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2015-12602 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS 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 "UPDATE GEOTECHNICAL INSPECTION REPORT" PREPARED BY TERRACOSTA CONSULTING GROUP, INC, DATED NOVEMBER 24, 2014, PROJECT #2828, 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, 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT 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 12602 -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 AIID 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 MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED, AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. 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 A SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION, ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO 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. 18. IF DAMAGE OCCURS TO CITY PROPERTY DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS. ANY AND ALL REPAIRS SHALL BE MADE TO THE SPECIFICATION OF PARKS & RECREATION. THE CONTRACTOR MUST ENSURE THEY HAVE AND UNDERSTAND THE SPECIFICATIONS BEFORE THEY COMMENCE REPAIRS. THE REPAIR WILL BE INSPECTED AND TESTED, THEN EITHER ACCEPTED OR DENIED BY A PARKS & RECREATION REPRESENTATIVE. CHANGE NO. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAUL MCKEE (JC BALDWIN CONSTRUCTION) AT (760) 809-0679,24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIU GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WG-17 OR WC -18. DESCRIPTION APPROVED DATE BENCHMARK c A DESCRIPTION: SET 2.5" BRASS DISC ENC -33 I� LOCATION: RED CURB ON SOUTH SIDE OF PARKING LOT OF SWAMIS PARK, NORTH OF RESTROOMS RECORD FROM: CITY OF ENCINITAS SURVEY CNTRL ELEVATION: 82.081 DATUM: NAVD 88 SCALE HORIZONTAL: NTS VERTICAL: NTS AS -BUILT .TER F. CRAMPTON STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER, STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760 }633 -2770 B. GAS & ELECTRIC - SDGE - (760)438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760)489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760) - 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 4. A PARKS & RECREATION REPRESENTATIVE MUST BE NOTIFIED OF WHEN CONSTRUCTION WILL OCCUR PRIOR TO ANY GROUNDBREAKING. A PARKS & RECREATION REPRESENTATIVE MAY BE PRESENT ON SITE AT TIMES DURING CONSTRUCTION, CONDUCTING INSPECTIONS. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1,595 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 1,340 SQFT DECREASE IN IMPERVIOUS AREA: -255 SQFT IMPERVIOUS AREA REPLACED: 0 SQFT FIELD OPERATIONS I PLANNING AND BUILDING DATE SIGN DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 05 -09 -2016 WALTER F. CRAMPTON R.C.E. NO.: 23792 ENGINEER'S NAME EXP.: 12 -31 -2017 OWNER A S PACIFIC CREST APARTMENTS, LLC 2200 PASEO VERDE PARKWAY, SUITE 330 -o B S S HENDERSON, NV 89052 'y CS. (702) 436 -3133 n pS• SITE ADDRESS 00 E S m 330 WEST T STREET, ENCINITAS, CA 2 APN:258- 172 -19 -00 LEGAL DESCRIPTION Z LOTS 9 AND 10 IN BLOCK 33 AND THE SOUTHERLY 100 FEET H m OF FRACTIONAL BLOCK 37 OF ENCINITAS, IN THE CITY OF ENCINITAS, MAP NO. 148, FILED IN THE SITE m S OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 12, 1883. ALSO THAT PORTION OF THE WEST r K SANTA FE DR. HALF OF FOURTH STREET IMMEDIATELY ADJOINING SAID O PORTION OF BLOCK 37 ON THE EAST, AND THAT PORTION OF N THE EAST HALF OF FOURTH STREET, IMMEDIATELY 72 tti ADJOINING SAID LOTS 9 AND 10, BLOCK 33 ON THE WEST AS < OxQ VACATED AND CLOSED TO PUBLIC USE. DR. OWNER'S CERTIFICATE 7/_ 6� I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVERALL GRADING ACTIVITY VICINITY MAP AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. N.T.S. SIGNATURE: DATE: 05 -09 -2016 JIM-2&"R, MANAGER PACIFIC CREST APARTMENTS, LLC SOILS ENGINEER'S CERTIFICATE I, WALTER F. CRAMPTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON NOVEMBER 2014. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RCE NO.: 23792 EXP. DATE: 12 -31 -2017 DATE: 0 -09 -2016 JOB #: 2828 TERRACOSTA CONSULTING GROUP, INC. 3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 92123 (858) 573 -6900 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNED: - - ---' DATE: 05 -09 -2016 LTER F. CRAMPTON TERRACOSTA CONSULTING GROUP, INC. 3890 MURPHY CANYON ROAD, SUITE 200, SAN DIEGO, CA 92123 (858) 573 -6900 RCE EXPIRES: 12 -31 -2017 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON-SITE= 0.7 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 1.5' MAXIMUM VERTICAL DEPTH OF FILL = 0' CUT = 4.4* C.Y. FILL = 0 C.Y. IMPORT = 0 C.Y. REMEDIAL = 0 C.Y. REMOVAL AND RECOMPACTION UNDER AND 0 ' OUTSIDE OF BUILDING AREAS) X4.4 C.Y. OF CUT ONLY APPLIES IF EXPOSED POOL DECK SLAB THICKNESS FOUND TO BE INSUFFICIENT TO SUPPORT PROPOSED WINDSCREEN RELOCATION, AND DEEPENED FOOTINGS ARE REQUIRED. OTHERWISE, QUANTITY OF CUT WILL BE 0'. PARKS AND RECREATION SHEETINDEX SHT NO. DESCRIPTION 1 GRADING NOTES 2 SITE PLAN 3 SECTIONS & DETAILS 4 IMPROVEMENTS WITHIN RIGHT OF WAY 5 EROSION CONTROL PLAN 6 LANDSCAPE PLAN / EROSION CONTROL BMP PROJECT STATUS IFESS 23792 12/31/17 C I VI F c ALA% STANDARD SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT 4&(05 t/;8/141 s SIGN DATE SIGN DATE G - DATE ENGINEERING DIVISION APPROVALS RECOMMENDE :.�QC) APPR D' MASIH MAHER GLENN PRUIM s/ DATE DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO- GRADING PLAN FOR: 330 WEST 'I' STREET PACIFIC CREST APARTMENTS, LLC 126 02 -G APN 258 - 172 -19 -00 PLANNING CASE NO: 14 -295 CDP SHEET 1 OF 6 "AS -BUI LT'' v A] iR FR p IM 1, M N N V rn Za U a o m O° �V) V' o Z_° N N N - Z 00 U[if �c 0 F- U V >1 L w:2 W 0) 00 �� CHANGE NO. F. 1 i r , faroraf, a condos K ` ! '�, ,� 940 Sea Lay r Drive ` t a ; r ° ; i 4 � `� 5' S CK _ --------------- SCALE: 1 -10 ao,o jj 0 10 20 40 I i _ f, —_ ` _ -- T/T _ FEET �E T t�✓� // / _... -------- -------------------- __ _"' __._- _.. _ I v ��/ > --t- -' DING _- - ROOFLINE y, f l ; ; s ', `.t ,_ / DASHED LINE / ND/CATES / Y i _ g-- / I BUILDING BOUNDARIES �t r /' BUILDING AfREA: _ I i I / la -�S}40 , SETBACK LINE LIME ,�� �0. , . BUILDING 1 € POW;6W, O . HICf 04(CRETE� �� t�'`, • I ' ROOFL /NE r__ I �H4�sw/N EX /ST /NG2'H /GH � � ME7RE Tf,�AN 5 AM EDOFSLLU / CONCRETE BLOCK WALL I ;TABL /SHED SYPROJECT & C /TYGEOLOG /STS "~ 1z EN (SEE{/OTE f�s!T1 ,4 . ; WITH 4' TRANSPARENT { ' : , .: , , 1 `� I 1 ASPHALT _._ i WINDSCRE ' E.Y. STAIR �L.� PARKING ,__.. ; ,t E. . /1/1 _� t s TO REMAlN �\ ° r AREA TO REN#A /N II _ , 15'SETBACK 1O' 't I �. �. E:1'ISi/NG � lCR �E' ,, O t� PROPOSED RELOCATION =� i� I� I I 11 :fIPRON" 8E{ ,t ` 'E Z' C ET BLOCK I I�� / t ���WALL WTH4' E 330 W (sSt Street T%T - �I TAT/ ME I , - )V E, WINOSCREEW _. A1�Y f T r ----------------------- _. _ --- ` � ' T BUILD /NG 1 ' ' I I - ROOFL /NE DASHED LINE INDICATES / tf'fLtsEl�/- t BUILDING BO ARIES ,r � � , �� I UND � I ` � BUILDING ;4RIi�4: 1 _ ' r, i POOL •• 440 50. FT. - ' 5'f (t PROPOSED I 1 (NO I I 1 `ix'oRrtow 1 2`�HIGhi iVC gBLO� K� � - //41PROVEME/VTS) I �% I LOT �1�E: 28,800 e0. �T. BUILDING / ' W /FH /N 12fE __. A ' ROOFL /NE LL � , w_ DSc �E _ PROrECr 44OVEt� „ °S� LAN17W L? IN PLACE I I /J — ”" t t r� I v . _ EX. STAIR I � / _ /ND /CA ECTII�A/ TO REMA/ K - 5'sETBAc Rr?CTL DEl?trC ra,�BE < o t t t SV R V i b • _ t _II EWOLISHEO _ E , NCRET ASPHALT a , DECK — ;,F `3 r _ _ - - I �4PARTMENT PARK /NG TO 135 E I J r � , •/ v rif Ai- .�•�• .. .. � ➢EJ . 1 (� If t� T_._•t. 'i ��; 1 i _ I -3 ` it 0 c ' z 1 FENCED POOL EQU/PM T Lo M �.yj/ 4 i �` ; ; I jl,' _ D � , 4 $ r.�✓ il. G 2 H G 1 G NC TE ` ,, ------ 40 ` • EX 4 a — Lo co 6 1 - 5 rn Q K: 6 iri Z B� fF Ei?G ,TO t i j _ t ,•;Fr I 1- IN FIELD •'R JEC G %S{T t' ; / - - — - - r ..,� , ; / ( — O a i 30 - O I r I f : AII�D r YC /T'�OLO¢ /u�T r r , <; I� _ , i ; ,t. < /t _,, fi %I PORT /O �2f' CONCRETEBLOC .141000661- FENCE ON TOP TO REMA /N /N PLACE _ NOTE S = Z 1. ANYIMPROVEMENTS FOUND TO BE WITHIN 5' OF EX /STIN BLUFF EDGE MUST BE REMOVED. QVESS/ -4'`' c�� F CRS O .z SEE!' PR V �_.- ��� 9��1 <^ _____ _ I t lM O EMENTS /N Z. SURFACE WATERON POOL DECK CURRENTLYDRA /NS TO THE Q� l t p / a /��/Ty��/QF -WAY' ONSHEET 4 ° \ STREET: ANYSURFACE DRAINS THATMUST BE RELOCATED Q `§,. E_ _ . 