFY CI AESTH IC CITY AESTHETIC APPEARANCE P LICY. A PEARAN E POLIC '- €— T - - 0 H F 0 H O U APPROXIMATE SHOTCRETE FACING AREA TO B SUPPOR ED S OTCR FACING AREA TO E PROPERTY LINES W/ NEW TIEBACKS INSTALLED I TWO R S. re- S PPORT D W/ EXI TING TIER CKS" 1 . QR STALLED IN THRE ROWS, V..F,.. V) 0 IISTING W 04 C4 111D BLUFF RETAINING WALL 660 NEPTUNE AVENU E J N N APPROX. LOCATION OF XISTING 660 NEPTUNE AV NU E WILL NOT RANGE, WORK ROPOSED APN: 256 - 051 -19 -00 m °' °' CONCRETE 'PO TS AND OOD LAGGING SEAW LL AP ROX. LOCATION OF EXISTING U U T IB ER POLO AND WO LAGGIN RE AINING, W LL O� r l v F- V) J V) _ Q �- � Z �7_- -ft �Ow /1 ui T - 0 LT C NER OF HOUSE -.. Q 0/ � O cc 1 7 80' °ate: Z z z � o O— °-WZZW ��' F— Q Q Q :-, - 4r� _ a UJ ' Z � v m W Z NOTE: X LEGEND AND ABBREVIATIONS I THIS MAP WAS PREPARED USING PHOTOGRAMMETRIC COMPUTER AIDED DRAFTING TECHNIQUES. LI••I Y F- P 0 IN OPEN, UNOBSTRUCTED AREAS THIS MAP COMPLIES WITH Q U W W - - -- PROPERTY LINE NATIONAL STANDARDS FOR MAP ACCURACY. IN AREAS OF //�� Q Z 0. 0 �/) Z 50-_ EXISTING CONTOURS AT 2' INTERVALS DENSE VEGETATION WHERE THE GROUND IS OBSCURED FROM VIEW, CONTOURS MAY DEVIATE FROM CORRECT ELEVATION. AC ASPHALT CONCRETE FIELD SURVEY CONTROL BY SURVEY COMPANY //y�/ � (0 (p L.I. Q (D (O APN ASSESSOR'S PARCEL NUMBER FILE NO. BILK BLOCK TOPOGRAPHIC MAP OF DATE 10 -08 - °' BS CONIC BOTTOM OF STEPS CONCRETE CONCRETE NEPTUNE AVENUE DI DRAIN INLET o7-oso DWG. ND. Lampl Property -02 FL PP FLOW LINE POWER POLE 1 INCH = 10 FEET FOR REVISION 0 TC TOP OF CONCRETE CURB GRAPHIC SCALE S ❑IL ENGINEERING C❑NSTRUCTI ❑N, INC, REVISION TS TOP OF STEPS SITE PLAN- PROPOSED IMPROVEMENTS W/ WF WITH WOOD FENCE SCALE: 1 " =10' (2D 20 0 20 40 60 TONVILL SCALE 1" = 20' CONTOUR INTERVAL 1 FT. REVISION WM WATER METER DATE 01 SHEET of REVISION WV WATER VALVE FEET 2006r 12082N 5933 SEA LION PLACE, SUITE 100 CARLSHAD, CA 92008 DESIGNED BY: RH CHECKED BY: RDM CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY; DRAWN BY. CHECKED Dr. ENGINEERING DEPARTMENT APP OVA CITY Of ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RH IH RDM ST L Co cc 19 tif DESCRIPTION; SAN DIEGO COUNTY MONUMENT NO. VERTICAL CONTROL O.C. 141. C TECHNICAL C LTANT PLANS PREPARED UNDER SUPERVISION ❑F RECOMMENDE. I APP GRADING PLAN FOR; LOCATION; LOCATED ON EAST SIDE OF HWY 101, 150' SOUTH OF THE CENTERLINE OF EL HDRIZONTALr AS SHOWN DATE: 10 -8 -07 REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES 11727-G �� 11 RECORD FROMiPORTAL STREET ELEVATION; EL, 66.453' IN THE CITY OF ENCINITAS VERTICAL: AS SHOWN "ROBERT R.C.E, ND,; 1 6¢59 MA3 H` MAHER GLENN PRUIM R. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND DATUM NAVD88ZZI�Q D. MAH NY EXP, 6 -30 -1 �' /���`s' MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 JAMES KNOWLTON DATE DATE PLANNING CASE ND; 07 -215 MUP /CDP SHEET 2 ❑F 13 y O CHANGE NO. 12 130 120 110 100 M M 70 .e UI LLJ p 50 ED a W W W Z Z 40 O >Q J W 30 20 10 0 -10 11 MEAN HIGH TIDE LINE LOCATED C.O. AT ABOUT El... +4.4' NAVD 8, AS PER MEMORANDUM BY N.I.C. GEOSOILS, INC., DATED — Pressure treated douglas fir SEPTEMBER 9, 2008. T.O.W. DESCRIPTION NOTE: SECTION A —A MAY NOT BE PERPENDICULAR TO PROPOSE@- SHOTCRETE WALL /FACING AND EXISTING RESIDENCE. FOR ACTUAL LOCATION SEE PLAN— PROPOSED IMPROVEMENTS, SHEET 2. PROFILE SECTION A -A' SCALE: 1 " =10' l AIArrilu :3l11ftLrj :a 20 ( IN FEET ) 1 inch = 10 ft. ABBREVIATIONS: For Standard Abbreviations, see Sheet 4. 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 douglas fir T.O.G.B. —Top of grade beam T.O.W. —Top of wall T. & B. —Top and bottom U.N.O. — Unless noted otherwise V.I.F. — Verify in field APPROVED DATE BENCHMARK SCALE t_1t_1q SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTION: MONUMENT NO. O.C. 141 �6 LOCATION, LOCATED ON EAST SIDE OF HWY 101, HORIZONTAL: AS SHOWN 150' SOUTH OF THE CENTERLINE OF EL RECORD FROMPORTAL STREET IN THE CITY OF ENCINITAS ELEVATION; EL, 66.453' VERTICAL: AS SHOWN DATUM: NAVD88 z �l m GEOGRID REINFORCEMENT: PRINCIPAL GRID 0 2' -0" LIFTS VERTICAL (MAX.) MIRAGRID 5XT, OR APPROVED EQUAL, INSTALL FOR FULL WIDTH OF FILL MASS, INTERMEDIATE LIGHT GRID 0 2' -0" LIFTS VERTICAL (BETWEEN ALL PRINCIPAL GRIDS) MIRAGRID 3XT OR APPROVED EQUAL, INSTALL 5' -0� (MIN.) WIDE STRIPS. A, EROSAONROAo DNDSEDIMENT E DLCONTROL TO MEASUIRD S•PLACE, AS NECESSARY, TO CONTROL SEDIMENT DURING RAINY SEASON, OCTOBER 1 TO APRIL 15, AND AFTER ANY GRADING HAS BEEN COMPLETED. MEASURES ARE TO BE OPERABLE PRIOR TO OCTOBER 1 OF ANY YEAR GRADING OPERATIONS HAVE LEFT AREAS UNPROTECTED FROM EROSION. 2. MAINTENANCE IS TO BE PERFORMED AS FOLLOWS: A. REPAIR DAMAGES CAUSED BY SOIL EROSION OR CONSTRUCTION AT END OF EACH WORKING DAY. 130 B. SWALES SHALL BE INSPECTED PERIODICALLY AND MAINTAINED AS REQUIRED. C. SEDIMENT TRAPS, BERMS, AND SWALES ARE TO BE INSPECTED AFTER EACH STORM AND REPAIRS MADE AS NEEDED. D. SEDEMENT SHALL BE REMOVED AND SEDIMENT TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO WITHIN ONE FOOT (1' -0 ") OF OUTLET ELEVATION. E. SEDIMENT REMOVED FROM TRAP SHALL BE DEPOSITED IN SUITABLE AREA AND IN SUCH MANNER THAT IT WILL NOT ERODE. 3. DURING RAINY SEASON, ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF TO ANY STORM DRAINAGE SYSTEM. 120 4. UNPROTECTED INLETS NOT USED I CONJUNCTION WITH EROSION CONTROL ARE TO BE BLOCKED UNLESS AREA DRAINED IS UNDISTURBED OR STABILIZED. CONTRACTOR SHALL OBTAIN EROSION CONTROL CONTRACT APPROVAL PRIOR TO BLOCKING INLET INLET TO VERIFY INLET NOT BE REQUIRED FOR STORM DRAINAGE CONTROL. 5. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS. 6. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH MANNER THAT EROSION AND WATER POLLUTION WILL BE MINIMIZE 110 STATE AND LOCAL LAWS CONCERNING POLLUTION ABATEMENT SHALL BE COMPLIED WITH. 7. STATE AND LOCAL REQUIREMENTS SHALL BE MET CONCERNING FENCING AND SIGNS WARNING PUBLIC OF HAZARDS OF SOFT SEDIMENT AND FLOODWATER. 8. CONTRACTOR SHALL PROVIDE DUST CONTROL AS REQUIRED BY APPROPRIATE FEDERAL, STATE AND LOCAL AGENCY REQUIREMENT 9. GRADED AND DISTURBED AREAS SHALL BE HYDROSEEDED WITH DROUGHT TOLERANT MIX AND COVERED WITH JUTTE MATTING. FIBER ROLLS SHALL BE PLACED HORIZONTALLY ALONG GRADED SLOPES EVERY 10' -0 "t IN ELEVATION. 10. TEMPORARY IRRIGATION MEASURES SHALL BE PROVIDED FOR HYDROSEEDED PLANT ESTABLISHMENT. IRRIGATION INSTALLATION 100 AND MAINTENANCE BY OWNER, OR BY CONTRACTOR- FOR HOA, IF APPLICABLE. 8" DIA. FIBER ROLL, �77 EMBEDMENT SHALL BE 2" (MIN.) S I AND 4" (MAX.), (TYP.) 60 APPROX. PORTION OF PROPBSE9 SLOPE RECONSTRUCTION- REPAIR EXISTING SLOPE FAILURE WITH FILL AND REINFORCED W/ GEOGRID FABRIC NOTE: INSTALLATION OF FIBER ROLL IS PREFERRED OPTION FOR EROSION CONTROL. EROSION CONTROL MEASURES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. moo mom On 00111111111 nnnnnnnn■nn■ ...... nnnnn■n■■■■■n nnnnn■■■■■■■■n nnnn000 ■■■n nnnnnn■nn iii 00 n ME 'iiiMuiiiiiiiii U O CL Z LLI N Z It 0) O CY) /Ld V / Q H- am 0% Z .J U � < F- Z Q O <LL Cr. Ov, ( W CL aW U nnnon i� O XLv w O U �■en a z a W V)XgZ Z W N ■■nn LJ..I Y I W Q �03W SNEER z W J } ^ <, 00 WOMEN 0 n Z x z W = _ ■■■■■■n000n o. J_ ■nn■ O N U Z Z iiii :ii of J w U -n O L.Ij MEN U)ZP 0 0 ■nnonnnn■ uunn nn■ nn unun U nn■ FLOW --� 3/4'x3/4" WOOD STAKES 0 4' -0" C.C. (MAX.), (TYP.) 2 "x2" BY 14 Go. WIRE OR -EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC- - FLOW Zzf_:L_— 6,''- -0" ( MAX.) I MINIMUM 4 "x4" TRENCH --� / U / BACKFILL TRENCH WITH NATIVE SOIL OR 3/4 " -1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED L1\ NOTE: INSTALLATION OF FIBER ROLL IS 2'x2" WOOD POSTS, STEEL FENCE PREFERRED OPTION FOR EROSION CONTROL. POSTS, REBAR, OR EQUIVALENT EROSION CONTROL MEASURES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. _i) LLJ1UTVtL bT1 UNRWIN BT: L.HtL.KLlI b' Ole RH H RDM ,CAL CONSU PLANS PREPARED UNDER SUPERVISION OF DATE, 10-8-07 R,C,E, NO,! 16459 KNOWLTDN ROBERT D. MA ONY EXP,I 6 -30 -1$ MONSOON ENGINEERING DEPARTMENT APPROV S RECOMMEND -D: APP MASIH MAHER GLENN PRUIM 40 U 14 rlf it DATE DATE � I O N Z_ 0 I GEOGRID REINFORCED SLOPE FILL FAILURE SURFACE SCARIFY (E) SURFACE - CUT BENCHES 0 APPROA 2'-O"± CUTS AND SCARIFIED, MOISTURE CONDITIONED AND COMPACTED TO 90% MAX. COMPACTION AS DETERMINED BY ASTM D1557, LATEST REVISION. BACKFILL W/ CALTRANS CLASS 2 PERMEABLE MATERIAL, OR CLEAN CRUSHED 1/2" TO 3/4" DIA. DRAIN ROCK WRAPPED IN FILTER FABRIC MIRAFI 140N, OR EQUAL SCHEDULF 40 OR CDR 35, INSTALL W/ ;% SLOPE (MIN.) 10 DRAIN, CONNECT TO 4" (MIN.) COLLECTOR PIPE DOWNSLOPE, DISCHARGE POINT TO BE FIELD DETERMINED !Q Nb. C. 16459 w No. GE 554 EXP. 06 -30 -1: OF Z U O CL Z LLI N Z It 0) O CY) /Ld V / Q H- am 0% Z .J U � < F- Z Q O <LL Cr. Ov, ( W CL aW U Z i� O XLv w O U vi a z a W V)XgZ Z W N LJ..I Y I W Q �03W 0 z W J } ^ <, 00 �(0 0 n Z x z W = _ o. J_ in O N U Z Z of J w U -n O L.Ij U)ZP 0 0 Z WO U !Q Nb. C. 16459 w No. GE 554 EXP. 06 -30 -1: OF Z UJ O CL U. Z) LLI N N W 0) CY) /Ld V / Q 0 LLJ Z .J < < F- Q O <LL Cr. Ov, ( W CL aW U LL U. Z) LLI N N W 0) CY) J~ U 0 0 < < F- Q Z z Ov, U W U Z U w 0L Uz O XLv w �ZCL Z z ~�CLaaNa V)XgZ mZ LJ..I Y F- I Q �03W U z � (nZ W LdZ0r of <, 00 �(0 0 FILE NO NO. REVISION 10 -O8 -07 07 -050 RH CHECKED BY: ROM CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RADING PLAN FOR+ REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES 11727 -G MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 6-60 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE N01 07 -215 MUP /Ci1P SHEET 3 OF 13 J 2 W 0 m a w W z z 0 a J W Is 130 120 110 100 90 We 70 .• 50 40 30 20 kul 0 -10 NOTE: SECTION B -B MAY NOT BE PERPENDICULAR 3' TO P00000W SHOTCRETE WALL /FACING AND EXISTING RESIDENCE. FOR ACTUAL LOCATION SEE PLAN- PROPOSED IMPROVEMENTS, SHEET 2. PROFILE SCALE: 1"=10' SEC_ TION B —B' GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. B' COASTAL COMMISSION SPECIAL CONDITIONS: CHANGE NO, THE PERMIT IS SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED 1. FINAL PLANS. PRIOR TO THE ISSUANCE OF THE COASTAL DEVELOPMENT UJ PERMIT, THE APPLICANTS SHALL SUBMIT FOR REVIEW AND WRITTEN APPROVAL OF THE EXECUTIVE DIRECTOR, FINAL REPAIR AND MAINTENANCE 130 PLANS FOR THE SEAWALL, MID BLUFF WALL, UPPER BLUFF WALL, AND 041 0) THE GEOGRID STRUCTURE THAT ARE IN SUBSTANTIAL CONFORMANCE WITH N a) THE SUBMITTED PLANS RECEIVED SEPTEMBER 27, 2012 BY SOIL ENGINEERING CONSTRUCTION, INC. THE REVISED PLANS SHALL FIRST BE APPROVED BY THE CITY OF ENCINITAS BEFORE SUBMITTAL TOR THE 120 EXECUTIVE DIRECTOR'S REVIEW AND APPROVAL AND INCLUDE THE cl H FOLLOWING: cl F- a. ANY EXISTING PERMANENT IRRIGATION SYSTEM LOCATED ON THE PLANS PREPARED UNDER SUPERVISION ❑F DATE 10 -8 -07 R.C.E. NO.; 16459 ROBERT D, MAHONY EXP,; 6- 30 -1'J SUBJECT PROPERTIES SHALL BE REMOVED OR CAPPED. GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE N0; 07 -215 MUP /CEP b. ALL RUNOFF FROM IMPERVIOUS SURFACES ON THE TOP OF THE 110 BLUFF SHALL BE COLLECTED AND DIRECTED AWAY FROM THE BLUFF EDGE TOWARDS THE STREET AND INTO THE CITY'S STORMWATER w COLLECTION SYSTEM. Uo c. EXISTING AND ANY PROPOSED ACCESSORY IMPROVEMENTS (I.E., DECKS, of PATIOS, WALLS, WINDSCREENS, ETC.) LOCATED IN THE GEOLOGIC 100 SETBACK AREA AT 676/678 NEPTUNE AVENUE AND 660 NEPTUNE AVENUE SHALL BE DETAILED AND DRAWN TO SCALE ON THE FINAL APPROVED SITE PLAN AND SHALL INCLUDE MEASUREMENTS OF THE SHEET 40F 13 DISTANCE BETWEEN THE ACCESSORY IMPROVEMENTS AND THE UPPER BLUFF WALL TAKEN AT 3 OR MORE LOCATIONS. THE LOCATIONS FOR V/ THESE MEASUREMENTS SHALL BE IDENTIFIED THROUGH PERMANENT 90 MARKERS, BENCHMARKS, SURVEY POSITION, WRITTEN DESCRIPTION, OR Z OTHER METHOD THAT ENABLES ACCURATE DETERMINATION OF THE LI.I Y LOCATION OF ALL STRUCTURES ON THE SITE. ALL PROPOSED ACCESSORY IMPROVEMENTS SHALL BE LOCATED NO CLOSER THAN 5 FEET LANDWARD Q OF UPPER BLUFF WALL. THE EXISTING PATIO AND REAR YARD FENCE 80 ON THE NORTHERN PORTION OF THE PROPERTY MAY BE RETAINED LLJ Z (EXHIBIT 10). ANY NEW PLEXIGLAS OR OTHER GLASS WALL SHALL BE NON- CLEAR, TINTED, FROSTED OR INCORPORATE OTHER ELEMENTS TO �0 INHIBIT BIRD STRIKES. d. THE GEOGRID STRUCTURE ON THE BLUFF FACE OF 676/678 NEPTUNE 70 AVENUE SHALL BE TEXTURED AND UNDULATING TO CLOSELY MATCH THE APPEARANCE OF A NATURAL BLUFF FACE. e. THE GEOGRID STRUCTURE PROPOSED IN FRONT OF THE EXISTING MID BLUFF WALL SHALL BE DELETED. f. THE SOUTHERN PORTION OF THE EXISTING UPPER BLUFF WALL AT 676/678 NEPTUNE AVENUE SHALL BE LOWERED APPROXIMATELY THREE 60 FEET TO MATCH THE HEIGHT OF THE UPPER BLUFF WALL DIRECTLY TO THE SOUTH AT 660 NEPTUNE AVENUE, CONSISTENT WITH EXHIBIT 6. g. TECHNICAL DETAILS REGARDING THE CONSTRUCTION METHOD AND TECHNOLOGY UTILIZED FOR TEXTURING AND COLORING THE SEAWALL AND W UPPER BLUFF WALL. SAID PLANS SHALL BE OF SUFFICIENT DETAIL TO 50 ENSURE THAT THE EXECUTIVE DIRECTOR CAN VERIFY THAT THE SEAWALL m a AND UPPER BLUFF WALL CLOSELY MATCH THE COLOR AND TEXTURE OF w THE NATURAL BLUFFS NEARBY TO THE SEAWALL, INCLUDING PROVISION OF A COLOR BOARD INDICATING THE COLOR OF THE MATERIAL. z_ 40 z THE PERMITTEES SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH THE APPROVED PLANS. ANY PROPOSED CHANGES TO THE APPROVED PLANS SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO THE PLANS SHALL OCCUR WITHOUT A COASTAL COMMISSION APPROVED W AMENDMENT TO THIS COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE 30 DIRECTOR