Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2006-353 G (Plans)
Il4 (Oft 1 dirs]M SAVi102IVS 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 "CHANGE OF GEOTECHNICAL ENGINEER OF RECORD AND UPDATE REPORT, EATON BEACH ESTATES, ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED AS PROJECT NO. G1611- 32 -01, DATED JULY 5, 2013, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 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. 353 -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 TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. EROSION CONTROL NOTES: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JOHN VANCE AT (858) 526 -6551, 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 pFESSj TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER QA �Nq AFTER EACH RUN -OFF PRODUCING RAINFALL. <c��Nl COASTAL LAND SOLUTIONS, INC. L 573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE NO. EROSION CONTROL NOTES CONTINUED: 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (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. B. 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. 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. 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. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONT.: 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 OTHER SUBCONTRACTORS WORKING ON THE SITE. 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: SLOPE \ LANDSCAPE NOTES: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS 3% (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 2 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 1 FT 3. A.) AVERAGE DEPTH = VOLUME F CUT C.F. _ OF CUT AREA OF CUT S.F. 2050 C.Y. x 27/68,035 S.F. = 0.80 FT B.) AVERAGE DEPTH = VOLUME OF FILL C.F. _ OF FILL AREA OF FILL S.F. 0 C.F. x 27,/5000 S.F. = 0.00 FT 4. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. 5. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1ST OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1ST AND APRIL 15. LEGAL DESCRIPTION• A PORTION OF THE SOUTH HALF OF SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4. WEST IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA A. P. N• : SITE ADDRESS: 216- 052 -10 ANDREW AVENUE, ENCINITAS, CA 92024 0 WNER/PERMITTEE SHEA HOMES LIMITED PARTNERSHIP JOHN VANCE 9990 MESA RIM ROAD, SUITE 200 SAN DIEGO, CA 92121 ESTIMATED EARTHWORK QUANTITIES: 2050 CUBIC YARDS EXCAVATION REMOVE AND RECOMPACT 3' FEET 0 CUBIC YARDS EMBANKMENT BENEATH BUILDING AND DRIVEWAY 2050 CUBIC YARDS EXPORT* 4100 CUBIC YARDS (REMEDIAL) A. SEWERS - LWD - (760)- 753 -0155 * ESTIMATE DOES NOT INCLUDE STRIPPINGS, POOL, UTILITY TRENCH B. GAS & ELECTRIC - SDGE - (760)- 436 -6200 VOLUMES OR ANY OVEREXCAVATION, IF (REQUIRED BY SITE CONDITIONS C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 DOES NOT INCLUDE SHRINKAGE AND SWELL FACTORS - D. TELEPHONE SBC BELL - (760)- 489 -3411 u. I E. CABLE TV - COX COMMUNICATIONS - (760) -806 -9809 X -2233 CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO TO COMMENCEMENT OF WORK. BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) -633 -2770. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY PHONE: (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION DUE TO SHRINKAGE OR SWELL FACTORS). WILL BE SUBJECT TO REJECTION AND REMOVAL. LEGEND. OWNERS CERTIFICATE: SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS 0 BOUNDARY LINE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER SETBACK LINE AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CENTERLINE - CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES EXISTING CONTOURS Li-- -- -°- -- ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. WATER MAIN - -- EXISTING EDGE OF PAVEMENT - - -° DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE MOST RECENT EXISTING RETAINING WALL STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE DISCHARGE REQUIREMENTS EXISTING SEWER MANHOLE FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN a ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) AND u. I MONITORING PROGRAM PLAN SHALL BE DEVELOPED ANBD IMPLEMENTED CONCURRENT WITH THE EXISTING WATER METER "' COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) EXISTING ELECTRIC - E -- SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE EXISTING GAS MAIN - CITY OF ENCINITAS; FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE 0 PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. EXISTING SEWER MAIN -S_ S- IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY PORTION OF THE PROPERTY EXISTING WATER MAIN - -- COVERED BY THIS GRADING PLAN NO. 0353 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT EXISTING POWER POLE & GUY AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 g10 RETENTION OF SWRCB NO. R9- 2009 -0001. AND BID SWALE AREA �J Sans. -4 /L/ (NOT TO BE ALTERED WITHOUT CITY PERMIT) WDID # 5 3 ?G348212 rY,y �, /3 FS -360 b0 SHEk HOMES LIMITED PARTNERSHIP TE JOHN VANCE SOILS ENGINEER'S CERTIFICATE: I. TREVOR E. MYERS, 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 JULY 5, 2013, AND FOR AN UPDATE ON 7 -5- �3 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 SPECIFICA�TIOON�S. t FESS /� 'RNA. SIGNED: / JOB #: G1611 -32 -01 X17 c� TREVOR E. MYERS DATE GEOCON INC. h i RCE NO. 63773 6960 FLANDERS DRIVE Na 7J3 ' m SAN DIEGO, CA 92121 s A PH. 858- 558 -6900 �r CPII� FAX 858 - 558 -6159 4Tc _ .rffi STATEMENT OF ENGINEER OF WORK D� PROPOSED SPOT ELEVATION PROPOSED 6" PVC STORM DRAIN PROPOSED 24 "x24" BOX INLET E❑ 4" HMA OVER 6" CLASS II BASE (DR',IVEWAY) DRAINAGE DIRECTION -� TRENCH RESURFACING 6" PAVEMENT EDGE CURB 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 EMjR MENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. r L SIGNED: /G if -I& -13 STEVEN R. J NES DATE RCE NO. 6 124 J Z Ai- ��� LEUCADIA WASTEWATER DISTRICT PUBLIC WORKS PLANNING AND BUILDING PARKS AND RECREATION m a z -� -is G� 1� I�3 /3 �� 04 11 S� "DA w CALIF SIGN DATE SI DATE SIGN DATE SIGN SIGN DATE DESCRIPTION APPROVED DATE BENCHMARK W(, PLW. A AoA 216114 DESCRIPTION: CITY OF ENCINITAS CONTROL POINT N0. 1001. 2-144" CADT DISK SET NO. IN DRAINAGE RUCTURE NEAR N.E. WTS $ O 9 'S01A*W, Z4014 &014 CORNER LA COSTA AVE. BRIDGE OVER 1 -5 RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 SCALE HORIZONAL N/A VERTICAL N LA SPECIAL DISTRICT PLANS PR PARED UNDER THE SUPERVISION OF /L. n L 11-It-13 STEVEN R. JO R.C.E. NO. 65124 DATE EXP. 9 -30 -1 PCC DRIVEWAY APRON BMP GRAVEL SWALE - PUBLIC STREET PER 353 -1 AND EMRA RECORDED ON FILE NO. L- _d._L iL/ C2- -O. R. D.G. PATHWAY - PUBLIC STREET PROPOSED GATE VALVE & BLOWOFF PROPOSED FIRE HYDRANT, WF -01 PROPOSED WATER SERVICE, WS -09 WITH PARCEL BEING SERVED WC -17 PROPOSED SEWER LATERAL, LWD S -17 D04 2 S SDWD W10 -130 BMP PROTECT STATUS PRIORITY (PROJECT PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON: jut q )'c, oea AS DOC. NO.: t 2-®14'- cs2 le; 76,35' SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT �IC1c� I DATE ��SIGN DATE SIGNATURE EXPIRES TWO ENGINEERING DEPARTMENT APP OVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT RECOMMENDED SIW ;3t GRADING PLAN FOR: L. EATON BEACH ESTATES MASIH MAHER ENGINEERING AND DATE ANDREW AVENUE, ENCINITAS ) t 1 Z ( L1 3 PUBLIC WORKS DIRECTOR DATE PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beac WING NO. 0353- G SHEET 1 OF 10 GP 11 -12 -13 v26.pro a a 0 D04 2 S SDWD W10 -130 BMP PROTECT STATUS PRIORITY (PROJECT PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON: jut q )'c, oea AS DOC. NO.: t 2-®14'- cs2 le; 76,35' SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT �IC1c� I DATE ��SIGN DATE SIGNATURE EXPIRES TWO ENGINEERING DEPARTMENT APP OVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT RECOMMENDED SIW ;3t GRADING PLAN FOR: L. EATON BEACH ESTATES MASIH MAHER ENGINEERING AND DATE ANDREW AVENUE, ENCINITAS ) t 1 Z ( L1 3 PUBLIC WORKS DIRECTOR DATE PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beac WING NO. 0353- G SHEET 1 OF 10 GP 11 -12 -13 v26.pro GRADING NO TE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. EASEMENTS: ONO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL A TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. ©20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATER WATER UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04 -286) ©16' PRIVATE ROAD & PUBLIC UTILITIES EASEMENT TO BE GRANTED AND /OR RESERVED AT THE TIME OF SALE OF EACH PARCEL. O8' PRIVATE DRAINAGE EASEMENT TO BE GRANTED AND /OR RESERVED AT THE TIME OF SALE OF EAH PARCEL. O5' EASEMENT FOR PUBLIC UTILITIES TO BE GRANTED AND /OR RESERVED AT THE TIME OF SALE OF EACH PARCEL, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND ELECTRIC SURVICES. O PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2007 - 0144248, REC. 03/02/2007 ENCINITAS FIRE DEPT. SPECIAL NOTES 1. CONSTRUCTION MATERIALS: PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE, ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE ENCINITAS FIRE DEPT: A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. B. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY THE ENCINITAS FIRE DEPT. AND ALL APPLICABLE WATER DISTRICT. 2. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKER 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. 3. A 3 -FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE FIRE HYDRANT. CFC 507.5.5. 4. WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH CFC 312. 5. MINIMUM GPM REQUIRED SHALL BE A MINIMUM OF 1500 GPM MEASURED AT 20 PSI FOR 2 HOURS.A LETTER / VERIFICATION FROM THE WATER AGENCY SERVING THE AREA SHALL BE PROVIDED THAT STATES THE REQUIRED FIRE FLOW IS AVAILABLE. THE NUMBER AND SIZE OF THE HYDRANTS ARE AS FOLLOWS: ONE 4" AND ONE 2 -1/2" NST OUTLETS = RESIDENTIAL 6. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 7. FIRE APPARATUS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN APPROVED PAVED SURFACE TO PROVIDE ALL WEATHER DRIVING CAPABILITIES. AMENDMENT 503.2.3 NOTES 1. AC PAVEMENT STRUCTURAL SECTION PRIVATE ROAD AC PAVEMENT SHALL BE PER A STRUCTURAL PAVEMENT DESIGN BY THE PROJECT SOILS ENGINEER BASED ON R -VALUE TESTING AND A T.I. = 4.5. THE MINIMUM SECTION SHALL BE 4" OF AC PAVEMENT OVER 6" OF CLASS II BASE. 2. PERMANENT BMP LANDSCAPE AREAS - PERMANENT TURF AND LANDSCAPE FILTER AREAS SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. LOT DETENTION AREAS - EACH LOT SHALL PROVIDE A MINIMUM DETENTION AREA AS SHOWN ON THE PLAN. A SPECIFIC DRANAGE PLAN SHALL BE PROVIDED FOR EACH LOT AT THE TIME THAT BUILDING PERMITS ARE APPLIED FOR. CALCULATIONS MAY BE REUIRED TO SHOW THE IMPACT OF ANY STRUCTURAL OR LANDSCAPE ENCROACHMENTS INTO THE DETENTION AREAS. THE DRAINAGE PLAN AND CALCULATIONS (IF REQUIRED) SHALL BE APPROVED BY THE ENGINEERING DEPT PRIOR TO THE ISSUANCE �OF A BUILDING PERMIT 75 PA 70 M Z11 55 PAD GRADE NOTE FINISHED SURFACE AT CIL 16' WIDE ROAD 4 HMA OVER 6" CLASS II BASE W- S--- ---- - GRADING LEUCADIA WASTEWATER DISTRICT SEWER INSTALLATION NOTES 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOB SITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHALL COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE AND /OR OTHER APPROPRATERAGENCIIES. CITY, COUNTY, 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR TO EXCAVATION. 