1 i, �:_ Vim¢ ' _ -� ; `� I . ? !i i ', E t \ DURING CONSTRUCTIONMUST DRA /N TO THESTREE7 ° '. ( I , �` �, 2379 !t��� * Exp 123117 * t A ✓�91 CIVIL FOF CAL�F� d'O w0) DESCRIPTION APPROVED DATE BENCHMARK SCALE PLANNING DESIGNED BY: DRAWN BY: CHECKED BY: H SHEET 2 OF 6 DESCRIPTION: SET 2.5- BRASS DISC ENC -33 LOCATION: RED CURB ON SOUTH SIDE OF PARKING LOT OF SWAMIS PARK, NORTH OFRESTROOMS HORIZONTAL:I "=10' VERTICAL: 1" =10' wFC I RF I WFC PLANS PREPARED UNDER SUPERVISION OF DATE: 02 -24 -2016 R.C.E. NO.: 23792 WALTER F. CRAMPTON _ ENGINEER'S NAME EXP.: 12 -31 -2017 ENGINEERING DIVISION APPROVALS RECOMMEND APP E �1 MASIH MAHER GLENN PRUIM DATE 2�/ 1 b DATE �Z1 CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: 330 WEST 'I' STREET PACIFIC CREST APARTMENTS LLC APN 258 - 172 -19 -00 PLANNING CASE NO' 14 295 CDP DRAWING NO. 12602 -G M RECORD FROM: CITY OF ENCINITAS SURVEY CNTRL ELEVATION: NAVD DATUM: NAVD 88 SHEET 2 OF 6 DETAIL -PR ®POSED 110 ('B — — r e- O EX /STING WINDSCREEN EXISTING 2' HIGH CONCRETED BLOCK WALL TO BE REA40VEO OEXISTING SHOTCRETE APRON TO BE REMOVED-- r EXISTING I CONCRETE DECK Pacific Crest APa rtmerts 330 West ' I' Street SEQUENCE OF CONSTRUCTION: O1 REMOVE AND STORE EXISTING GLASS WINDSCREEN ONSITE. OREMOVE CONCRETE BLOCK WALL: SAW -CUT WALL INTO SMALL SECTIONS AND PULL WALL DOWN WITH BREAKER BARS. TRANSPORT WALL SEGMENTS BY WHEELBARROW OUT TO STREET FOR HAULING TO APPROVED LANDFILL. O3 BREAK UP AND REMOVE SHOTCRETE APRON ON SLOPE. TRANSPORT CONCRETE DEBRIS BY WHEELBARROW OUT TO STREET FOR DISPOSAL. OREMOVE PORTION OF CONCRETE PATIO BY CUTTING IT INTO SMALL RECTANGULAR SECTIONS, SECURING WITH EYE -BOLTS FOR LIFTING, AND REMOVING WITH CRANE TO TRUCK FOR DISPOSAL. AFTER REMOVAL OF CONCRETE PATIO SECTIONS, TOP OF BLUFF TO BE DETERMINED BY PROJECT GEOLOGIST AND VERIFIED BY O CITY GEOLOGIST, AND EXISTING PATIO TO BE CUT BACK AS NECESSARY TO ENSURE A MINIMUM 5 -FOOT SETBACK FROM BLUFF EDGE. ADDITIONAL DEBRIS TO BE HAULED TO STREET BY WHEELBARROW FOR DISPOSAL. 60 INSTALL REINFORCING INTO EDGE OF EXISTING PATIO TO SUPPORT NEW CONCRETE BLOCK WALL. 07 CONSTRUCT NEW CONCRETE BLOCK WALL A MINIMUM OF 5 -FEET FROM THE BLUFF EDGE. O8 REINSTALL EXISTING GLASS SCREEN ONTO NEW WALL, O RESURFACE POOL DECKING. 110 105 100 O Q 95 �U ♦r , 33 7F I I �Ic 8 "CMU WALL r 7<-I- 1 1 7 I I _c lie CONC E P NLYREQU /RED /F DEE D N SARY BY PROJEC G /NE ONCE EX /ST /N B /S OSED (TYP.) SEE "W LL ES/GN WINDSCREEN WALL PLAN VIEW (PARTIAL) rb NOT TO SCALE 3" EMBEOMEN 41 EX /STING WINDSCREEN MAX. TO BE REPLACED AFTER (ON OUTER AR > 16"0.0. (TYP.) E DOWEL THICKNESS UNKNOWN „ ✓G CONCRETE DECK WINDSCREEN WALL PROPOSED STRUCTURAL SECTION D SCALE: I " =1' (HORIZ. a VERT.) 4' MAX. K 18" PROJECT ENGINEER ANTICIPATES THAT EXIS NG PATIO DECK WILL BE OF SUFFICIENT THIC ESS TO ACCOMMODATE DESIGN WIND LOADS 0 THE WIND SCREEN. HOWEVER, FINAL DESIGN F WIND SCREEN WALL MAY BE MODIFIED AFT DEMOLITION OF THE OUTER 5 FEET F THE CONCRETE PATIO, AND SECTIONAL OPERTIES OF THE REMAINING CONCRETE SLAB E EXPOSED. EX /STING WINDSCREEN TO 8E REPLA CEO AFTER CONSTRUCT /ON 8" FULLYGROUTED MU WALL / 2- CONT SAM #4 HO 16 "O.C. (TYP.) EX /STING #4 C� 8, CONCRETE 4„ DECK I X-_ 3 "CLR (TYP.) #4 (P 6 "O.C. 36 "LONG #4 ADHESNE 3 LR (TYP,) DOWEL(� 9 "O.0.. 3' -6„ CONCRETE PAD WINDSCREEN WALL CONTINGENT (SEE "WALL DESIGN NOTE" ABOVE STRUCTURAL SECTION E SCALE: I " =1' (HORIZ. & VERT.) F RE /NFORC //VG NOTES.• I. STEEL REINFORCING TO BE EPDXY COATED. 2. EMBED REINFORCING A MIN. OF 3" INTO EXISTING PATIO SLAB. USE SIMPSON SET EPDXY, ICC #ESR -1772 FOR EXISTING CONCRETE. O EX /ST //VG WINDSCREEN TO BE STORED Ol1/S/TE, AND THEN REINSTALLED ON TOP OF PROPOSED BLOCK WALL O TOP OF BLUFF TO BE PROPOSED LOCAT /ON OF Z' DETERMINED IN FIELD BY H/GH CONCRETE BLOCK WALL PROJECTGEOLOG /STAND Apartments E/ER/F/ED BYC/TYGEOLOG /ST EXISTING CONCRETE DECK Og FrO BE RESURFACED AFTER 330 (.Vest T Street DETAIL CROSS SECTION -PROPOSED B SCALE: I " =5' (HORIZ. a VERT.) CHANGE NO. DESCRIPTION - 01U 7/o fm APPROVED DATE BENCHMARK DESCRIPTION: SET 2.5"BRASS DISC ENC -33 LOCATION: RED CURB ON SOUTH SIDE OF PARKING LOT OF SWAMIS PARK NORTH OFRESTROOMS SCALE HORIZONTAL: VF,RIED VERTICAL: VARIED PLANNING DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS 7�� D D: �QC7 APP V MASiH MAHER GLENN PRUIM DATE Z� / I G DATE S /2 7�L � CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT GRADING PLAN FOR: 330 WEST 'I' STREET PACIFIC CREST APARTMENTS, LLC APN 258 - 172 -19 -00 PLANNING CASE NO: 14 -295 CDP WFC RN WFC PLANS PREPARED UNDER SUPERVISION OF DATE: 05 -09 -2016 R.C.E. NO.: 23792 WALTER F. CRAMPTON ENGINEER'S NAME EXP.: 12 -31 -2017 DRAWING NO. 12602 -G R11— -17-ml lei RECORD FROM: CITY OF ENCINITAS SURVEY CNTRL ELEVATION: NAVD DATUM: NAVD 88 SHEET 3 OF 6 ,` As -1bu i uT, O O m M d) 00 Ln 00 M N N �0) ZQ U CL o O° OV) O o Z_ o N J =' cn Z O0 0 V 0 0 C ai U vT �o w0) M lz CHANGE NO. lAom ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED MAY 3, 2016 AS DOCUMENT NO.2016- 0209214. PROPERTYLINE FENCED POOL EQUIPMENT YARD 