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2014-12033 SG (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 "GEOTECHNICAL INVESTIGATION FOR PROPOSED BUILDING ADDITIONS /IMPROVEMENTS AT 533 LA COSTA AVENUE ENCINITAS, CALIFORNIA" PREPARED BY HETHERUNGTON ENGINEERING, INC. DATED 02- 27 -14, AND PROJECT# 7280.1 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 NO 12033 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 11ME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO 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. SHEET INDEX SHEET N0. 1: TITLE SHEET SHEET NO. 2: GRADING PLAN SHEET NO. 3: EROSION CONTROL PLAN CHANGE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT SEEMA BURKE AT (760) 845 -3667, 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 i 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 (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 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 U1LITIES 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 -9609 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 7.824 SOFT IMPERVIOUS AREA AFTER CONSTRUCTION: 14,194 SQFT INCREASE IN IMPERVIOUS AREA: 6,370 SQFT IMPERVIOUS AREA REPLACED: 5,010 SQFT EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V MAXIMUM VERTICAL DEPTH OF CUT = 1.6 MAXIMUM VERTICAL DEPTH OF FILL = 1.1 CUT = 52 C.Y. FILL = 52 C.Y. EXPORT = 0- C.Y. REMEDIAL = 120 C.Y. THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. LEGAL DESCRIPTION PORTIONS OF LOT 3 AND 4 OF AVOCADO ACRES NO. 3, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL MAP THEREOF NO. 2063, FILLED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON OCTOBER 3, 1927. SITE ADDRESS 533 LA COSTA AVENUE ENCINITAS, CA 92024 APN: 216 - 063 -28 DESCRIPTION APPROVED VED DATE BENCHMARK c- i� Cj,7,7,A4r PTO : TYOFENCTNfT7 ELEVATION: 47.144' DATUM: NAVD88 GRADING PLANS FOR: BURKE SPORTS COURT VICINITY MAP NTS SEEMA BURKE 533 LA COSTA AVENUE ENCINITAS, CA 92024 (760) 845 -3667 OWNER'S CERTIFICATE IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. 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 STABILIP�- E SITE. SIGNATURE: DATE: SEEMA BURKE SEEMA BURKE 533 LA COSTA AVENUE ENCINITAS, CA 92024 (760) 845 -3667 SOILS ENGINEER'S CERTIFICATE I, MARK HETHERINGTON A REGISTERED CIVIL /GEOTECHNICAL 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 HEATHERINGTON ENGINEERING, INC. IN 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 TH S NO SPECIFICATIONS. SIGNED: om MA , HETHERINGTON _�OFESS /p,�� G.E. NO. 397 EXP. DATE: 03/31/2016 PROJECT NO. 7280.1 HETHERINGTON ENGINEERING, INC 5365 AVENIDA ENCINAS, SUITE A CARLSBAD, CA 92008 (760) 931 -1917 LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED 2Y: LWD DISTRICT ENGINEER 26 v 9/,V//Y" STE HEN DEE RING , RCE DATE qtr D£k FIRM EXP 11ATE SCALE SPECIAL DISTRICT APPROVAL DHRIT' 061: 011killram�F11 VERTICAL: 1" = 4' FIELD OPERATIONS LEUCADIA WASTEWATER DISTRICT NOTES: 1, ALL DESIGN, MATERIALS, AND SEWER CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS (LWD STANDARD SPECIFICATIONS 2013) AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD STANDARD SPECIFICATIONS GOVERN. 