DETERMINES THAT NO AMENDMENT IS LEGALLY REQUIRED, AND, IF REQUIRED, SHALL SUBSEQUENTLY APPLY FOR A COASTAL DEVELOPMENT PERMIT OR PERMIT AMENDMENT FOR THE REQUIRED MAINTENANCE WITHIN 90 DAYS OF THE REPORT OR DISCOVERY OF THE PROBLEM. THE APPLICANTS SHALL UNDERTAKE MONITORING AND REPORTING IN 20 ACCORDANCE WITH THE APPROVED FINAL MONITORING AND REPORTING PROGRAM. ANY PROPOSED CHANGES TO THE APPROVED FINAL MONITORING AND REPORTING PROGRAM SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO THE APPROVED FINAL MONITORING AND REPORTING PROGRAM SHALL OCCUR WITHOUT A COASTAL COMMISSION 10 APPROVED AMENDMENT TO THIS COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE DIRECTOR DETERMINES THAT NO AMENDMENT IS LEGALLY' REQUIRED. B. STORAGE AND STAGING AREAS /ACCESS CORRIDORS. PRIOR TO THE 0 ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, 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 SPACES. DURING THE CONSTRUCTION STAGES OF THE PROJECT, THE PERMITTEE SHALL NOT STORE ANY CONSTRUCTION MATERIALS OR WASTE WHERE IT 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 CONSTRUCT THE STRUCTURES. CONSTRUCTION EQUIPMENT SHALL NOT BE WASHED ON THE BEACH OR PUBLIC PARKING LOTS OR ACCESS ROADS. b. CONSTRUCTION ACCESS CORRIDORS SHALL BE LOCATED IN A MANNER THAT HAS THE LEAST IMPACT ON PUBLIC ACCESS TO AND ALONG THE SHORELINE. c. NO WORK SHALL OCCUR ON THE BEACH ON WEEKENDS, HOLLIDAYS OR BETWEEN MEMORIAL DAY WEEKEND AND 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 IMMEDIATELY FOLLOWING COMPLETION OF THE DEVELOPMENT. THE PERMITTEES SHALL UNDERTAKE THE DEVELOPMENT IN ACCORDANCE WITH THE APPROVED PLANS. ANY PROPOSED CHANGES TO THE APPROVED PLANS SHALL BE REPORTED TO THE EXECUTIVE DIRECTOR. NO CHANGES TO THE PLANS SHALL OCCUR WITHOUT A COASTAL COMMISSION APPROVED AMENDMENT TO THIS COASTAL DEVELOPMENT PERMIT UNLESS THE EXECUTIVE DIRECTOR DETERMINES THAT NO AMENDMENT IS LEGALLY REQUIRED, AND, IF REQUIRED, SHALL SUBSEQUENTLY APPLY FOR A COASTAL DEVELOPMENT PERMIT OR PERMIT AMENDMENT FOR THE REQUIRED MAINTENANCE WITHIN 90 DAYS OF THE REPORT OR DISCOVERY OF THE PROBLEM. U z Z O N N I— 0, w c F- I,_ Z 10 O W 8 al to � W U' w rg Z W N 'e z I Ws LL I fV w LLJ J > Z =� O 2W Z = W i J_ n O V) O Z Z_ J_ U LLJ Z) O LLJ CC V) Z F- O Z W O U QR� ND. C. 164.` No. GE 554 EXP.6 -30 -1 OF NA Li .j LL. OM of I n W LL. RDM CHANGE NO, DESCRIPTION APPROVED Z) UJ N N DRAWN BY. CHECKED Br 041 0) CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT N a) DRAWING NO. 0 0 �JU cl H SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTION: MONUMENT NO. O.C. 141. LOCATED ON EAST SIDE OF HWY 101, LOCATION; 150' SOUTH OF THE CENTERLINE OF EL RECORD FROMPORTAL STREET IN THE CITY OF ENCINITAS ELEVATIONS EL. 66.453' DATUM; NAVD88 cl F- a� PLANS PREPARED UNDER SUPERVISION ❑F DATE 10 -8 -07 R.C.E. NO.; 16459 ROBERT D, MAHONY EXP,; 6- 30 -1'J Z GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE N0; 07 -215 MUP /CEP Z 0 0_ w U Uo LL] w of w OZazoaz SHEET 40F 13 Q a Q V/ Z m Z Of LI.I Y Q U Q LLJ Z OU N LLJ Z WZ� 0 �0 FILE NO 10 -08 -07 07 -050 NO. REVISION RH CHECKED BY: RDM CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY. CHECKED Br ENGINEERING DEPARTMENT APPROVA CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTION: MONUMENT NO. O.C. 141. LOCATED ON EAST SIDE OF HWY 101, LOCATION; 150' SOUTH OF THE CENTERLINE OF EL RECORD FROMPORTAL STREET IN THE CITY OF ENCINITAS ELEVATIONS EL. 66.453' DATUM; NAVD88 HORIZONTAL) AS SHOWN VERTICAL: AS SHOWN CO ❑TECHNICAL CONSUL JAMES KNOWLTO PLANS PREPARED UNDER SUPERVISION ❑F DATE 10 -8 -07 R.C.E. NO.; 16459 ROBERT D, MAHONY EXP,; 6- 30 -1'J RECOMMEND APP V I MASIH MAHER GLENN P UIM 4 / u 14 y DATE DATE GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE N0; 07 -215 MUP /CEP 1 1727 -G n SHEET 40F 13 U EXISTING TIEBACK, Z TIMBER GRADE BEAMS TO BE REMOVED PER SECTIONS AND Z EXISTING TIEBACKS TO BE RESTRESSED AS NECESSARY, IMBED PL. OR INSTALL A.B. V -2" (MIN.) 3/4" CHAMFER J1 O a APPROX. EXISTING TIMBER CARE TO BE TAKEN TO ASSURE 5 8" DIA. ® 4' -0" C.C.± OR ROUND EDGES, 'S POLE AND WOOD LAGGING WORKERS SAFETY AT TOP OF PROP@ SHOTCRETE WALL /FACING CL PO (NP') 1,1 u RETAINING WALL, V.I.F. - ti CL POLE CL POLE c�� ®Q - Imo— a INSTALL CCW MIRADRAIN `�l ( Z v r PANELS AS CHIMNEY DRAIN CL WEEP HOLE CL WEEP HOLE EL. VARIES d. q 1I - L &I APPROX. 2' -0" WIDE (TYP.), ICI O a w W/ CCW HC 12" SIDEOUT _- - - — (— U ar 1A DRAINAGE CONNECTOR, TIED INTO 3" DIA. SDR 35 DRAIN I —I j — o n OUTLET PIPE z — — —� - Z �+ H � -H ° ° Ld V S iv W '� a ... _ 10 . c� Lr ih . d SEErge�e'gUT��De n Lo (D - ° l W - -- - -- — - -- °2p o� �f.l ACK INSTALL 5 ® 12" C.C.± E.W. SCyF0 O n FRONT & BACK, INSTALL #5 TIE ® 12" C.C.± AT EACH V -8" (MIN.) EQ.± EQ.± MIN. 6 POLE AS SHOWN, 5 LAP SPLICE WEEP HOLE WEEP HOLE INSTALL 5 ® 12" C.C.± E.W. INSTALL (2) #5 AT EACH TIEBACK HEAD 6' -0" C.C.± FRONT & BACK o ^ a d ° a g HORIZ. & VERTICALLY, (TYP.) SPACING VARIES, 7' -0" C.C. MAX. °< U Z 1 TCD`SHOTCRETE WALL /FACING ° ° < ° O 3' -0 "t DEEP TOE TRENCH, DOWNSLOPE HEIGHT 10' -0" (MAX) ° p Sef Tqe Z BELOW FACE TO 'BE HAND SCULPTED ° T ° " �e A BpNO�cO 0 J w iiiiiiiiiiiiiiiiiiElliiiiiiiiiiiiiiI ADDITIONAL THICKNESS OF SHOTCRETE AND COLORED TO MATCH ADJACENT BLUFF MATERIALS, IN ACCORDANCE ADDITIONAL THICKNESS OF SHOTCRETE ° °° TIE&AC BONE k SCy£ W = 5 Z � AS REQUIRED FOR HAND SCULPTING W/ CITY OF ENCINITAS STANDARDS AS REQUIRED FOR HAND SCULPTING d a TO 30' (MAX.) °U�e MAY VARY AND IS NOT SHOWN MAY VARY AND IS NOT SHOWN D SIM. SyeET Z Z d d ° G ° °. 6 W O SECTION —UPPER BLUFF — SHOTCRETE WALL FACING W DRAIN TYP. D 5 ° ° °a SCALE: 3/4 " =1' -0° 5 ° TIEBACK ° a a:. ° (NP.) 40-4 QFtOFE lO ti ql "x1" M TIEBACK Z PL 5 1/2'x5 1 2 (MIN.) (E) TIMBER POLE SEE Tq UNBO e�E NDfD BY DYWIDAG, OR EQUAL AND WOOD LAGGING q„ 2 %/ ONE d `.. d ti a ti Q N �• .16459 No. GE 554 Z m EXISTING TIMBER d RETAINING WALL Ea qCK LDYW a ° v w XP. 06 -30 -1 POLE A. POLE AND WOOD LAGGING COMPLETELY COVER TIEBACK ° SC EDUCf, PROTECTED DAG ANCHOROSION RETAINING WALL, V.I.F. HEAD W/ SHOTCRETE M6.' SyE� OR EQUAL CCW CL POLE CL POLE a 6 T r 9TFOFCA INSTALL MIRADRAIN °.N p PANELS AS CHIMNEY DRAIN CL WEEP HOLE CL WEEP HOLE STEEL TRUMPET AS PER o. d ° APPROX. 3' -0" WIDE, MANUFACTURER RECOMMENDATION, + , W CCW HC 12" SIDEOUT BY DYWIGAG, OR EQUAL, fO -H z SEE DRAINAGE CONNECTOR, TIED OR 2 1 2" DIA. PVC PIPE SLEEVE / o _� d f ° a Tqg ND �E e0 INTO 3" DIA. SDR 35 DRAIN OUTLET PIPE z p a ° '° q., ? /Egq° g ° �.I n.( ° d CONE HEDU� I _ I f1 .p I I - °. VIII III .. °.a TO 30' (MAX.) f SyE Z z20�2.. N g 1 ° .^ o III f °. - a INSTALL 5 ® 12° C.C.± E.W. 6 O .. 1 O o „ _ y o _� .° FRONT & BACK, 1 ° INSTALL #5 TIE 0 12" C.C.± AT EACH - — — — — — — M — — — — — — — — — — — — — — — N POLE AS SHOWN ON SECTION C/5, TIEBACK e: - ° 11-01, ° INSTALL (2) #5 AT EACH TIEBACK HEAD (TYP.) a B.O.W. HORIZ. & VERTICALLY, (TYP.) °° INSTALL #5 ® 12" C.C.± E.W. USE SHOTCRETE OF ° FRONT & BACK, EL. VARIES f = 4,000 PSI AT 28 DAYS, (TYP.) INSTALL #5 TIE ® 12" C.C.± AT EACH V -8" (MIN.) EQ.± EQ.± INSTALL 5 ® 9" C.C.± HORIZ. < .. ° .. POLE AS SHOWN, INSTALL (2) AT EACH TIEBACK 5 LAP SPLICE I WEEP HOLE WEEP HOLE IN TOE TRENCH, (TYP.) INSTALL 6 5 ® 4" C.C.± VERT. IN TOE � O #5 HEAD HORIZ. & VERTICALLY, (TYP.) 9' -6" C.C. (MAX.) TOE TRENCH AT MID BLUFF WALL 1' -0" (MIN) TRENCH AT EACH TIEBACK LOCATION ° v 0 "± SPACING MAY VARY DOWNSLOPE 2' -0 "± DEEP (AS SHOWN), ( E) TIMBER POLE 8" DIA. HOLE W/ DCP CORROSION ° � p � V � O Z U 3' -O DEEP TOE TRENCH, TOE TRENCH AT UPPER WALL PROTECTED DYWIDAG ANCHOR, T BELOW FACE TO BE HAND SCULPTED SHOTCRETE FACING TO BE 3' -O "± DEPTH UNKNOWN OR EQUAL r g ~ a T O J� ADDITIONAL THICKNESS OF SHOTCRETE AND COLORED TO MATCH ADJACENT BLUFF MATERIALS, IN ACCORDANCE DEEP, AS SHOWN ON PROFILE SECTION B -B', SHEET 4 0' cJ Co V) V V) AS REQUIRED FOR HAND SCULPTING W/ CITY OF ENCINITAS STANDARDS MAY VARY AND IS NOT SHOWN SECTION —MID BLUFF— SHOTCRETE WALL FACING W DRAIN TYP. C SECTION— SHOTCRETE WALL FACING WZ TIEBACK HEIGHT VARIES TYP. A U. SCALE: 3/4 " =1' -O" 5 SCALE: 3/4 " =1' -0" 5 N N O O APPROX. EXISTING TIMBER EXISTING TIEBACKS AT CONCRETE COLUMNS m Cl) (3) INSTALL CCW MIRADRAIN POLE AND WOOD LAGGING AND GRADE BEAMS WALERS, WHERE APPLICABLE, PANELS CHIMNEY DRAIN, RETAINING WALL, V.I.F. ALL EXISTING TIEBACKS TO REMAIN U U OR AI DRAIN 302 W/ WALL CL (E) COLUMN CL (E) COLUMN U Q IN DRAIN MANIFOLD, v) N APPROX. 2' -0' WIDE (TYP.), CL W/ CCW HC 12" SIDEOUT WEEP HOLE CL WEEP HOLE CL WEEP HOLE CL WEEP HOLE (E) T.O.W. ABBREVIATIONS: ~' Of I EL. 36.3'± MSL DRAINAGE CONNECTOR, TIED INTO 2" DIA. SDR 35 DRAIN ° ° ,g For Standard Abbreviations, see Sheet 4. � Z_ Q U � Z U OUTLET PIPE z��. C.C. - Center to center O Z W Z B C.O. -Clean out W CL W �I -_ 12" I p I I ° �, I I I 5 — �.�. O —Each gay E N —Existing, New � W LL O Cr- W .. �, g�I ° - —� _� , g m W I — ° 8" MIN , a P, ° �i M - — III ° _ N.I.C. -Not in contract O CL O N ° c� 1 I° ° o Z PR6P69E6 APPROX. 10" THK. TOTAL __ P.T.D.F. - Pressure treated douglas fir O w Z `� .I I iv I I ° ° ° SHOTCRETE ARCHITECTURAL AND STRUCTURAL ? T.O.G.B. -Top of grade beam T.O.W. -Top of wall J Q Q Y W Q RESTRAINT SECTION _ In N p 6 ° p T T. & B. -Top and bottom Z III L S ° -� _-- U.N.O. - Unless noted otherwise /1 W Q m W ° T 28 ° T p T PORTION OF EXISTING CONCRETE __— -� V.I.F. VF - Verify in field �!ry! Z X g Z io °. H� FOOTING TO BE REMOVED — T li — - - -- - - - - - -! -- - - - - -- - - - -- E E) B.O.W. -� —wY OD- EL. 8.9'± MSL ��_ Q Z U (n Z INSTALL 5 ® 12" C.C. E.W.± INSTALL 5 ® 12" -H _ r INSTALL #5 TIE ® 12" C.C.± AT EACH C.C. E.W.± IN TWO BEACH SANDS "x9 "x1 _- Z 00 O POLE AS SHOWN, V -8" (MIN.) MATS (TYP.) EQ.± EQ.± PL 9 7/8" (TYP.) J CO INSTALL (2) #5 AT EACH TIEBACK HEAD 5 LAP SPLICE WEEP HOLE WEEP HOLE AT NEW SEAWALL TIEBACKS, Q (D (D HORIZ. & VERTICALLY, (TYP.) 8' -6" C.C.± BY DYWDAG, OR EQUAL. N INSTALL PL DIRECTLY AGAINST ( ) / B.O.FACNG I I "� T FILE No. APPROX. 2' -O'± DEEP TOE TRENCH, SPACING VARIES FROM 8' -3" C.C.± TO 8' -8" C;C. ±, V.I.F. SMOOTH BEVELED CONCRETE EL. -2.0'± MSL _ _ DATE DOWNSLOPE INSTALL 6 DOWELS, EPDXY COATED, WEDGE ? __� 10 -08 -m BELOW, SEE 1/5 FACE TO BE HAND SCULPTED TOTAL V -8" LONG, AT 9" C.C.t PORTION OF EXISTING CONCRETE � PROJECT o7 -o5o AT ALL COLUMNS AND GRADE BEAMS/ APPROX. TOP OF DWG. No. ADDITIONAL THICKNESS OF SHOTCRETE AND COLORED TO MATCH ADJACENT /WALERS, DRILL 8" (MIN.) INTO (E� BLUFF MATERIALS, IN ACCORDANCE CONCRETE, USE EPDXY ADHESIVE SET' TORREY FORMATION 1' -0" FOOTING TO REMAIN THK. (MIN.) T Lampl Property -05 REVISION AS REQUIRED FOR HAND SCULPTING W/ CITY OF ENCINITAS STANDARDS BY SIMPSON STRONG -TIE CO., INC., TO V.I.F. ® S MAY VARY AND IS NOT SHOWN ER -5279, OR EQUAL f� &tAOVF /APP ox 5 REVISION ( -�,r o SECTION— SEAWALL— SHOTCRETE WALL FACING W DRAIN TYP. B sFAW AWD?oRTW,(.j or- It ECTION— SEAWALL — FOOTING TYP. 1 REVISION REVISION SCALE: 3/4"=1'-O" 5 SCALE: 1 " =10' DESIGNED BY: RH CHECKED BY: ROM CHANGE ND, DESCRIPTIDN APPR❑ ED DATE BENCHMARK SCALE DESIGNED BY. DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVA,.4 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RH IH RDM SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTIDN MONUMENT No. O.C. tat. LOCATED ON EAST SIDE OF HWY'101, LOCATION; 150' SOUTH OF THE CENTERLINE OF EL RECORD FROMIPoRTAL STREET IN THE cm OF ENCINrrAs ELEVATION; EL. 66,453' DATUM: NAVD88 HORIZONTAL, AS SHOWN VERTICAL: AS SHOWN , „: GEOTECHNICAL CONSULT PLANS PREPARED UNDER ROBERT D. MAHONY SUPERVISION OF DATE, 10 -8 -07 R,C,E, NO,1 16459 EXP,: 6 -30 -11) RECOMMEND APP MASIH MAHER GLENN PRUIM 4-IZ21 Id 5��� /'f — GRADING PLAN FOR: REPAIRS TC MR. JACK LAMPL MR. SCOTT BASKIN COASTAL BLUFF AND EXISTING STRUCTURES PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 1 1727 —G JAMES KNOWLTON DATE DATE PLANNING CASE NDI 07 -215 MUP /CDP SHEET 5 ❑F 13_ T.O.W. PROPERTY AT 680 NEPTUNE AVE. EL. 84.56'± MSL E WALL UP COAST g N LINE EXISTING APPROX. LOCATION OF WEEP HOLES AT BOTT OF SHOTCRETE WALL, TENTATIVE ONLY- V.I.F. ELEVATION - SCALE: 3/16 " =1' -0" APPROX. LOCATION OF EXISTING MID BLUFF TIMBER POLE AND WOOD LAGGING RETAINING WALL TO BE LOWERED TO CONFORM W/ CONTOURS OF SLOPE ABOVE WALL, SHOTCRETE FACING SHALL BE APPLIED OVER WOOD LAGGING WALL, SHOTCRETE TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SHOTCRETE FACING AREA TO BE SUPPORTED W/ NEW TIEBACKS INSTALLED IN TWO ROWS HH 0 I N 678 NEPTUNE AVENUE EL. 95.89'± MSL T.O.W. EL. 95. J Q PROP99EBrSHOTCRETE M 2 WALL /FACING, V.I.F. (SHOWN HATCHED) YROPOSE -B 3' -0 "± DEEP TOE TRENCH 1678 NEPTUNE AVENUE APPROXIMATE T.O.W. PROPERTY LII EL. 50.61± MSL — T.O.W. — — EL. 48.35'± MSL 7 — Center to center C.O. —Clean out E.W. —Each way Q — Existing, New _ v P.T.D.F. — Pressure treated douglas fir T.O.G.B. -H HH —Top of wall 01 0 I I I o 15 45 60 4 WX T12 TO T15 120.0 HH APPROX. LOCATION OF WEEP HOLES AT BOTTOM OF SHOTCRETE WALL, TENTATIVE ONLY - V.I.F. A PR@P@6 -& SHOTCRETE WALL /FACING, V.I.F. (SHOWN HATCHED) PL APPROXIMA PROPERTY I INE Z TRIANGULAR AREA ABOVE THIS LINE IS FOR REMOVAL TO MATCH TOP OF WALL HEIGHT TO SOUTH T.O.W. TO SOUTH, PROPERTY AT 660 NEPTUNE AVE. ►� _ `D EL. 92.06'± MSL n DEEP TOE TRENCH E WALL DOWN COAST I- 17JCZo EXISTING C 9 660 NEPTUNE AVENUE APPROX. i C r T.O.W. EXISTING MID BLUFF RETAINING WALL AT 660 NEPTUNE AVENUE WILL NOT