'O REMA /N, BUT SHALL NOT SE :NLARGEO, EXTENDED OR XPANDED INANYMANNER ' _. BOARD f{EN� TO BE-REPLACED IN LIKE KIND AS REQUIRED 8YC /TYOFENCIAWAS EX /STING POST TO REPLACED IN LIKE K/NDAS REQU /RED B-YCITYOF EIVCINITAS WROUGHT IRON �> REMAIN IN PLACE __ DIRT = 3 "DIA. ROCKI V IN P! DIRT PROPOSED �- PROPOSED /RE_ CT/L�l CONCRETE CURS OF DRAINAGE P CONCRETE `T PAD TO REMAIN /N PLACE h IMPROVEMENTS WITHIN RIGHT -OF -WAY SCALE: I " =3' DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: SET 2.6 BRASS DISC ENC -33 L LOCATION: RED CURB ON SOUTH SIDE OF PARKING LOT OF SWAMIS PARK, NORTH OF RESTROOMS '2y % RECORD FROM: CITY OF ENCINITAS SURVEY CNTF ELEVATION: 82.081 DATUM: NAVD 88 �! f I t� I t' DIRT I 1� STREET CENTERLINE Q SCAL E HORIZONTAL: VARIED VERTICAL: VARIED 41/ 4" �--� /,> #4 HOOK 918 "O.C. EMBED A MIN. OF 2 "INTO EXISTING CONCRETE PAD - `PROPOSED CONCRETE CURS #4 REBAR EX /STING CONCRETE PAD CROSS SECTION G SCALE: I " =1' REINFORCING NOTES: 1. ALL RE/NFORC/NG TO BE EPDXYCOATED. 2. EMBED HOOKA M /N. OF2 "INTO EX /STING COAtCRErE WITH SIMPSON SET EPDXY, /CC #ESR -1772 r— 4 "FENCE POST POOLL D E^ S L P%mp � t% CROSS SECTION SCALE: I " =1' PARKS & RECREAT /ON NOTES: 7. PKUTECT IN PLACEALL F-X /ST /NG IRRIGATION EQUIPMENT. 017YOF ENCINITAS PARKS & RECREATION REPRESENTATNESHALL BE NOTIFIED OFANY DAMAGE THAT OCCURSASA PART OF THIS PROJECT. DAMAGE SHALL BE REPAIRED 8YCONTRACTORAT THE CONTRACTORS EXPENSE, AND BE REPAIRED TO THE SATISFACT /ON OFA REPRESENTATIVE OF THE PARKS & RECREAT /ON DEPARTMENT. 2. PROTECT IN PLACE EX /STING D R ACE N A D R A C 0, DRAGON TREE THAT IS WITHIN 4 -FEET OF THE EDGE OF THE PROPOSED DRAINAGE CHANNEL, AS SHOWNAS "IMPROVEMEAMS WITH THE RIGHT- OF-WAY. " DO AIOT OVER - EXCAVATE INANYOIRECT /ON /N ORDER TO MINIMIZE ROOT DAMAGE. DO NOT PILE OR STOREAA(Y SOIL OR SPOILS FROM THE EXCAVATIONAAMNHERE ON THE SITE. ALL SOILS AND SPOILS REMOVED AS A PART OF THE CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF PROPERLYBY THE CONTRACTOR AT NO EXPENSE TO THE 017'Y OF ENCINITAS. K RE URFACING PROPOSED R,5U1?FAC 1NG OF EXISTING POOL DECK CONS /STING OF REMOVAL OF£X/5T /N6 COA77N6ANO 193ruLAT/O/V OF KNOCKDOWN TEXTURE OVERLAY, 7V 8E ACCOMPLISHE,0,45 FOLLOWS: 5TEP 1: COVER POOL; 5TEP 5: APPLY645f C'DAT; STEP 2: GRIND S REMOVE EX 15771VG C0471W) 57-EP& APPLyKNOChlDowiy TEXi'URF,- STEP 3: HIGH PRESSURE WASH5URFACES; 57-FP 7: ,gPPLYgCRYL/c ToPcA4TW17H NoAISkip; 57'EP4: AMYTWO— PARTEPDXYPRIMER; STEP 8: APPLYCLEARSEALER- 4 "FENCE POST (PROJECTED) - "' ! —' '— _ \--NO. 3 SACK /NG LAST 2 FEET TO III -I 1=1 I I, SERVEAS ENERGYDISSIPATOR SCALE: I " =1' D /A. ROCK M/RAFI FABR /C PLANNING utJFu sY: urwRF tY: CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT d� lAom ENCROACHMENT MAINTENANCE AND REMOVAL AGREEMENT RECORDED MAY 3, 2016 AS DOCUMENT NO.2016- 0209214. PROPERTYLINE FENCED POOL EQUIPMENT YARD 'O REMA /N, BUT SHALL NOT SE :NLARGEO, EXTENDED OR XPANDED INANYMANNER ' _. BOARD f{EN� TO BE-REPLACED IN LIKE KIND AS REQUIRED 8YC /TYOFENCIAWAS EX /STING POST TO REPLACED IN LIKE K/NDAS REQU /RED B-YCITYOF EIVCINITAS WROUGHT IRON �> REMAIN IN PLACE __ DIRT = 3 "DIA. ROCKI V IN P! DIRT PROPOSED �- PROPOSED /RE_ CT/L�l CONCRETE CURS OF DRAINAGE P CONCRETE `T PAD TO REMAIN /N PLACE h IMPROVEMENTS WITHIN RIGHT -OF -WAY SCALE: I " =3' DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: SET 2.6 BRASS DISC ENC -33 L LOCATION: RED CURB ON SOUTH SIDE OF PARKING LOT OF SWAMIS PARK, NORTH OF RESTROOMS '2y % RECORD FROM: CITY OF ENCINITAS SURVEY CNTF ELEVATION: 82.081 DATUM: NAVD 88 �! f I t� I t' DIRT I 1� STREET CENTERLINE Q SCAL E HORIZONTAL: VARIED VERTICAL: VARIED 41/ 4" �--� /,> #4 HOOK 918 "O.C. EMBED A MIN. OF 2 "INTO EXISTING CONCRETE PAD - `PROPOSED CONCRETE CURS #4 REBAR EX /STING CONCRETE PAD CROSS SECTION G SCALE: I " =1' REINFORCING NOTES: 1. ALL RE/NFORC/NG TO BE EPDXYCOATED. 2. EMBED HOOKA M /N. OF2 "INTO EX /STING COAtCRErE WITH SIMPSON SET EPDXY, /CC #ESR -1772 r— 4 "FENCE POST POOLL D E^ S L P%mp � t% CROSS SECTION SCALE: I " =1' PARKS & RECREAT /ON NOTES: 7. PKUTECT IN PLACEALL F-X /ST /NG IRRIGATION EQUIPMENT. 017YOF ENCINITAS PARKS & RECREATION REPRESENTATNESHALL BE NOTIFIED OFANY DAMAGE THAT OCCURSASA PART OF THIS PROJECT. DAMAGE SHALL BE REPAIRED 8YCONTRACTORAT THE CONTRACTORS EXPENSE, AND BE REPAIRED TO THE SATISFACT /ON OFA REPRESENTATIVE OF THE PARKS & RECREAT /ON DEPARTMENT. 