2. THE APPROVED PLANS FOR "BURKE IMPROVEMENTS" DO NOT SHOW OR INCLUDE ANY PRIVATE SEWER LATERAL WORK, CONNECTION TO LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER MAIN, OR ANY PUBLIC SEWER CONSTRUCTION AND NO SUCH WORK IS REVIEWED OR APPROVED FOR CONSTRUCTION HEREON. 3. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO THE START OF CONSTRUCTION, THE DEVELOPER SHALL RESUBMIT THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 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 WC -17 OR WC -18. CLS #1185 WORK TO BE DONE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND 2. CITY OF ENCINITAS STANDARDS. DESCRIPTION STD. DRAWING NO. SUBDIVISION BOUNDARY ........................... - - - - CENTER LINE .. ............................... - EASEMENT LINE . ............................... - - - LOT LINE ..... ............................... PROPOSED PAD ELEVATION .......................... PAD =126 LOT NUMBER .. ............................... PARCEL 1 EXISTING CONTOUR (MAJOR) ......... - EXISTING CONTOUR (MINOR) ......................... - EXISTING FENCE . ............................... EXISTING TREE .. ............................... . PROPOSED CONTOUR (MAJOR) i -16o PROPOSED CONTOUR (MINOR) ........................ CUT / FILL SLOPE .............................. DAYLIGHT LINE .. ............................... �� CUT DIRECTION OF DRAINAGE ........................... PROP. BIORETEN11ON BASIN ............... SHEET 2 .... . 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 PERF BY THE ENGINEER. SIGNATURE: DATE: DAVID . CARON R.C.E. NO. 70066 _ EXP. DATE: 09/30/14 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 COASTAL LAND SOLUTIONS, INC. 577 SECOND STREET C(760) 5 230-6025 P FAX (760) 230 -6026 PLANNING AND BUILDING I PARKS AND RECREATION -,L DATED �� [� SIGN I- A� PLANS PREPARED UNDER SUPERVISION OF DATE: CI-16 - ✓cl R.C.E. NO.: 70066 DAVID CARON EXP.: 9 -30 -14 ENGINEERING DIVISION APPROVALS RECOMMENDED-SPA APP "IV /l/1 1.:L �e�z- MASIH MAHER GLENN PRUIM 9114 1 1 4 ffs7 //l DATE DATE �- A5-Bu iLmi; ®, DAVID CARON;RCE 10066 7DAT9 BMP PROJECT STATUS STANDARD SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT 9 - /a -/4 14 ` Ihohg DATE SIGN DATE CITY OF ENCINITAS GRADING PLANS FOR: PUBLIC WORKS DEPARTMENT BURKEIMPROVEMENTS 533 LA COSTA AVENUE APN:216- 063 -28 PLANNING CASE NO: 07 -008 DR /TPM /CDP DRAWING NO. 12033 -SG EET 1 OF O -EP 77 EP I I' ENCUMBRANCES: li EXISTING ENCUMBRANCES LISTED BELOW ARE PER PRELIMINARY TITLE REPORT 5 IRON + + + + + + + + 1 11 -12" PALM PREPARED BY FIRST AMERICAN TITLE COMPANY DATED AUGUST 20, 2013 AS FENCE + HOR.:�1 "=1 ' ORDER NUMBER DIV- 4475306. ---- -- 189'23'30 "W 157.52' I 76 *5. 