CHANGE, NO WORK PROPOSED I11. li .1.r1 NLIL I 111V ABBREVIATIONS: For Standard Abbreviations, see Sheet 4 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 douglas fir T.O.G.B. —Top of grade beam T.O.W. —Top of wall T. & B. —Top and bottom U.N.O. —Unless noted otherwise V.I.F. — Verify in field TABLE "A "- TIEBACK SCHEDULE: MARK DESIGN LOAD KIPS TEST LOAD KIPS LOCK —OFF LOAD KIPS UNBONDED ZONE FEET BONDED ZONE FEET TOTAL LENGTH FEET TOTAL TIEBACK ANCHORS TYPE T1 TO T7 135.0 180.0 81.0 15 50 65 7 x T8 TO T11 120.0 160.0 72.0 15 45 60 4 WX T12 TO T15 120.0 160.0 72.0 20 50 70 4 Wx T16 TO T18 50.0 67.0 30.0 10 35 45 3 1K1KW T19 TO T21 25.0 34.0 20.0 15 25 40 3 xx)K m — LOCK —OFF LOAD AT 60% D.L. (TYP.) �l Q MULTISTRAND ANCHORS, OR =BARS, TO BE DCI DYWIDAG, OR EQUAL, DOUBLE CORROSION PROTECTED (DCP). N N SELECTION OF TIEBACK SYSTEM AT CONTRACTOR'S OPTION. * J~ U U U MULTISTRAND ANCHOR: USE (5) 0.6" DIA., 270 KSI, DYWIDAG ANCHOR AND HARDWARE, DCP. MULTISTRAND ANCHOR: USE (4 _ 0.6" DIA., 270 KSI, _ DYWIDAG ANCHOR AND HARDWARE, DCP. : #* — ww -_ UUow ILLJ MULTISTRAND ANCHOR: USE (2) 0.6" DIA., 270 KSI, DYWIDAG ANCHOR AND HARDWARE, DCP. NOTES: Z Q Q N — ALL TIEBACKS TO BE TESTED, TEST TO 133% D.L. (TYP.) m — LOCK —OFF LOAD AT 60% D.L. (TYP.) �l 11; IT VA Z qe O N N 01 U , :D M 4 Z c W O S m a N U Vi 4 W ak w R Z tg j w 2 2 W J r ,. x n � � r Z x W i x `°o d J_ ,) O U) 9 U Z Z_ 0 J L U _ W � O W V) Z � U Z W O U J 0 � ZQ O WUZ� wLdp- a O Z J m VJOLIJF_.; LL. LL. Z) LLI N N W 0) 0) J~ U U U � ,` N _ < Q F - I Fa-- O��W U ww U UUow ILLJ Xw OZw Z o LLJ Z Q Q N Q VJ Vx Z m Z IYwYF- �l Q U Q W Z OU N W Z LIJ Z 00 O 10 -08 -07 PROJECT 07 -050 REVISION RH CHECKED BY: ROM CHANGE NO, DESCRIPTION APPR VED DATE BENCHMARK SCALE DESIGNED BY: I DRAWN BY. I CHECKED BY; ENGINEERING DEPARTMENT APPROV CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RH I IH I RDM / �! MONUMENT NO. VERTICAL CONTROL :>JAMES AL CONSULTANT PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED A PP GRADING PLAN FOR1 DESCRIPTION; DATE: 10 -8 -07 REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES 7•I LOCATED ON EAST SIDE OF HWY 101, 1 1727 -G LOCATION 150' SOUTH OF THE CENTERLINE OF EL HORIZONTAL; AS SHOWN RECORD FROM:PoRTAL STREET IN THE CITY OF ENCINITAS n MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 ELEVATIDN1 EL, 63.913' VERTICAL1 AS SHOWN \ R,C,E, NO.1 16459 MASIH MAHER GLEN P UIM AND DATUM: NAVD88 6 -30 -1 J 4'� 2 / ('4' �`� MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 DWLTDN ROBER T D, MAH�NY EXP.; DATE DATE PLANNING CASE NO: 07 -215 MUP /CDP SHEET 6 OF 13 im i ,e ) (:Dj@ M 3DTRL# 7359 -MCWTAa TPM 02 -004. 12- GAG AG . ` sat '-., ,F z • "r ar ty ,, 24 23 22 4 I .. 4tf §.R A�- 051 z L) T fa i y t D 2 (OE H s} TIMBER POLE AND WOOD LAGGING RETAINING WALL TO BE LOWERED TO CONFORM W/ CONTOURS OF SLOPE ABOVE WALL, SHOTCRETE FACING SHALL BE APPLIED OVER WOOD LAGGING WALL, SHOTCRETE TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SHOTCRETE FACING AREA TO BE SUPPORTED W/ NEW TIEBACKS INSTALLED IN TWO ROWS: -.., -- E- A I'b�E'EB IM FR9lAAE W+1E�T� IdPd4�®„��RI�^ eun un-r nci��&AINING � XISTING MIDLL AT 660 NEPTUNE AVENUE WILL NOT CHANGE, NO WORK PROPOSED APPROX. LOCATION OF PR&F@9EB /" SHOTCRETE FACING OVER EXISTING CONCRETE POSTS AND WOOD LAGGING SEAWALL, SHOTCRETE TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SHOTCRETE FACING AREA TO BE SUPPORTED W/ NEW TIEBACKS INSTALLED AT BOTTOM OF WALL FOR FULL LENGTH OF WALL AND AT UPPER SOUTHERN QUADRANT, V.I.F. 0 101 NOTE: EACH SUB ID 'INCLUDES AN UND INT IN COMMON AREA 1 4 - CONOM DOC 89-277659 NEPTUNIE VILLAS PAR 1 ✓ 14I$67 2* OPEM SPACE ESMT. ffi 4 3 APPROX. LOCATION OF PR6P6'rE�, 'A SHOTCRETE FACING OVER EXISTING AIZLCY UPPER BLUFF TIMBER POLE AND WOOD 12" LAGGING RETAINING WALL, SHOTCRETE 15" TO BE HAND SCULPTED AND COLORED sa TO MATCH ADJACENT BLUFF MATERIALS 18" AND TO SATISFY CITY AESTHETIC 26" APPEARANCE POLICY. #8 SHOTCRETE FACING AREA TO BE 30" SUPPORTED W/ EXISTING TIEBACKS 4 INSTALLED IN THREE ROWS, V.I.F. .:; f � APPROX. LOCATION OF fR9P63EI5 2_ 24' SLOPE RECONSTRUCTION- REPAIR N " EXISTING SLOPE FAILURE WITH FILL 0- LLB AND REINFORCED W/ GEOGRID. mLj N Vi NEW SUBDRAIN WILL BE INSTALLED 4 12 AT LOWER PART TO REDUCE POSSIBLE a W N HYDROSTATIC PRESSURES. APPROX. AREA: (40')x(25') =1,000 SFt TIMBER POLE AND WOOD LAGGING RETAINING WALL TO BE LOWERED TO CONFORM W/ CONTOURS OF SLOPE ABOVE WALL, SHOTCRETE FACING SHALL BE APPLIED OVER WOOD LAGGING WALL, SHOTCRETE TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SHOTCRETE FACING AREA TO BE SUPPORTED W/ NEW TIEBACKS INSTALLED IN TWO ROWS: -.., -- E- A I'b�E'EB IM FR9lAAE W+1E�T� IdPd4�®„��RI�^ eun un-r nci��&AINING � XISTING MIDLL AT 660 NEPTUNE AVENUE WILL NOT CHANGE, NO WORK PROPOSED APPROX. LOCATION OF PR&F@9EB /" SHOTCRETE FACING OVER EXISTING CONCRETE POSTS AND WOOD LAGGING SEAWALL, SHOTCRETE TO BE HAND SCULPTED AND COLORED TO MATCH ADJACENT BLUFF MATERIALS AND TO SATISFY CITY AESTHETIC APPEARANCE POLICY. SHOTCRETE FACING AREA TO BE SUPPORTED W/ NEW TIEBACKS INSTALLED AT BOTTOM OF WALL FOR FULL LENGTH OF WALL AND AT UPPER SOUTHERN QUADRANT, V.I.F. 0 101 NOTE: EACH SUB ID 'INCLUDES AN UND INT IN COMMON AREA 1 4 - CONOM DOC 89-277659 NEPTUNIE VILLAS PAR 1 ✓ 14I$67 2* OPEM SPACE ESMT. ffi 4 3 k r ✓e 1 'A f'c = 4.0 ksi AIZLCY 12" 12" #5 15" 15" #6 19" 18" #7 26" 23" #8 xc1 30" - Unless noted otherwise 4 1{? 18 -1/4' #18 24' it N " < 0- LLB O U mLj N Vi c 1. 4 12 0_ 053 a W N n Z W V 258 --0 /f 6/6/5008 JOO V B BI A - Center to center f'c = 3.0 ksi f'c = 4.0 ksi AIZLCY 12" 12" #5 15" 15" #6 19" 18" #7 26" 23" #8 � (D 30" - Unless noted otherwise V.I.F. 8 18 -1/4' #18 24' N N " n 0- LLB O U mLj N Vi c 1. 4 12 CD a W N n Z W V Fr W z y Ld .: 1 cri .o N W J a N 13,se xc Z 0 vi Q H Qi. -Z � Z = i V/ W " LOCATION OF PARCEL Z Of :D CL =) o W d Q O /1 CL "5 Z _ �wY N F_ Q CL t4 S c 678 NEPTUNE AVENUE o (0 Z O Z_ J Or _ W U - +cr O W APN: 256 - 051 -07 -00 N Z U N Z Z O o U LOCATION OF PARCEL 660 NEPTUNE AVENUE APN: 256 - 051 -19 -00 20 T 1 16 1 Al AVE 1 B'A: 14 13 ' 12 �.a L` ` ACCPCC()P PAPrPI AAAP %ice t _ SAA DIEGO COUNTY ASSES N'S MAP 6K 256 PG 06 CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ' FF,J. COAj-16L oMOAF."T3 r6- IC?• SAN DIEGO COUNTY VERTICAL CONTR( DESCRIPTION: MONUMENT NO. O.C. 141. LOCATION: LOCATED ON EAST SIDE OF HWY 101 It 150' SOUTH OF THE CENTERLINE OF II 'I(o RECORD FROMPORTAL STREET IN THE CITY OF ENC ELEVATION; EL, 66.453' DATUM: NAVD88 SCALE HORIZONTAL1 AS SHOWN VERTICAL: AS SHOWN GEOTECHNICAL CONSULT JAMES MIN. DEVELOPMENT LENGTH IN INCHES (Ld): - Center to center f'c = 3.0 ksi f'c = 4.0 ksi #4 12" 12" #5 15" 15" #6 19" 18" #7 26" 23" #8 1 35" 30" D D 3' MIN, ABBREVIATIONS: For Standard Abbreviations, see Sheet 4. 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 douglas fir T.O.G.B. -Top of grade beam T.O.W. -Top of wall T. & B. -Top and bottom U.N.O. - Unless noted otherwise V.I.F. - Verify in field LAP LENGTH IN INCHES (1.3 Ld): BAR SIZE f'c = 3.0 ksi fc = 4.0 ksi 4 16" 16" #5 20" 20" #6 25" 24" #7 34" 30" #8 1 46" 39" NOTES: BAR SIZE - FOR LAP SPLICES USE CLASS "B" SPLICES, (LAP OF 1.30 Ld). #4 - AT CONTRACTOR'S OPTION, HIGH STRENGTH #5 COUPLERS MAY BE UTILIZED. #6 (COUPLERS TO DEVELOP AT LEAST 125% SPECIFIED YIELD STRENGTH fy OF BAR) - FOR CONCRETE OF f'c =2.5 KSI USE TABLE FOR f'c =3.0 KSI. 9 -1/2' 4d, 2 -1/2 MIN, 10 -3/4' D �1aa° u R = 2d FOR #3, #4 & #5 STANDARD REINF. HOOKS AND BENDS G STANDARD BEND DIAMETER BAR SIZE DIAM, (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. PLANS PREPARED UNDER SUPERVISION OF DATE: 10-8-07 R,C,E, NO,1 16459 ROBERT D. MAHONY EXP.: 6 -30 -174 ENGINEERING DEPARTMENT APPROVA RECOMMENDED+, APP MA� �- GLENN PRUIM 4- 122114 DATE DATE GENERAL NOTES: 1. DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH 2007 CBC, AS AMENDED BY STATE OF CALIFORNIA, AND ALL APPLICABLE LOCAL CODES. 2. ALL DIMENSIONS, CONDITIONS AND LOCATION OF FACILITIES TO BE VERIFIED AND DETERMINED IN FIELD. 3. EXACT LOCATION AND EXTEND 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. ON -SITE SOILS SHALL BE USED TO RECONSTRUCT SLOPE AT EXISTIING LANDSLIDE SCARP. COMPACT FILL TO MIN. 90% OF MAXIMUM COMPACTION, BASED UPON ASTM D1557, LATEST REVISION. IT IS ANTICIPATED THAT COMPACTION SHALL BE PERFORMED WITH SMALL COMPACTION EQUIPMENT, EACH COMPACTION LIFT SHOULD NOT EXCEED 8" IN THICKNESS. FOR TOTAL CUT & FILL ANTICIPATED SEE SHEET 1. 6. TIEBACK NOTES: SEE TABLE "A "- TIEBACK SCHEDULE AND RELEVANT NOTES ON DETAILS AND SECTIONS. TIEBACK ANCHORS TO BE DCI DYWIDAG, OR EQUAL. TIEBACKS SHALL BE INSTALLED AT SPACING AS SPECIFIED ON DRAWINGS. TIEBACK SHALL BE DOUBLE CORROSION PROTECTED -DCP. IF BAR IS USED, INSTALL ADEQUATE CENTRALIZERS 0 10' -0" C.C.f. HOLE DIA. AT CONTRACTOR'S OPTION. GROUT TO CEMENT GROUT W/ WATER- CEMENT RATIO (W:C) OF 0.4 TO 0.5 = 5 GAL. PER SACK. ALLOW UP TO 22.5 CF OF SAND /YARD. ALLOW CURE TIME BEFORE TESTING. PROVIDE FOR TWO STAGES OF GROUTING. FIRST STAGE OF GROUTING SHALL BE FOR TESTING OF TIEBACKS. HOLES TO BE TREMIE PIPE GROUTED FROM BOTTOM OF HOLE FOR BONDED ZONE. 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. MULTISTRAND ANCHORS ARE FACTORY EQUIPED WITH GROUTED PVC SLEEVES. 7. SOIL REINFORCEMENT FABRIC TO BE MIRAFI - MIRAGRID 5XT /3XT (TYP.), OR TENSAR- UX1500SB (TYP.), OR APPROVED EQUAL. 8. ALL CAST -IN -PLACE REINFORCED CONCRETE / SHOTCRETE SHALL HAVE COMPRESSIVE STRENGTH AT 28 DAYS O 1,888 PSI 5 . //000 A 9. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR #4 BARS AND ABOVE. ALL REBAR TO BE EPDXY COATED. 10. STEEL MEMBERS SHALL BE: - ALL WIDE FLANGE STEEL MEMBERS SHALL CONFORM TO ASTM A572, GRADE 50, - MISCELLANEOUS CHANNELS, ANGLES, AND PLATES SHALL CONFORM TO ASTM A36. 11. SECTION AT CONSTRUCTION JOINT (C.J.), IF ANY, MAKE ROUGH OR FORM KEY. 12. REINFORCEMENT COVER (2007 CBC SEC. 1907.7.1): - 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. 13. SPLICES OF REBAR TO BE CLASS (B) SPLICE. IF SHOTCRETE METHOD IS GOING TO BE UTILIZED, LAP SPLICES OF REINFORCING BARS IN SHOTCRETE SHALL BE BY NON- CONTACT LAP SPLICE METHOD WITH AT LEAST 2 1/2" CLEARANCE BETWEEN BARS (2007 CBC SEC. 1913.4.2). 14. SPECIAL INSPECTION (2007 CBC SEC. 1704): - CONCRETE: fc-4 -, PSI, W/C RATIO =0.45, TYPE A 11 -V PORTLAND CEMENT.6540" LAB TESTING OF CONCRETE SPECIMENS IS REQUIRED. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE DRILLING PROCESS TO CONFIRM EMBEDMENT DEPTH OF ALL TIEBACKS. - SOIL ENGINEER'S REPRESENTATIVE TO OBSERVE PROOF TESTING OF TIEBACKS. UPON CONCLUSION OF TIEBACK TESTING, SOIL ENGINEER WILL PREPARE SUMMARY LETTER OF HIS OBSERVATIONS RELATIVE TO BOTH LOAD TESTING, ANCHORS DEPTH, AND EXISTING RETAINING WALLS AS -BUILT CONSTRUCTION CONDITIONS. 15. 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. 16. DESIGN RECOMMENDATIONS AND PARAMETERS FROM: UPDATED GEOTECHNICAL EVALUATION- REPAIRS TO COASTAL BLUFF, 678 NEPTUNE AVENUE, ENCINITAS, CALIFORNIA, BY SOIL ENGINEERING CONSTRUCTION, INC., PROJECT NO. 07 -050, DATED OCTOBER, 2007. 17. GEOTECHNICAL ASPECTS OF PROPOSED CONSTRUCTION SHALL BE PERIODICALLY OBSERVED BY PROJECT SOIL ENGINEER OF RECORD. 18. CONSTRUCTION DOCUMENTS SHALL BE REVIEWED, AND GEOTECHNICAL ASPECTS OF CONSTRUCTION SHALL BY PERIODICALLY OBSERVED BY SOIL ENGINEER OF RECORD: ROBERT D. MAHONY, G.E., C.E.G. FILE NO DWG. NO. REVISION REVISION CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 676 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE NU: 07 -215 MUP /CDP 10 -08 -07 07 -050 RH BY: RON DRAWING NO. 1727 -G SHEET 7 OF 13 U Y W NQ {.L z Z_OWw Z O N N O V MW U U C119 Q! m O N N " n 0- LLB O U mLj N Vi c 1. CD a W N n Z W V Fr W z y Ld .: 1 cri .o N W J a N .J Z 0 ui Q I® vi Q H Qi. -Z � Z = i V/ W 2_ 0- Z Of :D CL =) o W d Q O /1 CL "5 Z V) m Z �wY N F_ Q CL U EL Q ) Z S c LIJ Z Q� 00 o (0 Z O Z_ J Or _ W U - O W N Z U N Z Z O U FILE NO DWG. NO. REVISION REVISION CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 676 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE NU: 07 -215 MUP /CDP 10 -08 -07 07 -050 RH BY: RON DRAWING NO. 1727 -G SHEET 7 OF 13 Y W NQ {.L Z_OWw 1. LIJ O V MW (f)WOO O O V) Q in 0- LLB LLJ OOV)MF- r1XV)c<0 LL L. D V) L j (N N W C14 N .J ~ 0 0 ui Q I® vi Q H Qi. -Z � OV)�Z U WZ V/ W w V 0Q W o w of L 0- Z Of :D CL =) _j >aY> Q Q VJ /1 CL "5 Z V) m Z �wY � F_ Q CL U EL Q ) Z OU 0- V) Z LIJ Z Q� 00 o (0 FILE NO DWG. NO. REVISION REVISION CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: REPAIRS TO COASTAL BLUFF AND EXISTING STRUCTURES MR. JACK LAMPL PROPERTY, 676 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE NU: 07 -215 MUP /CDP 10 -08 -07 07 -050 RH BY: RON DRAWING NO. 1727 -G SHEET 7 OF 13 CHANGE NO DESCRIPTION APPR VED IRRIGATION NOTES S.G. I. DUE TO THE 5EN51TIVE NATURE OF THIS COASTAL BLUFF, TEMPORARY IRRIGATION SHALL BE ACCOMPLISHED BY MANUALLY OPERATED WATERING, AS NECESSARY, UNDER THE SUPERVISION OF THE OWNER'S LANDSCAPE MAINTENANGE'GONTRAGTOR. HAND WATERING MAY BE ACCOMPLISHED WITH THE USE OF LOW PRECIPITATION RATE EMMIITER5 AT EACH SHRUB, BUT ONLY IF A MAINTENANCE PERSON 15 ON -51TE, MONITORING SAID IRRIGATION. OTHERWISE THE IRRIGATION SHALL NOT BE ALLOWED. S.G. 2. EXISTING SLOPES ON THIS PROJECT ARE LARGE AND STEEP (MOSTLY 1.5:1 IN STEEPNESS). CONTRACTOR SHALL EXERCISE CAUTION AND SAFETY IN ALL MATTERS PERTAINING TO WORK ON THE SLOPE, 5.G. 5. BEFORE THE END OF b MONTHS INTO THE MAINTENANCE PERIOD, CONTRACTOR TO ADJUST LOCATION OF XERIBU6 TO AVOID SATURATED ROOT GROWN. I. CONTRACTOR SHALL INSTALL IRRI6ATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY. 2. PLANS ARE PRECISE, AND YET DIAGRAMMATIG. PRECISE LOCATION OF HEADS SHALL BE FIELD ADJUSTED TO MEET MINOR VARIATIONS IN PLAN. 5. CONTRACTOR SHALL CHECK AND VERIFY ALL 51TE CONDITIONS, UTILITIES, AND SERVICES PRIOR TO BEGINNING OF WORK. 4. GONTRAGTOR SHALL CHECK AND VERIFY WATER PRESSURE OF 15 P51 AT POINT OF CONNECTION (P.O.G.) AT BACKYARD PER PLAN, PRIOR TO BEGINNING OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. 