2. PROTECT IN PLACE EX /STING D R ACE N A D R A C 0, DRAGON TREE THAT IS WITHIN 4 -FEET OF THE EDGE OF THE PROPOSED DRAINAGE CHANNEL, AS SHOWNAS "IMPROVEMEAMS WITH THE RIGHT- OF-WAY. " DO AIOT OVER - EXCAVATE INANYOIRECT /ON /N ORDER TO MINIMIZE ROOT DAMAGE. DO NOT PILE OR STOREAA(Y SOIL OR SPOILS FROM THE EXCAVATIONAAMNHERE ON THE SITE. ALL SOILS AND SPOILS REMOVED AS A PART OF THE CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF PROPERLYBY THE CONTRACTOR AT NO EXPENSE TO THE 017'Y OF ENCINITAS. K RE URFACING PROPOSED R,5U1?FAC 1NG OF EXISTING POOL DECK CONS /STING OF REMOVAL OF£X/5T /N6 COA77N6ANO 193ruLAT/O/V OF KNOCKDOWN TEXTURE OVERLAY, 7V 8E ACCOMPLISHE,0,45 FOLLOWS: 5TEP 1: COVER POOL; 5TEP 5: APPLY645f C'DAT; STEP 2: GRIND S REMOVE EX 15771VG C0471W) 57-EP& APPLyKNOChlDowiy TEXi'URF,- STEP 3: HIGH PRESSURE WASH5URFACES; 57-FP 7: ,gPPLYgCRYL/c ToPcA4TW17H NoAISkip; 57'EP4: AMYTWO— PARTEPDXYPRIMER; STEP 8: APPLYCLEARSEALER- 4 "FENCE POST (PROJECTED) - "' ! —' '— _ \--NO. 3 SACK /NG LAST 2 FEET TO III -I 1=1 I I, SERVEAS ENERGYDISSIPATOR SCALE: I " =1' D /A. ROCK M/RAFI FABR /C PLANNING utJFu sY: urwRF tY: CHECKED ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT WFC PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: j C0.© A GRADING PLAN FOR: DATE: 05-09 -2016 �_.1 � 330 WEST'I' STREET PACIFIC CREST APARTMENTS, LLC WALTER F. CRAMPTON R.C.E. NO.: 23792 MASIH MAHER GLENN PRUIM S 2 /� /I �p S 2 7 �d APN 258 - 172 -19 -00 ENGINEER'S NAME EXP.: 12 -31 -2017 DATE E DATE PLANNING CASE NO: 14 -295 CDP "A50,15 U I LT LO I M r LO LO 00 M N N VCD Za U a O° C7 V �c Z0 N N J =� gOVESS /O,y l 00 �T o. 23792 �' N xp. 12/31/17 * V r CIVIL OF C p� \F d' o w0) 0' DRAWING NO. ~ 12602 -G SHEET 4 OF 6 23792 12/31/17 CIV }q. ' j f F i 4M1� } CHANGE NO. I DESCRIPTION I III � t 1/ VARIES _j —I - ----- - ------`i w!. v�vv PLAN CO w' It a GRAVEL BAGS 10 MIL VISQUEEN ANCHORED LINER SECTION NCRETE WASHOUT NO SCALE 12" MIN I / (TYP.) I. SET POSTS AND EXCAVATE A 4 BY 4 INCH TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE ORANGE CONSTRUCTION FENCING TO THE POSTS. ir. /� II 4 IN 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. (f( III III III FILTER FABRI III 1111IIIII 1 =1 I I� 11= ''=1 I L -1 I I SILT BIO FENCE DETAIL NO SCALE GRAVEL BAGS OVERLAP ONTO CURB RUNOFF = �3' MIN. GAP BETWEEN THREE LAYERS OF BAGS ACTS AS GRAVEL BAGS WITH SPILLWAY ENDS OVERLAPPED GRAVEL BAGS NO SCALE SLOPE —� 8" DIA. FIBER ROLL, EMBEDMENT SHALL BE 2" MW /4" MAX. (TYP.) 3/4 "x3/4" WOOD STAKES fat 4' MAX. 0. C. ITYP.) E, 1//111- �..U�� FIBER ROLL DETAIL t{ �/ T NO SCALE facI FIc Greet "f 330 UJest I f 16treet ���TT /T /T�� I / T 1 � 4 _ — . \ �f 0 / 22 ,. •.., r � � I ._�.. t -- ._..._..�___ ---_ .," 1. • __ ____ ((g� ASPHALT - — - _.__ PARK /NO AREA TO REMA /N i - 1C— ASPHALT ° APARTMENT PAR"AtV TO REMA /N , k 3 i I / ; o O � 2. THE CONTRACTOR SHALL INCORPORATE THE WATER QUALITY BMPS INCLUDED AS PART OF THIS PROJECT, AS WELL AS ANY ADDITIONAL REQUIREMENTS INCORPORATED HEREIN BY PRESENT CONDITIONS, IN ORDER TO — AVOID DEGRADATION OF WATER QUALITY DURING AND FOLLOWING CONSTRUCTION ACTIVITIES. c' o ZN 1 3. PRIOR TO SITE CLEARING AND GRUBBING, A TEMPORARY ORANGE ENVIRONMENTAL FENCE AND A 24" HIGH J SILT FENCE SHALL BE INSTALLED ALONG THE PROJECT BOUNDARY, AS SHOWN ON THESE DRAWINGS. THE N EXACT LOCATION AND ALIGNMENT SHALL BE DEFINED IN THE FIELD BY THE CONTRACTOR. Z o 00 \ 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE U CITY ENGINEER DUE TO OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. Q °, o SITE PLAN - EROSION CONTROL 5. ALL GRAVEL BAGS SHALL HAVE 3/4 INCH MINIMUM AGGREGATE. p T V a T'`,''•, `, SCALE: I " =10' 6. THE EROSION CONTROL DEVICES DEPICTED ARE APPROXIMATE AND TEMPORARY. r � W PLANNING DESIGNED BY: DRAWN BY: 1. ENGINEERING DIVISION APPROVALS DRAWING NO. f h — R a s WFC RF WFC PLANS PREPARED UNDER SUPERVISION OF ✓xµ {\ .- ----------- x 330 WEST 'I' STREET 4 YtC - PACIFIC CREST APARTMENTS LLC 12602 -G ) MASIH MAHER GLENN PRUIM � 6 S/2 7//6 _.._ > EXP.: 12 -31 -2017 DATE DATE ° PLANNING CASE NO: 14 -295 CDP SHEET 5 OF 6 a "1\5-13UILT" ' I EROSION ft SEDIMENT CONTROUBMP NOTES: f, I e; Z< j I. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES IN WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER THROUGHOUT THE CONSTRUCTION PHASE OF THE PROJECT. O � 2. THE CONTRACTOR SHALL INCORPORATE THE WATER QUALITY BMPS INCLUDED AS PART OF THIS PROJECT, AS WELL AS ANY ADDITIONAL REQUIREMENTS INCORPORATED HEREIN BY PRESENT CONDITIONS, IN ORDER TO — AVOID DEGRADATION OF WATER QUALITY DURING AND FOLLOWING CONSTRUCTION ACTIVITIES. c' o ZN 1 3. PRIOR TO SITE CLEARING AND GRUBBING, A TEMPORARY ORANGE ENVIRONMENTAL FENCE AND A 24" HIGH J SILT FENCE SHALL BE INSTALLED ALONG THE PROJECT BOUNDARY, AS SHOWN ON THESE DRAWINGS. THE N EXACT LOCATION AND ALIGNMENT SHALL BE DEFINED IN THE FIELD BY THE CONTRACTOR. Z o 00 \ 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE U CITY ENGINEER DUE TO OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. Q °, o SITE PLAN - EROSION CONTROL 5. ALL GRAVEL BAGS SHALL HAVE 3/4 INCH MINIMUM AGGREGATE. p T V a T'`,''•, `, SCALE: I " =10' 6. THE EROSION CONTROL DEVICES DEPICTED ARE APPROXIMATE AND TEMPORARY. W PLANNING DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ~ n WFC RF WFC PLANS PREPARED UNDER SUPERVISION OF RECOMMEND: jc0 APPR GRADING PLAN FOR: DATE: 05 -09 -2016 330 WEST 'I' STREET PACIFIC CREST APARTMENTS LLC 12602 -G R.C.E. NO.: 23792 WALTER F. CRAMPTON ENGINEER'S NAME MASIH MAHER GLENN PRUIM � 6 S/2 7//6 APN 258 - 172 -19 -00 EXP.: 12 -31 -2017 DATE DATE ° PLANNING CASE NO: 14 -295 CDP SHEET 5 OF 6 "1\5-13UILT" z <V 5/16" HOT ROLLED 5TEEL "J" HOOK (2 REQ'D) COVERED WITH PROTECTIVE VINYL TUBING, WELDED TO #4 REBAR STAKE. TYPICAL. ON GRADE 50H 40. UVR -PVC = =^lAIlll TAIL IAAW1 Ik,G A® 1 A•' Al ICJ I END TO HOLD. AT 18" MIN. DEPTH. LENGTH AS RE010. UNDER GROUND SCH 40 PVC MAINLINE TO BALL VALVE OR LATERAL LINE TO TEE SPRINKLER AS OCCURS, ATMOSPHERIC VAGUUM-.,, BREAKER PER LEGEND. LOCATE ® TOP OF SLOPE 12" ABOVE 1416HEST HEAD. MALE ADAPTER, TYP. 50H 80 PVC, �' RISERS, TYP. FINISH =_�� =iiii SCH 60 PVC MALE -I 1 1 1) 1 11 III N ADAPTER, TYP. SCH 40 PVC LATERAL LINE SCH 80 NIPPLE W6 5CH 80 ELL (TYP)1- -� ATMOSPHERIC VACUUM 5RB4KER NOT TO SCALE ON CGRAI7E- PIPE ANV STABILIZER BACK FLUSH PRE5w;E NOT TO SCALE P ANTING NOTES I. ALL VEGETATION PLANTED ON THE SITE SHALL CONSIST OF NATIVE, DROUGHT TOLERANT SPECIES, NON INVASIVE PLANTS. 2. ALL PLANTING SHALL BE COMPLETED WITHIN 60 DAYS OF THE CONSTRUCTION OF THE BLUFF. 3. ALL REQUIRED PLANTINGS WILL BE MAINTAINED IN 6000 GROWING CONDITION THROUGHOUT THE LIFE OF THE PROJECT, AND, WHENEVER NECESSARY, SHALL BE REPLACED WITH NEW EQUIVALENT PLANT MATERIALS TO ENSURE CONTINUED COMPLIANCE WITH LANDSCAPE PLANS. 4. LANDSCAPE CONTRACTOR SHALL RECEIVE THE 517E AS 15. 5. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. 6. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE PLANTING. T LAND50APE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL SHRUBS PRIOR TO PLANTING. 8. SHRUB PITS SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1 -1/2 TIMES CONTAINER DEPTH. q. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING. 10. NITROLIZED ORGANIC AMENDMENT SHALL BE WILBM -ELLIS WIL -SRO" SOIL AMENDMENT, LOAMEX -, OR APPROVED EQUAL. 11. A. PLANTING BACKPILL MIX FOR ALL CONTAINER PLANTS SHALL CONSIST OF X5 NITROLIZED ORGANIC AMENDMENT AND 4/5 EXISTING SOIL, PLUS 2 LES. PER CU. YD. OF 501L SULFUR, 1/2 LEG. OF IRON SULFATE, 4 LBS. OF TRI-C ORGANIC FERTILIZER 6 -2-4 PER CUBIC YARD. IN ADDITION APPLY 15 LBS. OF TRIG MYGO DRENCH FOR THE TOTAL OF SACKFILL OR PER MF6R'S SPECIFICATIONS, B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH SARVOW PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING' PLANTS SHALL BE WATERED THOROUGHLY WITH 5UPERTHRIVE- WITHIN 2 HOURS OF PLANTING. 12. ALL PLANTS 1- GALLON SIZE OR LARGER SHALL RECEIVE AGRIFORM 21 -6RAM 20 -10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES: ONE PER I GAL. AND TWO PER 5- 6ALLON; PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND I" FROM ROOTBALL. 13. ALL PLANTS PLANTED FROM CONTAINERS SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF V IN THREE LONGITUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE. 14. ALL SHRUB BASINS (ONLY) SHALL BE COVERED WITH A I" DEEP LAYER OF A H16H QUALITY MULCH (BAGGED PRODUCT). ALL BARK TO BE NITROLIZED WITH 5% NITROGEN. 