4 EXISTING TERMS, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS - 18" PALM 18" PALM 2" PALM 2" PALM VERT- 1 " =2''' _ _ 577 SECOND STREET ENCINITAS, CA 92024 THAT MAY IMPACT THE DEVELOPMENT OF THE PARCEL CONTAINED WITHIN THE DEED FROM MORSE CONSTRUCTION COMPANY TO - - _ _ _ -_ -_ __ __ _ __ - - - - - - - - - - - - _ - -- - - - - - - 7715 I ° ° N 75 0 +00 WALTER 0. SPURLOCK RECORDED MAY 14, IN BOOK 1777C PAGE 189 OF DEEDS. - - _ APN: 216 - 063 -54 SEPARATE a. c - L / a A1930 REFER TO SAID DOCUMENT FOR FULL DETAILS THAT MAY IMPACT THE DEVELOPMENT x - i ' ° ° TELECOM 1?IOi 2.5' N9 OF THE PARCEL. A 20 -FOOT FRONT YARD SETBACK IS ONE OF THE CONDITIONS x x x - - - - -= x - --- - - - ' _ \ `- - - a RISER IMPOSED IN THE DOCUMENT. x x x DRIVEWAY' AAD- ADDITION - PER - - x \ 7.43. d 76 = `78 f6- - -- 5 EXISTING C.C. &R.'S CONTAINED WITHIN THE DOCUMENT RECORDED OCTOBER 30, - - - BUILDING PERMIT 131927 EASEMENT IS BLANKET IN NATURE OVER LOT 3 AND DID NOT CONTAIN AN EXACT a - a - j- - - - - -_ FLOW ° 1939 IN BOOK 952, PAGE 241 OF OFFICIAL RECORDS. REFER TO SAID DOCUMENT 12 PALM 2" PALM a - - .= A - _ �- DATE FOR FULL DETAILS THAT MAY IMPACT THE DEVELOPMENT OF THE PARCEL + + + _ - - ^ --_ DRAW BY: 6 EXISTING TERMS, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS + + + + + + + ... + EXISTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES THERETO -- d DVC CONTAINED WITHIN THE DEED FROM SAN DIEGUITO IRRIGATION DISTRICT, TO v ° % ° HORIZONTAL : t " =10' VERTICAL: 1 " =4' RECORDED DECEMBER 23, 1965 AS INSTRUMENT NO. 65- 231063 OF OFFICIAL RECORDS. + + + + + + + ... + + + + + + + + + + i nv PR a EP a a a d . ° a a 77.51 d q ASPHALT 77o - ° a d tr, DRIVE ao .. ° d CKa o v 36' X 3': WIDE `. wr RB a . ° 108 SF, BOTf= 77.40FS FF =78.70 4 EP 78 60 24" Al M O + + + + + + + + + + + + + + + + + + a E C. II ,: - - -- FRED L. SOUTHER AND AMY C. SOUTHER RECORDED JANUARY 28, 1943 IN BOOK + HOR.:�1 "=1 ' BOX ° a l a Z 1467, PAGE 17 OF OFFICIAL RECORDS. REFER TO SAID DOCUMENT FOR FULL DETAILS d BOLLARD v a VERT- 1 " =2''' _ _ 577 SECOND STREET ENCINITAS, CA 92024 THAT MAY IMPACT THE DEVELOPMENT OF THE PARCEL BIORE. ON ER RISER 7715 77:48 75 0 +00 0+50 0 +955 SEPARATE IT ° a °7" - d a ° ° / 7 EXISTING SID.G. &E. EASEMENT FOR ANCHORS AND INCIDENTAL PURPOSES THERETO 1?IOi 2.5' N9 a EP d v. I / ° 78 1„ RECORDED JANUARY 28, 1947 IN BOOK 2332, PAGE 170 OF OFFICIAL RECORDS. SAID v 300 SF 61 v 7LO a. d a EASEMENT IS BLANKET IN NATURE OVER LOT 3 AND DID NOT CONTAIN AN EXACT FLOW ° ei CHANGE NO. DESCRIPTION LOCATION FOR THE ANCHORS. DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAW BY: CHECKE D Bv: ENGINEERING DIVISION APPROVALS O EXISTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES THERETO Dvc d DVC ° v ° % ° HORIZONTAL : t " =10' VERTICAL: 1 " =4' RECORDED DECEMBER 23, 1965 AS INSTRUMENT NO. 65- 231063 OF OFFICIAL RECORDS. PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E.NO.: 70066 DAVID CARON EXP.: 9 -30 -14 v APP GLENN PRUIM DATE /tr /r GRADING PLANS FOR: PUBLIC WORKS DEPARTMENT BURKE IMPROVEMENTS 533 LA COSTA AVENUE APN:216- 063 -28 PLANNING CASE NO: 07 -008 DR /TPM /CDP a a : R.7RE c - - Sa AINI SD G WALL _ C5 a 1� ( S EXISTING EASEMENT FOR PUBLIC HIGHWAY AND INCIDENTAL PURPOSES THERETO - - v °, - a g O RECORDED DECEMBER 23, 1965 AS INSTRUMENT NO. 65- 231064 OF OFFICIAL RECORDS. SHEET 2 OF 3 :p,` Tw EXISTING EASEMENT FOR INGRESS AND EGRESS AND INCIDENTAL PURPOSES 20" PALM 77.40FS is 36" PINE_ v v 7 311 15W 7,C.37 10 THERETO IN THE DOCUMENT RECORDED JANUARY 31, 1967 AS INSTRUMENT LK \ _ v N0. 