5. POINT OF CONNECTION (P.O.G) SHALL BE AT EXISTING H05E BIBS AT BACK OF HOUSE. CONTRACTOR TO PROVIDE A NEW VACUUM BREAKER AT EXISTIN& H05E BIBS FOR THIS PROJECT. 6. FLUSH ALL PIPES GLEAN PRIOR TO IN57ALLIN6 SPRINKLER HEADS. 1. OBTAIN AN IRRIGATION GOVERAGE APPROVAL FROM THE LAND56APE ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF DESIRED INSPECTION TIME. 8. PROVIDE ANTI -DRAIN VALVES OF CORRECT LINE 51ZE WHERE FIELD CONDITIONS DEMAND, PER PLANS, AND /OR AS REQUIRED. q. ALL "DRIP" IRRIGATION DEVIGE5,.514ALL HAVE VALVES THAT SERVICE "DRIP" IRRIGATION AND SHALL BE INSTALLED WITH AN APPROVED FILTER, PER PLAN. 10. ALL TRENCHES SHALL BE WETTED AND REGOMPAGTED TO 110% MINIMUM UNDER FLATWORK AND 85% IN PLANTIN6 AREAS. II. CONTRACTOR SHALL MOUNT IRRIGATION SCHEDULIN6°6UIDELINE5 (PROVIDED BY LANDSCAPE ARCHITECT) TO OWNER FOR MANUAL OPERATION. CONTRACTOR 15 REQUIRED TO USE MULTIPLE STARTS FOR EACH VALVE TO ACHIEVE DEEP WATERING. 12. "A5- BUIL7" DRAWIN65 SHALL INCLUDE LOCATIONS OF ALL MAINS, VALVES, AND SPRINKLER HEADS, IF DIFFERENT THAN PLANS. LOCATE BY DIMENSIONING FROM TWO FIXED POINTS (CONTRACTOR MAY USE A BLUEPRINT OF THE SPRINKLER PLAN AND EDIT IN PERMANENT RED INK FOR THE AS -BUILT DRAWING) 13. PROVIDE THE FOLLOWING TOOLS AND MATERIALS AS PART OF TH15 CONTRACT: A. ALL EQUIPMENT OPERATION MANUALS AND GUARANTEES. B. 1 PLASTIC SEALED DIAGRAM OF SYSTEM AREAS. GET REDUCED PRINT FROM LANDSCAPE ARCHITECT. G. I A5 -BUILT DRAWINGS. R R 16 A T I O N L rz Gr= N O DATE BENCHMARK SCALE r 17 SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTION MONUMENT NO. O.C. 141 LOCATED ON EAST SIDE OF HWY 101, LOCATION' 150' SOUTH OF THE CENTERLINE OF EL HORIZONTAL' AS SHOWN RECORD EROMPORTAL STREET IN THE CITY OF ENCINITAS ELEVATION EL, 66,453' VERTICAL AS SHOWN DATUM NAVElff I I i4" B RB TRANSFER F N 1`I1G, TYPICAL, PER 1�ETAIL � I q � I ul 1 IL- - I I I I I I I I I I I. I I I I I I I I I I I I h \ FLEXIBLE BLACK STRIPE - COMPRESSION F6TTIN& TUBING, PER DETAIL E END GAP, SEE LEGEND; TYPICAL. wr P. EL\/ f P I �' 0" I „- I I Ao � 4 , MF &R DESCRIPTION MODEL- NOTES DRAINBIRD PRESSURE PG -5 INSTALL ON H16H 51DE OF PLANTIN6, 2 an 3/4n - - - -- _ — _______ o COMPENSATING 5 GAL. PLANTS, WITH Y4" TUBING STAKE FSIM. \ XERI -BUG EMITTER MOD #T5 -025 BY RAINBIRD, PER ON GRADE TEMPOR�tRY DETAIL - �z OD s SERMAD BERMADON AUTOMATIC MT SERIES I" SIZE, WITH PRESSURE REGULATING LATERAL LINE, LAYOUT, ON 6RADE WITH V:1.7. 5TABPLIZER, � \ VALVE. EXISTING MAIN LINE, METERING VALVE N N FILTER MOD# WITH PRF- 100-RBY, A TYPICAL, PERIDETAIL (TO BE FIELD LOCATED) BY RAINBIRD FER DETAIL - -- q ® KBI BALL VALVE BTU - SERIES LINE SIZE FOR MANIFOLD, PER DETAIL B ■ KBI ANTI -DRAIN / UGV SERIES LINE SIZE, USE 51-RIN& GHEGK VALVE ONLY q CHECK VALVE PER PLAN. INSTALL GORREG-LY WITH DIRECTION OF FLOW ON LATERAL LINE, ONE PER 12' OF HEAD, PER PLAN AND DETAIL O WILKIN5 PRESSURE VACUUM #120A - PER DETAIL BREAKER F a BROWNLINE UVR -FVG LATERAL 5GH. 40 USE ON GRADE LATERAL LINE, LAYOUT ON LINE GRADE WITH V. 1.7. STABILIZERS PER G DETAIL -- q GONNEGT LATERAL L INE TO FLEXIB -E TUBING WITH EASY FIT COMPRE55ION FITTIN65 SYSTEM ADAPTER MOD #MDGF50FTP, COUPLING MOD#MDFCOUP, AND TEE MOD#MDGFTEE, BY RAINBIRD, TYPICAL. — ANY UVR -PVC MAIN LINE 5GH. 40 USE ON GRADE LATERAL LINE, LAYOUT ON GRADE WITH V.I.T. STABILIZERS, PER G DETAIL -- -- a �`. RAINBIRD FLEXIBLE BLACK X65 - SERIE5 FLAGE ON GRADE W/ GALVANIZED STRIPE TUBING. STAKE DOWN MOD. #TD5 -050 W /BEND, BY RAINBIRD. A RAINBIRD COMPRESSION MDGFGAP AT EACH END OF BLACK STRIPE TUBING FITTING ENDGAP LINE INSTALL WITH GOUPLIN6 MOD. #MDFGOUP, BY RAINBIRD. \. RAINBIRD V4" DISTRIBUTION FT -025 INSTALL 1/4" BARB TRANSFER FITTING TUBING, FOR 51N6LE EMITTER OUTLET: USE MOD. #XBFIGONN AND CONTROL VALVE FOR DOUBLE EMITTER OUTLET: A -? 5PRINKLER ZONE # °- USE MOD. #XBFSTEE BY RAINBIRD. e. GALLONS PER MINUTE ZE OF REMOTE DATE BENCHMARK SCALE r 17 SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPTION MONUMENT NO. O.C. 141 LOCATED ON EAST SIDE OF HWY 101, LOCATION' 150' SOUTH OF THE CENTERLINE OF EL HORIZONTAL' AS SHOWN RECORD EROMPORTAL STREET IN THE CITY OF ENCINITAS ELEVATION EL, 66,453' VERTICAL AS SHOWN DATUM NAVElff I I i4" B RB TRANSFER F N 1`I1G, TYPICAL, PER 1�ETAIL � I q � I ul 1 IL- - I I I I I I I I I I I. I I I I I I I I I I I I h \ FLEXIBLE BLACK STRIPE - COMPRESSION F6TTIN& TUBING, PER DETAIL E END GAP, SEE LEGEND; TYPICAL. wr P. EL\/ f P I �' 0" I „- I I Ao � 4 , i' THESE TEMPORARY SYSTEMS SHALL BE DISCONNECTED AND REMOVED WITHIN 26 MONTHS AFTER PLANTING. - PRESSURE COMPENSATING I ��RIBUG EMITTERS, TYPICAL„ PER DETAIL - - - - - -- q 44 DISTRIBUTION TUBING, SEE LEGEND, TYPICAL. NOTE: PLAN 15 DIAGRAMMATIC. LOCATE MAIN, LATERAL 4 FLEX TUBE LINE AND VALVES IN51DE PLANTED AREA. LOCATE EMITTERS ON HIGH SIDE OF PLANT to 1'1-11 v v z}1.1p z z Try Q � X O oZ ILI � Q N l 5 ° 1 5 O 5 E O Z Z O I: J z O LL_ Z un Z Z z w O U Lily'N A zdw DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.drasla.com EX 1571 NCS r n r Crsl r � 1 � `l �K �( .' �_s� �r:• R� i/ I / blb NEPTUNE AVENUE 1 , r APN: 256 - 051 -01 -00 %i 34 ( I J CONNECT LATERAL LINE / \ /.j,.% FLEXIBLE TUBING AT HG 5T "METERING DRIP CONTROL VALVE, PORTION OF TUBING SY TYPICAL. PER DETAIL q �,l. -I - FIT COMPRESSION TTIN SYSTEM, TYPICAL. TEMPORARY BALL VALVE, - i� "T . i ADAPTER MOD. FCOJ P, TYPICAL. PER DETAIL B , ^Y; O COUPLING MOD. FGOU , I� AND TEE MOD. #M GFTEE BY F ® O of . TEMPORARY 54" PRESSURE VACUUM /�r %J ` 1 RAINBIRD, TYPICAL. BREAKER ASSEMBLY, PER DETAIL -- q OL 1 POINT OF CONNECTION AT EXI5TIN6 MAINLINE 0 A-2 A-5 SOUTH OF THE BUILDING (FIELD LOCATE). Z Z 1" 2.q 43 51 CONTRACTOR SHALL CHECK AND VERIFY WATER oy O PRE55URE 15 AT LEAST 50 P51 AT POINT OF L4-I CONNECTION (P O G), BUT NO MORE THAN 80 F 5.1. - #(— d ;.., - 3 FL l l / 3/4n - - - -- _ — _______ o / \ 1 i' THESE TEMPORARY SYSTEMS SHALL BE DISCONNECTED AND REMOVED WITHIN 26 MONTHS AFTER PLANTING. - PRESSURE COMPENSATING I ��RIBUG EMITTERS, TYPICAL„ PER DETAIL - - - - - -- q 44 DISTRIBUTION TUBING, SEE LEGEND, TYPICAL. NOTE: PLAN 15 DIAGRAMMATIC. LOCATE MAIN, LATERAL 4 FLEX TUBE LINE AND VALVES IN51DE PLANTED AREA. LOCATE EMITTERS ON HIGH SIDE OF PLANT to 1'1-11 v v z}1.1p z z Try Q � X O oZ ILI � Q N l 5 ° 1 5 O 5 E O Z Z O I: J z O LL_ Z un Z Z z w O U Lily'N A zdw DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.drasla.com EX 1571 NCS r n r Crsl r � 1 � `l �K �( .' �_s� �r:• R� i/ I / blb NEPTUNE AVENUE 1 , r APN: 256 - 051 -01 -00 %i 34 ( I J CONNECT LATERAL LINE / \ /.j,.% FLEXIBLE TUBING AT HG 5T "METERING DRIP CONTROL VALVE, PORTION OF TUBING SY TYPICAL. PER DETAIL q �,l. -I - FIT COMPRESSION TTIN SYSTEM, TYPICAL. TEMPORARY BALL VALVE, - i� "T . i ADAPTER MOD. FCOJ P, TYPICAL. PER DETAIL B , ^Y; O COUPLING MOD. FGOU , I� AND TEE MOD. #M GFTEE BY F ® O of . TEMPORARY 54" PRESSURE VACUUM /�r %J ` 1 RAINBIRD, TYPICAL. BREAKER ASSEMBLY, PER DETAIL -- q OL 1 POINT OF CONNECTION AT EXI5TIN6 MAINLINE 0 A-2 A-5 SOUTH OF THE BUILDING (FIELD LOCATE). Z Z 1" 2.q 43 51 CONTRACTOR SHALL CHECK AND VERIFY WATER oy O PRE55URE 15 AT LEAST 50 P51 AT POINT OF L4-I CONNECTION (P O G), BUT NO MORE THAN 80 F 5.1. - #(— d ;.., - 3 FL l l 3/4n - - - -- _ — _______ o \ 1 ON GRADE TEMPOR�tRY (; EXISTING Y ANTI- SIPHON \ �z OD �-L- j LATERAL LINE, LAYOUT, ON 6RADE WITH V:1.7. 5TABPLIZER, � \ VALVE. EXISTING MAIN LINE, N N TYPICAL, PERIDETAIL (TO BE FIELD LOCATED) O O ON &RAVE MAIN NNE 5GH 4 UVR -FVG BROWNLIN W 65 ANTI -DRAIN (CHECK) VALVE, LATERAL LINES TO BE FIXED TEMPORARILY TO Q Q 7YFIGIf4L, FER DETAIL PATIO PAVING ADJ. TO RAILING AND ONTO SEAWALL r 1 U U u q W/ APPROVED CLAMPS (THIS SYMBOL ), TYPICAL. USE AS MANY AS NECESSARY 8' O.G. MAX. `\ z Q EX 1571 N67 uz � z z 1 1 RES 1 nF.1�lG Q i- - NOTES' 660 NEPTUNE AVENUE APN: 256 - 051 -Iq -00 �� I z z z LL � z I. PROPOSED IRRIGATION SYSTEM 15 ON A TEMPORARY BASIS ONLY. IT 15 ESTIMATED THAT PROPOSED PLANT MATERIAL z W cl-, LL WILLBE ESTABLISHED AT 26 MONTHS AFTER INSTALLATION, I fEL AT WHICH TIME THE IRRIGATION SYSTEM SHALL BE GAPPED I 0 Z z z z z AND DISCONNECTED. I - 2. DRIP IRRIGATION SYSTEM 15 FOR ESTABLISHMENT OF z z CONTAINER PLANTED SPECIES (ESTIMATED TO BE WITHIN 2(b > W z W MONTHS). Q I I L i z z W Y _D z FOR I RR 16A71 ON DET?� I 5 Sir i-t � $ � o � L S �� zz �z N O R T H POR I RRI6A7I ON SPEC I F I CA7I ONS, 10 L-LI Z z o CD ---- - - - - -- - - - - - - -- L � � 0 4 8 16 - -_ Z �D (_0 BMP PROJECT STATUS FILE NO. TEMPORARY IRRIGATION PLAN -_ -_ -_ -- DAIE 1 10 14 1ANDARD PROJFCI SCALE: 1/8" = 1' -0 SCALE: I/8 " =1' -O" `j o/ -oso DWG NO. Lompl Property -01 PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT - REVISION - -- - - - -- _ ASriullr - - - -- LIVENHAIN MU AL - - -- REVISION R ICT REVISION (� y REVISION -- ' 9 l q DFSIGNFD BY. SIG DATE SIGN DATL SI — ATE Si — - -- -- - - -- DA1E S DATE - - CIIFCKED BY: ROM DGNED BY DRAWN_BY CiECKEU BY ESI -- DR �B - DR ENGINEERING DEPARTMENT APPROVAJA CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHI GEOTECHNICAL CONSULTANT PLANS PREPA D UNDER SUPERVIS1DN OF RECOMMENDED APP - GRADING PLAN FOR' COASTAL BLUFF AND EXIS ING S RUC URES DATE 1 -10 -14 REPAIRS TO 11727 -G MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 R.L.A. NO., 1962 MASIH MAHER GLENN P U' AND 9 -30 -15 2 if MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 JAMES KNOWLTON DAVID W. REED EXP. - DATE DATE PLANNING CASE NO 07 -215 MUP /CDP SI ITT I 8 ❑E 13 CHANGE NU, III DESCRIPTION APPRU ED HATE BENCHMARK SAN DIEGO COUNTY VERTICAL CONTROL DESCRIP T [ON MONUMENT N0. O.C. 141. I, q/ DATED ON EAST SIDE OF HWY 101, ELEVATION' EL. 66 SOUTH OF THE CENTERLINE N E DATUM ILIN EL STREET IN THE CITY OF ENCIN RECORD FRUM!PORTAl453' SCALE HORIZONTAL AS-,-SHOWN VERTICAL: AS SHOWN ■ PLAN SYMBOL PLAN SYMBOL CONTROL VALVE SPRINKLER ZONE # FINISH GRADE, GALLONS PER MINUTE ON SLOPE 9.8 ON GRADE LATERAL SIZE OF METERED VALVE LINE, PER NOTES. CHECK VALVE, PER PER PLAN. INSTALL IN CORRECT DIRECTION. 5XT FEMALE ADAPTER. _ e -- ON GRADE LATERAL - - - LINE, PER NOTES. I _ ;rr DIRECTION OF FLOW TEMPO O NOT TO SCALE PLAN SYMBOL MAN TOOL XM -TOOL TO CONNECTOR DIRECTLY -INGH POLYETHYLENE TUBING. z- !/2-INCH POLYETHYLENE RAIN BIRD X55 BL SHRUB !/4- INCH BARB TEE CONNECTOR MOD # 1/4-INCH TUBING: FINISH GRADE POLYETHYLENE DISTRIBUTION N SLOPE. FIT I TUBING RAIN BIRD III TEMPO NOT TO SCALE l �, ILL II STABILIZERS, 1 EA. SIDE, PER DETAIL G RARY ANT I -nRA I N YA YE NOTE: USE XER SINGLE - OUTLET EMITTER: INSERT PRESSURE COMPENSATING MODULE PG -12. C INTO I/2 INSTALL ON HIGH SIDE OF PLANTING, WITH %a" TUBING STAKE MOD #15 -025 BY RAINBIRD. TUBING: BLACK STRIPE TUBING \ MOD #XBF3TEE OR - \ XBFIGONN BY RAIN BIRD TRIBUTION PT -025 ya -INGH TUBING STAKE: III — RAIN BIRD T5 -025 ' RARY XER I -BUG EMITTER PRESSURE VACUUM -� BALL VALVE 5XT. ADAPTER. z F (V BREAKER BALL VALVE F 5RA55 NIPPLE N W 06 5XT. ADAPTER. — Y 43 COPPER RISER.— Q - COPPER ELL. BRA55 NIPPLES - COPPER RISER. FIN. GRADE. --\ MAIN LINE TO VALVES 5XT ADAPTER. CONNECT TO EXISTING MAINLINE GONG THRUST BLOCKS 5X7. P.V.G. FEMALE 12' X 12" X12" EA. ADAPTER. TEMPORARY PRESSURE VAGGUM BREAKER ASSEMBLY CUE GEOTFCHNICAL CONSULTANT -IES KNOWLTON BACK FLUSH PRESSURE REGULATING FILTER, RBF- 100 -BFF LATERAL PIPE -� PVC 5GH 40 — FEMALE ADAPTER, TYPICAL — - PLAN SYMBOL PLAN SYMBOL FIN15H GRADE (W/ MULCH) 1/2" BELOW VALVE — BOX TOP IN SHRUB PLANTING AREA. PLASTIC JUMBO VALVE BOX W/ U.V. INHIBITORS PER SPECS. FLOW �o 4 AUTOMATIG METERING VALVE. — PVC. MALE ADAPTER. PVC. 5GH. 40 NIPPLE. PVC. 5X5 ELL. PVC. 5GH. 40 NIPPLE. ® PVG TEE OR ELL. BRIGK.--� PVC MAIN. (OPTIONAL). PEA GRAVEL. TEMPORARY AUTOMATIC METERING VALVE W/ BAGKFLUBH PRESSURE REGULATING FILTER NOT TO 50ALE I II 11 ♦ /AI I2 C11 TO VALVE SUMP. 6" X 6" TEMPORARY BALL YALYE NOT TO SCALE 5GH 40 - UVR -PVC A=- CI I INLINE FROM H05E BIBS POINT OF CONNECTION 5GH 40. UVR -PVC BROWNLINE MAINLINE LINE AS - OGCURS, FIXED ON TO PATIO PAVING OR SEAWALL WITH APPROVED CLAMPS AND 5GREW5. 0 A I O Z Z U I� J LL O w un z- 0 u� LU Z O U I 7 ,row DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.drosio.com W7 OF )— "f Z O Ul of OL H Iff 1— _ -_ -- - — – _ -- - - Lamol Property -01 PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVISION SIGN DATE j SIGN - DF_S_IGNED BY DRAWN BY CHECKED DR - - - GB I �R PLANS PR .D UNDER SUPERVISION OF DATE 1 -10 -14 R.L.A. ND,: 1962 DAVID W REED I- XPn 9 -30 -15 O IVENHAIN MUNICI AL REVISION REVISION REVISION y�7�►y DESIGNED BY - —_--- RII DAME SIGN DATE SIGN E SI DATE -- CHECKED BY RDm ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RECOMMENDE4 APPR GRADING PLAN FOR REPAIRS TO COASTAL- BLUFF AND EXIS] ING S1RUC ORES 1 1 727 G MASIH MAHFR GLENN PRUT MR. JACK LAMPL PROPERTY 678 NFPIUNF AVENUE, FNCINIIAS, CA 92024 AND 22. 