80 PA 75 r m m m n °w of L lw +N r 70 EXISTING GRADE W W _ $ S WATER SERVICE PER SDRSD W -1 SEWER LATERALS PER LWD S -17 AND S -25, S =2% 0+00 2+00 1+00 3+00 PROFILE - 16' PRIVATE ROAD AND UTILITIES SCALE: 1 " =20 Horiz, 1 " =5' Vert rllvll 6 55 WATER MAIN DATA START STATION I END STATION THE PAD GRADES SHOWN ON THE PLAN ABOVE ARE THE MINIMUM PAD ELEVATIONS AT THE CENTER OF 1 0+06.0 EACH LOT TO BE CONSTRUCTED TO ACHIEVE PROPER DRAINAGE AWAY FROM THE BUILDING 2 2 +52 FOUNDATION AND FROM THE REAR YARD TO THE LOW POINT AT EACH DETENTION AREA. FINISH FLOOR ELEVATIONS SHALL BE A MINIMUM OF 0.7' (8'") ABOVE THE PAD GRADE. HEIGHT LIMITS FOR FUTURE 12x8 TEE 0 +06.0 BUILDINGS DESIGNED FOR EACH LOT SHALL B BASED ON THE LOWER OF THE PAD GRADE SHOWN HEREON OR PREVIOUSLY EXISTING NATURAL GRADE. BASED ON THE EXISTING CONTOURS AND SPOT 8x6 TEE 2+50 ELEVATIONS SHOWN HEREON. 4" END CAP 2 +70 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK U SAG; T DESCRIPTION: CITY OF ENCINITAS CONTROL POINT 1 UiOk"(E SN�LT ►CIO• NO. 1001. 2-1/4' CADT DISK SET A, VP re P IN DRAINAGE STRUCTURE NEAR N.E. NEW MEET 10 I a 1 CORNER LA COSTA AVE. BRIDGE OVER 1 -5 RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 2 +50 2 +70 MAIN CONNECT FIRE HYDRANT END CAP SCALE HORIZONAL N/A VERTICAL N/A AND DRAINAGE PLAN 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT 800 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POT HOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E. ), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. PIPE BEARING I PIPE LENGTH I REMARKS N 14'56'49" W 246 L.F. 8" PVC - C -900, CL 305 N 14'56'49" W 18 L.F. 4" PVC - C -900, CL 305 12 SF 90 CF THRUST BLOCK 8 SF 50 CF THRUST BLOCK 8 SF 50 CF THRUST BLOCK SPECIAL DISTRICT REVIE 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER W( WATER AND SEWER / RECLAIMED WATER SHALL COMPLY WITH LWD STD DWG S -2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 27. 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND SHALL THEN BE LIMITED TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS -210 BY PRESS -SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. WIDTH AND DEPTH VARIES PER PLAN 6" MIN. ENGINEERED SOIL *SEE NOTE BELOW 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND 18" MIN. TO 1 PART 3/8" GRAVEL 2" MIN. 3/8" GRAVEL 6" - 3/4" CRUSHED ROCK I - _ 24" MIN. 4" PERFORATED PIPE CONNECTED TO IMPERVIOUS LINER i EXISTING 12' STORM DRAIN ON BOTTOM **ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. "NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE OF GREATER THAN 5% AND /OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT /SEC. PRIORITY BIOSWALE DETAIL NOT TO BE ALTERED WITHOUT CITY PERMIT BIOSWALE LENGTH PROVIDES A MINIMUM RESIDENCE TIME OF AT LEAST 10 MINUTES. Q = tributary area x runoff factor x 0.2 In /hr Q = [6858 sf x 1.0 + 60,840 sf x 0.10] x 0.2 In /hour = 0.72 cfs REQUIRED LENGTH: L= v x 10 minutes L= 0.62 ft /s x 10 min x 60 s /min = 372 ft COASTAL LAND SOLUTIONS, INC. L15 S573 SECOND STREET ENCINITAS, CA 92024 i� PH (760) 230 -6025 l FAX (760) 230 -6026 PLANS PREPARED NDER THE SUPERVISION OF 11 -21 -2013 STEVEN R. S, R.C.E. NO. 65124 DATE EXP. 9 -3 -15 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT / CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 39. MANHOLES SHALL BE 4 -FEET DIAMETER FOR PIPE UP TO 15 -INCH DIAMETER PER LWD STD DWG S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STD DWG S -4. 40. ALL NEW MH'S SHALL BE LINED WITH AN INTEGRALLY LOCKING PVC (T -LOCK) PROTECTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROVIDED WITH URETHANE OR EPDXY LINING SYSTEM. LINING SYSTEM TO MATCH EXISTING LINING, IF ANY. T -LOCK, URETHANE, AND EPDXY LINING SYSTEMS SHALL BE PER SECT 500 -2 OF THE GREENBOOK. 41. MAXIMUM DEPTH OF SEWER FOR SDR35 PVC PIPE IS 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15'. 42. 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 THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO 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. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW - THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM THE INVERTS OF NEWLY INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED AND MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. 45. IIF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 46. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 47. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. SEWER LATERAL TABLE STREET LATERAL DEPTH UPSTREAM SEQ. LOT. STATION OF INVERT LENGTH ELEV GROUND BELOW PAD MH RIM BACKWATER NO. NO. LATERAL AT MAIN OF DROP TO AT PL LATERAL ELEV. PL ELEV. ELEV. VALVE REMARKS AT MAIN IE LATERAL MAIN IE SLOPE % AT PL PL TO IE FT. FT, REQ'D 1 1 1+22 60.82 9 2.2 63.29 3% 68.75 5.46 68.75 67.00 YES 2 4 2 +89 61.65 100 1.0 64.65 2% 69.10 4.45 70.00 67.00 YES 3 3 1 2+94 61.68 100 1.0 64.68 2% 69.10 4.42 69.25 67.00 YES 4 2 I 2 +99 61.71 12 1.0 62.95 2% 67.20 4.25 68.20 67.00 YES ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT RECOMMENDSpp APP ED GRADING PLAN FOR: �I- All a -- 1 0i EATON BEACH ESTATES MASIH MAHER GLE NEERRNG AND DATE ANDREW AVENUE, ENCINITAS 11121113 PUBLIC WORKS DIRECTOR 0353- G DATE PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 1 SHEET 2 OF \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 11- 21 -13 WATER SYSTEM NOTES 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTE (WASC). THE CONTRACTOR SHALL AND HEREBY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 4. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 5. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 6. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 7. INSTALL FIREHYDRANTS 2.5' FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 8. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 9. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS OF WAY. 10. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS OF WAY, CITY RIGHTS OF WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE WATER LINES ARE ACCEPTED AND A COPY SENT TO SAN DIEGUITO WATER DISTRICT OFFICE. 11. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS COMMITTEE (WAGC) SPECIFICATIONS. 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICTS INSPECTIONS DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. 13. FILL AREAS MUST BE COMPACTED TO 907., PRIOR TO PIPE INSTALLATION. 14, APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A 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 THE PROJECT. 15. ALL EXISTING FACILITIES THAT MAY EFFECT FINAL DESIGN I.E., LINE CROSSING, LINE PARALLELLING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENTS PLANS. ELECTRICAL AND SEWER TO CROSS UNDER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 16. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICTS SATISFACTION AND CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC ) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT OF WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVISE ARE RESPONSIBILITY OF OWNER. 17. MINIMAL HORIZONTAL SEPERATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 18. UTILITIES TO MAINTAIN 5 FOOT SEPERATION WHEN PARALLELING WATER SERVICES. 19. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY FIRE HYDRANT, METER, VALVES, VALVE BOXES, ETC..) THAT ARE EFFECTED BY THEIR PROJECT. 20. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 21. USE THE FOLLOWING COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 FOOT PIPE LENGTHS WITH DEFELECTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET AND 560 FEET. USE AN INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF CHORD AND CONTINUE THIS COMBINATION THROUGHT THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1150 FEET. PIPE LENGTHS SHORTER THAN 9.5 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE DISTRICTS REPRESENTATIVE. COASTAL LAND SOLUTIONS, INC. L S573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 Ls FAX (760) 230 -6026 CHANGE NO. DESCRIPTION NEW R/W EXIST R/W 5'- PUBLIC STREET DEDICATION SECTIONS AND DETAILS C L ANDREW (AVENUE 40' EXIST R/W 2.5' PLANTING STRIP 5' BMP GRAVEL FILTER SWALE 12'+ - 12'+/- -1 10, 5' DG PATHWAY 2" MIN. OVERLAY _% - to 1TY MOB EXIST, GRPaDE _ EXIST GRADE PAVEMENT EDGE CURB 4" THICK; COLOR OF DG EXIST AC PVMT & BASE TO MATCH EASTERLY IMPROVEMENTS UNDER 9117 -G NOTE: 2" OVERLAY IS A MINIMUM. PAVEMENT SECTION IS REQUIRED TO CONFORM TO CITY STANDARDS TYPICAL SECTION - ANDREW AVENUE NO SCALE PA ESMT 20' PROPOSED PRIVATE ROAD & UTILITIES EASEMENT FOR THE BENEFIT OF PARCELS 1,2,3, &4 ONLY 4' BMP LANDSCAPE STRIP EARTH DETENTION BERM EXISTING GRADE----..l" r- _ MIN. TVDTr A T C Pr'PTn AT - 1 ig' D DTTTA TP Dn A T) / 1\Tn i?7'u- C'n EXIST CHAINLIN APPROVED DATE I BENCHMARK DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4- CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. 11 ( 4. CORNER LA COSTA AVE. BRIDGE wm OVER I -5 t RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 P/L 8' 6.5' Y- NO SCALE ESMT _�J IRRIGATED GRASS -LINED SWALE PLANTED IN ATLANTIS 52MUbAMAIN CELL AVAILABLE FROM K DUSTRIES (951) 698 -3 lZH VARIES 9" TO 18" BIORETENTION BMP- NO SCALE 2 3/4" GRAVEL IN ATLANTIS 52mm GRAVEL CELL (Part No. 80006) AVAILABLE FROM KRISTAR INDUSTRIES (951) 698 -3683 R/W 5. 5. 2.5' PLANTING STRIP EXISTING GRADE 3„ 1" 6"w x 8" DEEP ZERO ED PERMEABLE 6" COMPACT FACE PCC CURB CLASS II BASE 14" DG PATHWAY OVER 4" CL 11 COMPACTED BASE s, EXIST AC PVMT & BASE 12' TO C/L 2' MINIMUM WIDTH. 4 "AC /6 "CL II BASE. MIN T.I. =6.0 2" AC OVERLAY n (TOP OF CURB ABOVE EXIST AC EDGE) �SAWCUT EXIST AC I 1 L REMOVE EXISTING AC PVMT RECOMPACT SUB -BASE MATERIAL 6" PCC PAVEMENT EDGE CURB PCC CURB NOTES 1. CONCRETE SHALL BE 520 -C -2500 2. SEE STANDARD DRAWING G -10 FOR JOINT DETAILS ANDREW AVENUE -BMP GRAVEL SWALE AND DG PATHWAY NO SCALE PfL ESMT ESMT ESMT 16' I 8' 8' I 5' I 5' PRIVATE UTILITIES EASEMENT FOR WATER, GAS, ELECTRIC & CABLE EARTH DETENTION BERM EARTH DETENTION BERM 29^ t 2% SEE DETAIL BELOW �( 16' -EXISTING GRADE Q ( _NEW AC PVMT -� & BASE TYPICAL SECTION - 16' PRIVATE ROAD (EAST - WEST) SCALE SPECIAL DISTRICT HLV LW U MY: UH BY: UNLM-U IiY. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERI SRJ a Homes (Eaton Beach) PLANS PR ARED UNDER THE SUPERVISION OF RECOMMENDE AP VE GRADING PLAN FOR: HORIZONAL N/A /I/l. /VI #AA&i- EATON BEACH ESTATES VERTICAL N A /L. 11-12-13 MASIH MAHER ENGINEERING EERING AND ATE ANDREW AVENUE, ENCINITAS STEVEN R. JO S, R.C.E. N0. 65124 DATE 11/21 /13 EXP. 9 -30 -1 PUBLIC WORKS DIRECTOR DATE PLANNING CASE NO. TPM 04 -286 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 DEPARTMENT I DRAWING 110. 0353- G APN #216- 052 -10 1 SHEET 4 OFJ a Homes (Eaton Beach) GP 11- 12- 13_V26. pro I -- - - - - -- -------- �3 S r j :✓ F "9S 71 EROSION CONTROL PLAN �I HYDROSEED SLOPE PROTECTION I I I I I / J GRAVEL BAG INLET PROTECTION ' O. I .......................................................... ••---.....•-•-................. ..... ............................... --------------------- '..SILT FENCE` I I I i I ' I ' GRAVEL BAG INLET 0 Ia PROTECTION JA r. i I r: :.�:. . �- --�:: ________ ____________ ____ ........ k :. a-YWW \ 1--------------- __ _ m �..,, -� � L � �� P .' s' "`i .+m I ✓°� � NI 4. I 1: 771- -1 _rv> I k I _ 72 1. .......................e ,.. .. I I I -4- i 7. 7. '\ I' A GRAVEL BAGS - 11 I TWO HIGH I I I L- --------- - - - - -� I - -�I- —CONSTRUCTION I - - - -. DANCE ,•� \ -_ Y 1C1N11 1 ALA NOT TO SCALE #1147 -A4 COASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE NO. DESCRIPTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 7 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC I - WIRE _ DETAIL SILT FENCE NTS APPROVED DATE BENCHMARK SCALE 11 ,44 7,140f 14 DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4- CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. HORIZONAL N/A CORNER LA COSTA AVE. BRIDGE - 1 OVER 1 -5 ' RECORD FROM: R.O.S. NO. 18416 VERTICAL N LA ELEVATION: 47.11' DATUM: NAVD88 CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A W WIDTH AS REQUIRED TO ACCOMODATE Q ANTICIPATED TRAFFIC 3 o GRAPHIC SCALE 1 " =20' z 0 20 40 60 A 19' RADIUS 15' MINIMUM MIN. COARSE AGGREGATE FILTER F FABRIC .. ORIGINAL F GRADE L a a 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER SECTION A -A CONSTRUCTION ENTRANCE NTS RUN' OFF'_ GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL GRAVEL BAGS NTS I LEGEND SILT FENCE X INLET PROTECTION 0 CONSTRUCTION ENTRANCE HYDROSEED SLOPE PROTECTION TURF AND LANDSCAPE FILTER AREA HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL McCARTER AT (76Q) 828 -8800 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. SPECIAL DISTRICT HLvl w=u n.: "" sa n.: ""tsce tlT` ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWWG NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMEND E APPWVFW GRADING PLAN FOR: �• M �/ s EATON BEACH ESTATES 0353- G MASIH MAHER GLENN PRUIM DATE STEVEN R. JO R.C.E. NO. 65124 DATE 1112.1 /13 ENGINEERING NDIRECTOR ANDREW AVENUE, ENCINITAS EXP. 9 -30 -1 DATE PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 1 SHEET 5 OFI® \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLSl143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 11 -12 -13 v26.pro -, - -- ---- - - - - -- - - - - -- --------- - - - - -- - -- _. ~` �I HYDROSEED SLOPE PROTECTION I I I I I / J GRAVEL BAG INLET PROTECTION ' O. I .......................................................... ••---.....•-•-................. ..... ............................... --------------------- '..SILT FENCE` I I I i I ' I ' GRAVEL BAG INLET 0 Ia PROTECTION JA r. i I r: :.�:. . �- --�:: ________ ____________ ____ ........ k :. a-YWW \ 1--------------- __ _ m �..,, -� � L � �� P .' s' "`i .+m I ✓°� � NI 4. I 1: 771- -1 _rv> I k I _ 72 1. .......................e ,.. .. I I I -4- i 7. 7. '\ I' A GRAVEL BAGS - 11 I TWO HIGH I I I L- --------- - - - - -� I - -�I- —CONSTRUCTION I - - - -. DANCE ,•� \ -_ Y 1C1N11 1 ALA NOT TO SCALE #1147 -A4 COASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE NO. DESCRIPTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 7 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC I - WIRE _ DETAIL SILT FENCE NTS APPROVED DATE BENCHMARK SCALE 11 ,44 7,140f 14 DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4- CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. HORIZONAL N/A CORNER LA COSTA AVE. BRIDGE - 1 OVER 1 -5 ' RECORD FROM: R.O.S. NO. 18416 VERTICAL N LA ELEVATION: 47.11' DATUM: NAVD88 CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A W WIDTH AS REQUIRED TO ACCOMODATE Q ANTICIPATED TRAFFIC 3 o GRAPHIC SCALE 1 " =20' z 0 20 40 60 A 19' RADIUS 15' MINIMUM MIN. COARSE AGGREGATE FILTER F FABRIC .. ORIGINAL F GRADE L a a 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER SECTION A -A CONSTRUCTION ENTRANCE NTS RUN' OFF'_ GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL GRAVEL BAGS NTS I LEGEND SILT FENCE X INLET PROTECTION 0 CONSTRUCTION ENTRANCE HYDROSEED SLOPE PROTECTION TURF AND LANDSCAPE FILTER AREA HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL McCARTER AT (76Q) 828 -8800 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. SPECIAL DISTRICT HLvl w=u n.: "" sa n.: ""tsce tlT` ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWWG NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMEND E APPWVFW GRADING PLAN FOR: �• M �/ s EATON BEACH ESTATES 0353- G MASIH MAHER GLENN PRUIM DATE STEVEN R. JO R.C.E. NO. 65124 DATE 1112.1 /13 ENGINEERING NDIRECTOR ANDREW AVENUE, ENCINITAS EXP. 9 -30 -1 DATE PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 1 SHEET 5 OFI® \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLSl143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 11 -12 -13 v26.pro i t I. I 41 I s �I HYDROSEED SLOPE PROTECTION I I I I I / J GRAVEL BAG INLET PROTECTION ' O. I .......................................................... ••---.....•-•-................. ..... ............................... --------------------- '..SILT FENCE` I I I i I ' I ' GRAVEL BAG INLET 0 Ia PROTECTION JA r. i I r: :.�:. . �- --�:: ________ ____________ ____ ........ k :. a-YWW \ 1--------------- __ _ m �..,, -� � L � �� P .' s' "`i .+m I ✓°� � NI 4. I 1: 771- -1 _rv> I k I _ 72 1. .......................e ,.. .. I I I -4- i 7. 7. '\ I' A GRAVEL BAGS - 11 I TWO HIGH I I I L- --------- - - - - -� I - -�I- —CONSTRUCTION I - - - -. DANCE ,•� \ -_ Y 1C1N11 1 ALA NOT TO SCALE #1147 -A4 COASTAL LAND SOLUTIONS, INC. 573 SECOND STREET ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 CHANGE NO. DESCRIPTION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 7 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER FABRIC I - WIRE _ DETAIL SILT FENCE NTS APPROVED DATE BENCHMARK SCALE 11 ,44 7,140f 14 DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4- CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. HORIZONAL N/A CORNER LA COSTA AVE. BRIDGE - 1 OVER 1 -5 ' RECORD FROM: R.O.S. NO. 18416 VERTICAL N LA ELEVATION: 47.11' DATUM: NAVD88 CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE A W WIDTH AS REQUIRED TO ACCOMODATE Q ANTICIPATED TRAFFIC 3 o GRAPHIC SCALE 1 " =20' z 0 20 40 60 A 19' RADIUS 15' MINIMUM MIN. COARSE AGGREGATE FILTER F FABRIC .. ORIGINAL F GRADE L a a 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY CITY ENGINEER SECTION A -A CONSTRUCTION ENTRANCE NTS RUN' OFF'_ GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL GRAVEL BAGS NTS I LEGEND SILT FENCE X INLET PROTECTION 0 CONSTRUCTION ENTRANCE HYDROSEED SLOPE PROTECTION TURF AND LANDSCAPE FILTER AREA HYDROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN, 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZORRO FESCUE 3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER ACRE OF ALYSSUM CARPET OF SNOW 6. 1/2 LB PER ACRE OF DIMORPHOLECA 7. ITEMS C, D,E AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE DYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. 2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL McCARTER AT (76Q) 828 -8800 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES 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 UNCOMPLETED 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 WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. SPECIAL DISTRICT HLvl w=u n.: "" sa n.: ""tsce tlT` ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWWG NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMEND E APPWVFW GRADING PLAN FOR: �• M �/ s EATON BEACH ESTATES 0353- G MASIH MAHER GLENN PRUIM DATE STEVEN R. JO R.C.E. NO. 65124 DATE 1112.1 /13 ENGINEERING NDIRECTOR ANDREW AVENUE, ENCINITAS EXP. 9 -30 -1 DATE PLANNING CASE NO. TPM 04 -286 APN #216- 052 -10 1 SHEET 5 OFI® \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLSl143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 11 -12 -13 v26.pro GRADING AND DRAINAGE PLAN LEGAL DESCRIPTION. LEGEND PARCEL 4 OF PARCEL MAP NO. 21101 PROPERTY BOUNDARY PARCEL 4 TPM 04-2B6 EASEMENT LOT AREA: SETBACK - - - GRAPHIC SCALE 1 " =10' CASE NO. 13 -085 CDP GROSS AREA = 15,591 SQUARE FEET CENTERLINE - 0 10 20 30 224 ANDREW AVENUE NET AREA = 15,463 SQUARE FEET EXISTING BERM LOT (5 Map 14874 11 LOOT 7 LOT o UTILITIES NOTE: EXISTING CONTOUR ---- 304 - - -- 210 °490 -20 ° D��IC p�� f�oo 9117-(3 TG =76.7 218 - 410.21 EG 7 .7 216 - 410 -22 EXISTING WATER SERVICE -W W--- T =7 6. ALL EXISTING AND PROPOSED UTILITY SERVICES ELECTRIC, CABLE, TELEPHONE, ETC.) SHALL BE EXISTING WATER METER I STALLED /REINSTALLED UNDERGROUND. - ----------------------------- ------------------------------------------ -- ---- --------------------------------------- - - - - -- ` EXISTING SEWER MAIN -S S - ---------------------------------------------------------------------------------------- EXTW =77.49 -------------------- - - - - -- ------------- - - - - -- - TW®EX =77.39 -------------------------------------------------- TW®EX= 77.37----- - - - - -- - 71 ®EX . EXBW 73 53 BWOEX -73.62 - BW@EX =74 12 _� � ROOF DRAIN NOTE: SEWER MANHOLE d _ -_ - _ FOR STORM WATER POLLUTION CONTROL EXISTING TREE `, y PURPOSES, ALL RUNOFF FROM ALL ROOF 73 74 DRAINS SHALL DISCHARGE ONTO GRASS 72 2:1 CUT SLOPE o 73 AND LANDSCAPE AREAS PRIOR TO COLLECTION EXISTING RETAINING WALLS - -= .00 - - - - - - _ - 7� AND DISCHARGE ONTO THE STREET AND /OR FS -80 72 INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS N AND LANDSCAPE AREAS DESIGNATED FOR STORM SPOT ELEVATION �- `( -------------------------- \ - - - -- 7� I C) 70 FL= 70.30` WATER POLLUTION CONTROL SHALL NOT BE PROP. °� AC UNIT SCREENED \ FL -69.80 MODIFIED WITHOUT A PERMIT FROM THE CITY. a�D FENCE I WITH SITE WALL , �- `. � �`- �-FS =70.80 BUILDING FOOTPRINT --- - �� i 1t DS O N DS -' LLk �-" FS =70.00 N o ? CoNC. I PROPOSED BUILDING AREA: EXISTING 6" PVC DRAIN Cz ---------------- / I I `L I PER DWG 9117 -G ` 10 r - - - FS =70.80 D. �� AC UNITS SCREENED Cu 10' D,S�O A F� I WITH SITE WALL { m FIRST FLOOR: 2890 S.F. PROPOSED 4 PVC DRAIN PIPE �. Cu • _.. - - - -- I d I ^ SECOND FLOOR: 1171 S.F. SYSTEM FS =70.00 2nd FLOOR LIMIT I z