15. A LANDSCAPE MAINTENANCE PERIOD OF I YEAR SHALL BE WN51PERED PART OF THIS CONTRACT. PLEASE BID AS A SEPARATE ITEM. CHANGE NO. IRE6ULATIN6 FILTER TEMPORARY -'°°- FINISH GRADE (W/ MULCH) 4" BELOW VALVE BOX IRRIGATION NOTES TAR '" "� lil I I -I 15 5.G. 1. DUE TO THE SENSITIVE NATURE OF THIS COASTAL BLUFF, TEMPORARY IRRIGATION SHALL BE ACCOMPLISHED BY MANUALLY LATERAL - OPERATED WATERING, AS NECESSARY, UNDER THE SUPERVISION OF THE OWNERS LANDSCAPE MAINTENANCE CONTRACTOR. HAND I WATERING MAY BE ACCOMPLISHED WITH THE USE OF LOW PRECIPITATION RATE (< .5 "/HR) EMITTERS AT EACH SHRUB, BUT ONLY IF A MAINTENANCE PERSON IS ON -SITE MONITORING SAID PLASTIC VALVE BOX W/ U.V. INHIBITORS PER SPECS. O WG SC 440 FEMALE IRRIGATION. OTHERWISE THE IRRIGATION SHALL NOT BE ALLOWED. ADAPTER, M,ICAL O • O O O 5.02. THIS PLANTED AREA SHALL HAVE TEMPORARY AND LIMITED IRRIGATION THAT MUST BE REMOVED WITHIN 365 DAYS OF BRICK (OPTIONAL) PEA GRAVEL PLANTINGS, UNLESS THE OPINION OF LANDSCAPE ARCHITECT MORE TI, E IS REQUIRED. AUTOMATIC METERIN& VALVE A/ 5.6.5. BEFORE THE END OF 6 MONTHS INTO THE LANDSCAPE B14CK PLUSH PRESSURE MAINTENANCE PERIOD, CONTRACTOR TO ADJUST LOCATION OF RE6UL14TI NCB P I LTER XERIBU6 TO AVOID SATURATED ROOT GROWN. COMPRESSION FITTING END CAP, MOD. #MDCFGAP, BY RAINBIRD. AT EACH END OF LINE, WITH COUPLING MOD. WDFWW 015 SYMBOL A ), TYPICAL. " DISTRIBUTION TUBING, MOD. #PT -025, BY RAINBIRD. (THIS 5YM50L/ \.) TYPICAL k AUTOMATIC f r W METERING VALVE. I Y PVC. MALE ; NOT TO SCALE 6. FLUSH ALL PIPES GLEAN PRIOR TO INSTALLING EMITTERS. 7. OBTAIN AN IRRIGATION ATION COVERAGE APPROVAL FROM THE PVC. EGN. 40 \ti LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE I ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF DESIRED PNG. 5X5 ELL. � r PVC. t .: J 40 NIPPLE. 'f CONDITIONS DEMAND, PER PLANS, AND /OR AS REQUIRED. WO TEE OR ELL. > "DRIP' WC MAIN. ✓i ALL IRRIGATION DEVICES, SHALL HAVE VALVES THAT SERVICE "DRIP" IRRIGATION AND SHALL BE INSTALLED WITH AN APPROVED FILTER, PER PLAN. 10. ALL TRENCHES SHALL BE NETTED AND RECOMPAGTED TO q0% S.G.4. THESE TEMPORARY SY5TEM5 SHALL BE DISCONNECTED AND NOT TO SCALE TEMPORARY \' REMOVED WITHIN 26 MONTHS AFTER PLANTING. 5-CS. THIS SITE 15 ADJACENT TO A STEEP SLOPE. CONTRACTOR SHALL EXERCISE CAUTION AND SAFETY IN ALL MATTERS PERTAINING TO WORK. I1== 111 =/C i` I. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEMS THAT ARE -I (1-I 11- COMPLETE AND FUNCTIONING IN EVERY WAY. I I MI I (-J 2. PLANS ARE PRECISE, AND YET DIAGRAMMATIC. PRECISE LOCATION OF EMITTERS SHALL BE FIELD ADJUSTED TO MEET MINOR VARIATIONS IN PLAN. 5. CONTRACTOR SHALL CHECK AND VERIFY ALL SITE CONDITIONS," DIA UTILITIES, AND SERVICES PRIOR TO BEGINNING OF W . GRAVEL WORK. SUMP. X A 4. CONTRACTOR SHALL CHECK AND VERIFY WATER PRESSURE OF AT LEAST AT 50 P51 AT POINT OF CONNECTION (P.O.G) PER PLAN, PRIOR TO BEGINNING OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. 5. T PATIO. BALL VALVE E - BACK COTNTRACTOR TO PROVIDE A NEW VACUUM BREAKER Y �47:i!s!'Iw- 5!O'I,' AT EXISTING HOSE BIBB FOR THIS PROJECT. NOT TO SCALE 6. FLUSH ALL PIPES GLEAN PRIOR TO INSTALLING EMITTERS. 7. OBTAIN AN IRRIGATION ATION COVERAGE APPROVAL FROM THE INGLE- OUTLET EMITTER: LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE PRE55M COMPENSATING_ MODULE PG-5. INSTALL ON HIGH ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF DESIRED SIDE OF PLANTING, WITH Y4" INSPECTION TIME. TUBING STAKE MOD #75-025 BY 8. PROVIDE ANTI -DRAIN VALVES OF CORRECT LINE 51ZE WHERE FIELD RAINBIRD. CONDITIONS DEMAND, PER PLANS, AND /OR AS REQUIRED. -2 PG-5 EMITTER PER "DRIP' q. ALL IRRIGATION DEVICES, SHALL HAVE VALVES THAT SERVICE "DRIP" IRRIGATION AND SHALL BE INSTALLED WITH AN APPROVED FILTER, PER PLAN. 10. ALL TRENCHES SHALL BE NETTED AND RECOMPAGTED TO q0% MINIMUM UNDER FLATWORK AND 85% IN PLANTING AREAS. NATIVE 5FF48 II. CONTRACTOR SHALL MOUNT IRRIGATION SCHEDULING GUIDELINES (PROVIDED BY LANDSCAPE ARCHITECT) TO OMER FOR MANUAL OPERATION. CONTRACTOR 15 REQ. TO USE MULTIPLE STARTS FOR EACH VALVE TO ACHIEVE DEEP WATERING. I =III -I 12. AS -BUILT DRAWINGS SHALL INCLUDE LOCATIONS OF ALL MAINS, I-1 I I VALVES, 4 EMITTERS, IF DIFFERENT THAN PLANS. LOCATE BY - r I II DIMENSIONING FROM TWO FIXED POINTS (C.ONTRAGTOR MAY USE A BLUEPRINT OF THE SPRINKLER PLAN AND EDIT IN PERMANENT RED E INK FOR THE A5 -BUILT DRAWING) 15. PROVIDE THE FOLLOWING TOOLS AND MATERIALS AS PART OF THIS 1'4 -INCH BARB TEE MOD - #XBF3TEE OR CONNECTOR MOD #XBFICONN BY RAINBIRD T" DIA. VALVE BOX BALL VALVE WC MAINLINE _4 aw6_4 4 -INCH TUBING: POLYETHYLENE DIST. TUBING, BY RAINBIRD MOD. #PT -025 CONTRACT: 14-INCH TUBING STAKE: -' -III -I A. ALL EQUIPMENT OPERATION MANUALS AND GUARANTEES. RAIN BIRD 75-025 I I I I -) I I =I LIZ 4O� B. I PLASTIC SEALED DIAGRAM of SYSTEM AREAS. GET REDUCED V2-INCH POLYETHYLENE TUBING: -I 1 1=111 - PRINT FROM