67 -13166 OF OFFICIAL RECORDS. \ - �'� \ EXISTING EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES THERETO VERHANG r CHIM EY \ Q \ 11 IN THE DOCUMENT RECORDED NOVEMBER 14, 1978 AS INSTRUMENT NO. 78- 492247 (TYP.) ' _ v EW a a OF OFFICIAL RECORDS. F \ X7.75 1 - - 12 EXISTING EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES THERETO - N 78 N v a' / � �� ° IN THE DOCUMENT RECORDED FEBRUARY 28, 1979 AS INSTRUMENT NO. 79- 086512 u [P _ aONC. ALK a 4 \ OF OFFICIAL RECORDS. SAID DOCUMENT DID NOT CONTAIN AN EXACT LOCATION 78.2 _ -- - - - -- 78,K7 5 / , 33.5 AND THEREFORE HAS NOT BEEN DEPICTED HEREON. 0.5 FS co z ROCKS 2 A LH 78.67 ¢ BIB j� PR. SPORTS COURT o \ 78.08 12" 12"x5/8" HIGH-PERFORMANCE ° ii WATER - - -- - A ER � � { 76.5& F5 ENGINEERED RSUSPENDEDLIILESPON_E_ 4 -" - - ` n - - a a \ _ II FF GARA TANKENER 6 I CONCRETE, 3000- PSI -PAD _ 3 STEEL 18 78.70 cfF= 78.70 T a " 870 F -_ F1u1 - S a 80 421 / w l EXISTING / I RESIDENCE x'1.7 W T / ----------- - - - - -- 91 , °- a 7 / POR LOTS 3 AND 4 6.00 00 I X10. i U' o I FF I 0.5% -I' CONC. WALK j 79.33 ~- 4 3 E I' _ � M .73 78.27 - - -- - o - z - - - -- - - - - -N EC �I 80 78.87 I MAX MAX i 8.9 [AND DECK PER PERMIT � i IT CONC. 24" AID I GOING I 78.58 BW 47 TS 81 ICV 7 78.29 1 PATI TW 78.57 �- P91� 5 N _ £C ' 80.93 M-- --------------------- - - - - -- PLATER i 78.48 � 78.83 - - PLANTER AN- z) :WALK • • i- - - - - -- CL a A W EC T T EC coy 78.9805 E 83.32 C.R. 2884 \ ( 78.49 \ spa WN EC WAL> _ - APN: 216 - 063 -28 ' - - - - - - - " I 1 - �. - - -�_ - -- - - - - - - - - -- 1 G• TWl � P TTR Pool -' 81.02 EC LAWN ER 7 83.41 G PLANTER 7 o co G 78.81 i 12" TREE G - - - - - - N 79.75 79.37 14' TREE i �. - ' - --- - - - -TS -- TW TS - - - -- - 8..58--------- - - - - -- 8T 07 - -- - 84.24 EX. WALL -- - - - - -- -S - - -- _- - - - - -- - - -\ _ - - -- _ - - -- TS 84.49 \ - -- G 85 -$ -- - - - -- 84.34 x x x x x x x - - -- ' APN: 216 - 063 -19 - - - - - - - - - - x I #8923'30 "W 194.29' - - -- -` -- - APN:_216- 063- 18--- - - - - -- - -- - - - - - -- G ' I - G --------- - - - - -- - -- 85.66 -CARGE 87.85 - -- ,�- PINE WQOD G FENCE 88.46 M QROFESS/ 18179 m :1 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL 1 6" MIN. I I I - - -- LA �RSTM UE _ � T- �------ - - - - -- KEY MAP: SCALE= 1 " =50' NOT TO SCALE 51I�II II �If 7� ' III III 1 ' as 1:hle�� n�n�n n�n�ndnr�neandn 1�1 . * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY. THE SURFACE AREA OF LOT BIORETENTION BASIN FOR IMP N.T.S. REQUIRED AREA = 47 X 6,370 SF (IMPERVIOUS AREA) = 255 SF PROPOSED AREA = 408 SF EX. SURFACE 69 PR. WALL PER SDRSD C -5 F5 a 79.86 SOIL r78.45 PR. SURFACE -J IN :1 A HOR.:�1 "=1 ' COASTAL LAND SOLUTIONS, INC. Z VERT- 1 " =2''' 577 SECOND STREET ENCINITAS, CA 92024 c. No.0070066 EXP.09 /30/16 GRAPHIC SCALE 1 " =10' 75 0 +00 0+50 0 +955 PH (760) 230 -6025 FAX (760) 230 -6026 1T Civil- q OFCAC� 0 10 20 30 CLS #1185 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAW BY: CHECKE D Bv: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DRAWING NO. Dvc JAF DVC - l3 L ft -rro o� F 5 DESCRIPTION: BENCHMARK NO. 1001 LOCATION:INTRESECTIONOFLACOSTA AVENUE AND INTERSTATE 5 RECORD FROM: ELEVATION: 47.144' DATUM: NAV088 HORIZONTAL : t " =10' VERTICAL: 1 " =4' PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E.NO.: 70066 DAVID CARON EXP.: 9 -30 -14 RECOMMEND . sV, AA MASIHMAHER DA1TE I G/ I APP GLENN PRUIM DATE /tr /r GRADING PLANS FOR: PUBLIC WORKS DEPARTMENT BURKE IMPROVEMENTS 533 LA COSTA AVENUE APN:216- 063 -28 PLANNING CASE NO: 07 -008 DR /TPM /CDP 12033 -SG 0vN 1� ( S SHEET 2 OF 3 A HYDROSEED NOTES: EROSION CONTROL: 1 IN CASE EMERGENCY WORK IS REQUIRED CONTACT 5 IRON I 11 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT I! 12" PALM ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER SEEMA BURKE AT (760) 845 -3667 FENCE I WHEN THEY AREA: - - - - - - - - 12" PALM N89'23'30 "W 157.52' A - - - A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS 2, EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE 2" PALM 8' PALM - PALM I' , B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL - - - - - - x i.I SLOPE IS NOT SUBJECT TO EROSION DUE TO THE T F THE MATERIAL AS NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT APN: 216 - 063-54 - - - - - , - C - _ _ _ _ _ _ - 7� TELECOM APPROVED BY THE CITY ENGINEER. CONSTRUCTION OF \j x x ` - � - 2 IRRIGATION TEMPORARY DEVICES NWHEN RAIN CIIS MMINENPTp x x - - � - EC -- -- RISER I N SHALL MAINTAIN THE MOISTURE LEVEL OF - - - - - - x x - X -- x - \ 77 1 b Y -- - - THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED - - - - - / - -_ - THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 2" PALM 12" PALM - - - - A. SEED MIX SHALL CONSIST OF NO LESS THAN, 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 1. 20 LBS PER ACRE OF ROSE CLOVER EP EP ° TO WORKING ORDER TO THE SATISFACTION Of THE CITY ENGINEER 77.05 2. 20 LBS PER ACRE OF ZORRO FESCUE AFTER EACH RUN OFF PRODUCING RAINFALL. - _ 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 77.73 rl - 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA TELECOM BOLLAR ° ° 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL ASPHALT DRIV- ° _ -_ 5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO EP RISER 7 33 77.15 ° a ° / / -� 6. 1/2 LB PER ACRE OF DIMORPHOLECA UNCOMPLETED GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES EP EP 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY 77.42 77.40 7751 2 EP EP ° ° / 78.00 ° a ° BE OMITTED ON LOCATIONS WHERE THE AREA BEING WHICH MAY ARISE. ASPHALT - -- - - 77.61 77.61 HYDROSEEDED IS NOT VISIBLE FROM EITHER A BRICK 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE DRIVE - - PUBLIC STREET OR RESIDENTIAL STRUCTURES. � - / NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED FF =7 §.70 MOW CURB ° a4 ° a WITH A NITROGEN FIXING BACTERIA AND APPLIED AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. E -14' =PALM - - - - i a ° DRY EITHER BY DRILLING OR BROADCASTING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED DOD ,781 - - - - - -(TYPE - - PLANTER ` - - - - - - ° ° ° ° BEFORE DYROSEEDING. GRADING PLAN SHALL BE INCORPORATED HEREON. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO NCE / RISER a EC THE JOBSITE IN UNOPENED CONTAINERS WITH THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY 78.60 PLANTER \ - -20" PALM 3 36° ° Q/- 72B.37 CALIFORNIA DEPARTMENT OF FOOD AND FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK AGRICULTURE CERTIFICATION TAG ATTACHED TO OR DAY. 24' PALM *24" PALM\ °" a ° PRINTED ON SAID CONTAINERS. / OVERHANG CHIMNEY Y n 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE --- - - - - -- - - - -- - - BW - \ ° TO THE HYDROSEED SLURRY AT THE DISCRETION OF AT THE END OF EACH WORKING DAY WHEN THE FIVE ((5) DAY RAIN / TYP.) \ 77 75 ° a THE CONTRACTOR. PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT B. TYPE 1 MULCH APPLIED AT THE RATE OF NO EACH ,n EP AND OTHER DEBRIS SHALL BE REMOVED AFTER EA H RAINFALL. ca i i LAWN - - \ ° "., LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH n 7826 Y - _ -- (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE ac ------- - - - - -- ---- --- --------- --- - - - - -- \ - - -- - - - - ° HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR CONC. WALK \ a STRAW IS USED IT MUST BE ANCHORED TO THE TO NOVEMBER 15, THE SLOPES SHALL BE SSTABILIZED WITH FS a ° SLOPE BY MECHANICALLY PUNCHING NO LESS THAN PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 N AC a 50% OF THE STRAW INTO THE SOIL. ROCKS � 1 78,g7 ° OF THE EROSION AND SEDIMENT CONTROL HANDBOOK Of THE STATE G AWN C. FERTILIZER CONSISTING OF AMMONIUM 2Z OF CALIFORNIA DEPARTMENT OF CONSERVATION. a BIB � � 77.81 PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR \ a ° APPLIED AT THE RATE OF 500 LBS PER ACRE. \ 78 08 ' PLANTER G - d ° 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO BMP LEGEND (DURING CONSTRUCTION) ----------- WATER ----- - � T 78.13 I A _ _ _ - - - ° a ° HYDROSEEDING BY: FF GARA SOFTENER -- - A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR fF= 78.70 _ _ - - - DESCRIPTION TANK � N, A COMBINATION OF: SYMBOL 1. TRACK WALKING SLOPES STEEPER THAN 6:1. ^' 78 70 - - 2. RIPPING AREAS THAT WILL NOT BREAK UP USING TW ° ITEM 1 ABOVE. 10 STABILIZED CONSTRUCTION ENTRANCE PER CASQA TC -1 w I EXISTING 80.42` WM -6 WM -8 yyM_g B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR o 0 RESIDENCE �" °. PLANTING BY: \ 1. ADJUSTING THE SURFACE SOIL MOISTURE TO CONC. WALK J 4 2 SILT FENCE PER CASQA SE -1 �---�� M 79 33 77 91 \ POR. LOTS 3 AND 4 PROVIDE A DAMP BUT NOT SATURATED SEED BED. n BW +10. ____ EC / WM -3 "' ° 2. THE ADDITION OF SOIL AMENDMENTS, PH FE _ 3 ADJUSTMENT, LEACHING OR COVERING SALINE 3 HYDROSEED SLOPE PROTECTION of G / WM -1 WM -5 _ - - - as SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH I i I� ! i. t' J . W W W W 78.27 / -- - HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS 78.73 / �I z GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR FLOW DIRECTION < 01 AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL -- - - - - -N EC - THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. \ EC - - 78.87 r GENERAL SITE MANAGEMENT BIB � 78.69 w .t v .1 DESCRIPTION SYMBOL *24' PALM CONC. 78.58 ICV GONG./ .29 BW 8 .47 -TS PATIO 78.57 yTI S TW 15 I I t N 80.93 - - - - - - - MATERIAL DELIVERY &STORAGE: WM -1 EC _ - A I! 78.70 EC _ - -- - - - - SPILL PREVENTION AND CONTROL WM -4 - - -- -- _ C - - -- _ L- - - - - -- 78.83 - NPLANTER G PLANTER - _ - - - DIVERT RUNON CONCRETE WASTE MANAGEMENT: WM -8 78.48 CONC. WALK ( ,I i - - - SOLID WASTE MANAGEMENT WM-5 LAWN EC T / EC SANITARY WASTE MANAGEMENT WM -9 � EC co 78.98 � / 83.32 v G 78.78 EC ti� 91.057 HAZARDOUS WASTE MANAGEMENT: WM -6 \ 78.73 C.R. 2884 \\ 78.49 � LAWN WALK- - ' - \ - _ - \ EC -- -- -- - - - - -- APN: 296 - 063 -28 _ - - - - - - - - \ G V - TW 1 / V 79 8 PLANT R - � \ � i 1 1.42 E LAWN - - P AN ER G -- PLANTER -G 78.81 / - -- N \ / / 12" TREE 79.37 14" TREE - - - - - - - - - _ a 79.75 \TS - -- - - -- - - - - - - - - - - - - - - - - - - - - TW - - - - - - - - TS 82-6 -- --- - - - - -- TS -- -� -------- 870T -- __ -- - - - - -- - 858 - - - -- ; --' 84.24 TS - - - .- - - - 85 84.49 \ - - - -- 84.34 _77 _____ 'APN: 216 - 063 -19 -- ' -- X X - X - - --"- -.X -X- -* ,M8923'30 "W 194.29' - - -- _ - - -- APN -- 063-- - - - - -- -- - - - - - - - - - -- -�G G - ------- - - - - - -- - - - - - - 85.66 I 87.85 - i TAR GE - - - / h I off% COASTAL LAND SOLUTIONS, INC. z GRAPHIC SCALE 1 " =10' No.007006616 z 577 SECOND STREET ENCINITAS, CA 92024 EXP.09/30/14 PH (760) 230 -6025 O'r CIVIV Q V-sD 0 10 20 30 FAX (76) 230 -6026 glFOFCAT�F CLS #1185 EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT - STEEL OR WOOD POST ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST FLOW .3hi • 10' EI MAXIMUM SPACING WITH MR SUUPPORT FENCE r 8' J.Sm1 MAXIMUM SPACING WITHOUT MR SUPPORT FENCE OR WOOD POST 38' (1m) HIGH MAX. PONDING HEIGHT PONDING HEIGHT FLOW IN/DRAI ROCK I FLOW 9' MAX. (225mm) 8' (200mm)1 STORAGE HT. 12' MIN. \ \' 12' MIN. (300mm) / (300mm) / 77RRxQ81'C H(too X 150mm) � WITH COMPACTED BACMLL �\ TRENCH DETAIL INSTALLATION NO SCALE WITHOUT TRENCHING NO SCALE NOTES: SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9 (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT MALL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE NOT TO SCALE A CHANGE NO. DESCRIPTION APPROVED l A SHAKER PLA BENCHMARK SCALE QPA�OQ9�GC�F• DESIGNED BY: DRAWN BY: CHECKED BY: DITCH TO CARRY CITY OF ENCINITAS dQ� RUNOFF TO A SEDIMENT JAI- Dvc TRAPPING DEVICE _ A NOTE: HORIZONTAL: 1 " =10' VERTICAL: 1 " =4' MANY DESIGNS CAN BE RECOMMEND D: APP V M MASIH MAHER GLENN PRUIM DATE/ IL /I 4 DATE �- /7 GRADING PLANS FOR: PUBLIC WORKS DEPARTMENT BURKE IMPROVEMENTS 533 LA COSTA AVENUE APN:216- 063 -28 PLANNING CASE NO: 07 -008 DR /TPM /CDP FIELD FABRICATED, OR FABRICATED UNITS MAY BE USED. WATER SUPPLY & HOSE CRUSHED AGGREGATE GREATER THAN 3' BUT SMALLER THAN 8' CORRUGATED STEEL PANELS ORIGINAL GRADE 12- MIN, UNLESS OTHERWISE FILTER FABRIC SPECIFIED BY A SOILS ENGINEER SECTION A -A NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC -1 A CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS DRAWING NO. Dvc JAI- Dvc _ DESCRIPTION: F ENCINITAS BENCHMARK NO. 1001 AVENUE AND INTERSTATE OF LA COSTA RECORD FROM: ELEVATION: 47.144' DATUM: NAVD88 HORIZONTAL: 1 " =10' VERTICAL: 1 " =4' PLANS PREPARED UNDER SUPERVISION OF DATE: i-Zb' /y R.C.E. NO.: 70066 DAVID CARON EXP.: 9-30-'14 RECOMMEND D: APP V M MASIH MAHER GLENN PRUIM DATE/ IL /I 4 DATE �- /7 GRADING PLANS FOR: PUBLIC WORKS DEPARTMENT BURKE IMPROVEMENTS 533 LA COSTA AVENUE APN:216- 063 -28 PLANNING CASE NO: 07 -008 DR /TPM /CDP 12033 -SG SHEET 3 OF 3 A