4- MR. SCOTT BASKIN PROPFRIY 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 - - -_- DAIS DATE PLANNING CASE NU 07 --215 MUP/CDP 1 SI ITC I 9 ❑E 13 I RR I GAT I ON SPr=C f l CAT I ONS PARTI - GENERAL 1.01 DESCRIPTION A. WORK DISCUSSED IN THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE DRAWIN65. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST STANDARDS OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE DRAWINGS, NOTES, AND THESE 5PECIFICA7ION5. B. IRRIGATION AND LANDSCAPE WORK MAY BE DONE CONCURRENTLY, HOWEVER, PLANTING MAY NOT START IN ANY SECTION PRIOR TO INSPECTION AND APPROVAL OF THE SPRINKLER WORK. G. PRIOR TO EXCAVATION FOR IRRIGATION PIPE, LOCATE ALL ELECTRICAL GABLE CONDUITS AND ALL UTILITY LINES 50 THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS OR EXISTING CONDITIONS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND PIPE LOCATIONS, PROMPTLY NOTIFY THE OWNER WHO SHALL ARRANGE FOR RELOCATION OF ONE OR THE OTHER. FAILURE TO FOLLOW THI5 PROCEDURE PLACES UPON THE CONTRACTOR THE RE5PON515ILI7Y FOR (AT HI5 OWN EXPENSE) MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FOR WORK HEREUNDER. 1.02 SPECIAL CONDITIONS THE GENERAL CONDITIONS ARE A PART OF THI5 SECTION AND THE CONTRACT FOR THI5 WORK, AND APPLY TO THI5 SECTION FULLY AS IF REPEATED HERE.' 1.03 GENERAL REQUIREMENTS FURNI5H AND INSTALL IRRIGATION SYSTEM, INCLUDING ANY INCIDENTAL WORK NOT SHOWN OR SPECIFIED WHICH CAN REASONABLY BE INFERRED AS PART OF THE WORK, AS NECESSARY TO PROVIDE A COMPLETE AND WORKABLE SYSTEM. 1.04 WORK INCLUDED THE FOLLOWING ITEMS ARE DETERMINED TO BE A PART OF THE IRRIGATION WORK (OR WORK OF LANDSCAPE 5UBGONTRAGTOR) WHEN APPLICABLE TO THE PLANS. A. P.O.G. CONNECTION OF SYSTEM TO EXISTING WATER SUPPLY 5. REVIEW OF UTILITY PLANS SHOWING OTHER UNDERGROUND FACILITIES. G. TRENCHING AND BAGKFILL. D. ALL IRRIGATION MATERIAL AND EQUIPMENT INDICATED ON DRAWINGS. E. WATER CONNECTION. 1.05 CODES, RULES, AND SAFETY ORDERS ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE LATEST RULES AND REGULATIONS OF THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL 5AFE7Y; THE UNIFORM PLUMBING CODE PUBLISHED BY THE WE57ERN PLUMBING OFFICIALS' ASSOCIATION; AND OTHER APPLICABLE LAV45 OR REGULATIONS. NOTHING IN THESE DRAWIN65 OR SPECIFICATIONS 15 TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 1.06 SUBSTITUTIONS AND APPROVAL WHEREVER THE TERMS "APPROVE" "APPROVAL ", OR "APPROVED EQUAL" ARE USED IN THE PLANS 4 5PECIFIGATION5, THEY SHALL MEAN THE APPROVAL OF LANDSCAPE ARCHITECT IN WRITING. 1.07 5CHEDULE OF WORK SCHEDULE AND COORDINATE HYDR05EEDIN6 AND WATER CONNECTIONS, AND THE PLACEMENT OF MATERIAL AND EQUIPMENT IN A MANNER THAT WILL EFFECT THE EARLIEST COMPLETION OF THE WORK IN CONFORMANCE WITH THE CONSTRUCTION PROGRESS SCHEDULE. PART 2 - DELIVERY, STORAGE AND HANDLING 2.01 NOTIFICATION PROVIDE NOTIFICATION OF DELIVERY SCHEDULE IN ADVANCE 50 MATERIAL MAY BE INSPECTED UPON ARRIVAL AT THE JOB SITE. REMOVE UNACCEPTABLE MATERIAL FROM THE JOB SITE IMMEDIATELY. 2.02 PROTECTION A. PROTECT WORK AND MATERIALS UNDER THI5 SECTION FROM DAMAGE DURING CONSTRUCTION AND 57ORASE. POLYVINYL CHLORIDE (PVC) POLYETHELINE PIPE (P.E.) AND FITTINGS SHALL BE SHIELDED FROM DIRECT SUNLIGHT. B. A55UME ALL RESPONSIBILITY FOR DAMAGE TO EXISTING CONSTRUCTION AND RESTORE PROPERTY TO ITS CRIC71NAL CONDITION SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK OF THI5 SECTION. G. HANDLE PLASTIC PIPE AND FITTINGS CAREFULLY AND STORE UNDER COVER TO AVOID DAMAGE. BEDS ON WHICH MATERIALS ARE STORED MUST BE FULL LENGTH OF PIPE TO AVOID DAMAGE. ANY PIPE THAT HAS BEEN DAMAGED OR DENTED SHALL NOT BE USED IN THE WORK. PART 3 - MATERIALS 5.01 GENERAL ALL MATERIALS THROUGHOUT THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION. FOR ALL MATERIALS, AN INVOICE SHALL BE SUBMITTED SHOWING QUANTITIES OF MATERIALS. 3.02 DESCRIPTION A. PLA5TIG PIPING: ALL MAIN LINE PIPE SHALL BE AN APPROVED BRAND, CLA55 315 PVC. ALL LATERAL PIPE TO SPRINKLERS SHALL BE SCH 40 UVR -PVC, TYPE 1120 -1220 POLYVINYL CHLORIDE (PVC) PIPE. ALL PIPE SHALL CONFORM TO A5TM D1185 AND A5TM D2241. B. PLASTIC FITTINGS AND OTHER PARTS: SCHEDULE 40, POLYVINYL CHLORIDE (PVC) STANDARD WEIGHT, AS MANUFACTURED BY SLOANE, LA5G0, OR AN APPROVED EQUAL, A5TM D2464, A5TM D2466, OR A5TM P2461 AS REQUIRED. G. SOLVENT CEMENT: COMPATIBLE WITH PVC PIPE AND OF PROPER GON515TENGY. NO MIXING OF SOLVENT WITH THINNER WILL BE ALLOWED. D. PIPE PRIMER: COMPATIBLE WITH PVC PIPE AND OF PROPER CONSISTENCY. E. DRIP EMMITER5: OF MANUFACTURERS SPECIFIED IN LEGEND OF DRAWIN65. F. FLEXIBLE (BLACK 5TRIPE) TUBING AND DIST. TUBING:OF THE MANUFACTURE 5PEGIFIED IN LEGEND ON DRAWIN65. DRIPPER FLOW RATE AND SPACING SHALL BE AS INDICATED ON DRAWIN65. • I. DRIPLINE FITTINGS: ALL CONNECTIONS SHALL BE MADE WITH DRIPLINE (MANUFACTURE APPROVED) INSERT FITTIN65. • 2.501L STAPLES: ALL ON- 5URFAGE INSTALLATIONS SHALL BE HELD IN PLACE WITH 501L STAKE DOWN5 SPACED EVENLY EVERY 5' ON CENTER, AND WITH TWO STAKE DOWN5 ON EACH CHANGE OF LOCATION. 6. LINE FLUSHING VALVES: OF THE MANUFACTURE 5PEGIFIED IN LEGEND ON DRAWIN65. ALL DRIPLINE SYSTEMS SHALL BE INSTALLED WITH AN AUTOMATIC LINE FLUSHING VALVES AS INDICATED ON DRAWIN65. DRIPLINE WITH INTEGRATED CHECK VALVES DO NOT REQUIRE AN AUTOMATIC LINE FLUSHING VALVE BUT MUST HAVE A MANUAL FLUSHING PORT(5) IN THE POSITION THAT AN AUTOMATIC FLUSH VALVE WOULD BE POSITIONED. H. AIRIVACUUM RELIEF VALVES: OF THE MANUFACTURE SPECIFIED IN LEGEND ON DRAWIN65. EACH INDEPENDENT DRIPLINE SUBSURFACE IRRIGATION ZONE SHALL BE INSTALLED WITH AN AIR/VACUUM RELIEF VALVE AT THE ZONE'S HIGHEST POINT(5). DRIPLINE WITH INTEGRATED CHECK VALVES ZONES DO NOT REQUIRE AN AIRA/AGUUM RELIEF VALVE. CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SAN DIEGO COUNTY VERTICAL CONTROL COE GEOTECHNTCAL CONSULTANT �� • C. •� DESCPIPTIMN MONUMENT NO. O.C. 141. __._ J • LOCATED ON EAST SIDE OF HWY 101, - - - - - - LOCATION HORIZONTAL; AS SHOWN 150 SOUTH OF THE CLN fERLINE OF EL - -- -__- - ----- _ RECORD F ROMPORTAL STREET IN THE CITY OF ENCINITAS _ ELEVATION' EL, 66453' VERTICAL' AS SI10WN DATUM' NAVD88 -- - - - JAM PART 4 - INSTALLATION 4.01 LAYOUT A. LAYOUT WORK AS ACCURATELY A5 POSSIBLE TO THE DRAWINGS. THE DRAWINGS, THOUGH CAREFULLY DRAWN, ARE GENERALLY DIAGRAMMATIC TO THE EXTENT THAT PIPE NOT SHOWN. JOB CONDITIONS WILL NOT ALWAY5 PERMIT LOCATING PIPING, VALVES, AND HEADS WHERE SHOWN. WHEN THIS 517UATION OCCURS, IT SHALL BE BROUGHT TO THE OWNER'S ATTENTION IMMEDIATELY AND THE RELOCATION DETERMINED IN A JOINT CONFERENCE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RELOCATING OF ANY ITEMS WITHOUT FIRST OBTAINING OWNER'S APPROVAL. HE SHALL REMOVE AND RELOCATE SUCH ITEMS AT HIS OWN EXPENSE IF 50 DIRECTED BY THE OWNER. B. MINOR CHANGES IN LOCATIONS TO THE ABOVE FROM LOCATIONS 5HOWN SHALL BE MADE WHEN DIRECTED BY OWNER AT NO ADDITIONAL 005T (TO THE OWNER) PROVIDING SUCH CHANGE 15 ORDERED BEFORE SUCH ITEMS OF WORK, OR WORK DIRECTLY CONNECTED TO SAME ARE INSTALLED, AND PROVIDING NO ADDITIONAL MATERIALS ARE REQUIRED. 4.02 EXCAVATING AND TRENCHING (NO TRENCHING ON 5LOPE). A. PRIOR TO EXCAVATION, LOCATE ALL UTILITIES. SEE NOTE 1.01 G AT THE BEGINNING OF THI5 SECTION. PERFORM ALL EXCAVATIONS AS REQUIRED FOR THE INSTALLATION OF THE WORK INCLUDED UNDER THIS SECTION, INCLUDING SHORING OF EARTH BANKS TO PREVENT GAVE -INS. RESTORE ALL SURFACES, EXISTING UNDERGROUND INSTALLATIONS, ETC., DAMAGED OR GUT AS A RESULT OF THE EXCAVATIONS, TO THEIR ORIGINAL CONDITION AND IN A MANNER APPROVED BY OWNER. B. ALL TRENCHES SHALL BE A MINIMUM OF & INCHES FROM PAVING. TRENCHING ADJACENT TO STRUCTURES SHALL BE CLEARLY OUTSIDE THE ANGLE OF INFLUENCE OF FOOTINGS (A HORIZONTAL DISTANCE TWICE THE DEPTH FROM FINISHED GRADE TO THE TOP ONE THIRD OF THE FOOTING). G. TRENCHES SHALL BE MADE WIDE ENOUGH TO ALLOW A MINIMUM OF 4 INCHES BETWEEN PARALLEL PIPE LINE5. MAINTAIN A MINIMUM OF I INCH VERTICAL CLEARANCE BETWEEN LINES. TRENCHES FOR PIPE LINES SHALL BE MADE OF SUFFICIENT DEPTHS TO PROVIDE THE MINIMUM COVER FROM FIN15H GRADE OF 12 -INGH MINIMUM COVER OVER LATERAL LINES TO HEADS. • I. 15-INCH MINIMUM COVER OVER MAINLINES TO REMOTE CONTROL VALVES. • 2.12-INCH MINIMUM COVER OVER LATERAL LINES TO HEADS. D. MAINTAIN ALL WARNING SIGNS, SHORING, BARRICADES, FLARES, AND RED 516NAL LANTERNS AS REQUIRED BY THE SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY AND ANY LOCAL ORDINANCES. 4.05 PIPE LINE A55EMBLY A. BAGKFLOW PREVENTER: INSTALL 12-INCH MINIMUM ABOVE GRADE WITH CONCRETE THRU57 BLOCKS. 5. REMOTE CONTROL VALVES: INSTALL WHERE SHOWN. GROUP TOGETHER WHERE PRACTICAL. PLACE NO GL05ER THAN 3 INCHES AND PARALLEL TO PAVING, AND HOUSE IN VALVE BOXES WITH TOPS SET TO GRADE. G. PLASTIC PIPE AND FITTINGS: PIPE MAY BE ASSEMBLED AND WELDED ON THE 5URFAGE. SNAKE PIPE FROM SIDE TO SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. SOLVENT -WELD PLA5TIG PIPE AND FITTINGS, U51N6 SOLVENTS AND METHODS AS RECOMMENDED BY MANUFACTURER OF THE PIPE, EXCEPT WHERE SCREWED CONNECTIONS ARE REQUIRED. PIPE AND FITTINGS SHALL BE THOROUGHLY GLEANED OF DIRT, DUST, AND MOISTURE BEFORE APPLYING SOLVENT. INSTALL PIPE AT TEMPERATURES OVER 40 DEGREES F. IMPORTANT! GLEAN OFF EXCESS SOLVENT. ALL WELDED JOINTS SHALL GURE AT LEAST 15 MINUTES BEFORE MOVING OR HANDLING, AND AT LEAST 24 HOURS BEFORE WATER 15 PERMITTED IN THE PIPE. D. PLASTIC TO METAL PIPE CONNECTIONS: MAKE ALL CONNECTIONS BETWEEN PLASTIC PIPE AND METAL PARTS OR PIPE WITH THREADED FITTINGS USING PLASTIC MALE ADAPTERS. APPLY A NON - HARDENING PIPE DOPE OR TEFLON TAPE TO MALE THREADS. TAKE UP WITH LIGHT WRENCH PRESSURE. E. DRIP EMMITER5: INSTALL ON HIGH 51DE OF PLANT BA51N F. PLUGGING PIPE: GAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE ENTRANCE OF MATERIALS THAT COULD OBSTRUCT THE PIPE, AND LEAVE IN PLACE UNTIL REMOVAL 15 NECE55ARY FOR COMPLETION OF INSTALLATION. 6. FLUSHING IRRIGATION SYSTEM: THOROUGHLY FLUSH OUT ALL WATERLINES, THEN INSTALL HEADS, VALVES, AND OTHER HYDRANTS. TEST IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: • 1. REQUEST THE PRESENCE OF OWNER OR HI5 REPRESENTATIVE AT LEAST FORTY -EIGHT (48) HOURS IN ADVANCE OF TESTING. TEST 15 TO BE ACCOMPLISHED AT THE EXPENSE OF CONTRACTOR, AND IN THE PRESENCE OF THE OWNER OR HIS REPRESENTATIVE IF SO DESIRED, OR WITH SUBMITTAL OF RECORDED RESULTS OF TEST. • 2. CENTER LOAD PIPING WITH SUFFICIENT AMOUNT OF BAGKFILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE. APPLY CONTINUOUS WATER PRESSURE OF THE NUMBER OF POUNDS PER SQUARE INCH SPECIFIED ON THE PLANS AT THE POINT OF CONNECTION. A. PRE55JRE LINES TO BE TESTED FOR FOUR HOURS. B. LATERAL LINES TO BE TESTED FOR TWO HOURS. • 3. REPAIR LEAKS RESULTING FROM TESTS AND RETEST UNTIL SYSTEM MEETS 5PEGIFIED TESTS. H. DRIPPERLINE INSTALLATION: • I. INSTALL ALL FLEXIBLE PIPE (BLACK STRIPE) TUBING AS INDICATED ON DRAWINGS. USE ONLY TEFLON TAPE ON ALL THREADED CONNECTIONS. • 2. CLAMP FLEXIBLE PIPE (BLACK STRIPE) TUBING FITTINGS WITH GALVANIZED STAKE DOWN MOD. #7D5 -050 KBEND, BY RAINBIRD ® V O.G. MAX • 3. GAP OR PLUG ALL OPENINGS AS SOON AS LINES HAVE BEEN INSTALLED TO PREVENT THE INTRJ510N OF MATERIALS THAT WOULD OBSTRUCT THE PIPE. LEAVE IN PLACE UNTIL REMOVAL 15 NECESSARY FOR COMPLETION OF INSTALLATION. 4. THOROUGHLY FLUSH ALL WATER LINES BEFORE INSTALLING VALVES AND OTHER HYDRANTS. • 5. TE57 IN ACCORDANCE WITH PARAGRAPH ON HY12RO57ATIG TESTS. I. UPON COMPLETION OF THE TESTING, THE CONTRACTOR SHALL COMPLETE ASSEMBLY AND ADJUST SPRINKLER HEADS FOR PROPER DISTRIBUTION. 4.04 BAGKFILL AND COMPACTING A. AFTER SYSTEM 15 OPERATING, AND REQUIRED TESTS AND INSPECTIONS HAVE BEEN MADE, BAGKFILL EXCAVATIONS AND TRENCHES WITH GLEAN SOIL, FREE FROM RUBBISH. B. BAGKFILL FOR ALL TRENCHES, REGARDLESS OF THE TYPE OF PIPE COVERED, SHALL BE COMPACTED TO 90% DENSITY. PART 5 - JOB COMPLETION 5.01 "A5 5UILT" IRRIGATION DRAWIN65 PREPARE AN "AS- BUILT" DRAWING ON A BLUELINE PRINT WHICH SHALL SHOW DEVIATIONS FROM THE BID DOCUMENTS MADE DURING CONSTRUCTION AFFECTING THE MAIN LINE PIPE, CONTROLLER LOCATIONS, VALVES AND SPRINKLER HEADS. THE DRAWIN65 SHALL BE DELIVERED TO OWNER OR HIS REPRESENTATIVE BEFORE FINAL ACCEPTANCE OF WORK. LANDSCAPE CONTRACTOR SHALL KEEP REDLINES A5- BUIL75 UP TO DATE IN A DAILY BASIS. 5.02 GUARANTEE A. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM DATE OF ACCEPTANCE AGAINST ALL DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP. GUARANTEE SHALL AL50 COVER REPAIR OF DAMAGE TO ANY PART MATERIAL, EQUIPMENT AND WORKMANSHIP TO OF THE PREMISES, RESULTING FROM LEAKS OR OTHER DEFECTS IN AL, , THE SATISFACTION OF OWNER OR HIS REPRESENTATIVE. B. REPAIRS, IF REQUIRED, SHALL BE DONE PROMPTLY UPON NOTIFICATION BY OWNER OR HIS REPRESENTATIVE AT NO ADDITIONAL COST. G. MAINTENANCE DATA: SUBMIT MAINTENANCE DATA AND PARTS L1575 FOR IRRIGATION SYSTEM MATERIALS AND PRODUCTS. INCLUDE THESE DATA, PRODUCT DATA, SHOP DRAWINGS AND RECORD DRAWINGS IN MAINTENANCE MANUAL. BMP PROJECT STATUS STANDARD PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT OR LIVENHAIN MUNICIPAL TER DISTRICT, SIGN - - DArE SIGN gDATE - A?E SIGN - - -- - - ATC - - -- - DA 7F - -7 -- _T�F�rnlrn nv, _lnnn„ni nv -_T ri irrvc -n vT- PLANS PREPA D UNDER SUPERVISION OF DATE 1-10-14 R.L.A. NO: 1962 DAVID W. REED EXP: 9 -30 -15 z Z O I J LI-I C) 'LI cnzl 09 Z z L -I O O a 7445d DAVID REED LAN DSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.droslo.com Vl O V Lj CNUINLtKINta ULYAK I MLN I AF'F'KUVAL - W I Y OF tNGINI I A5 - GNUINttKINIa JtKVIGtJ ULPRAK I MtN I UKAVVINU NU. RECOMMENDED' APPR GRADING PLAN FOR .110" REPAIRS TO COASTAL- BLUFF AND EXISTING SIRUCTURES 11727 -G MASIH MA ER GLENN PRUIM MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, FNC'NITAS, CA 92024 AND t /22-14. 