TOTAL: 4061 S.F. II-'6�1W (��L 3 I m I GATE 6" AREA I 0 CASITA: 501 S.F. PROPOSED DRIVEWAY & HARDSCAPE _ DRAIN I EAVE W STORAGE AT GARAGE 1: 28 S.F. 4" C.O. Z 2nd FLOOR LIMIT TG =70.10 ROPOSED CONTOURS 464 paD °C59o25 -� Cu N RISER I, IE =69.40 1 I Cu I GARAGE 1: 536 S.F. 4" PERFORATED �I�" 2ndTQRY DECK I S GARAGE 2: 290 S.F. UNDERDRAIN Y I, GARAGE S = %, L =14' I I� FF =70.27 2nd FLOOR LIMIT :n 6" PCC DRIVEWAY GARAGE TOTAL AREA: 826 S.F. 4" PCC HARDSCAPE FS =69.30 r I N o - - y I ( v I COVERED PORCH 1: 164 S.F. --------- ` - - - - -- _ ^ COVERED PORCH 2: 156 S.F. 17.5' WIDE X 4' (AREA =70 S.F.) I FS =70.07 11 I I Z PORCH TOTAL AREA: 320 S.F. DRAINAGE DIRECTION bt -- -, I 42 S.F. SEE BIORETENTION D L T BASIN #1 I FS =69.30 DS __0 - -- D$I COURTYARD a Lq DS I �_ I DECK: SEE DETAIL THIS SHEET J BIORETENTION AREA BOTTOM ELEV =69.30 � 9" FS =70.20 � n „ 2� 6 AREA Fs =70.10 • 6 AREA PARCEL 4 COVERAGE TOTAL: (25 %) 3872 S.F. / BROOKS 12x12 if DRAIN y �! DRAIN I NET SITE AREA: 15463 S.F. \ TG -70.00 1 4" PVC TG -70.10 1.5 %- 2% RISER INLET FS =69.80 - FS =� 47' FIRST FLOOR I MAXIMUM COVERAGE 35% 5412 S.F. TG =69.6969.93 b� IE =69.00 y =t. , L =1� IE =69.25 FS =70.57 ( ) DRAINAGE SWALE 1% MIN. FS =69.90 �n \ J� I x \, FF =70.67 = 25' IE= 66--94 ct ; -o To _i V PAD =70.00 Fs =70.20 0 SETBACK �i FS =70.00 1 FS= 70.47 p I NOTES: PROPOSED WATER SERVICE vv S FS =70.0 DS D (_ (72.1 TPM 04 -286 - NAVD88) a Q � I / N BACKFLOw • (70.0 TPM 04 -286 - NGVD29) a 44 vi PREVENTOR Q 1) BMP 'S (BEST MANAGEMENT PRACTICES) SHALL BE IN PROPOSED SEWER LATERAL SEWER \ DEEPENED FOOTINGS •DS I I I ACCORDANCE WITH COUNTY STANDARDS. BMP'S - -0 / `L� _ IN VICINITY OF BIORETENTION (L SHALL BE THE OWNERS RESPONSIBILITY WITH BACKFLOW PREVENTOR S SEWER CLEANOUT %* Lq FS GARA0G2E STRUCTURAL ENGINEER(TYP.) COFL= 70.15 -� I � � 2) INSTALL SEWER BACK FLOW (BACKWATER) PREVENTOR ' EXISTING EASEMENTS 3 FOOTINGS IN THE VICINITY OF BIORETENTION AREAS FS =69.00 FS =69.50 BIORETENTION BASIN #2 i I ) SHALL BE DEEPENED AS DETERMINED NECESSARY BY EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY 2 WIDE X 25 + 5.3 WIDE X 30 (AREA =21.0 S.F.) I I I FS =69.80 F 64 � 37. �` BOTTOM =68.70 SEE DETAIL THIS SHEET 1% ate°--° THE STRUCTURAL ENGINEER. TITLE REPORT PREPARED BY FIRST AMERICAN TITLE AS ORDER NO DIV- 3545461 DATED JUNE 25 2010. NO A GATE �I 2% I 4) GRASS AND LANDSCAPE AREAS DESIGNATED FOR PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS I Ih� I C14 C-4 DS y I PROP. I STORMWATER POLLUTION CONTROL SHALL NOT DOCUEMENT WITHIN THE BOUNDARY OF THE SUBJECT =69 - - - - - - - - "- - - WOOD BE MODIFIED WITHOUT A PERMIT FROM THE CITY. PARCEL. ] I i S =6 60 = gg,7g04 % - FENCE I PROPOSED EASEMENTS HAVE BEEN DEPICTED HEREON. 6" CLEANOUT 4"P TOP = 68.80 S =2 %, W I FL=49 70- _. _ �__ � _ . _ IE =65.25 L =18' FS 68.70 - -- -____ X- -- - /- _ �/ a _ FS 71.00 N --- - - -- --- �S =68.70 -� __' FC-7 774 ' % W - - GRADING NO TE" _ N14'56' 10 "W 178.59' ' o I F 69. FS -68.7 FS =69.80 I ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S I ° I 4" ER FORA 4" C.O. 1 - ° - - -- I PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED FS =69.80 RISER --•` - -- `-" -'�" -'"" '°° --- ......` AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY .- b OLIAETER y o TED I iI I I 'knc{c ea•.v.�,Y Ozsszvprtxt •�" I FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT S =0%, L =53' - PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO _ _ START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE n - - n�� p PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED - PAR' (� N >o I I ROOKS 12x12 I�G�\Ifl1��L� 1 I TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE � I RISER INLET CONCRETE ENDWALL PARCEL REQUIRED PERMISSION IS OBTAINED. PAD -68.20 I TG= s9.es69•� SEE DETAIL THIS SHEET PAD.88.775 1,g PROPOSED IE�5.69.65.11 TOP =69.70 0 ° 16 PRIVATE IE 4 "=68 78- ° I ROAD EASEMENT p x•8.60 I ESTIMATED EARTHWORK QUANTITIES N LO I 5' PROPOSED 50 C.Y. EXCAVATION ((CUT) I )` I 5' UTILITES I RETENTION AREA SHALL BE LEVEL AND DEPRESSED I I 20 C.Y. EMBANCKMENT (FILL) EASEMENT A MINIMUM OF 6" FROM SURROUNDING GRADE I 30 C.Y. EXPORT DEEP ROOTED, DENSE, DROUGHT e• 8flDR1t DRADI CoNTDI(JID Rscotr TOLERANT PLANTING SUITABLE MAXIMUM HEIGHT OF FILL = 1.5 FEET FOR WELL DRAINED SOIL P/L MAXIMUM HEIGHT OF CUT = 3.0 FEET MULCH HARDWOOD c�JR�pt1 GARAGE WALL * ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR GRATE INLET (BACKGROUND) I 11' 3.5' ANY OVEREXCAVATION, IF REQUIRED BY SITE CONDITIONS e' STM DRAIN CONTDRTRD AWVff 6° 4" CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR _ 24" MIN. ENGINEERED SOIL CONCRETE I FS =70.00 FS =69.90 TO COMMENCEMENT OF WORK. PARCEL 2 N .\\ - - SEE NOTE BELOW (TYP.) = 111 = 12 RISER -III DRIVEWAY Ill 11 o . 30 MIL IMPERVIOUS GRATE INLE3� 30 MIL IMPERVIOUS I 2 % ®5' TOP =69.70 FS =68.70 EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. � n � - LINER AT SIDE ONLY III -III III = = III =III III =III LINER AT SIDE ONLY 2 CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY I g / J \ - =III -III III =III - 1.05' 0.95' DUE TO SHRINKAGE OR SWELL FACTORS). -- -- E -2 -3" OF 3/8" GRAVEL tf _ 4" PERFORATED PVC PIPE a 4" PV x2'x 8" DIAMETER FESSj - - -- - �-- - - - -• -- *PLACE PIPE WITH \ **S MIN. 3/4" CRUSHED ROCK DR - N QP� ON i ,,PAR6�L i . � PERFORATIONS AT **SEE- C AIN S -1% MI 2 > INVERT ONLY SEE° NOTE " • COBBLESTONE �� R 9� 36 "x36" PAD =88. -- a • BELOW 6" WIDE X 4' LONG DISSIPATOR �Q J� BROOKS -- NO LINER SHALL CONCRETE END WALL IE =68.90 BIORETENTION BASIN 3' SLOPE h lv c INLET J - TG= 6 UT BE PLACED AT ' -,- -r- T " TIE 4 -s" PVC PIPE BOTTOM PER MODIFIED SDRSD 0 SEE DETAIL THIS SHEET VARIES H tP z EX 12" SO L = IE 64.25 11E 4" PERF. PVC TO STORMDRAIN D -40 OR EQUAL 3 w No. 65124 m _ = PIPE TO RISER SYSTEM IE= 62.30 __ - - -- - �- ___ -- ___--- _- _ - - -__ LINER AT SIDE ONLY TG =65.25 - - -- *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY LOAM" SOIL NO LINER SHALL BE EARTHEN SWALE 6" IEin =62.85 _- - t 12" IEout =62.75 ,l ilr MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -so% SAND, 20 -30% PLACED AT BOTTOM w 1 f! I G ( s'i4 CIVIC F �itiP COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. v Ili w L » » OF CALL **3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE » _ A - SWALE THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. NOT TO SCALE NOT TO SCALE SECTION B r� 4"' DRAIN OUTLET SECTION BMP PROJECT STATUS 6 STORM DRAIN CONNECTION SCALE 1 " =20' BIORETENTION BMP DETAIL PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT BASIN #1 AREA = 4% x (IMPERVIOUS AREA) + 12% (FACTOR OF SAFETY) PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY COASTAL LAND SOLUTIONS, INC. = 4% x 1511 S.F. x 1.12 = 68 S.F. (AREA SHOWN = 70 SF) ." HOMEOWNER IN ACCORDANCE WITH °MAINTORMWAE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER L 573 SECOND STREET BMP AREA 2 = 4% x IMPERVIOUS AREA) + 12% (FACTOR OF SAFETY , POLLUTION CONTROL FACILITIES" ENCINITAS, CA 92024 = 4 %x 4642 S.F. x 1.12 = 208 S.F. (AREA SHOWN = 210 SF) ) � 3 6 �� 2'�4 �¢ RECORDED ON: JO1��i (A� 2�f �- i1 PH (760) 230 -6025 SIGN DATE N DATE GN ATE S� i-s FAX (760) 230 -6026 SIGNATURE EXPIRES TWO AS DOC. NO.: ��-0��� ®3� YEARS AFTER DATE SIGNED REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT DESSGNJED BY DRARNUBY CHESCE BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. 1 ADD PARCEL 4 PRECISE AAM DESCRIPTION: CITY OF ENCINITAS CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: p QQ��jj N0. 1001. 2 -1 4" CADT DISK SET OVV �- G GRADING PLAN. IN DRAINAGE STRUCTURE NEAR N.E. HORIZONAL 1" = 10' DATE: 2 -03 -14 -Al 224 ANDREW AVENUE PA! CFL- 4 V (OR't6 .vi �• / S W CORNER LA COSTA AVE. BRIDGE OVER I -5 MASIH MAHER Mp"N+1. A'FYh(• INFO. R.C.E. NO. 65124 Fe�/GLENN PRUIM DATE RECORD FROM: R.O.S. NO. 18416 VERTICAL N/A STEVEN JONES ENGINEERING AND EATON BEACH ESTATES q E EV4 Sl6ST 10 A/` 11 EXP. 9 -30 -15 PUBLIC WORKS DIRECTOR S -aUrrS 1 ELEVATION: 47.11' DATUM: NAVD88 DATE PLANNING CASE N0, TPM 04 -286 CDP 13 -085 APN #216- 052 -10 SHEET 6 OF 10 CLS Users \C \CLS SHARED FILES \CLS Job Files CLS1143 SHEA HOMES (EATON BEACH )\CLS #1143 Shea Homes Eaton Beach GP 2 -4 -14 v5l.pro W. CO) O O a O U GRAPHIC SCALE 1 " =10' 0 10 20 30 II La/ PARC EL 3 S) PAM�69.25 I )OKS x24" N I I En NI a paG3C EL 2 ; w Qn I Cu I Z I I LIMITS OF FIRES ! TURNAROUND �I I 4" SEWER LATERALS�I S r I -4' WIDE X 80' AREA =320 S.F.) ILk En min. J' �T I :• FS =6 I 2x1 1 GRADING AND DRAINAGE PLAN PARCEL 1 TPM 04 -286 13-183 CDP 216 ANDREW ilVF.NCF. A PAD - 70 °00 _- -� 6' HIGH (MAX.) ��� ----= ------ ------------- - - - - -- PROP. WOOD 2:1 SLOPE FS= 70.30 GATE FS =69.80 FENCE (TYP.) N14 056' 0 "W 178.59' FS =70.50 1% 1% co_�FL= 69.21.. _ -FL =67.90 - FL =67.95 - - - - - - - _�FL =68 17 - - - - - - - �FL =68.42 - FL- 68.65 `� FS =69.75 O - - - - - - - - - - - - - - _ - - - - - - w FS -68.75 � � N - - - HP =69.50 X °^ I FS =68.50 DEEPEND FS =68.75 ; >. ' " ' FS =68.75 6' HIGH (MAX.) Corr FS =6 .95 FOOTING P�kf10 6� 30 FS =69.60 SH rER PROP. WALL �" . � FS =67. - � ii. �`� t>` /, -�, � LA�ING 0O.w 61. I EXISTING 16 BROOKS ® FSo.oa =o� I PRIVATE ROAD 12x12 FS =69.75 aL EASEMENT PER TG =6�rB5 Co7.95 PM 21101 IE =6$ i9 to5.35 PARCEL 1 FIRST FLOOR FS =70.08 5' MASTER BEDROOM Oa ,I Imo- EXISTING 5 BIORETENTI ASIN FF =70.42 I' UTILITY EASEMENT 15 x 7 WIDE (AREA =105 S.F.) FIRST FLOOR PAD =69.75 FS =69.75 2% PER PM 21101 / BOTTOM =67.45 SEE DETAIL THIS SHEET FF =69.42 -- 25 1 FS =68.75 PAD =68.75 i FS =69.75 FS =69.70 SETBACK 0 I 25' II FS -68:75 I F \ 71.1 TPM 04 -286 - NAVD88 DATUM ( 1% I n no u SETBACK 69.0 TPM 04- 286 NGVD29 DATU (PROPOSED I - - - - - L- PROPOSED o IBLOCK WALL d a II I _ _ \ i FS =68.95 ( (6' HIGH GATE tU I. Z/ '. FS -68.95 X) n / y M A FL 6 9 00 "�' ✓ P FS =68.75 �.' ,> �', i. ; III.." L- -------------- ' - - ">" '' \ w . " k>: ° 4 . PCC PATIO. {`. FS =68.92 - /- ; I -4- i r" PAC .DWY >" .' PCC \D1+�� .. >.\ FS =68.75 FS =68.75 L - - - - - -FS =68.78` ? I t %l Z a ; \/ \ - // -, - -- FS= 68.921 IFS= - - _ ly r H i / 68 75 I ao 1 .> � a EAVE LINE of V I � ;j. . \ FUTURE LANDSCAPE AREA L`w I` w_ _ l \F ' > SEWER LATERAL WITH BACKFLOW \ Z° i o h'... > \! •'. " > PREVENTOR. 