LAND50APE ARCHITECT. RAIN BIRD XB5 BLACK STRIPE C. I A5 -BUILT DRAWINGS. TUBING NV GALV. TIE DOWN MOD. NOTE: #TD5 -050 W/BEND, 5' O.G. MAX. USE XERIMAN TOOL XM -TOOL TO INSERT CONNECTOR DIRECTLY INTO 1/2 -INCH POLYETHYLENE TUBING. RRI (SAT1 ON 4 PLANTING SPECIFICATIONS TO BE PART IPRI P EMITTER OF CONTRACTOR'S CONTRACT NOT TO SCALE DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: SET 2.5" BRASS DISC ENC -33 LOCATION: RED CURB ON SOUTH SIDE OF PARKING HORIZONTAL: N /ARIED y LOT OF SWAMIS PARK, NORTH OF RESTROOMS RECORD FROM: CITY OF ENCINITAS SURVEY CNTRL VERTICAL: VARIED ELEVATION: 82.081 DATUM: NAVD 88 PLANNING ORBIT NIEcNAf�ICAL WA1'ER T►M R 5690a TYR 1 TOTALS --� 1 CONNECT LATERAL LINE WITH FLEXIBLE TUBING AT HIGHEST PORTION OF TUBIN S W/ EASY FIT COMPRESSION FITTINGS 5Y5TEM ADAPTER MOD. #MDGF5OFTP, COUPLING MOD. #MDFGOUP, AND TEE MODAMDGFTEE, BY RAINBIRD, TYPICAL . 1 1 TEMPORARY LATERAL LINE, UVR -PVC SCH 40 LATERAL LINE (THIS SYMBOL 7YP) PER DETAIL I - MAINLINE, SGH. 40 PVG (THIS SYMBOL ®), TYPICAL. 1 1 -I" TEMPORARY ATMOSPHERIC VACUUM BREAKER VALVE, BY G1 AWOW ARRONFEAD MOD.# 582 -075 INSTALL DOWNSTREA OF CONNECTION, PER DETAIL E -POINT OF GONWECTION AT - EXISTING HOSE 5155 (FIELD LOCATE). CONTRACTOR SHALL GHEGK $VERIFY WATER PRESSURE 15 AT LEAST 50 PSI AT POINT OF CONNECTION (P.O.G), TYPICAL. 1 1� -PROVIDE A VACUUM BREAKER ' VALVE AT EXISTING HOSE BIBB !FIELD LOCATE) PRIOR TO TEMPORARY IRRIGATION CONNECTION, TYPICAL. MANIFOLDS TEMPORARY 14" BALL VALVE, BY KBI MOD, BTU SERIM -015 SYMBOL ® 6 TYPICAL, PER DETAIL -14" BARB TRANSFER FITTING, MOD. TEMP IORARY " AUTOMATIC #XBFICONN FOR SINGLE EMITTER AND METERIN S VALVE MOD. MOW^ XBnTEE FOR DOUBLE EMITTER, (THIS (THESE 5YM50LS �'� / ��>C_. ), SYMBOL ) TYPICAL, F TYPICAL (I TOTAL) PER DETAIL - FLEXIBLE BLACK STRIPE TUBING, MOD. #X35 -100, W/ GALVANIZED STAKE DOWN MOD. #TD5 -050 KBEND, BY RAINBIRD. 5' O.G. SPACING (THIS SYMBOL . J), TYPICAL - PRESSURE COMPENSATING XERIBU6 EMITTERS, MOD. #PG-5, NV DIFFUSER GAP BY RAINBIRD. (THIS SYMBOL ® ), TYPICAL. INSTALL WITH !4" 11uBING STAKE MOD. #T5 -025 ON HIGH SIDE OF PLANT, PER DETAIL__ - USE I PC-5 EMITTER FOR I GAL. SHRUBS 4 / H - USE 2 PG-5 EMITTER FOR 5 GAL. 5HRUB5 NOTE: PLAN 15 DIAGRAMMATIC. LOCATE MAIN, LATERAL LINE AND VALVES IN51DE PLANTED AREA. 0 4 8 16 &M%Mo SCALE: 1/8`=l'-0` CL CIL Cl 3' TEMPORARY WINDSCREEN, SHADE CLOTH MOUNTED ON T- STAKE5 ® 5'-6" O.G. 14 IATR BRE. I GAL. CLE 150. IS 14*664W. 1 GAL DAVID REED LANDSCAPE ARCHITECTS 3585 5TH. AVENUE SUITE 100 SAN DIEGO, CALIFORNIA 92103 (619) 239 -3300 www.drasla.com PEED NOTES: I. AS A FIRST ITEM OF WORK CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT WITH A COMPOSITE 501L SAMPLE, COLLECTED AT THE DIRECTION OF THE LANDSCAPE ARCHITECT, OF ROUGHLY EQUAL AMOUNTS, FROM A MINIMUM OF 6 LOCATIONS ON THE PROJECT SITE. SOIL SAMPLE WILL BE PROCESSED BY THE LANDSCAPE ARCHITECT. ACTUAL SOIL AMENDMENTS WILL BE BASED ON THE RESULTS OF THE LAB TEST OF THIS SAMPLE. THE AMENDMENT SPECIFICATIONS HAVE BEEN GONSTRIM 50 AS TO COVER MOST CONTINGENCIES FOR AMENDMENT, THEREBY ELIMINATING THE POSSIBILITY OF A CHANGE IN COST. 2. PRIOR TO LANDSCAPE CONSTRUCTION, CONTRACTOR SHALL MEET ON -SITE WITH THE LANDSCAPE ARCHITECT TO REVIEW THE 51TE CONDITIONS, AS GRADED SOILS, SUCCESS CRITERIA AND OTHER REQUIREMENTS OF THE PROJECT. 5. THE WINDSCREEN 15 INTENDED FOR USE THROUGH THE FIRST WINTER SEASON. IF A 2ND WINTER SEASON 15 REQUIRED, THE SCREEN SHALL BE DROPPED TO HALF HEIGHT. AFTL-RWARD5 THE SCREEN, AND STAKES SHALL BE REMOVED FROM THE SITE. TEMPORARY IRRIGATION PLAN nio PLANTING PLAN -4 SCALE: I/8 ° =1' -0" ® SCALE: I /be=l' -O" TOP OF ROOTBALL - I" ABOVE SURROUNDING GRADE. 2" + BERM FOR WATERING BASIN. APPROVED MULCH. FIN15H GRADE.— a <� ;zpi in u- z in 21 (SM. PLANT TABS, PEA C)PEGS. PLACE IN DIRECT CONTACT NV ROOTBALL. I PER 1-SAL OF WORK AREA �J4 vera- - • �47:i!s!'Iw- 5!O'I,' �� O�OOC'OOi• - r LJf A. im uJ SHRUB PLANTI N6 KEY' MAP P 0. C. AT H 0 5 E BIB /� /1 II I " U PLANS PREPARED UNDER SUPERVISION OF DATE: 05 -09 -2016 DAVID REED LIC. NO.: 1962 LANDSCAPE ARCHITECTS NAME EXP.: 9 -30 -2017 SCALE: I =20 -0 ®� > a00 ENGINEERING DEPARTM NT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. .'t/Vj�! MASIH MAHER S/2(1) A DATE 1p AI �ROVD' GRADING PLANS FOR: _ 330 WEST 'I' STREET 12602 -C GL IN PRUIM PACIFIC CREST APARTMENTS, LLC _ SZ- 2>16 APN 258 - 172 -19 -00 DA' PLANNING CASE NO: 14 -295 CDP SHEET 6 OF 6