9/A/ MR. SCOTT BASKIN PROPERTY, 660 NEPTUNF AVENUE, FNCINITAS, CA 92024 DATE DATE PLANNING CASE NO 07 -215 MUP /GDP SNIPE 1 10 ❑F 13 W CN N m OC 0-) Q Q I O O Q Q n __ . .. '_ Z k_ Z 0 �%� > Z z Z Z U L L' W W a_ LLI r O � � � Oz a-z z n Z z W Z W - u/ Q z Q u� x > Q LU z m W z Q Q W 0 IL W D Z U) Z W Z ' 0 O Q (_0 CO FILE NO. DAIL 1 10.. 1.4 PRDJECI Di - -__- Dao DWG- NO- Lampl Property-01 REVISION z- *sus T REVISION - REVISION REVISION DESIGNED BY: RII CIiECKED BY RDM CNUINLtKINta ULYAK I MLN I AF'F'KUVAL - W I Y OF tNGINI I A5 - GNUINttKINIa JtKVIGtJ ULPRAK I MtN I UKAVVINU NU. RECOMMENDED' APPR GRADING PLAN FOR .110" REPAIRS TO COASTAL- BLUFF AND EXISTING SIRUCTURES 11727 -G MASIH MA ER GLENN PRUIM MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, FNC'NITAS, CA 92024 AND t /22-14. 9/A/ MR. SCOTT BASKIN PROPERTY, 660 NEPTUNF AVENUE, FNCINITAS, CA 92024 DATE DATE PLANNING CASE NO 07 -215 MUP /GDP SNIPE 1 10 ❑F 13 I I I I w p I o I � I I Ul , I I 1 I / I x I I � I � I � I � I PRUNE AND /OR OUT BACK I EXI5TING VEGETATION ' WITHIN THI5 AREA \ (THI5 SYMBOL M ) \ AS REOV FOR i RECONSTRUCTION, TYPICAL I I \t MELALEUGA NE50PHILA, (THIS SYMBOL TYPICAL � r I L- - - - - -- �1 \ MYOPORUM LAETUM, (THI5 SYMBOL �� ) / TYPICAL APPROX I MATE ARE OF EXISTING SLOPE FAILURE. I 1 I it j j f I I I N "1 5 -------------------------- In 11-11 vvz0 z z �N —til Q 1 LU (14 V/ X0) z.. Oz ,Il ' 4 U 0 %Z Q ## � U( E AS A FIRST ITEM OF WORK GONTRAGTOR SHALL PROVIDE THE \ \ I LAND5GIIAPE ARCHITECT WITH A COMPOSITE SOIL SAMPLE, \ ; - - -- ' ----- - - - - -- GOLLEOTED AT THE DIRECTION OF THE LANDSGAPE ARGHITEGT, OF \ I I + + + + + + 1 DP G + + ,- + + + + RG AB r r + + + GM GT I +'+ + +4 E I I < GG E GI GM G6 w _) + + RG I` + + ++ L4 im �y. I� III Ri =� q I RHU. INT. / 5 GAL. RI <. RII L� -- N i 5 EX I S71 NI:57 RES 1=�r- NC.E (675 NEPTUNE AVENUE APN: 256 - 051 -07 -00 ul zz >° — QP Ulr\ z0 LU (�`! X�z.. Oz �Q O L z O J LL O � � Un z U U) wZ O O \.L 7 F DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 ww .drasla.com Cl Signature - -- _- 30 at Ran ewel DePe Da � Z L \ 1 1"GI = I Lvo' = N C, I I SCIENTIFIC OR PRODUCT NAME COMMON NAME \\ 660 NEPTUNE AVENUE APN: 256 - 051 -Iq -00 1 ACACIA 5PEGIE5 N.G.N. 1 1 I ACACIA PRO5TRA7A PROSTRATE ACACIA \ 1 I GARPOBR01U15 EDULI5 HOTTEN07 PIG PIGKLEAEED I DROSANTHEMUM H15PIDUM R05EA ICE PLANT I I I LIMONIUM PEREZII SEA LAVENDER I I I MELALEUGA NE50PHILA PINK MELALEUGA I I I MYOPORUM LAETUM MYOPORUM I I I OXALIS SPECIES N.G.N. I I I I I I I M==ILD =NCwe 0 ROUGHgY EQUAL AMOUNTS, FROM A MINIMUM OF 6 LOGA7ION5 ON DLSCRIPTION APPR VED DATE BENCHMARK SCALE (660 NEPTUNE AVENUE APN: 256 - 051 -19• THE PROJEGT 51TE. 501L SAMPLE WILL BE PROGE55EP BY THE V) I EE� z t w LAND5PAPE ARCHITECT. AGTUAL SOIL AMENDMENTS WILL BE y �T— – — - -- — LJ BASEM ON THE RESULTS OF THE LAB TE57 OF THIS SAMPLE. THE _ FOR PL NTING LE6EN77, NOTES A_MEN MENT 5PEGIFIGATION5 HAVE BEEN GONSTRUED 50 AS TO z 11 a- W z z z ' GOVER M05T GON7IN6ENGIE5 FOR AMENDMENT, THEREBY / S, SEE SHEET I2 ELI MI A7IN6 THEf10551BILITY OF A GHANGE IN G05T. i Q PL NTING U� FOR SPEC I ATION5, SEE SHEET 15. rill J z z m ILL I i 1 I I I I 1 \ 1 I 1 \ I I \ HYDR05EED, TYPICAL I 1 I THI5 SYMBOL ( ® ) SDP 10 ENI. D.P. SEE LIST �L• (ALIT.) ERI. B.D✓ r I J COR. — cl MAR. - — — — 1 i I GAL. 0 —�2i -- — -- E \ -- — + GI EDP 33 ENC. GAL 5 0 + -' + E r Gi RI >— I6AL. + + - EDP M ea MAX. I I + + + + + + 1 DP G + + ,- + + + + RG AB r r + + + GM GT I +'+ + +4 E I I < GG E GI GM G6 w _) + + RG I` + + ++ L4 im �y. I� III Ri =� q I RHU. INT. / 5 GAL. RI <. RII L� -- N i 5 EX I S71 NI:57 RES 1=�r- NC.E (675 NEPTUNE AVENUE APN: 256 - 051 -07 -00 ul zz >° — QP Ulr\ z0 LU (�`! X�z.. Oz �Q O L z O J LL O � � Un z U U) wZ O O \.L 7 F DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 ww .drasla.com Cl Signature - -- _- 30 at Ran ewel DePe Da � Z L \ 1 1"GI = I Lvo' = N C, I I SCIENTIFIC OR PRODUCT NAME COMMON NAME \\ 660 NEPTUNE AVENUE APN: 256 - 051 -Iq -00 1 ACACIA 5PEGIE5 N.G.N. 1 1 I ACACIA PRO5TRA7A PROSTRATE ACACIA \ 1 I GARPOBR01U15 EDULI5 HOTTEN07 PIG PIGKLEAEED I DROSANTHEMUM H15PIDUM R05EA ICE PLANT I I I LIMONIUM PEREZII SEA LAVENDER I I I MELALEUGA NE50PHILA PINK MELALEUGA I I I MYOPORUM LAETUM MYOPORUM I I I OXALIS SPECIES N.G.N. I I I I I I I 1 EXISTING VEGETATION OUT OF I j I I i LLJ z ID- I--- O � 1 WORK AREA TO BE UNDISTURBED. i N o R T H 1 I I 0 Q z z co CD ---- ------- ----- - - - - -- 0 4 8 1 16 1 i ' 1 _ PLANTING PLAN I 0" 0 2 60 > 60 SCALE: I1e)'*' -o" BMP PROJECT STATUS FILE NO, N O R T H EXISTINIS CONDITION PLAN - 0 4 8 16 &mmm SCALE: 1/8" = l' -0 M==ILD =NCwe 0 CHANGE NO DLSCRIPTION APPR VED DATE BENCHMARK SCALE (660 NEPTUNE AVENUE APN: 256 - 051 -19• C) V) I EE� z t w y �T— – — - -- — LJ LL _ FOR PL NTING LE6EN77, NOTES 0 z 11 a- W z z z W z1 4 nETA S, SEE SHEET I2 Q Q PL NTING U� FOR SPEC I ATION5, SEE SHEET 15. x J z z m ILL 1 EXISTING VEGETATION OUT OF I j I I i LLJ z ID- I--- O � 1 WORK AREA TO BE UNDISTURBED. i N o R T H 1 I I 0 Q z z co CD ---- ------- ----- - - - - -- 0 4 8 1 16 1 i ' 1 _ PLANTING PLAN I 0" 0 2 60 > 60 SCALE: I1e)'*' -o" BMP PROJECT STATUS FILE NO, N O R T H EXISTINIS CONDITION PLAN - 0 4 8 16 &mmm SCALE: 1/8" = l' -0 SCALE: I /5 "= I' –O" 0 I CHANGE NO DLSCRIPTION APPR VED DATE BENCHMARK SCALE SAN DIEGO COUNTY VERTICAL CONTROL DES£RIPI ION MONUMENT NO. O.C. 141. LOCATION LOCATED ON EAST SIDE OF HWY 101, 150' SOUTH OF THE CENTERLINE OF EL RECORD FROMPORTAL STREET IN THE CITY OF ENCINITAS ELEVAIIHN EL_66453' DATUM' NAVD88 HORIZONTAL AS SHOWN. VERTICAL AS SHOWN y �T— – — - -- — -- _ 1_ DAIF 1 iD 14 SCALE: 1/8" = P -0 PROM cr S I ANDARD of oso DWG. N°. °mPI Property D, PUBLIC WORKS PLANNING AND BUILDING PARKS REVISION S AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT - - -- - - — ®fSSull --r -- OR OLIVENHAIN MUNICIPAL R ISI °" ATER DIS REVISION _...._- REVISION r � _ DFSIGNED BY SIG DATE SIGN DATE DATE DATE S DATE – - -- CIIFCKED BY RDM DESiDRE sv' DRA GB BY ci ECDRD BY ENGINEERING DEPARTMENT APPROV S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CUE GEUTECHNICAL CONSULTANT PLANS PR D UNDER SUPERVISIEN UE GRADING PLAN FOR' REC ❑MMENCE7, APP DATE 1 -10 -14 REPAIRS 0 COASTAL BLUFF AND EXISTING STRUCI URFS 11727 G 1962 MASIH MAIICE GLENN PRU M MR. JACK LAMPL PROPERTY, 6711 NEPTUNE AVENUE, ENCINHAS, CA 92024 R.L.A. NO AND JAMES KNOWLTON DAVID W. REED EXP 9 -30 -15 �.l2 ?f , �� MR. SCOTT BASKIN PROPER': Y, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 _ - -- DATE DATE PLANNING CASE NO 07 -215 MUP /CDP SI IFF I I1 DE 13 [1f9►1fII I 11 IIl!`.III'�I�I�R ,.m D N A 7 1 Y E C O N 7 A I N E R PLANT 5 ABBR. SIZE QTY. SCIENTIFIC NAME COMMON NAME HT. W ART. GAL. I GAL. q ARTEM151A GALIFORNIGA 'GANYON GRAY' HYBRID CALIFORNIA 5A6E5RU5H I' -2' 6' ATR. BRE. 5 GAL. 10 ATRIPLEX L. 'BREWERI' BREWER 5ALT5U5H 4' -6' 10' GAM. C.5. I GAL, MAX. 15 CAK55ONIA GHEIRANTHIFOLIA 55P. 5UFFRUTIC05A SUN CUP, BEACH EVENING PRIMROSE I' 3' GLE. 150. I GAL. MAX. 15 GLEOME 150MER15 BLADDER POD 3' -5' 5' GOR. MAR. I GAL. q COREOP515 MARITIMA SEA DAHLIA GORETHROGYNE FLANGINIFOLIA 55P. LINIFOLIA DEL MAR MESA SAND ASTER ENG. GAL. I GAL. MAX. 33 ENGELIA GALIFORNIGA CALIFORNIA ENCELIA 51 4 ERI. D.P. I GAL. 10 ERIOGONUM 'DANA POINT' DANA POINT BUGKWHEAT 1' -3' 51+ ALT. ERI. B.D. 16AL. GOLDFIELDS ALT.:ERIO60NUM FA5CICULA7UM 'BRUCE DICKINSON' PROSTRATE CALIFORNIA BUCKWHEAT 1' -2' 3' -6' RHA. GAL. 5 GAL q RHAMNU5 CAL IFORNICA CALIFORNIA COFFEEBERRY 5' -15' 10' RHU. INT. 5 GAL. q RHU5 INTE&RIFOLIA LEMONADE BERRY 5UPERTHRNET"' H Y D R O S E E 17 M I X 5CIENTIFIC OR PRODUCT NAME TRI -C 6 -2 -4 COMMON NAME P.L.5. RATE /ACRE 5EED5 /LB BINDER AZTEC T"' OR APPROVED EQUAL 225 L55. APP FERTILIZER TRI -C 6 -2 -4 DATE 1 -10 -14 500 L55. ON SLOPE, MULCH VIRGIN WOOD FIBER R.L.A. NU.I 1962 9 -30 -15 EXP _ -_ 3000 L55. MASTH MAILER Zi11 4 DAIS ABRONIA VILL05A SAND VERBENA 15% 1 L55. 15,000 AMBROSIA CHAM155ON15 BEACH BUR 42% PLANTING BASIN TO BE 40,000 ARTEMISIA CALIFORNIA COA57AL SAGEBRUSH q% B LBS. 55,000,000 CAMIS50NIA CHEIRANTHIFOLIA 55P. 5UFFRU71II SUN CUP (BEACH EVENING PRIM05E) 72% 1/2 L55 4,000 GLEOME 150MER15 BLADDER POD 60% 5 L55 4,000 COREOP515 MARITIMA SAN DIEGO SEA DAHLIA 2 L55 r� GORETHROGYNE FLANGINIFOLIA 55P. LINIFOLIA DEL MAR MESA SAND ASTER 1% 1/2 L55 940,000 ENCELIA CALIFORNIA CALIFORNIA ENCELIA 24% 5 LB. 175,000 ERIOGONUM FA5CICULA7UM CALIFORNIA BUCKWHEAT 7% 10 L55. 450,000 LA5THENIA CALIFORNIA DWARF GOLDFIELDS 0.30% 1 -1/2 LB5. 3,250,000 LASTHENIA GLABRA GOLDFIELDS 77% 1 -1/2 LB5. ,500,000 LUPINUS BICOLOR PYGMY- LEAFED LUPINE 78 5 LB5. 115,000 MIMULUS PUNIGEUS MONKEY FLOWER 1% 1 -1/2 LB5. 1,200,000 SARVON w 6 6,AL5. 5UPERTHRNET"' 2OZ. /100 GALS OF HYDRO5EED SLURRY ADD GYPSUM OR FLOWABLE GYPSUM TO THE MIX AND CONFIRM BEFORE APPLICATION 1500 L55 MYCORRHIZAL INOCULUM, 6LOMI5 INTRARADICES 40 OZ. HYnROSEEr�) NOTES: I. %P.L.S. = % PURITY TIMES % GERMINATION OF SEED. THIS INDICATES THE MINIMUM PERCENTAGE OF PURITY OF THE SEED TO BE PROVIDED. 2. THE SEED COMPANY SHALL APPLY ALL SEED WITHIN ONE YEAR OF COLLECTION. 3. HYDR05EEDIN6 WILL BE M057 EASILY ESTABLISHED, IF APPLIED BETWEEN OCTOBER 15 AND JANUARY 15. 4. ADDITIONAL RATES OF MULCH AND BINDER HAVE BEEN SPECIFIED TO BE ADEQUATE FOR THE STEEPNESS OF SLOPE. B. CONTRACTOR 15 ADVISED THAT THE ACTUAL AREA (ON SLOPE) FOR THI5 PROJECT 15 APPROXIMATELY 141% LARGER THAN THE AREA 5HOWN IN THE PLAN VIEW. SEED, MULCH AND BINDER AND FERTILIZER AMOUNTS SHALL BE COMMENSURATE WITH THI5 ACTUAL SLOPE AREA, (NOT THE PLANIMETRIC AREA) DATE BENCHMARK 17 SAN DIEGO COUNTY VERTICAL CONTROL DESCRIPT IFN MONUMENT N0. O.C. 141. 5.1 LUCA -IINNI LOCATED ON EAST "SIDE OF HWY 101, 150' SOUTH OF THE CENTERLINE OF EL -_- RECORD EROMPORTAL STREET IN THE CITY OF ENCINTT ELFVATIUN: EL. 66,453' DATUM NAVD88 SCALE H"I25r=r=21 NG SPECIFICATIONS I. 5UPFRV15ION: ALL HYDR05EEDIN6 15 SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR H15 REPRESENTATIVE, AND THEY SHALL, IF NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. THE LANDSCAPE ARCHITECT OR HI5 REPRESENTATIVE SHALL SUPERVISE THE HYDROSEEDING. 2. HYDR05EED APPLICATION: A SLURRY OF FERTILIZER SEED AND WOOD PULP OR FIBER SHALL BE AGITATED TO PROVIDE A UNIFORM MIX. THE OPERATOR SHALL SPRAY THE AREA WITH A COMPLETE UNIFORM VISIBLE GOAT U51NG THE COLOR OF THE CELLUL05E FIBER AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION (EXCEPT ON SLOPES WELL ABOVE THE OPERATOR) VIA A FAN 57REAM NOZZLE. THE MATERIALS SHOULD BE UNIFORMLY IMPREGNATED WITH SEED AND SHALL ALLOW PENETRATION OF RAINFALL AND PERCOLATION OF M015TURE INTO THE UNDERLYING BOIL. THE HYDROMULGHING SLURRY COMPONENTS SHALL NOT BE LEFT IN THE HYDROMULGH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHIGH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE WHIGH HAS NOT BEEN APPLIED WITHIN b HOURS OF MIXING SHALL BE REJECTED AND DISPOSED OF OFF -517E AT CONTRACTOR'S EXPENSE. 3. SPECIAL CARE 15 TO BE EXERCISED BY THE CONTRACTOR TO PREVENT THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PLANTERS, PROPERTY, OR ONTO WALKS OR WALLS. ANY SLURRY 5PRAYED ONTO THESE AREAS SHOULD BE GLEANED OFF BY THE CONTRACTOR. 4. GERMINATION STAGE IRRIGATION: WITHIN 12 HOURS AFTER HYDROMULCHING THE PLANTING AREAS, THE WATERING 5E91LIENGE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE 501L THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH, TAKING CARE NOT TO SUPER SATURATE OR WA51H AWAY THE SLURRY AND SEED, THE CONTRACTOR WILL REPAIR ALL SEED WA5HING OR EROSION. A LIGHT, FREQUENT IRRIGATION 5EQUENGE SHOULD CONTINUE UNTIL THE SEEDLINGS HAVE GROWN BEYOND THE GERMINATION STAGE. THE GERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS. 5. PREPLANTIN6 FERTILIZER MAY BE APPLIED WITH THE HYDR05EED. FERTILIZER SHALL BE AN ORGANIC, PELLETED OR CHIP TYPE, UNIFORM IN COMPOSITION, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND DELIVERED TO THE 51TE IN UNOPENED, ORIGINAL CONTAINERS, EACH BEARING THE MANUFACTURER'S STATEMENT OF GUARANTEED ANALYSIS. FERTILIZERS SHALL BE AT RATES RECOMMENDED BY AGRICULTURAL SUITABILITY 501L TESTING RESULTS OR THE LANDSCAPE ARCHITECT. 6. GUARANTEE: ALL HYDRO5EEDING SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF THIRTY (30) DAYS AFTER FINAL ACCEPTANCE BY THE LANDSCAPE ARGHITEGT. AREAS THAT FAIL TO GROW SHALL BE RESEEDED UPON DIRECTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR 15 SUBJECT TO A SIXTY (60) DAY MAINTENANCE PERIOD OF THE RESEEDED AREAS. CO>TECHNICAL <CEUINSULTAN- 'UL H URIZONTALz AS SHUWN VERTICAL AS SHOWN WLTUN PUBLIC WORKS PLANTING NOTES ALL VEGETATION PLANTED ON THE 517E SHALL CONSIST OF NATIVE, DROUGHT TOLERANT SPECIES, NON INVASIVE PLANTS. ALL HYDR05EEDIN6 ON THE APPROX. 1:1 SLOPE GON51575 OF SPECIES NATIVE TO THE SAN DIEGO COUNTY COASTAL BLUFFS. 