6R \ - Ni \ BLOCK WALL ° -J:2 �• \\ (6' HIGH MAX.) in�u - - -- =-- - - - - -- ---------- -L----- - - - - -- - - - -- 3 N °j / ------ - - - - -- J / - - - - -- s s S S IL Lu -FS =67.13 _ _ ° a BROOKS - a� 24 "x24" / - . . " D= CLEANOUT - I` - - - -G -�°�. TOP =67.00 - - W W - W�-�"" 197-rA An % " PCL 3 216- 052 64 30 MIL IMPERVIOUS - LINER AT SIDE ONLY �6, HIGH (MAX.) ^� PROP. VINYL (� 4 FENCE (TYP.) 218-052-85 RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL MULCH HARDWOOD MIN SuRf0Y1 BROOKS BOX f� 6" 4" 24" MIN. ENGINEERED SOIL - III - -) III III - III *SEE NOTE BELOW (TYP.) - - III III - - 30 MIL IMPERVIOUS -III III - III LINER AT SIDE ONLY 2 -3" OF 3/8" GRAVEL 4" PERFORATED PVC PIPE *PLACE PIPE WITH 12" MIN. 3/4" CRUSHED ROCK PERFORATIONS AT * *SEE °NOTE • ` INVERT ONLY BELOW NO LINER SHALL TIE 4 -6" PVC PIPE BE PLACED AT TIE 4" PERF. PVC TO STORMDRAIN BOTTOM PIPE TO RISER SYSTEM *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COASTAL T LAM COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. ►711�L ��T **3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE (� SOLUTIONS, INC. THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. \ 577 SECOND STREET 1� ENCINITAS, CA 92024 BIORETENTION DETAIL ON PARCEL i� PH (760) 230 -6025 REQUIRED AREA = 4% x 2,370 S.F. (IMPERVIOUS AREA) = 95 S.F. l-s FAX (760) 230 -6026 PROPOSED AREA = 105 S.F. REVISIONS I APPROVED I DATE I REFERENCES DATE RWT%TrT -TLfA ?W ADD PCLS. 1,2,3 G.P. k9'D99NGut sow l0 AC-2,r .I L` FS =68.75 2 ` , l a. ' S ', PROVIDE 2" x 12° I z SCUPPER 0 8' O.C. cv FOR DRAINAGE OF - FS =68.75 - I LEGAL DESCRIPTION. PARCEL 1, P.M. NO. 21101 LOT AREA: GROSS AREA = 19,117 SQUARE FEET NET AREA = 14,694 SQUARE FEET UTILITIES NOTE: ALL EXISTING AND PROPOSED UTILITY SERVICES ELECTRIC, CABLE, TELEPHONE, ETC.) SHALL BE I STALLED /REINSTALLED UNDERGROUND. ROOF DRAIN NOTE. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. PROPOSED IMPERVIOUS SURFACE. DRIVEWAY = 2,040 S.F. OTHER = 5,088 S.F. TOTAL = 7,128 S.F. ESTIMATED EARTHWORK QUANTITIES: 15 C.Y. EXCAVATION (CUT) 90 C.Y. EMBANCKMEN (FILL) 75 C.Y. IMPORT MAXIMUM HEIGHT OF FILL = 1 FEET MAXIMUM HEIGHT OF CUT = 0.5 FEET LEGEND PROPERTY BOUNDARY EASEMENT I � 0 CENTERLINE SYSTEM EXISTING BERM PROPOSED DRIVEWAY & HARDSCAPE EXISTING CONTOUR EXISTING WATER SERVICE EXISTING WATER METER EXISTING SEWER MAIN / MANHOLE I I ° RETAINING WALL DRAINAGE DIRECTION -4' WIDE X 80' AREA =320 S.F.) ILk En min. J' �T I :• FS =6 I 2x1 1 GRADING AND DRAINAGE PLAN PARCEL 1 TPM 04 -286 13-183 CDP 216 ANDREW ilVF.NCF. A PAD - 70 °00 _- -� 6' HIGH (MAX.) ��� ----= ------ ------------- - - - - -- PROP. WOOD 2:1 SLOPE FS= 70.30 GATE FS =69.80 FENCE (TYP.) N14 056' 0 "W 178.59' FS =70.50 1% 1% co_�FL= 69.21.. _ -FL =67.90 - FL =67.95 - - - - - - - _�FL =68 17 - - - - - - - �FL =68.42 - FL- 68.65 `� FS =69.75 O - - - - - - - - - - - - - - _ - - - - - - w FS -68.75 � � N - - - HP =69.50 X °^ I FS =68.50 DEEPEND FS =68.75 ; >. ' " ' FS =68.75 6' HIGH (MAX.) Corr FS =6 .95 FOOTING P�kf10 6� 30 FS =69.60 SH rER PROP. WALL �" . � FS =67. - � ii. �`� t>` /, -�, � LA�ING 0O.w 61. I EXISTING 16 BROOKS ® FSo.oa =o� I PRIVATE ROAD 12x12 FS =69.75 aL EASEMENT PER TG =6�rB5 Co7.95 PM 21101 IE =6$ i9 to5.35 PARCEL 1 FIRST FLOOR FS =70.08 5' MASTER BEDROOM Oa ,I Imo- EXISTING 5 BIORETENTI ASIN FF =70.42 I' UTILITY EASEMENT 15 x 7 WIDE (AREA =105 S.F.) FIRST FLOOR PAD =69.75 FS =69.75 2% PER PM 21101 / BOTTOM =67.45 SEE DETAIL THIS SHEET FF =69.42 -- 25 1 FS =68.75 PAD =68.75 i FS =69.75 FS =69.70 SETBACK 0 I 25' II FS -68:75 I F \ 71.1 TPM 04 -286 - NAVD88 DATUM ( 1% I n no u SETBACK 69.0 TPM 04- 286 NGVD29 DATU (PROPOSED I - - - - - L- PROPOSED o IBLOCK WALL d a II I _ _ \ i FS =68.95 ( (6' HIGH GATE tU I. Z/ '. FS -68.95 X) n / y M A FL 6 9 00 "�' ✓ P FS =68.75 �.' ,> �', i. ; III.." L- -------------- ' - - ">" '' \ w . " k>: ° 4 . PCC PATIO. {`. FS =68.92 - /- ; I -4- i r" PAC .DWY >" .' PCC \D1+�� .. >.\ FS =68.75 FS =68.75 L - - - - - -FS =68.78` ? I t %l Z a ; \/ \ - // -, - -- FS= 68.921 IFS= - - _ ly r H i / 68 75 I ao 1 .> � a EAVE LINE of V I � ;j. . \ FUTURE LANDSCAPE AREA L`w I` w_ _ l \F ' > SEWER LATERAL WITH BACKFLOW \ Z° i o h'... > \! •'. " > PREVENTOR. 6R \ - Ni \ BLOCK WALL ° -J:2 �• \\ (6' HIGH MAX.) in�u - - -- =-- - - - - -- ---------- -L----- - - - - -- - - - -- 3 N °j / ------ - - - - -- J / - - - - -- s s S S IL Lu -FS =67.13 _ _ ° a BROOKS - a� 24 "x24" / - . . " D= CLEANOUT - I` - - - -G -�°�. TOP =67.00 - - W W - W�-�"" 197-rA An % " PCL 3 216- 052 64 30 MIL IMPERVIOUS - LINER AT SIDE ONLY �6, HIGH (MAX.) ^� PROP. VINYL (� 4 FENCE (TYP.) 218-052-85 RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL MULCH HARDWOOD MIN SuRf0Y1 BROOKS BOX f� 6" 4" 24" MIN. ENGINEERED SOIL - III - -) III III - III *SEE NOTE BELOW (TYP.) - - III III - - 30 MIL IMPERVIOUS -III III - III LINER AT SIDE ONLY 2 -3" OF 3/8" GRAVEL 4" PERFORATED PVC PIPE *PLACE PIPE WITH 12" MIN. 3/4" CRUSHED ROCK PERFORATIONS AT * *SEE °NOTE • ` INVERT ONLY BELOW NO LINER SHALL TIE 4 -6" PVC PIPE BE PLACED AT TIE 4" PERF. PVC TO STORMDRAIN BOTTOM PIPE TO RISER SYSTEM *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COASTAL T LAM COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. ►711�L ��T **3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE (� SOLUTIONS, INC. THE INFILTRATION AND STORAGE ABILITY OF THE BASIN. \ 577 SECOND STREET 1� ENCINITAS, CA 92024 BIORETENTION DETAIL ON PARCEL i� PH (760) 230 -6025 REQUIRED AREA = 4% x 2,370 S.F. (IMPERVIOUS AREA) = 95 S.F. l-s FAX (760) 230 -6026 PROPOSED AREA = 105 S.F. REVISIONS I APPROVED I DATE I REFERENCES DATE RWT%TrT -TLfA ?W ADD PCLS. 1,2,3 G.P. k9'D99NGut sow l0 AC-2,r .I L` FS =68.75 2 ` , l a. ' S ', PROVIDE 2" x 12° I z SCUPPER 0 8' O.C. cv FOR DRAINAGE OF - FS =68.75 - I LEGAL DESCRIPTION. PARCEL 1, P.M. NO. 21101 LOT AREA: GROSS AREA = 19,117 SQUARE FEET NET AREA = 14,694 SQUARE FEET UTILITIES NOTE: ALL EXISTING AND PROPOSED UTILITY SERVICES ELECTRIC, CABLE, TELEPHONE, ETC.) SHALL BE I STALLED /REINSTALLED UNDERGROUND. ROOF DRAIN NOTE. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. PROPOSED IMPERVIOUS SURFACE. DRIVEWAY = 2,040 S.F. OTHER = 5,088 S.F. TOTAL = 7,128 S.F. ESTIMATED EARTHWORK QUANTITIES: 15 C.Y. EXCAVATION (CUT) 90 C.Y. EMBANCKMEN (FILL) 75 C.Y. IMPORT MAXIMUM HEIGHT OF FILL = 1 FEET MAXIMUM HEIGHT OF CUT = 0.5 FEET LEGEND PROPERTY BOUNDARY EASEMENT PER DWG 9117 -G SETBACK 0 CENTERLINE SYSTEM EXISTING BERM PROPOSED DRIVEWAY & HARDSCAPE EXISTING CONTOUR EXISTING WATER SERVICE EXISTING WATER METER EXISTING SEWER MAIN EXISTING SEWER MANHOLE EXISTING TREE ° RETAINING WALL DRAINAGE DIRECTION SPOT ELEVATION BUILDING FOOTPRINT 304- - - - =80.00 EXISTING 6" PVC DRAIN PIPE PLANNING AND BUILDING PER DWG 9117 -G ENCINITAS FIRE DEPARTMENT 0 I--I =80.00 EXISTING 6" PVC DRAIN PIPE PLANNING AND BUILDING PER DWG 9117 -G ENCINITAS FIRE DEPARTMENT PROPOSED 4 " -6" PVC STORM DRAIN I--I SYSTEM PROPOSED DRIVEWAY & HARDSCAPE 6n MIN. SOIL PROPOSED CONTOURS 73 4" PCC HARDSCAPE I FL =68)60 '' 6" PCC DRIVEWAY U ° g DRAINAGE DIRECTION -- - ► -� BIORETENTION OR BIOSWALE AREA NOT CONCRETE COLLAR PER LWD S -8 TO BE MODIFIED WITHOUT A PERMIT - -------------- d\ °� `N E---------------- FROM THE CITY OF ENCINITAS ?e -- DRAINAGE SWALE 1% MIN. _-- - -- PROPOSED SEWER LATERAL S WITH BACKFLOW PREVENTOR PROPOSED WATER SERVICE W PROPOSED PATIO PLANNING AND BUILDING GATE ENCINITAS FIRE DEPARTMENT ' O SEWER CLEANOUT BOX AND 6n MIN. SOIL COVER TO BE TRAFFIC RATED SHALL BE THE OWNER'S RESPONSIBILITY PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY I FL =68)60 '' ,'. U AND SUPPORTED WITH A g 1 20l U -- --- - - - - -- R,1 CONCRETE COLLAR PER LWD S -8 GRADING NOTE: - -------------- d\ °� `N E---------------- - - - - -- ?e -- ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE �Q�( vwi "/1' FL =68.50 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND �FS =68.75 APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT ---------- - - - - 5' EASEMENT FOR PUBLIC UTILITIES, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC Z PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, -- ----------------- - -L - -- UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND C9 w ND. 65124 OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN S S S S S B LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST AS e \° BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY wV d SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY - - - - - - - - THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND - - SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. n o� W W W W W W W W _ N14 °56' 10 "W 177.95' -- 4' WIDE BIOSWALE PER.pETAIL THIS SHEET AND ON SHEET " -2 OF THIS PLAN - SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT IF APPLICABLE WIDTH AND DEPTH * *SEE NOTE BELOW VARIES PER PLAN NOTES. 1) BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS. BMP S EXISTING EASEMENTS EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO. AS ORDER NO DIV- 3545461 DATED JUNE 25, 2010. NO PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS DOCUEMENT WITHIN THE BOUNDARY OF THE SUBJECT PARCEL. EXISTING EASEMENTS HAVE BEEN DEPICTED HEREON. ONO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. OB 20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATER WATER UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04 -286) © 16' PRIVATE ROAD & PUBLIC UTILITES EASEMENT PER PM 21101 -i OD 8 PRIVATE DRAINAGE EASEMENT PER PM 21101 V H. '< OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT O SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A 6n MIN. SOIL SHALL BE THE OWNER'S RESPONSIBILITY PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY U X& � - 1� g 1 20l HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" BELOwD �Q�( 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND 2) INSTALL SEWER BACK FLOW BACKWATER PREVENTOR (BACKWATER) OO 5' EASEMENT FOR PUBLIC UTILITIES, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC TO 1 PART 3/8" GRAVEL 3) FOOTINGS IN THE VICINITY OF BIORETENTION AREAS UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND C9 w ND. 65124 R' m ts" MIN. 2" MIN. 3/8" GRAVEL SHALL BE DEEPENED AS DETERMINED NECESSARY BY ELECTRIC SURVICES. d 6" - 3/4" CRUSHED ROCK THE STRUCTURAL ENGINEER. 1�• 1L1 IMPERVIOUS LINER 4" PERFORATED PIPE CONNECTED TO EXISTING 12" STORM DRAIN 4) GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORMWATER POLLUTION ® PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2007 - 0144248, REC. 03/02/2007 sT CIVIC -Q 9TF O ON SIDES AND BOTTOM F24" MIN. CONTROL SHALL NOT OF DpLIF�P BE MODIFIED WITHOUT A PERMIT FROM THE CITY. * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -307 COMPOST OR ©NEW SHEET BMP PROJECT STATUS HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT O SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE OF GREATER THAN 5% AND /OR IF THE VELOCITY OF WATER IN THE PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SWALE EXCEEDS 8 FT /SEC. PRIORITY BIOSWALE DETAIL ALONG DRIVEWAY X& � - 1� g 1 20l HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4- CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. CORNER LA COSTA AVE. BRIDGE OVER 1 -5 RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 BIOSWALE LENGTH L =338 ft SCALE I SPECIAL DISTRICT HORIZONAL 1" = 10' VERTICAL N/A SIGN DATE SIG DATE SIGN / DATE RECORDED ON: JULY 10, 2014 SIGNATURE EXPIRES TWO AS DOC. NO.: 2014- 0287035 O.R. YEARS AFTER DATE SIGNED DESIGNED D BY DRSRJ BY CHECKED SCE BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMENDEDS� APPROVED ? /�� /' GRADING PLAN FOR: DATE: 5 -07 -14 _ /IA �A�,,�� 216 ANDREW AVENUE - PARCEL 1 QQ t v MASIH MAHER 0353 G �C ` `�' R.C.E. N0. 