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2004-9106 G (Plans)AS,6u /G13 LEUCADIA WASTEWATER D. LANDSCAPING 1. 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. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. E. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT RODNEY D. BALLARD PH. NO. (760) 746 -4955 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 EMINENT. 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 OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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 WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY PERCENT (40%). SILT AND OTHER5DE6 DAY ISRSHALLBEARIEMOVED AAFTERTEACHERAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. LWD SEWER 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 JOBSTTE 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, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 11. 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. 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 GEOTEXTTLE 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 Z EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT M TRT S LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE NOTE. 0L (PORK TO BE DONE S u ON SffEET GRADING NOTES 2 A. GENERAL NAME SIGNATURE EXPIRES 2 YEARS FROM DATE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD ' SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION lAM_DEG'kTO4l STANDARDS OF THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL A STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED /3/1 BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ADD 2. THE SOILS REPORT TITLED: PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED VULCAN AVENUE TOWNHOMES UPDATE SECTIONS + APN 256 - 100 - 38,39, ENCINITAS PREPARED BY CONSTRUCTION TESTING & ENGINEERING INC. HIGH POINT DATED DECEMBER 12, 2002 AND UPDATED OCTOBER 13, 2004. NoTEs SHEET 2, 4 SHALL BE CONSIDERED AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONE EXISTING PERIMETER ELEVATION IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN ADD" GA, 66, 7A SAID REPORT. PR. R/W 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND ® UPDATE NOTES Smem ADD PRINa- WS1711 TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. RETAINING WALL - TO BE STUCCO C -3 SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION NEE WITH IMPROVEMENT PLANS. SHAT 3A t-30 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE 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 REESTABLISHED 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, LAW 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 GRADING MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT : CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADING 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. 9106 -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. B. 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 THIS 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: SEWER (L.EUCADIA WASTEWATER DISTRICT) 1 -800- 422 -4133 SAN DIE 000 GAS AND ELECTRIC 1- 800 - 422 -4133 WATER (SAN DIEGUITO WATER DISTRICT) 1- 800 - 422 -4133 PACIFIC BELL 1- 800 - 422 -4133 CABLE TV (DIMENSION CABLE SERVICES) 1 -800- 422 -4133 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633 -2770 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION. PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. C. GRADING 1. ALL THE 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 DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 2. 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 TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND N COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. f 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND N EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH o 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. 5. 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 a 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 M FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL AS,6u /G13 LEUCADIA WASTEWATER D. LANDSCAPING 1. 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. 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. E. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT RODNEY D. BALLARD PH. NO. (760) 746 -4955 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 EMINENT. 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 OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 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 WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY PERCENT (40%). SILT AND OTHER5DE6 DAY ISRSHALLBEARIEMOVED AAFTERTEACHERAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. LWD SEWER 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 JOBSTTE 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, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND /OR OTHER APPROPRIATE AGENCIES. 11. 