2. ALL PLANTING SHALL BE COMPLETED WITHIN (50 DAYS OF THE CONSTRUCTION OF THE BLUFF. 5. ALL REQUIRED PLANTINGS WILL BE MAINTAINED IN GOOD GROWING CONDITION THROUGHOUT THE LIFE OF THE PROJECT, AND, WHENEVER NECESSARY, SHALL BE REPLACED WITH NEW EOUIVALENT PLANT MATERIALS TO ENSURE CONTINUED COMPLIANCE WITH LAN05GAPE PLANS. 4. SINGE THE HYDR05EE12 MIX 15 NATIVE, IRRIGATION SHALL BE APPLIED ONLY AS NECESSARY TO PROMOTE THE GERMINATION AND EARLY GROWTH OF THE PLAN7IN65, AND THEREAFTER FOR UP TO 26 MONTHS AFTER 5EEDIN6, ONLY A5 REQUIRED TO MAINTAIN THE PLANTIN65 IN A HEALTHY CONDITION. 5. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE AS 15. 6. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE D15GRETION OF THE LAN05CAPE ARCHITECT. T. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE PLANTING. 8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL SHRUBS PRIOR TO PLANTING. q. I GAL. SHRUB PI75 SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1 -1/2 TIMES CONTAINER DEPTH. 10. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING. 11. NITROLIZED ORGANIG AMENDMENT SHALL BE WILBUR -ELLI5 AIL -GROTM 501L AMENDMENT, LOAMEX-, OR APPROVED EQUAL. 12. A. PLANTING BAGKFILL MIX FOR ALL CONTAINER PLANTS SHALL CON515T OF ); NITROLIZED ORGANIC AMENDMENT AND 4/5 EXISTING BOIL, PLUS 2 L55. PER CU. YD. OF SOIL SULFUR, 1/2 LB5. OF IRON SULFATE, 4 LB5. OF TRI -G ORGANIC FERTILIZER 6 -2 -4 PER CUBIC YARD. IN ADDITION APPLY %2 L55. OF TRI -G MYGO DRENCH FOR THE TOTAL OF BAGKFILL OR PER MFGR'S SPECIFICATIONS. B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH SARVONT'", PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING. ALL PLANTS SHALL BE WATERED THOROUGHLY WITH 5UPERTHRIVETM WITHIN 2 HOURS OF PLANTING. 13. ALL PLANTS I- GALLON SIZE OR LARGER SHALL RECEIVE AGRIFORM 21 -6RAM 20 -10 -5 FERTILIZER TABLETS AT THE FOLLOWING RATES: 1- 6ALLON: ONE.; TWO PER 5- GALLON; PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND I" FROM ROOTBALL. 14. ALL PLAN75 PLANTED FROM CONTAINER5 SHALL HAVE THEIR ROOTBALL5 SCORED WITH A SHARP TOOL TO A DEPTH OF I" IN THREE LONGITUDINAL INCISIONS AT LOCATIONS 5PAGED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. 15. ALL SHRUB BASINS (ONLY) SHALL BE COVERED WITH A I" DEEP LAYER OF A HIGH QUALITY MULCH (BAGGED PRODUCT). ALL BARK TO BE NITROLIZED WITH 5% NITROGEN. 16. A LANDSCAPE MAINTENANCE PERIOD OF I YEAR SHALL BE CONSIDERED PART OF THIS CONTRACT. PLEASE BID AS A SEPARATE ITEM. - -- PLANNING AND BUILDING PARKS AND RECREATION SIGN 5EA yiiq I DATE N DAZE CHECKED BY: ENGINEERING DEPARTMENT APPROV L DR TEYPORARY W I Nn5CREEN FOR PLANT E57ABL I SITYENT SCALE: 1/8" =1' -0" (A NG ON 5L01=EE U C O Z z O 10 J W O LIT U) z 1 U) z w O O v?, dri DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.drosio.com III tu.n O ■� ■ z i a z Q� 01 FLT N N 0 CD m 0-) O-) Q IU u Q V) V) Q Q n Z > Z O'U) 1 z TIT z L W W UW CL O _D �� � ozELZZZW I]- > \ > > W Q w x Q z m z Lt O QL U W p r-) Z (/7 Z L Z 00 O CO Q z (_0 F0 BMP PROJECT STATUS FILE ND DATE 1 10- 14 STANDARD PROJFCI of aso DWG. NO. Lompl Property 01 SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVISION �i��U1� -•r - - OR IVENHAIN MUNICIPAL REVISION R D I SlaWa4moop REVISION -- REVISION DFSIGNFD BY: SIGN -- -- D - w1 PLANS PREPA D NATIVE REC❑MMENDED' APP SHRUB EXIST. FINISH GRADE DATE 1 -10 -14 ON SLOPE, R.L.A. NU.I 1962 9 -30 -15 EXP _ -_ MASTH MAILER Zi11 4 DAIS I" MULCH IN BA51N DAVID W. REED � b" BERM AROUND �P` III I =1TiITI_ =III= PLANTING BASIN TO BE H-1 COMPACTED EARTH. - PLANT TABS, h � 1 PER NOTES 11H III 111111111 = r� .III I II III = = PREPARED BAGKFILL PER SPECS. 1/5 ORGANIC III. 501L AMENDMENT, 4/5 EX15T, III Ii1 � III 1 III= T -- I I II H � _ BOIL, PLUS CORRECTIVES L -111,- MIN. 2x DIAM n m PER PLANTING NOTE X13. OF ROOTBALL w 0 0 u! NG ON 5L01=EE U C O Z z O 10 J W O LIT U) z 1 U) z w O O v?, dri DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.drosio.com III tu.n O ■� ■ z i a z Q� 01 FLT N N 0 CD m 0-) O-) Q IU u Q V) V) Q Q n Z > Z O'U) 1 z TIT z L W W UW CL O _D �� � ozELZZZW I]- > \ > > W Q w x Q z m z Lt O QL U W p r-) Z (/7 Z L Z 00 O CO Q z (_0 F0 BMP PROJECT STATUS FILE ND DATE 1 10- 14 STANDARD PROJFCI of aso DWG. NO. Lompl Property 01 SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT REVISION �i��U1� -•r - - OR IVENHAIN MUNICIPAL REVISION R D I SlaWa4moop REVISION -- REVISION DFSIGNFD BY: SIGN -- -- D - w1 PLANS PREPA D UNDER SUPERVISTUN ❑E REC❑MMENDED' APP DATE 1 -10 -14 R.L.A. NU.I 1962 9 -30 -15 EXP _ -_ MASTH MAILER Zi11 4 DAIS GLENN PRUIM SVX�ll/ DAIE DAVID W. REED CIIFCKFD BY RDM CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN TOR REPAIRS TO COASTAL_ BLUFF AND EXISTING STRUCTURES 11727 C MR. JACK LAMPL PROPERTY, 678 NEPTUNE AVENUE, ENCINITAS, CA 92024 AND MR. SCOTT BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE N0 07 -215 MUP /CDP i SI IT I 1 2 ❑E 13 CHANGE NO! DESCRIPTION U AP LAN:;)5CA E FREFARA71 ON 4 PLANTI NG PART I - GENERAL 1.01 SCOPE OF WORK • A. WORK DISCUSSED IN THI5 SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED TO COMPLETE WORK INDICATED ON THE DRAWINGS. THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST 57ANDARD5 OF PRACTICE RELATING TO THE VARIOUS TRADES AND UNDER THE CONTINUOUS SUPERVISION OF A COMPETENT FOREMAN, CAPABLE OF INTERPRETING THE DRAWIN65, NOTES, AND THESE SPECIFICATIONS. • B. IRRIGATION AND LANDSCAPE WORK MAY BE DONE CONCURRENTLY, HOWEVER, LANDSCAPE WORK MAY NOT START IN ANY SECTION PRIOR TO INSPECTION AND APPROVAL OF THE SPRINKLER WORK. • G. PRIOR TO EXCAVATION, LOCATE ALL ELECTRICAL GABLES, CONDUITS, SPRINKLER VALVES, AND ALL UTILITY LINES 50 THAT PROPER PRECAUTIONS MAY BE TAKEN NOT TO DAMAGE SUCH IMPROVEMENTS. IN THE EVENT OF A CONFLICT BETWEEN SUCH LINES AND AREAS REQUIRING 501L PREPARATION, PROMPTLY NOTIFY THE OWNER. FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE RESPONSIBILITY FOR (AT HIS OWN EXPENSE ) MAKING ANY AND ALL REPAIRS FOR DAMAGE RESULTING FROM WORK HEREUNDER. 1.02 SUBMITTALS • A. CERTIFICATIONS OF CONFORMANCE OR COMPLIANCE: IN ADDITION TO ANY OTHER CERTIFICATES SPECIFIED, THE CONTRACTOR SHALL FURNISH A CERTIFICATE WITH EACH DELIVERY OF BULK MATERIAL STATING THE SOURCE, QUANTITY, TYPE OF MATERIAL, AND THAT THE MATERIAL CONFORMS TO THE SPECIFICATION REQUIREMENT. THESE CERTIFICATES SHALL BE SUBMITTED TO THE OWNER PRIOR TO THE START OF THE MAINTENANCE PERIOD. AFTER THE 501L HAS BEEN PREPARED AS GALLED FOR IN THE SECTION ON 501L PREPARATION, THE IRRIGATION SYSTEM HAS BEEN INSTALLED AND TESTED, AND CONDITIONS ARE FAVORABLE TO PLANT, THE LANDSCAPE CONTRACTOR SHALL REQUEST APPROVAL TO START PLANTING FROM THE OWNER. • B. AGRICULTURAL SUITABILITY 501L 7E575 SHALL BE MADE BY THE CONTRACTOR (AT THE DIRECTION OF THE LANDSCAPE ARCHITECT) AFTER ROUGH GRADING 15 COMPLETED AND CONTRACTOR SHALL ADJUST 501L AMENDMENTS AGGORDNGLY. PART 2 - DELIVERY AND STORAGE 2.01 DELIVERY • A. PROVIDE NOTIFICATION OF THE DELIVERY SCHEDULE IN ADVANCE 50 MATERIAL MAY BE INSPECTED UPON ARRIVAL AT THE JOB SITE. REMOVE UNACCEPTABLE MATERIAL FROM :THE JOB SITE IMMEDIATELY. • B. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO THE ROOT BALLS OR DESICCATION OF LEAVES. • G. DELIVER PE57IGIDE5 OR OTHER CHEMICALS TO THE SITE IN THE ORIGINAL, UNOPENED CONTAINERS. CONTAINERS THAT DO NOT HAVE A LEGIBLE LABEL THAT IDENTIFIES THE ENVIRONMENTAL MANUFACTURER'S REGISTERED USES WILL BE REJECTED. 2.02 STORAGE • A. KEEP GYPSUM AND FERTILIZER IN DRY STORAGE AND AWAY FROM CONTAMINANTS. • B. STORE AND PROTECT PLANTS NOT INSTALLED ON THE DAY OF ARRIVAL AT THE 51TE AS FOLLOWS: I. OUT5IDE STORAGE SHALL BE PROTECTED FROM THE WIND. 2. KEEP PLANTS, INCLUDING TH05E IN CONTAINERS, IN A M015T CONDITION BY WATERING WITH A FINE MI5T SPRAY. 5. SEPARATE PLANTS TO PREVENT DAMPING OFF. • C. DO NOT STORE CHEMICALS AND HERBICIDES WITH ANY OTHER LANDSCAPE MATERIALS. STORE IN AN APPROVED, LOOKED, SEPARATE STRUCTURE OR VEHICLE. 2.05 HANDLING • A. PLANTS: TAKE CARE TO AVOID DAMAGING PLANTS BEING MOVED FROM THE NURSERY OR STORAGE AREA TO THE PLANTING SITE. HANDLE ALL PLANTS CAREFULLY TO AVOID CRACKING OR BREAKING THE ROOT BALL. DO NOT HANDLE PLANT5 BY THE TRUNK OR STEM. REMOVE DAMAGED PLANTS-OR PLANTS WITH BROKEN OR CRACKED ROOT BALLS FROM THE SITE. • B. SPECIMEN PLANTS SHALL BE PLANTED, MULCHED, GUYED, AND IN A BA51N AND FERTILIZED WITHIN 48 HOURS AFTER REMOVAL FROM PREVIOUS LOCATION. 2.04 JOB CONDITIONS PLANTING CONDITIONS: PLANTING SHALL NOT BE DONE WHEN THE GROUND 15 MUDDY OR IN AN UNSATISFACTORY CONDITION FOR PLANTING. 2.05 GUARANTEE WORK SHALL BE SUBJECT TO THE TERMS OF THE GENERAL PROVISIONS, EXCEPT THAT PLANT MATERIAL SHALL BE GUARANTEED THROUGH THE PLANT MAINTENANCE PERIOD. ALL PLANTINGS SHALL BE GUARANTEED FOR AS LONG AS THE CONTRACTOR 15 MAINTAINING THE LANDSCAPING, WITH THE EXCEPTION THAT BOXED TREES SHALL BE GUARANTEED FOR ONE YEAR. ANY MATERIAL THAT I5 NOT GROWING PROPERLY DURING THI5 PERIOD SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN SEVEN 0) DAYS AFTER THE RECEIPT OF A WRITTEN NOTICE BY THE OWNER. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. THE CONTRACTOR'S GUARANTEE MAY BE EXTENDED BY THE OWNER IN GASES WHERE PLANTS ARE SLOW TO ESTABLISH. IF THE CONTRACTOR FAIL5 TO MAKE REPLACEMENTS WITHIN THE TIME LIMIT, THE OWNER MAY REPLACE THEM AT THE CONTRACTOR'S EXPENSE AFTER DULY NOTIFYING HIM. PART 5 - PRODUCTS 5.01 GYPSUM AND PH ADJUSTER5 • A. GYPSUM: COMMERCIALLY PACKAGED, FREE FLOWING GYPSUM CONTAINING NOT LESS THAN q5 PERCENT, BY VOLUME, OF CALCIUM SULPHATE AS ACTIVE INGREDIENT • B. FLOWABLE GYPSUM SHALL BE A CALCIUM SULFATE, DIHYDRATE, EQUIVALENT TO 5.1 LBI GALLON. • G. SULFUR: SHALL BE ELEMENTAL; q0% PURE. 5.02 SOIL CONDITIONERS USE INDIVIDUALLY OR IN COMBINATION AS REQUIRED TO MEET SPECIFIED REQUIREMENTS FOR TOPSOIL. • A. ORGANIC 501L AMENDMENT: SHALL BE DERIVED FROM WOOD (RE5IDUAL PRODUCTS) FROM THE BARK OF PINE WHITE FIR AND RED FIR, CEDAR SHAVINGS OR REDWOOD SHAVINGS. AMENDMENT UPON ANALY515 SHALL CONTAIN AT LEAST 0.5% NITROGEN BASED ON DRY WEIGHT WITH AN ASH GONTENT.NOT TO EXCEED 10 %. A COMMERCIAL GRADE PRODUCT SHALL BE USED, WITH A SAMPLE ACCOMPANIED BY AN APPROVED LABORATORY ANALYSIS WITH THE FOLLOWING: GUARANTEE - WT/ GU. YD.= 560- 820LB5.; PH LE55 THAN 6.5; SALINITY ECE LESS THAN 2.5 MILLIMOHS / GC; IRON EXPRESSED AS METALLIC = 0.1 % USE INDIVIDUALLY OR IN COMBINATION AS REQUIRED TO MEET 5PECIFIED REQUIREMEN75 FOR TOPSOIL. PARTICLE SIZE: MINIMUM PERCENT BY WEIGHT PASSING: - NO. I MESH SCREEN .2% - NO. 5 MESH SCREEN 56% - NO. 8 MESH SCREEN 25% - NO. 12 MESH SCREEN 50% - NO. 52 ME5H SCREEN 5% 5.03 FERTILIZER • A. FERTILIZER: ONLY IF NOT 5UPERCEDED BY A 51TE SPECIFIC AGRICULTURAL SOILS REPORT, USE A COMPLETE COMMERCIAL, GRANULAR FERTILIZER CONTAINING THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS: - 6% AVAILABLE NITROGEN - 2% AVAILABLE PHOSPHORUS - 4% AVAILABLE POTA551UM - 5% SULFUR SUCH AS TRI -C ORGANIC FERTILIZAER • B. FERTILIZER PLANTING TABLETS: TIGHTLY COMPRESSED FERTILIZER CHIPS FORMING A TABLET THAT 15 INSOLUBLE IN WATER, 15 DESIGNATED TO PROVIDE A CONTINUOUS RELEASE OF NUTRIEN75 FOR AT LEAST 24 MONTHS AND CONTAINS THE FOLLOWING MINIMUM PERCENTAGES, BY WEIGHT, OF PLANT FOOD NUTRIENTS: - 20% AVAILABLE NITROGEN - 10% AVAILABLE PHOSPHORUS - 5% AVAILABLE POTA551UM PLANTING TABLETS SHALL WEIGHT APPROXIMATELY 21 6RAM5 EACH FOR TREES AND SHRUBS AND 5 GRAM5 FOR GROUND COVER PLANTS. • C. IRON CHELATE5: CONTAINING 10 PERCENT IRON AS METALLIC. ED DATE BENCHMARK SAN DIEGO COUNTY VERTICAL CONTROL • Q DESCRIPTION'S MONUMENT NO. O.C. 141: S. -17 LUCATIUN LOCATED ON EAST SIDE OF HWY 101, 150' SOUTH OF THE CENTERLINE OF EL RECORD EREI NIPORfAL STREET IN THE CITY OF ENCINIT ELEVATION: CL. 66453' D0 UM NAVD88 SCALE HORIZONTAL: AS SHOWN VERTICAL AS SHOWN 5.04 PLANTS • A. PLANT MATERIALS SHALL BE FURNISHED IN THE QUANTITIES AND / OR SPACING AS SHOWN, OR NOTED FOR EACH LOCATION, AND SHALL BE OF THE SPECIES, KINDS, SIZES, ETC., AS SYMBOLIZED AND /OR DE50RIBED IN THE DRAWIN65. PLANT NAMES INDICATED OR LISTED ON THE DRAWINGS CONFORM TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE, EXCEPT FOR NAMES NOT COVERED HEREIN, THE E5TABLI5HED CUSTOM OF THE NURSERY 15 FOLLOWER • B. PLANTING STOCK: PLANTING STOCK SHALL BE WELL - BRANCHED AND WELL- FORMED, SOUND, VI60ROU5, HEALTHY, AND FREE FROM DISEASE, SUNSGALE, WINDBURN, ABRASION, AND HARMFUL INSECTS OR INSECT E665, AND SHALL HAVE HEALTHY, NORMAL, AND UNBROKEN ROOT 5Y57EM5.AND NOT ROOT BOUND. SHRUBS SHALL BE SYMMETRICALLY DEVELOPED, OF UNIFORM HABIT OF GROWTH, WITH STRAIGHT BOLES OR 5TEM5 AND FREE FROM OBJECTIONABLE DISFIGUREMENTS. SHRUBS SHALL HAVE WE LL DEVELOPED SYMMETRICAL TOPS W ITH TYPICAL SPREAD OF BRANCHES FOR EACH PARTICULAR SPECIES OR VARIETY. GROUND COVERS AND VINES SHALL BE VIGOROUS, HAVE THE NUMBER AND LENGTH OF RUNNERS, AND CLUMP SIZE SPECIFIED, AND BE THE PROPER AGE FOR THE GRADE OF PLANTS SPECIFIED. ONLY VINES AND GROUND COVER PLANTS WELL ESTABLISHED IN REMOVABLE CONTAINERS, INTEGRAL CONTAINERS OR FORMED HOMOGENEOUS 501L SECTIONS SHALL BE USED PLANTS SHA LL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT, OR HIS REPRESENTATIVE. IN NO CASE SHALL TREES BE TOPPED BEFORE DELIVERY. • C. SIZES OF PLANTS: SHALL BE AS STATED IN THE PLANT LIST. CONTAINER STOCK (I GALLON, 5 GALLON) SHALL HAVE BEEN GROWN IN CONTAINERS FOR A PERIOD OF TIME SUFFICIENT TO DEVELOP ROOT GROWTH SUFFICIENT TO HOLD THE 501L BALL TOGETHER TO THE 5IDE AND BOTTOM OF THE SUFFICIENT TO HOLD THE SOIL BALL TOGETHER TO THE 5IDE AND BOTTOM OF THE CONTAINER IN WHICH IT WAS DELIVERED. THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION; AND SHALL BE AS INDICATED ON THE DRAWINGS. THE CALIPER OF ALL TREES SHALL BE MEASURED 2'-0" ABOVE THE SURFACE OF THE GROUND. WHERE CALIPER OR OTHER DIMENSIONS OF ANY PLANT MATERIALS ARE OMITTED FROM THE DRAWINGS IT SHALL BE AVERAGE STOCK FOR TYPE LISTED. • D. PLANT MATERIAL: PLANT MATERIAL SHALL BE NURSERY GROWN, UNLE55 OTHERA15E INDICATED. GROUND COVER PLANTS SHALL BE WELL ROOTED GUT7ENG5 GROWN IN FLATS AND SHALL REMAIN IN THOSE FLATS UNTIL PLANTED. • E. SEED FOR HYDR05EEDIN6: ALL SEED 15 TO BE DELIVERED TO THE JOB SITE, UNMIXED, IN SEPARATE SEALED CONTAINERS. EACH SEALED CONTAINER WILL BEAR THE SEED 5UPPLIER5 TAG5 WHICH SHALL INDICATE THE CONTAINER WEIGHT, SEED TYPE, SEED PURITY, AND SEED GERMINATION. ALL 5EED SHALL BE LABELED ACCORDING TO STATE AND FEDERAL SEED LAW5. A SAMPLE OF EACH SEED TYPE WILL BE DRAWN BEFORE 5EEDIN6 TO A55URE THAT SEED SPECIFICATIONS HAVE BEEN MET. PLANT NAMES INDICATED OR LISTED IN THE "LIST OF PLANT MATERIALS" ON THE DRAWING5 MUST CONFORM TO "STANDARD PLANT NAMES" ESTABLISHED BY THE AMERIGAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE. WHEN NAMES ARE NOT COVERED THEREIN, THE ESTABLISHED CUSTOM OF THE NURSERY 15 FOLLOWED. I. PLANT LIST: AS INDICATED ON DRAWIN65. 