65124 for GLENN PRUIM DATE STEVEN R:�JQNES ENGINEERING AND EATON BEACH ESTATES O EXP. 9 -30 -15 DATE PUBLIC WORKS DIRECTOR PLANNING CASE NO. TPM 04 -286 / CDP 13 -183 APN #216- 052 -75 SHEET 7 OF 10 (,) \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 7- 7- 14_v67.pro GRAPHIC SCALE i"=io' GRADING AND DRAINAGE PLAN 0 10 20 30 PARCEL 2 TPM 04 -286 \ �1 \ U \ \ w PM 1 928 GRADING PLAN No. 762:-G 11111 11 3 216- 052 -69 BROOKS 24 "x24" RISER INLET TG--66-G& G5AH 6" IEin =62.85 4" IEin = 63;9 §02. 3 12" IEout =-S-. G2 °5o CONNECT 12" TO EXISTING 1 STORM DRAIN IE =62.30 CASE NO. 13 -184 CDP 220 ANDREW AVENUE PARC�C L X3 1 1 1 6 9 PAD-69.25 ' I � . -. _ -- -- .. - -- / �I °-- -- -� -° 6B FL =68.50 FL -69, 20 I I t I N14 *56' 10 "W 161.07' Fs s$ So (i l \-FS =69.00 o FS w opz ¢ GATE L \F- _ ,: i> I FL. 68 4 II I PCC. DRIVEWAY EXISTING 12' PVC ® 2% �� _ ��- ; >. ?..' PRIVATE STORM STORM DRAIN I _ > "' > *% ' 33 FS�68 70 �, II CONST. PER DWG N0. - \ FS 6'8 67 i . T`> . ' , z . FyS- 68.661 1 ,.,,I z 1 9117 -G 1g, - �` �� \ `L =6$60 y..�.�• I CO ,,, X z v \ 2% xE = 17.57 " EXISTING STORM DRAIN RESMTE I \\ 9 ENC KNG , �1$� L� \\ \ T•Ga =05.56 I F/N 2004 - 0306073 / \ PAP ACE _ \° \ FGA = lee•28 Fn REC. APRIL 9, 2004 I 1 S ® _ SETBACK w o -Oy� � X 'ios$..`1v 2 0 � ��` N ZnN TG \ I'. \i 0, x kn:08.'3 \ 'I FS 68.90 I 2% \\ \ 2ND FLOOR m"0 (0 `, q 25' �� \�- LIMIT OpFt� \ SETBACK FL =68.25 \ PARCEL 2 FIRST FLOOR \� '. 1 , fie FF =68.87 I ( W 1 PAD =68.20 \ \ 71.1 TPM 04 -286 - NAVD88 DATUM \ 4° SEWER {{ �69A TPM 04 -286 - NGVD29 DATUM ' y .: P\ LATERALS I EAVE SEWER LATERAL \ 1\ I Z I� LINE \ \ WITH BACKFLOW \\ !� \\ PREVENTOR ` , ' 1 1 > \ SEWER 5 \ \ ? min CLEANOUT COVERED PATIO =68 67' ' ` \ PCC PATIO � S � CP a° � A �' m� �E= 16 (1 .30 o i O o \ C� o z XOLLJ 8'_ DRAINAGE EASEMENTOD 1 67.05 1 J I`o - � ATE I co FL =66-19 N PAD.70000 L- I I 169 I I I I PROPOSED 6" PVC STORMDRAIN PIPE I I FOR BENEFIT OF (- PARCEL 4 1 16: EXISTING C I 16' PRIVATE ROAD EASEMENT LO �5 I' PER PM 21101 EXISTING 5' UTILITIES E Cu I I EASEMENT O I \ I PER PM 21101 1 w o I O I 1 s i Cu I m I I✓ � I I z PARCEL► I PAD-88.75 1 I I I I I LIMIT OF ;'\\ X6,, EXIST ESMT TO SDWD N N - - - -Nl- -i- LEGAL DESCRIPTION.• PARCEL 2, P.M. NO. 21101 LOT AREA: GROSS AREA = 16,351 SQUARE FEET NET AREA = 14,635 SQUARE FEET UTILITIES NOTE: ALL EXISTING AND PROPOSED UTILITY SERVICES I, INSTALL D/REINST TELEPHONE, BE ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ESTIMATED EARTHWORK Q UANTITIES: 20 C.Y. EXCAVATION (CUT) 80 C.Y. EMBANCKMENT (FILL) 60 C.Y. IMPORT MAXIMUM HEIGHT OF FILL = 1 FEET MAXIMUM HEIGHT OF CUT = 0.5 FEET PROPOSED IMPERVIOUS SURFACE: DRIVEWAY = 1,280 S.F. OTHER = 3,846 S.F. TOTAL = 5,126 S.F. LEGEND PROPERTY BOUNDARY EASEMENT SETBACK CENTERLINE EXISTING BERM EXISTING CONTOUR EXISTING WATER SERVICE EXISTING WATER METER EXISTING SEWER MAIN EXISTING SEWER MANHOLE EXISTING TREE EXISTING RETAINING WALLS SPOT ELEVATION BUILDING FOOTPRINT EXISTING 6" PVC DRAIN PIPE PER DWG 9117 -G PROPOSED 4" PVC STORM DRAIN SYSTEM PROPOSED DRIVEWAY & HARDSCAPE PROPOSED CONTOURS 4" PCC HARDSCAPE 6" PCC DRIVEWAY 304 -w-w- 0 0 FS =80.00 DRAINAGE DIRECTION BIORETENTION OR BIOSWALE AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS DRAINAGE SWALE 1% MIN. PROPOSED SEWER LATERAL WITH BACKFLOW PREVENTOR PROPOSED WATER SERVICE -- - - - - -� - - - -- -- - GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE / APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, S. S OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN ( �7.23 LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST FS -- ® N BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED ►e-'W' W FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. I iii __ ' .. _�__ EXISTING EASEMENTS h 4 FS =65.50 FS= 65.50... FS =65.50 EX =67.00 -- _ LIMITS OF EXISTING ®EXISTING PRIVATE I f 6' HIGH (MAX.) SEWER EASEMENT ROAD EASEMENT EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY °. PROP VINYL EX =67.00 N -14 X56' 10 "W_ _149, 68 "EXISTING PRIVATE TO LWD © PER PM 21101 TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO FENCE (TYP. ROAD EASEMENT ) PER PM 21101 4' WIDE X 33V LONG BIOSWALE PER DETAIL THIS SHEET AND _ ON SHEET 2 OF THIS PLAN. n�� - "3.5 WIDE X 70' (AREA =245 S.F.) p�� SEE SHEET 3 -OF THIS PLAN -6�7 o t BIORETENTION BASIN FOR FULL LIMITS OF PROPOSED 0 o I ', I^ J _ SEE DETAIL THIS SHEET 216 -052e� BIOSWALE. BO M - 5 p� 'r I ,i TTO ELEV -65. 0 RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE SWALE SHALL BE PLANTED WITH [DEEP ROOTED, DENSE, DROUGHT ADEQUATE GROUNDCOVER OR TURF. TOLERANT PLANTING SUITABLE PLANTS THAT ARE NOT PRONE TO FOR WELL DRAINED SOIL BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. 2 -3" HARDWOOD PCS TURF REINFORCEMENT MULCH 24" MIN, VEtf 1l MAT IF APPLICABLE BROOK BOX �' _ WIDTH AND DEPTH * *SEE NOTE BELOW 6" 4" IIFFF VARIES PER PLAN I I Ilf I 1 -_ _ 24" MIN. ENGINEERED SOIL IMPERVIOUS - _ - - *SEE NOTE BELOW TYP. II I I I I 6" MIN, ENGINEERED SOIL III i- ( ) - III -III III - *SEE NOTE BELOW LINER ON hI l hl l l� X11 = „i - 73 <: 2 -3" OF 3/8" GRAVEL 2 -3" COVER OVER PIPE, 4" PERFORATED PVC PIPE DRAINAGE DIRECTION BIORETENTION OR BIOSWALE AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS DRAINAGE SWALE 1% MIN. PROPOSED SEWER LATERAL WITH BACKFLOW PREVENTOR PROPOSED WATER SERVICE -- - - - - -� - - - -- -- - GRADING NOTE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE / APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, S. S OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN ( �7.23 LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST FS -- ® N BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED ►e-'W' W FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. I iii __ ' .. _�__ EXISTING EASEMENTS h 4 FS =65.50 FS= 65.50... FS =65.50 EX =67.00 -- _ LIMITS OF EXISTING ®EXISTING PRIVATE I f 6' HIGH (MAX.) SEWER EASEMENT ROAD EASEMENT EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY °. PROP VINYL EX =67.00 N -14 X56' 10 "W_ _149, 68 "EXISTING PRIVATE TO LWD © PER PM 21101 TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO FENCE (TYP. ROAD EASEMENT ) PER PM 21101 4' WIDE X 33V LONG BIOSWALE PER DETAIL THIS SHEET AND _ ON SHEET 2 OF THIS PLAN. n�� - "3.5 WIDE X 70' (AREA =245 S.F.) p�� SEE SHEET 3 -OF THIS PLAN -6�7 o t BIORETENTION BASIN FOR FULL LIMITS OF PROPOSED 0 o I ', I^ J _ SEE DETAIL THIS SHEET 216 -052e� BIOSWALE. BO M - 5 p� 'r I ,i TTO ELEV -65. 0 RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE SWALE SHALL BE PLANTED WITH [DEEP ROOTED, DENSE, DROUGHT ADEQUATE GROUNDCOVER OR TURF. TOLERANT PLANTING SUITABLE PLANTS THAT ARE NOT PRONE TO FOR WELL DRAINED SOIL BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. 2 -3" HARDWOOD PCS TURF REINFORCEMENT MULCH 24" MIN, VEtf 1l MAT IF APPLICABLE BROOK BOX �' _ WIDTH AND DEPTH * *SEE NOTE BELOW 6" 4" IIFFF VARIES PER PLAN I I Ilf I 1 -_ _ 24" MIN. ENGINEERED SOIL IMPERVIOUS - _ - - *SEE NOTE BELOW TYP. II I I I I 6" MIN, ENGINEERED SOIL III i- ( ) - III -III III - *SEE NOTE BELOW LINER ON hI l hl l l� X11 = „i - COASTAL LAND COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. SOLV 11ONS, �C• THE ROCK LAYER SHALL BE A STORAGE ABILITY OF THE BASIN. ASIN.12" BUT MAY BE DEEPENED TO INCREASE �\ 577 SECOND STREET I� ENCINITAS, CA 92024 BIORETENTION DETAIL ON PARCEL PH (760) 230 -6025 REQUIRED AREA = 4% x 6,095 S.F. (IMPERVIOUS AREA) = 244 S.F. Z-S FAX (760) 230 -6026 PROPOSED AREA = 245 S.F. REVISIONS I APPROVED I DATE REFERENCES I DATE BENCHMARK I/A ADD PCLS. 1,2,3 G.P. II /V. ^0- 14.11.1AI II II DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4" CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. CORNER LA COSTA AVE. BRIDGE OVER 1 -5 RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND 18" MIN. TO 1 PART 3/8" GRAVEL 2" MIN. 3/8" GRAVEL 6" - 3/4" CRUSHED ROCK IMPERVIOUS LINER _ EXISTING PERFORA TO ON SIDES AND BOTTOM 24" MIN. - * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE OF GREATER THAN 5% AND /OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT /SEC, PRIORITY BIOSWALE DETAIL ALONG DRIVEWAY BIOSWALE LENGTH L =338 ft SCALE SPECIAL DISTRICT HORIZONAL 1" = 10' VERTICAL N/A NOTES: 1) BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS BMP S AS ORDER NO DIV- 3545461 DATED JUNE 25, 2010. NO PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS DOCUEMENT WITHIN THE BOUNDARY OF THE SUBJECT - PARCEL, EXISTING EASEMENTS HAVE BEEN DEPICTED HEREON. ONO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. ©20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATER WATER UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04 -286) © 16' PRIVATE ROAD & PUBLIC UTILITIES EASEMENT PER PM 21101 OD 8' PRIVATE DRAINAGE EASEMENT PER PM 21101 SHALL BE 1HE OWNER'S RESPONSIBILITY QF� \ R • v�y� U 5' EASEMENT FOR PUBLIC UTILITIES, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC � 2) INSTALL SEWER BACK FLOW (BACKWATER) PREVENTOR E UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND ELECTRIC SERVICES. Co No. 65124 R' LD 3) FOOTINGS IN THE VICINITY OF BIORETENTION AREAS w m w SHALL BE DEEPENED AS DETERMINED NECESSARY BY THE STRUCTURAL ENGINEER. OF PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2007 - 0144248, REC. 03/02/2007 {� FFF~j ---111 4) GRASS AND LANDSCAPE AREAS DESIGNATED FOR `r�4 CIVI\_ O STORMWATER POLLUTION CONTROL SHALL NOT OF CA1ZF� BE MODIFIED WITHOUT A PERMIT FROM THE CITY. © NEW SHEET BMP PROJECT STATUS PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT Q PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY g�` // r HOMEOWNER IN ACCORDANCE WITH " D TORMWAE AGREEMENT FOR PRIVATE f �u - POLLUTIONTOCON ROLE ACIL TIES "NT AND STORMWATER SI DATE SIGN DATE GIN DATE RECORDED ON: _ JULY 10, 2014 SIGNATURE EXPIRES TWO AS DOC. NO.: 2014 - 0287035 O.R. YEARS AFTER DATE SIGNED J SCE I BY CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED $�11 I GRADING PLAN FOR: 1.4 ' 220 ANDREW AVENUE - PARCEL 2 f - DATE: 5 -07 -14 � MASIH MAHER 0���- `-' STEVEN R. ! J NES R.C.E. NO. 65124 �� ENGINEERING AND DATE EATON BEACH ESTATES EXP. 9 -30 -15 DATE PUBLIC WORKS DIRECTOR PLANNING CASE NO TPM 04 -286 / CDP 13 -184 216 - 052 -76 (OVERALL TPM 04 -286) SHEET 8 OF 10 U BOO \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 7 -7 -14 v67.pro 2 -3" OF 3/8" GRAVEL 2 -3" COVER OVER PIPE, 4" PERFORATED PVC PIPE 3/4" CRUSHED ROCK *PLACE PIPE WITH ° PERFORATIONS AT THE 12" MIN.. INVERT SIDES ONLY "**SEE NOTE ° . ° BELOW a ,° 3/4" CRUSHED ROCK TIE 4 -6" PVC PIPE TO STORMDRAIN SYSTEM *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND 20 -30% COASTAL LAND COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. SOLV 11ONS, �C• THE ROCK LAYER SHALL BE A STORAGE ABILITY OF THE BASIN. ASIN.12" BUT MAY BE DEEPENED TO INCREASE �\ 577 SECOND STREET I� ENCINITAS, CA 92024 BIORETENTION DETAIL ON PARCEL PH (760) 230 -6025 REQUIRED AREA = 4% x 6,095 S.F. (IMPERVIOUS AREA) = 244 S.F. Z-S FAX (760) 230 -6026 PROPOSED AREA = 245 S.F. REVISIONS I APPROVED I DATE REFERENCES I DATE BENCHMARK I/A ADD PCLS. 1,2,3 G.P. II /V. ^0- 14.11.1AI II II DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2-1/4" CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. CORNER LA COSTA AVE. BRIDGE OVER 1 -5 RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED SAND 18" MIN. TO 1 PART 3/8" GRAVEL 2" MIN. 3/8" GRAVEL 6" - 3/4" CRUSHED ROCK IMPERVIOUS LINER _ EXISTING PERFORA TO ON SIDES AND BOTTOM 24" MIN. - * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A LONGITUDINAL SLOPE OF GREATER THAN 5% AND /OR IF THE VELOCITY OF WATER IN THE SWALE EXCEEDS 8 FT /SEC, PRIORITY BIOSWALE DETAIL ALONG DRIVEWAY BIOSWALE LENGTH L =338 ft SCALE SPECIAL DISTRICT HORIZONAL 1" = 10' VERTICAL N/A NOTES: 1) BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS BMP S AS ORDER NO DIV- 3545461 DATED JUNE 25, 2010. NO PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS DOCUEMENT WITHIN THE BOUNDARY OF THE SUBJECT - PARCEL, EXISTING EASEMENTS HAVE BEEN DEPICTED HEREON. ONO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. ©20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATER WATER UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04 -286) © 16' PRIVATE ROAD & PUBLIC UTILITIES EASEMENT PER PM 21101 OD 8' PRIVATE DRAINAGE EASEMENT PER PM 21101 SHALL BE 1HE OWNER'S RESPONSIBILITY QF� \ R • v�y� U 5' EASEMENT FOR PUBLIC UTILITIES, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC � 2) INSTALL SEWER BACK FLOW (BACKWATER) PREVENTOR E UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND ELECTRIC SERVICES. Co No. 65124 R' LD 3) FOOTINGS IN THE VICINITY OF BIORETENTION AREAS w m w SHALL BE DEEPENED AS DETERMINED NECESSARY BY THE STRUCTURAL ENGINEER. OF PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2007 - 0144248, REC. 03/02/2007 {� FFF~j ---111 4) GRASS AND LANDSCAPE AREAS DESIGNATED FOR `r�4 CIVI\_ O STORMWATER POLLUTION CONTROL SHALL NOT OF CA1ZF� BE MODIFIED WITHOUT A PERMIT FROM THE CITY. © NEW SHEET BMP PROJECT STATUS PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT Q PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY g�` // r HOMEOWNER IN ACCORDANCE WITH " D TORMWAE AGREEMENT FOR PRIVATE f �u - POLLUTIONTOCON ROLE ACIL TIES "NT AND STORMWATER SI DATE SIGN DATE GIN DATE RECORDED ON: _ JULY 10, 2014 SIGNATURE EXPIRES TWO AS DOC. NO.: 2014 - 0287035 O.R. YEARS AFTER DATE SIGNED J SCE I BY CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED $�11 I GRADING PLAN FOR: 1.4 ' 220 ANDREW AVENUE - PARCEL 2 f - DATE: 5 -07 -14 � MASIH MAHER 0���- `-' STEVEN R. ! J NES R.C.E. NO. 65124 �� ENGINEERING AND DATE EATON BEACH ESTATES EXP. 9 -30 -15 DATE PUBLIC WORKS DIRECTOR PLANNING CASE NO TPM 04 -286 / CDP 13 -184 216 - 052 -76 (OVERALL TPM 04 -286) SHEET 8 OF 10 U BOO \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 7 -7 -14 v67.pro GRADING AND DRAINAGE PLAN PARCEL 3 TPM 04 -286 GRAPHIC SCALE 1"=10' mm M - -- C35E N0. 13 -185 CDP 0 10 20 30 99A k'KTT)PPW AATVfxjTT_W MAP 14974 74 „ I 5.5' WIDE X 23.7' (AREA =130 S.F.) TW@FS =69.00 BW@FS =6$.50 Goo DING PLAN No. 9117=0 BIORETENTION BASIN % ��� SEE DETAIL THIS SHEET TW@FS =69.00 TG =75.2 " 1 TW@FS =71.00 / %� RETAINING WALL FS ELEV =68.00 BWOFS =68.50 BW@FS =69.00 IE =65.5 / tW@FS =72.00 PER SDRSD C -2 216-410-20 TW@FS =70.60 BW@FS =69.30 BW@FS= 70_00- 7 --------------- - ---- - ------------------------- -- - ---------------------- / -------------------------- - - - -- ---------------------------- - - - - -- - - - - -- ----- - - - - -- --------------------------- RETAINING WALL TW@FS =69.50 EXTW -77.49 PER SDRSD C -2 N15-01-38"' 168. 16 ' / BW@FS= 69.20 EXBW =73.53 N83 °52' 02 "E 9.36'L CONNECT 6" PVC TO EXISTING 12 STORM DRAIN IE= 64.20' BROOKS 12x12 RISER INLET TG =68 4 @.�•I IE =6-5-99 L5.25 �4' PERFORATED UNDERDRAIN N I S =0 %, L =20' O 4 1.0 I wFr)d m l Qcnp00 > ui IJJ azooi 1 0ooa -+ 4 F�Na N V) z C0 xo \w Z wtnw� EXISTING 12' PVC @ 2% PRIVATE STORM DRAIN CONST. PER DWG NO 17 -G BROOKS 1202 RISER INLET TG= 67.8@va.30 I EfiS ' 6s-so CONNECT 6" PVC TO EXISTING 12" STORM DRAIN 1E= 63.00 do 1 *wf IF =69.70 RISERO I I FIRST FLOOR LOGGIA =69.70 t - � Gd.9 I I FF =69.92 2ND FLOOR I _ I - 7 FS= I PAD =69.25 LIMIT FS= 6;9.70 -- > COVERED DECK I 72.1 TPM 04 -286 - NAVD88 DATUM I I ? >�- FS =69. (� SETBACK I 70.0 TPM 04 -286 - NGVD29 DATUM I,' - 1 I I- > - /�FS =69.25 FS =69.25 FS =69.25 `_ _ y-FS =68.90 FS= 69.5\b > ` FS =69.25 FS =69.25 FS =69.25 I \� FS =69.00 - �I I 4'= PERFORATED i - >� , - UNDERDRAIN �� i� _ 1! `- I II S 0 %, L -20' EAVE LINE ,�° �/ \ - F,S= 68:90 , > 11 W - I 4" C.O. / fir, -' S 5.5' WIDE X 25.5 AREA =140 S.F.) / 1 FS =69.25 RISER SEE DET I SHEET Be_ / O _ � � I BIORETENTION BASI I i I FS ELEV C14� - ISE..R - - CLEANOUT 69 - - -I FL= 68.85 \ - - -- - - -- 1 -- - -- Iu = � -- -'-_ -- RIS RO 68 6' HIGH (MAX.) ° - - GATE FL= 68.50) y PROP. WOOD u FENCE (TYP.) N14 °56' 10'W 161.07' NO CROSS LOT DRAINGE TO PARCEL 2 IS ALLOWED ; I PAD - 68.20 �, m RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE 2-30 WOD MULCHHAR --12" MIN S'3R 6� BROOKS BOX I 6" 4" 24" MIN. ENGINEERED SOIL _ III -I I I I *SEE NOTE BELOW (TYP.) 30 MIL IMPERVIOUS IEll 1_1 E l l- I 30 MIL IMPERVIOUS LINER AT SIDE ONLY III LINER AT SIDE ONLY - 1 2 -3" OF 3/8" GRAVEL 4" PERFORATED PVC PIPE *PLACE PIPE WITH PERFORATIONS AT 12" * *SEE AKIN NOTE 3/4" CRUSHED ROCK INVERT ONLY BELOW TIE 4" PIPE I *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL EASEMENT MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% SETBACK COASTAL LAND * *3 4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE EXISTING BERM TH INFILTRATION AND STORAGE ABILITY OF THE BASIN. SOLUTIONS, INC. I ------ =I 1 FL 68.30 x or. ao FL =68.55 REQUIRED AREA = 4% x 6,614 S.F. (IMPERVIOUS AREA ) = 265 S.F. 1% - ------------ bs.eg r DATE FS =69.00 DATE -. 2g, �I I I I BUILDING FOOTPRINT 2q - .n__. I I I - FS= fiPr$9 © I -I 4' C.O. E- DEEPEND FOOTING FS =69.25 I I I L- I�� - - - BUIDING .rs.i...1 I I RISER I FS=469.25 6" PCC DRIVEWAY FS =69.25 L, M W I STE ALL I < I a 2q FS' =68.50 ( I 1 FROM THE CITY OF ENCINITAS FS =69.25 FS =69.25 2ND FLOOR - v ' AS °6UTCT5__ �� \ LIMIT I f I � I I I I I I FS� 69.25 169_ I (V LOGG IA =69.70 I - - - - I i I 10' EXISTING 2ND FLOOR 16'. FS =69.80 FS =69.80 _ _ I i I SETBACK I I I I l LIMIT PARCEL 3 5' II�EXISTING ' DEECK i I IF =69.70 RISERO I I FIRST FLOOR LOGGIA =69.70 t - � Gd.9 I I FF =69.92 2ND FLOOR I _ I - 7 FS= I PAD =69.25 LIMIT FS= 6;9.70 -- > COVERED DECK I 72.1 TPM 04 -286 - NAVD88 DATUM I I ? >�- FS =69. (� SETBACK I 70.0 TPM 04 -286 - NGVD29 DATUM I,' - 1 I I- > - /�FS =69.25 FS =69.25 FS =69.25 `_ _ y-FS =68.90 FS= 69.5\b > ` FS =69.25 FS =69.25 FS =69.25 I \� FS =69.00 - �I I 4'= PERFORATED i - >� , - UNDERDRAIN �� i� _ 1! `- I II S 0 %, L -20' EAVE LINE ,�° �/ \ - F,S= 68:90 , > 11 W - I 4" C.O. / fir, -' S 5.5' WIDE X 25.5 AREA =140 S.F.) / 1 FS =69.25 RISER SEE DET I SHEET Be_ / O _ � � I BIORETENTION BASI I i I FS ELEV C14� - ISE..R - - CLEANOUT 69 - - -I FL= 68.85 \ - - -- - - -- 1 -- - -- Iu = � -- -'-_ -- RIS RO 68 6' HIGH (MAX.) ° - - GATE FL= 68.50) y PROP. WOOD u FENCE (TYP.) N14 °56' 10'W 161.07' NO CROSS LOT DRAINGE TO PARCEL 2 IS ALLOWED ; I PAD - 68.20 �, m RETENTION AREA SHALL BE LEVEL AND DEPRESSED A MINIMUM OF 6" FROM SURROUNDING GRADE 2-30 WOD MULCHHAR --12" MIN S'3R 6� BROOKS BOX I 6" 4" 24" MIN. ENGINEERED SOIL _ III -I I I I *SEE NOTE BELOW (TYP.) 30 MIL IMPERVIOUS IEll 1_1 E l l- I 30 MIL IMPERVIOUS LINER AT SIDE ONLY III LINER AT SIDE ONLY - 1 2 -3" OF 3/8" GRAVEL 4" PERFORATED PVC PIPE *PLACE PIPE WITH PERFORATIONS AT 12" * *SEE AKIN NOTE 3/4" CRUSHED ROCK INVERT ONLY BELOW TIE 4" PIPE I P =69.90 73- 72 - z 71 - I *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP " SANDY LOAM" SOIL EASEMENT MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% SETBACK COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. COASTAL LAND * *3 4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE EXISTING BERM TH INFILTRATION AND STORAGE ABILITY OF THE BASIN. SOLUTIONS, INC. - LS 577 SECOND STREET BIORETENTION DETAIL ON PARCEL ENCINITAS, CA 92024 x or. ao PH (760) 230 -6025 REQUIRED AREA = 4% x 6,614 S.F. (IMPERVIOUS AREA ) = 265 S.F. FAX (760) 230 -6026 PROPOSED AREA = 270 S.F. REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT BUILDING FOOTPRINT FS =69.50 I PlnlRCEL 4 �y PER DWG 9117 -G DESCRIPTION: CITY OF ENCINITAS CONTROL POINT NO. 1001. 2 -1 4" CADT DISK SET PAD ° U ©000 1 ORABING EPeN- --® PROPOSED DRIVEWAY & HARDSCAPE PROPOSED CONTOURS 464 4" PCC HARDSCAPE 4: 6" PCC DRIVEWAY IN DRAINAGE TRUCTURE NEAR N.E. CORNER LA COSTA AVE. BRIDGE OVER I -5 RECORD FROM: R.O.S. NO. 18416 HORIZONAL 1" = 10' VERTICAL N/A BIORETENTION OR BIOSWALE AREA NOT - ADD PCLS. 1,2,3 G.P. AA . AP 1 FROM THE CITY OF ENCINITAS lu "00.0 N6w $111�>ET 10 - v ' AS °6UTCT5__ �� \ I I I I I ELEVATION: 47.11' DATUM: NAVD88 - I I I I 169_ I I I I I P =69.90 73- 72 - z 71 - I SHALL BE THE OWNER'S RESPONSIBILITY EASEMENT - - - - - SETBACK - - - - - CENTERLINE - EXISTING BERM FOOTINGS IN THE VICINITY OF BIORETENTION AREAS EXISTING CONTOUR - EXISTING WATER SERVICE W W EXISTING WATER METER x or. ao EXISTING SEWER MAIN SEWER MANHOLE 0 EXISTING TREE 0ou I \ - - - - - �z \ I SPOT ELEVATION I BUILDING FOOTPRINT FS =69.50 I PlnlRCEL 4 �y PER DWG 9117 -G PAD ° U ©000 1 � --® PROPOSED DRIVEWAY & HARDSCAPE PROPOSED CONTOURS 464 4" PCC HARDSCAPE 4: 6" PCC DRIVEWAY DRAINAGE DIRECTION - -- BIORETENTION OR BIOSWALE AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS lu S - v ' Z �� \ I I I I I I I I I I II - I I I I 169_ I I I I I EXISTING 16'. 16' PRIVATE ROAD EASEMENT PER PM 21101 LO 5' II�EXISTING 5 UTILITY EASEMENT h' PER PM 21101 I NO TES: 1) BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS. BMP S LEGAL DESCRIPTION. PARCEL 3, P.M. NO. 21101 LOT AREA: GROSS AREA = 14,735 SQUARE FEET NET AREA = 14,591 SQUARE FEET UTILITIES NOTE: ALL EXISTING AND PROPOSED UTILITY SERVICES ELECTRIC, CABLE, TELEPHONE, ETC.) SHALL BE I STALLED /REINSTALLED UNDERGROUND. ROOF DRAIN NOTE. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. ESTIMATED EARTHWORK Q UANTITIES: 60 C.Y. EXCAVATION (CUT) 20 C.Y. EMBANKMENT (FILL) 40 C.Y. EXPORT MAXIMUM HEIGHT OF FILL = 0.25 FEET MAXIMUM HEIGHT OF CUT = 3.0 FEET PROPOSED IMPERVIOUS SURFACE. DRIVEWAY = 1,400 S.F. OTHER = 4,385 S.F. TOTAL = 5,785 S.F. GRADING NO TE. LEGEND PROPERTY BOUNDARY SHALL BE THE OWNER'S RESPONSIBILITY EASEMENT - - - - - SETBACK - - - - - CENTERLINE - EXISTING BERM FOOTINGS IN THE VICINITY OF BIORETENTION AREAS EXISTING CONTOUR - EXISTING WATER SERVICE W W EXISTING WATER METER EXISTING SEWER MAIN S S- SEWER MANHOLE 0 EXISTING TREE Q EXISTING RETAINING WALLS - - - - - FS =80.00 SPOT ELEVATION /T BUILDING FOOTPRINT EXISTING 6" PVC DRAIN PER DWG 9117 -G PROPOSED 4" PVC DRAIN PIPE SYSTEM PROPOSED DRIVEWAY & HARDSCAPE PROPOSED CONTOURS 464 4" PCC HARDSCAPE 4: 6" PCC DRIVEWAY DRAINAGE DIRECTION - -- BIORETENTION OR BIOSWALE AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS DRAINAGE SWALE 1% MIN. - PROPOSED WATER SERVICE ill/ PROPOSED SEWER LATERAL S WITH BACKFLOW PREVENTOR PROPOSED RETAINING WALL C -2 - - ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. EXISTING EASEMENTS EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO. AS ORDER NO DIV- 3545461 DATED JUNE 25, 2010. NO PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS DOCUEMENT WITHIN THE BOUNDARY OF THE SUBJECT PARCEL. EXISTING EASEMENTS HAVE BEEN DEPICTED HEREON. ONO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. ©20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATER WATER UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04 -286) © 16' PRIVATE ROAD & PUBLIC UTILITIES EASEMENT PER PM 21101 © NEW SHEET BMP PROJECT STATUS 1 04 PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT 0 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR 'f' PRIVATE STORMWATER TREATMENT AND STORMWATER 6 1 T �A�� �b��� {� POLLUTION CONTROL FACILITIES" S GN DATE SI DATE GN D TE RECORDED ON: JULY 10, 2014 SIGNATURE EXPIRES TWO AS DOC. NO.: 2 01 4 - 0 2870 3 5 O.R. YEARS AFTER DATE SIGNED - DEBSRJ D 8Y DRAWN BY _ CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: DATE: 5 -07 -14 /1/1. SM e�,_ 228 ANDREW AVENUE - PARCEL 3 0353 - G R.C.E. N0. 65124 MASIH MAHER F.r GLENN PRUIM DATE STEVEN R INES EXP. 9 -30 -15 ENGINEERING DIRECTOR EATON BEACH ESTATES PUBLIC DATE PLANNING CASE NO. TPM 04 -286 / CDP 13 -185 APN #216- 052 -77 SHEET 9 OF 10 0 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 7 -7 -14 v67.pro SHALL BE THE OWNER'S RESPONSIBILITY O w N H • J '< D 8 PRIVATE DRAINAGE EASEMENT PER PM 21101 �Q J� cry 2)INSTALL SEWER BACK FLOW (BACKWATER) PREVENTOR ti �� �N z 3) FOOTINGS IN THE VICINITY OF BIORETENTION AREAS 5' EASEMENT FOR PUBLIC UTILITIES, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC L' rwj) No. 65124 m O SHALL BE DEEPENED AS DETERMINED NECESSARY BY UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND THE STRUCTURAL ENGINEER. ELECTRIC SURVICES. 4) GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORMWATER POLLUTION CONTROL SHALL NOT O PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2 007 `rT4 F - 01 44248, REC. 03/02/2007 0 BE MODIFIED WITHOUT A PERMIT FROM THE CITY. FICA IF��LP © NEW SHEET BMP PROJECT STATUS 1 04 PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT 0 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR 'f' PRIVATE STORMWATER TREATMENT AND STORMWATER 6 1 T �A�� �b��� {� POLLUTION CONTROL FACILITIES" S GN DATE SI DATE GN D TE RECORDED ON: JULY 10, 2014 SIGNATURE EXPIRES TWO AS DOC. NO.: 2 01 4 - 0 2870 3 5 O.R. YEARS AFTER DATE SIGNED - DEBSRJ D 8Y DRAWN BY _ CHECKED BY ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PR PARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: DATE: 5 -07 -14 /1/1. SM e�,_ 228 ANDREW AVENUE - PARCEL 3 0353 - G R.C.E. N0. 65124 MASIH MAHER F.r GLENN PRUIM DATE STEVEN R INES EXP. 9 -30 -15 ENGINEERING DIRECTOR EATON BEACH ESTATES PUBLIC DATE PLANNING CASE NO. TPM 04 -286 / CDP 13 -185 APN #216- 052 -77 SHEET 9 OF 10 0 \ \Cls \c \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 7 -7 -14 v67.pro GRAPHIC SCALE 1 " =10' 0 10 20 30 J EASEMENT , H CU SETBACK Q CENTERLINE H H EXISTING BERM _ EXISTING CONTOUR o w c+7 F m Z EXISTING SEWER 0-za oa 00 EXISTING TREE w CMU RETAINING J0Cn 3 Q z H tea= O co o I- H H W En :f] 20 w CO O ti H Ul z � H - H NT To] i i COASTAL LAND SOLUTIONS, INC. LNS 577 SECOND STREET 44''�� ENCINITAS, CA 92024 PH (760) 230 -6025 FAX (760) 230 -6026 REVISIONS APPROVED ADD REMAINDER PARCEL _ PRECISE GRADING PLAN. 7 • A/l ,f Al, - i3UiLS tv%.-IA 6' HIGH MAX. PROP. WOOD FENCE WITHIN EXISTING EASEMENTS EASEMENTS DEPICTED HEREON ARE PER A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CO. AS ORDER NO DIV- 3545461 DATED JUNE 25, 2010. NO PLOTTABLE EASEMENTS ARE DESCRIBED WITHIN THIS DOCUEMENT WITHIN THE BOUNDARY OF THE SUBJECT PARCEL. EXISTING EASEMENTS HAVE BEEN DEPICTED HEREON. GRADING AND DRAINAGE PLAN REMAINDER PARCEL TPM 04 -286 CASE NO. 14 -1;028 CDP r_ n r_ �_ a n s ONO VEHICULAR ACCESS OVER THE PRIVATE ROAD FROM THE REMAINDER PARCEL TO ANDREW AVENUE. ACCESS MUST BE TAKEN DIRECTLY TO ANDREW AVENUE. ©20' PRIVATE ROAD, PUBLIC UTILITIES AND DRAINAGE EASEMENT, PUBLIC WATER WATER UTILITIES EASEMENT TO SDWD PER PARCEL MAP (TPM 04 -286). © 16' PRIVATE ROAD & PUBLIC UTILITIES EASEMENT PER P.M. NO. 21101. OD 8' PRIVATE DRAINAGE EASEMENT PER P.M. NO. 21101. O5' EASEMENT FOR PUBLIC UTILITIES, TOGETHER WITH THE RIGHT TO GRANT TO PUBLIC UTILITY COMPANIES AS REQUIRED TO PROVED CABLE TV, GAS, TELEPHONE AND ELECTRIC SURVICES. O PUBLIC SEWER MAIN EASEMENT TO LWD PER DOC No. 2007 - 0144248, REC. 03/02/2007 DATE REFERENCES DATE BENCHMARK DESCRIPTION: CITY OF ENCINITAS CONTROL POINT (A NO. 1001. 2 -1 /4" CADT DISK SET IN DRAINAGE STRUCTURE NEAR N.E. G29•I CORNER LA COSTA AVE. BRIDGE -- OVER 1 -5 RECORD FROM: R.O.S. NO. 18416 ELEVATION: 47.11' DATUM: NAVD88 SCALE HORIZONAL 1" = 10' VERTICAL N/A NEv✓ sHEF- SPECIAL DISTRICT � I It EX. 6' HIGH WOdD FENCE I' 1. h 0 LEGAL DESCRIPTION. - REMAINDER PARCEL, P.M. NO. 21101 LOT AREA: GROSS AREA = 16,638 SQUARE FEET NET AREA = 14,932 SQUARE FEET UTILITIES NOTE: ALL. EXISTING AND PROPOSED UTILITY SERVICES IESECTRIC D, /RE N , TELEPHONE, BE ROOF DRAIN NOTE: FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL 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. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. LEGEND PROPERTY BOUNDARY EASEMENT — — — — - SETBACK — — — — - CENTERLINE - EXISTING BERM _ EXISTING CONTOUR - - --Qg- EXISTING WATER SERVICE ____w _w_ EXISTING WATER METER EXISTING SEWER MAIN 5 - - _S_____ EXISTING SEWER MANHOLE 0 EXISTING TREE \ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 9- 23- 14_v7i7rC CMU RETAINING WALL BWCX ZONING INFORMATION.• 91.52 R -3; COASTAL OVERLAY ZONE CMU RETAINING WALL PER EQUIVA ENDT (TYPICAL) AVERAGE LOT SLOPE: THE AVERAGE LOT SLOPE WAS TAKEN ALONG THREE SEPARATE LINES ALONG THE EASTERLY AND WESTERLY SETBACK LINES AT THE NORTHERLY, ABANDON EXISTING MIDPOINT, AND SOUTHERLY SETBACK LINES. THE WATER SERVICES. AVERAGE LOT SLOPE ALONG THESE LINES WERE RELOCATE NEW 4.3 %, 3.2 %, AND 3.4% RESPECTIVELY. THE AVERAGE WA TEK S E. OF THE THREE LOT SLOPES WAS 3.6 %. TWOEX - -� BWC�EX =73.8 NOTES: SOWD-re srgmot4 `© 1) BMP'S (BEST MANAGEMENT PRACTICES) SHALL BE IN ACCORDANCE WITH COUNTY STANDARDS. BMP'S FS =73.88 EXISTING ''SDWD TEST SHALL BE THE OWNER'S RESPONSIBILITY STATCON TO Be 2) INSTALL SEWER BACK FLOW (BACKWATER) PREVENTOR !, RELOCA'I D OUTSIDE OF 3) FOOTINGS IN THE VICINITY OF BIORETENTION AREAS DG PATH SHALL BE DEEPENED AS DETERMINED NECESSARY BY FL =73.55 THE STRUCTURAL ENGINEER. / G 4) GRASS AND LANDSCAPE AREAS DESIGNATED FOR TC!7�&88 STORMWATER POLLUTION CONTROL SHALL NOT G _ G BE MODIFIED WITHOUT A PERMIT FROM THE CITY. W W CONCRETE DRIVEWAY PER SDRSD G -14 WITH NO FLAIR INSTALL I" WATER SeRViop AND 16u4L V49MR W GRADING NO TE: ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE FS =80.00 SPOT ELEVATION BUILDING FOOTPRINT PROPOSED DRIVEWAY & HARDSCAPE PROPOSED CONTOURS 73 4" PCC HARDSCAPE 6" PCC DRIVEWAY DRAINAGE DIRECTION -� BIOSWALE AREA NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY OF ENCINITAS DRAINAGE SWALE 1% MIN. PROPOSED SEWER LATERAL S WITH BACKFLOW PREVENTOR PROPOSED WATER SERVICE W G -14 DRIVEWAY APRON 4`7 1 PROPOSED IMPERVIOUS SURFACE: DRIVEWAY = 1,554 S.F. OTHER = 5,222 S.F. TOTAL = 6,776 S.F. ESTIMATED EARTHWORK Q UANTITIES: 300 C.Y. EXCAVATION (CUT) 300 C.Y. EMBANKMENT (FILL) 0 C.Y. EXPORT MAXIMUM HEIGHT OF FILL = 1.75 FEET MAXIMUM HEIGHT OF CUT = 2.9 FEET SWALE SHALL BE PLANTED WITH ADEQUATE GROUNDCOVER OR TURF. PLANTS THAT ARE NOT PRONE TO BLOCKING THE DRAINAGE FLOW MAY ALSO BE PLANTED ON SIDE SLOPES. TURF REINFORCEMENT MAT IF APPLICABLE WIDTH AND DEPTH * *SEE NOTE BELOW VARIES PER PLAN 6" MIN. ENGINEERED SOIL - -- _— -I I *SEE NOTE BELOW 10" MIN. FILTER MEDIA: 0 1 CLEAN AND 18" MIN. 2" MIN. 3/8" GRAVEL 6" - 3/4" CRUSHED ROCK 4" PERFORATED PIPE CONNECTED TO IMPERVIOUS LINER �24" MIN EXISTING 12" STORM DRAIN ON SIDES AND BOTTOM * "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS, OR SIMILAR APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. Qcc�%�N H �o < u PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, * *NORTH AMERICAN GREEN C350 TURF REINFORCEMENT MAT OR APPROVED EQUIVALENT OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN SHALL BE LAID AND ANCHORED PER MANUFACTURER'S SPECIFICATIONS FOR SWALES WITH A co N LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST LONGITUDINAL SLOPE OF GREATER THAN 5% AND /OR IF THE VELOCITY OF WATER IN THE � No. 65124 m BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SWALE EXCEEDS 8 FT /SEC. wrt rn .. SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED PRIORITY BIOSWALE DETAIL ALONG DWY" Z FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. CIVIL P BIOSWALE LENGTH L =338 ft TF OF EA`IFpP� O AREA = 4% x 6,776 S.F. (IMPERVIOUS AREA) = 271 S.F. Q NEW SHEET BMP PROJECT STATUS a PLANNING AND BUILDING SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PRIORITY PROJECT Q PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTAINENCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER �0 2q 1'F Io Z� POLLUTION CONTROL FACILITIES., SIGN DAT N DATE SIGN E A �- RECORDED ON: JULY 10, 2014 SIGNATURE EXPIRES TWO AS DOC. NO.: 2014 - 0287035 O.R. YEARS AFTER DATE SIGNED - -- ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. PLANS PR RE UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR: F-4 DATE: Id /d -/5' _ _ M 11 31* 232 ANDREW AVENUE - REMAINDER PARCEL 0353 - G R.C.E. NO. 65124 STEVEN JONES MASIH MAHER FOV'GLENN PRUIM DATE ENGINEERING AND EATON BEACH ESTATES p . EXP. 9 -30 -15 DIRECTOR DATE PLANNING CASE NO. TPM 04 -286 / CDP 14 -028 APN #216- 052 -79 (, rSHEET 10 OF 10 \ \CLS \Users \C \CLS SHARED FILES \CLS Job Files \CLS1143 SHEA HOMES (EATON BEACH) \CLS #1143 Shea Homes (Eaton Beach) GP 9- 23- 14_v7i7rC