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. 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 GEOTEXTTLE 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 Z EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT M TRT S LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE NOTE. 0L u P S u ON SffEET SIGNATURE EXPIRES 2 YEARS FROM DATE - 3 147114 2 Aft Ft ED & NAME SIGNATURE EXPIRES 2 YEARS FROM DATE ` a REVISIONS APPROVED lAM_DEG'kTO4l v A PARKS AND RECREATION " v DATE NPo+A•-g. o SIGNATURE EXPIRES 2 YEARS FROM DATE - 3 147114 ' L Aft Ft ED & NAME SIGNATURE EXPIRES 2 YEARS FROM DATE ` a REVISIONS APPROVED DATE v Q DELETE SHEETS 3,5,&;' N(.M /3/1 ADD 300.00 TG UPDATE SECTIONS + HIGH POINT m NoTEs SHEET 2, 4 67.10 EXISTING PERIMETER ELEVATION W ADD" GA, 66, 7A - - - -- PR. R/W - - - - - - - - - - ® UPDATE NOTES Smem ADD PRINa- WS1711 AS Au1�5 RETAINING WALL - TO BE STUCCO C -3 NEE SHAT 3A t-30 iffixglAIRWITIOL m, 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 NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422 -4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED 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 C1 S- 13UILT NAME SIGNATURE EXPIRES 2 YEARS FROM DATE S to. S' (1q DATE /?&. AEC Ill y33 Aft Ft ED & NAME SIGNATURE EXPIRES 2 YEARS FROM DATE /lJw�•� g 22-.13 DATE TNsp>`cfOQ 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 IN WRITING PRIOR TO CONSTRUCTION. 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 BACKFLH ED 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 RE- ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED 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. A 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 MFGR. 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 ADAPTORS 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. J61NTS 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 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED, 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 STANDARD DRAWING S -3. MANHOLES SHALL BE 5 -FEET DIAMETER FOR PIPE 18- INCHES AND LARGER PER LWD STANDARD DRAWING S -4. 40. ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T -LOCK) OR A POLYURETHANE PROTECTIVE LINING SYSTEM PER SECTION 500 -2 OF THE GREENBOOK. SOURCE OF TOPOGRAPHY TOPOGRAPHY BASED ON A FIELD SURVEY BY CONSTRUCTION TESTING & ENGINEERING 5/22/1999. "STATEMENT OF ENGINEER OF WORK" THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. 111E ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLAN -CHECK 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 TT 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 SOLEY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. L.W.D. REVISIONS REVISION DATE APPROVED /� I2 '13•D(,v �!.ISED PRIVATE6 PVC BY DATE: RODNEY D. BALLARD ER MAIN . /,t i R.C.E. NO.43345 REGISTRATION EXPIRATION DATE: 06 -30 -08 _ Q��e, FIRE DEPARTMENT RE EXPIRES 2 YEARS FROM DATE AfEE SIGNATURE EXPIRES 2 YEARS FROM DATE NAME SIGNATURE EXPIRES 2 YEARS FROM DATE DATE { {{ PROPOSED CUT OR FILL SLOPE (2:1 MAX.) NAME SIGNATURE EXPIRES 2 YEARS FROM DATE DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT OESROBBY IGN DB ML 300.00 TG .q. (3 /9 COMPANY: CONSTRUCTION TESTING & ENGINEERING ADDRESS: 1441 MONTIEL ROAD, SUITE 115 CITY, STATE: ESCONDIDO, CA 92026 TELEPHONE: (760)746 -4955 ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED UNDER SUPERVISION OF JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL : N/A \ DATE: 12-.13. p( (HYG PM003) N/A gti�2l�fl6� ELEV. 91.830 NAVD 29 VERTICAL : �`� R.C.E N0.: 43345 RODNEY D. BALLARD EXP. 06 -30 -08 RECOMMENDED APPROVED BY BY: DATE : 12121 / 06 DATE No.CO43345 ENCINITAS IS ST' )CAD \A (D VD- PROJECT SITE UNION STREET 'ICINITY MAP: DESCRIPTION DWG.NO. SYMBOL CUT 3Z� PROPOSED CUT OR FILL SLOPE (2:1 MAX.) FILL DAYLIGHT LINE CF-ft li- �E EXIST. CONTOUR PROPOSED CONTOUR PROPOSED TOP OF GRATE ELEVATION 300.00 TG 30 PROPOSED SPOT ELEVATION HIGH POINT 300.00 HP 67.10 EXISTING PERIMETER ELEVATION LOT LINES - - - -- PR. R/W - - - - - - - - - - EX. R/W - RETAINING WALL - TO BE STUCCO C -3 NEE FINISH TO MATCH BUILDING EXISTING RETAINING WALL, DIRECTION OF FLOW �- GRASS LINED VEGETATED DRAINAGE SWALE -� PROPOSED PRIVATE PVC STORM DRAIN PIPE PROPOSED BROOKS BOX 12x12 CB RIPRAP ENERGY DISSIPATER GRAVEL DETENTION BASIN >, , PCC CONCRETE (SAN DIEGO BUFF) O FINISH SURFACE F.S. FINISH FLOOR F.F. ASPHALT 4"�ACC DVE�6" CLASS II AGGREGATE BASE PROrOSED FIRE SERVICE �EPER ��D 7409 -IR nw�E E ® "2" At �Y/r _/ I &ASe Pwb 7409 /R PRO OSED 6" EWER MAIN PER DWG 7409 -TIT PROPOSED 6" PVC SEWER MAIN PROPOSED SEWER SEWER LATERAL PER L.W.D. S -17 PROPOSED STANDARD DEAD END PER L.W.D. S -8 ENVIRONMENTAL REVIEW NOTES 1. EARTHWORK QUANTITIES CUT : 904 CY FILL : 3701 CY IMPORT: 2797 CY 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 12% 3. MAXIMUM VERTICAL DEPTH OF CUT : 1.5 FEET MAXIMUM VERTICAL HEIGHT OF FILL : 4.7 FEET SOILS ENGINEER'S CERTIFICATE I, RODNEY D. BALLARD, A REGISTERED GEOTECHNICAL ENGINEER AS A REPRESENTATIVE OF CONSTRUCTION TESTING AND ENGINEERING A CALIFORNIA COMPANY, DOING BUSINESS IN THE FIELD OF GEOTECHNICAL ENGINEERING AND ENGINEERING GEOLOGY CERTIFY THAT SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY THIS OFFICE AND PRESENTED IN OUR PRELIMINARY GEOTECHNICAL REPORT DATED DECEMBER 12, 2002 TWO COPIES OF THE GEOTECHNICAL REPORTS, WITH OUR RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFIGE OF THE CITY ENGINEER. SIGNED: G.E. NO.: 2173 DATE: 12. 