2. SAMPLES, TESTS, AND INSPECTIONS: SOURCE OF MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE OWNER OR LANDSCAPE ARCHITECT. 5. MULCH FOR HYDR05EEDIN6: EACH PACKAGE OF CELLULOSE SHALL SHOW AIR -DRY WEIGHT. FIBER WE16HT SHALL BE EQUIVALENT TO TEN PERCENT M015TURE AS BASED ON THE TECHNICAL ASSOCIATION OF PULP AND PAPER INDUSTRY STANDARDS FOR AIR -DRY CELLULOSE. 4. SLURRY FOR HYDROSEEDING: NO GROWTH INHIBITING MATERIAL SHALL BE PERMITTED IN THE HYDROSEED SLURRY. • F. SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIAL5 WILL BE PERMITTED, PROVIDED THE 5UB5TITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT, AND THE 5U55TITUTION5 ARE MADE AT NO ADDITIONAL CHARGE TO THE OWNER, EXCEPT FOR THE VARIATIONS 50 AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LE55 VALUE THAN TH05E INDICATED OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. • 6. APPROVAL: ALL PLANT MATERIALS SHALL BE SUBJECT TO THE INSPECTION AND APPROVAL OF OWNER OR HIS REPRESENTATIVE, BEFORE PLANTING. ALL PLANTS SUPPLIED TO THE PROJECT (WHETHER PLANTED OR NOT) ARE SUBJECT TO REJECTION BY THE OWNER OR HI5 REPRESENTATIVE: PLANTS NOT APPROVED SHALL BE REMOVED FROM SITE IMMEDIATELY AND REPLACED WITH SUITABLE PLANTS. PART 4 - EXECUTION 4.01 501L PREPARATION 5EQUENGE • A. NO SOIL PREPARATION SHALL BE PERFORMED UNTIL ALL 5TRU07URE5 AND WALLS AND CONSTRUCTION ITEMS (INCLUDING IRRIGATION MAINS) HAVE BEEN INSTALLED. • B. SLOPES: THE LANDSCAPE CONTRACTOR WILL RECEIVE ALL SLOPES AS 15. 501L AMENDMENTS SUCH AS GYPSUM, IRON SULFATE, IF REQUIRED BY 501L TEST, SHALL BE RAKED INTO THE UPPER 2" OF THE SOIL ONLY WHERE PLANTING 15 TO TAKE PLACE. OTHER SLOPE AREAS ARE NOT INCLUDED. 5ARVON 15 REQUIRED,AND IT SHALL BE APPLIED PER MANUFACTURING SPECIFICATIONS. SLOPES SHALL BE INSPECTED BY THE OWNER OR HI5 REPRESENTATIVE PRIOR TO PLANTING TO INSURE THAT THEY ARE FREE OF ER0510N, GULLIES, WEED5, AND OTHER DELETERIOUS MATERIALS. SLOPES SHALL NOT BE DISTURBED IN A MANNER WHICH CHANGES THE 501L CONDITION ESTABLISHED. IN PARTICULAR, SLOPES SHALL NOT BE MADE MORE PERMEABLE TO WATER, THUS CREATING AN UNSTABLE SURFACE AREA. • G. WEED CONTROL: PRIOR TO ANY HYDRO5EEDIN5, IRRIGATE ALL PLANTING AREAS FOR APPROXIMATELY TWO (2) WEEK5 TO ENCOURAGE WEED SEED GERMINATION. ALLOW WEED5 TO GROW UNTIL THEY REACH A MAXIMUM HEIGHT OF TWO TO THREE (2 TO 5) INCHES AND THEN THOROUGHLY SPRAY WITH "ROUND UP". REMOVE ALL WEEDS PRIOR TO SEEDING. DO NOT ALLOW THE USAGE OF ANY PRE- EMER6ENGE HERBIGIDEB OR "DOWPONT" FOR WEED CONTROL. • D. HYDRO5EEDING I. SUPERVISION: ALL HYDROSEEDIN6 IS SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OR HI5 REPRESENTATIVE, AND THEY SHALL, IF NECESSARY, BE RELOCATED AS DIRECTED AS PART OF THE CONTRACT. THE LANDSCAPE ARCHITECT OR HI5 REPRESENTATIVE SHALL SUPERVISE THE HYDROSEEDING. 2. HYPR05FEP APPLICATION: A SLURRY OF FERTILIZER, SEED, AND WOOD PULP OR FIBER SHALL BE AGITATED TO PROVIDE A UNIFORM MIX. THE OPERATOR SHALL SPRAY THE AREA WITH A COMPLETE UNIFORM VISIBLE GOAT U51N6 THE COLOR OF THE CELLULOSE FIBER AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION (EXCEPT ON SLOPES WELL ABOVE THE OPERATOR) VIA A FAN STREAM NOZZLE. THE MATERIALS SHOULD BE UNIFORMLY IMPREGNATED WITH SEED AND SHALL ALLOW PENETRATION OF RAINFALL AND PERCOLATION OF M015TURE INTO THE UNDERLYING SOIL. THE HYDROMULCHIN6 SLURRY COMPONENTS SHALL NOT BE LEFT 1N THE HYDROMULGH MACHINE FOR MORE THAN TWO HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 15% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE WHICH HAS NOT BEEN APPLIED WITHIN 8 HOURS OF MIXING SHALL BE REJECTED AND DISPOSED OF OFF -SITE AT CONTRACTOR'S EXPENSE. 5. SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PLANTERS, PROPERTY, OR ONTO WALKS OR WALLS. ANY SLURRY SPRAYED ONTO THESE AREAS SHOULD BE GLEANED OFF BY THE CONTRACTOR. 4. GERMINATION STAGE IRRIGATION: WITHIN 12 HOURS AFTER HYDROMULCHIN6 THE PLANTING AREAS, THE WATERING SEQUENCE SHOULD BE INITIATED. THE WATER SHOULD BE LEFT ON LONG ENOUGH TO MOISTEN THE 501L THOROUGHLY TO THE DEPTH OF THE SLURRY MULCH, TAKING CARE NOT TO SUPER SATURATE OR WASH AWAY THE SLURRY AND SEED. THE CONTRACTOR WILL REPAIR ALL SEED WA5HIN6 OR EROSION. A LIGHT, FREQUENT IRRIGATION 5EQUENGE SHOULD GONTINUE UNTIL THE SEEDLINGS HAVE GROWN BEYOND THE GERMINATION 57AGE. THE GERMINATION STAGE WILL RANGE FROM 45 TO 60 DAYS. 5. PREPLANTIN6 FERTILIZER MAY BE APPLIED WITH THE HYDRO5EEV. FERTILIZER SHALL BE AN ORGANIC, PELLETED OR CHIP TYPE, UNIFORM IN COMPOSITION, FREE - FLOWING, 5UITABLE FOR APPLICATION WITH APPROVED EQUIPMENT, AND DELIVERED TO THE 51TE IN UNOPENED, ORIGINAL CONTAINERS, EACH BEARING THE MANUFACTURER'S STATEMENT OF GUARANTEED ANALYSIS. FERTILIZERS SHALL BE AT RATES RECOMMENDED BY AGRICULTURAL 5UITA51LITY 501L TESTING RESULTS OR THE LANDSCAPE ARCHITECT. 6. GUARANTEE: ALL HYDR05EEDIN6 SHALL BE GUARANTEED BY THE CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF THIRTY (50) DAYS AFTER FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. AREAS THAT FAIL TO GROW SHALL BE RESEEDED UPON DIRECTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR 15 SUBJECT TO A SIXTY (60) DAY MAINTENANCE PERIOD OF THE RESEEDED AREAS. COE GEUTECHNICAL CONSULTANT JAMES KNOWLTON PUBLIC WORKS PLANNING AND BUILDING SIGN ATE SIGN DESIGNED BY: DRAWN BY j CHECKED BY DR GB DR PLANS PRE PA .D UNDER SUPERVISICIN UE DATE 1 -10 -14 R.L.A. NO: DAVID W. REED EXP1 9 -30 -15 4.02 FINAL GRADING • A. EXCAVATION FOR PLANTING: PRIOR TO EXCAVATING FOR PLANT PITS, THE AREA SHALL CONFORM TO THE LINES AND GRADES 5HOWN. VERIFY LOCATION OF UNDERGROUND UTILITIES. REPAIR ANY DAMAGE DONE TO UTILITY LINES 5HOWN. IF UTILITY LINES NOT SHOWN ON THE DRAWINGS ARE ENCOUNTERED, NOTIFY THE OWNER IMMEDIATELY. IN THE EVENT THAT UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE ENCOUNTERED IN THE PLANTING OPERATION, ALTERNATE LOCATIONS WILL BE SELECTED BY THE LANDSCAPE ARCHITECT. LOCATION OPERATION WILL BE DONE AT NO EXTRA 0057 TO THE OWNER. I. PLANT PITS: DIG PITS BY ANY METHOD PROVIDED THAT THE PITS HAVE VERTICAL SIDES AND FLAT BOTTOMS. THE CONTRACTOR SHALL TAKE CAUTION NOT TO OVER WATER PLANTS. B. ALL PLANTS SHALL BE SET 50 THAT WHEN SETTLED THEY BEAR THE SAME RELATION TO THE REQUIRED GRADE A BE PLANTED IN THE 5 THEY BORE TO THE NATURAL GRADE BEFORE BEING TRANSPLANTED. EACH PLANT SHALL CENTER OF THE PIT AND BACKFI LL ED T RWISE SPECIFIED WITH THE PREPARED SOIL. . NO SOIL WILL BE UNLESS O HE PERMITTED AROUND TRUNKS OR STEMS. ALL BROKEN OR FRAYED ROOT SHALL BE PROPERLY GUT OFF. USE EXCESS 7OP501L TO FORM WATERING BASINS AROUND PLANTS. AMEND AS DESCRIBED IN NOTES AND DETAILS. ,M IMMEDIATELY 1. 1^IATER THOROUGHLY WITH A 50 UT MANUFACTURERS SPECIFICATIONS HL L ION OF SUP,ERTHRIVE PER AG AFTER PLANTING. "' 2. GROUND COVERS: DO NOT REMOVE FROM FLATS AND CONTAINERS UNTIL IMMEDIATELY BEFORE PLANTING. SPACE AT THE INTERVALS INDICATED, SUFFICIENTLY DEEP TO COVER ALL ROOTS. AFTER PLANTING 100 PLANTS, WATER THOROUGHLY WITH A SOLUTION OF 5UPERTHRIVE° PER MANUFACTURER'S SPECIFICATIONS IMMEDIATELY AFTER PLANTING, UNTIL ENTIRE AREA 15 SOAKED. SMOOTH PLANTING AREAS AFTER PLANTING TO PROVIDE EVEN, SMOOTH FIN15H. PART 5 - COMPLETION OF CONTRACT 5.01 RESTORATION AND CLEAN-UP REMOVE EXCESS AA57E MATERIAL DAILY. WHEN PLANTING IN AN AREA 15 COMPLETE, CLEAR THE AREA OF DEBRIS, SPOIL PILES, AND CONTAINERS. WHERE EXISTING PLANTING BEDS HAVE BEEN SCARRED OR DAMAGED, RESTORE THESE DAMAGED AREAS TO THEIR ORIGINAL CONDITION. REMOVE DISUSED EQUIPMENT AND IMPLEMENTS OF 5ERVIGE AND LEAVE ENTIRE AREA INVOLVED IN A NEAT ACCEPTABLE CONDITION SUCH AS TO MEET THE APPROVAL OF THE OWNER. 5.02 INSPECTIONS AND ON 51TE REVIEW THE OWNER, HI5 REPRESENTATIVE OR THE LANDSCAPE ARCHITECT MAY MAKE PERIODIC ON 51TE REVIEW5 DURING THE PLANTING. ANY PLANTS THAT HAVE NOT BEEN HANDLED, SPOTTED OR PLANTED PROPERLY SHALL BE SUBJECT TO REMOVAL, AND THEY SHALL, IF NECESSARY, BE REPLACED OR RELOCATED AS DIRECTED AS PART OF THE CONTRACT. A PLANT MAY BE REJECTED BY THE LANDSCAPE ARCHITECT FOR ANY REASON AT ANY TIME. 5.03 MAINTENANCE PERIOD • A. DEFINITION: THE MAINTENANCE PERIOD SHALL BEGIN ON THE DATE THAT THE OWNER OR DULY APPOINTED REPRESENTATIVE INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL CONTINUE FOR I YEAR FROM THAT DATE. • B. MAINTENANCE: MAINTAIN ALL PLANTING AREAS IN A VIGOROUS, THRIVING CONDITION BY WATERING, CULTIVATING, SPRAYING, AND ANY OTHER NECESSARY OPERATIONS DURING THE ENTIRE PERIOD OF THE IN57ALLATION AND UNTIL FINAL ACCEPTANCE BY THE OWNER. • G. CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. • D. THE ENTIRE PROJECT SHALL BE SATISFACTORILY MAINTAINED FOR A PERIOD OF I YEAR COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FOREGOING ARTICLES OF THESE SPECIAL PROVISIONS AND TO THE SATISFACTION OF THE OWNER. • E. E57ABL15HMENT WORK INCLUDES ALL WATERING, WEEDING, PLANTING, CULTIVATING, SPRAYING, NECESSARY TO BRING THE PLANTED AREAS TO A HEALTHY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. • F. DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL AND WEED -FREE AT ALL TIMES, PLANT BASINS SHALL BE AS NEEDED. • S. ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEED, AND OTHER WORK DETERMINED TO BE NEGE55ARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE MAINTENANCE PERIOD. • H. DURING THE MAINTENANCE PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT H15 OWN EXPENSE. • I. ALL BASINS AROUND PLAN75 SHALL BE MAINTAINED AT A 2 -1/2" INCH DEPTH THROUGHOUT MAINTENANCE PERIOD, UNLE55 OTHERA15E INSTRUCTED BY THE OWNER OR HI5 REPRESENTATIVE. • J. CONSTANT DILIGENGE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND /OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. • K. AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY GLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY, AND FREE OF INFESTATIONS. • L. ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HI5 EXPENSE. 5.04 WRITTEN NOTICE AT THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS SUBSTANTIALLY COMPLETED THE REQUIRED WORK AND WANT5 TO START MAINTENANCE AS OF A DATE MENTIONED IN THE NOTICE. AT THE END OF SPECIFIED MAINTENANCE PERIOD, THE CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THAT OWNER. 5.05 FINAL INSPECTION AND ACCEPTANCE A. FINAL INSPECTION AND ACCEPTANCE IN WRITING, OF LANDSCAPING WORK WILL BE MADE AFTER REPLACEMENT, FERTILIZING, AND CORRECTIVE MAINTENANCE HAVE BEEN COMPLETED. PARKS AND RECREATION ENGINEERING DEPARTMENT APPROV REC ❑MMENDE APP AA All 4,_� MASIH MAHER GLENN PRU M 44-2 Z ti A s� ' 's JAIL DATE TE BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT OR OLIVENHAIN MUNICIPAL TER DISTRI _. II DATE SI V (^ C CD z O n/ LL J O w UI z z wo u V r Ll I fAWA DAVID REED LANDSCAPE ARCHITECTS 2171 INDIA STREET SUITE A SAN DIEGO, CALIFORNIA 92101 (619) 239 -3300 www.droslo.com 0 In z V Z �J Z %� !-L #1- %J tu V/ 5 CITY OF ENCINITAS- ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR. REPAIRS TO COASTAL BLUES_ AND EXISTING STRUCTURES 11727 G MR. JACK LAMPL PROPERTY, 678 NFP]UNF_ AVFNUF, ENCINITAS, CA 92024 AND _ MR. SCOT] BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE NO: 07 215 MUP /CDP SI iFF I 13 ❑F 1.3 / n v J � N _�J_ N O O W O 0) I� U U < Q Q u/ - z u C- z W (-) z u W O W U _ O Z � Z-,- z W Q z W U) 0 < cn Q X Q z m z z J _D Y Q 1� W I- 00 � W n r D z U) z LJ�I' Z Do ' O Q > (_0 > 60 flLh NO. DAIC 1 -1D -- 14 _ - PROM c 1 07 050 DWG. No. Lampll Property -9 REVISION ® A %wr REVISION R REVISION Rl VISION DE SIGNtD BY RII C[IFCKFD BY: - RDM 5 CITY OF ENCINITAS- ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR. REPAIRS TO COASTAL BLUES_ AND EXISTING STRUCTURES 11727 G MR. JACK LAMPL PROPERTY, 678 NFP]UNF_ AVFNUF, ENCINITAS, CA 92024 AND _ MR. SCOT] BASKIN PROPERTY, 660 NEPTUNE AVENUE, ENCINITAS, CA 92024 PLANNING CASE NO: 07 215 MUP /CDP SI iFF I 13 ❑F 1.3