13. O (o ' PR DESSB4 yl LICENSE EXPIRATION DATE: 06 -30 -08 c ci No.2173 0 COMPANY: CONSTRUCTION TESTING & ENGINEERING ` E(P.06 /30/08 ADDRESS: 1441 MONTIEL ROAD, SUITE 115 OF P`' ' ESCONDIDO, CA 92026 sT o, 7, C" CITY, STATE: q�OF CALIF TELEPHONE: (760)746 -4955 CTE JOB NO. 10 -3313 LEGAL DESCRIPTION PARCEL 1 AND 2 PF PARCEL MAP NO. OF SAN DIEGO COUNTY NOVEMBER 12,11 OWNER'S CERTIFI( L FILED IN THE OFFICE OF N: 256 - 100 -38, -39 55 COUNTY RECORDER I WE HEREBY CERTIFY THAT A REGISTERED S ER OR GEOLOGIST HAS BEEN 0 AIN SUPERVISE OVER -ALL GRADING ACTIVITY AND ADVISE ON THE OMPACTION AND ABILITY THI Q SRFA HOMES, LP 2 321 S. RA0 S nnn�c gg9O MESA RIM RD.) STE. 112.00 SAN DIEfnO[(� I �� WOR n01. 1,1 CITY OF ENCN17&S ENGINEERI VULCAN TOWNHOME NORTH VULCAN AVENUE ENCINITAS, CALIFORNIA 11 '.h u TM 02 -233 liTkemm 9106 -G GP -I SHEET 1 OF 7 iow C!1 tn rn I n .z U 0 0 0 z 0 U co w r w 0 a 0 o' w z 0 U z c� Z Ld w w z c� z w U z V) z 0 U cn cn z 0 U V N SAN DIEGUITO WATER DISTRICT NOTES 1. 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. 2. 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. 3. 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. 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 6. 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. STORM WATER POLLUTION CONTROL BMP NOTES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ONSITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORM WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT THE TRACKING OF DIRT OFFSITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAINS SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EROSION CONTROL 1. 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. 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 3. 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. 4. 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. 5. 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. 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ONSITE CONSTRUCTION MATERIAL STORAGE 1. 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 ONSITE. 2. ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ONSITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM WATER 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 1. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON THE SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM WATER. BERMS /DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. NPDES STA L NOTE.' NPDES PERMIT NO. BEING PROCESSED DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. 99 -08 DWG N.P.D.E.S. GENERAL PERMIT NO. CAS000002 WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORM WATER ( ), Q RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE -OF- INTENT (N01) WILL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE COMPLETED N01 FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 9106 -G, AND BY SWRCB ORDER NO. 99 -08 -DWG, AND ANY SUBSEQUENT AMENDMENTS THERETO, SHALL COMPLY WITH SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB ORDER NO. 99 -08 -DWG. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH AND IMPLEMENT REQUIREMENTS OUTLINED WITHIN THE CALIFORNIA COASTAL COMMISSION COASTAL PERMIT NO. PC 2004 -03 BY: NAME, TITLE DATE) L -Q Y -D (o • ./ - - DIVERSION RIDGE 50' (15m) MIN. PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT -OF -WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND /OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PROIR TO ENTRANCE ONTO A PUBLIC RIGHT -OF -WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE /EXIT 0 NO SCALE OF SIDEWALK r A SAND FILLED GRAVELBAGS ARE STACKED TIGHTLY PONDING HEIGHT CATCH BASIN TCH BASIN BACK OF CURB URB INLETS --� PLAN VIEW CURB INLET SIDEWALK I I �' SECTION A - A NOTES: 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. GRAVELBAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE GRAVELBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW. 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELWAY IMMEDIATELY E. EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT •� li rl!' I r 1 I / / / / / /nrrl l l 1111111 • • •' jji111j1% Ijj %Oj% jj ijj4 ;lilllil� 11j1/1%II III illll�%j �ljjjlj/% %jj %d/ % % /jOlrlllllllll IIIIII�IIIIOp % j�1011111'jI �� O�pi �iii�pi'�jiiill��IllUl �. III /I/IOIIj11 /1�II1/1� jll =Ijp��jll��jii1� jlll� �U0j01�IIIj10 II Ilbi I /11111 III �/ �1 • IIIII111111111j1 VIII 1 11111 /l�ll� /ljlllily jj01j11 011 II Ijll �II 101 III II '� IIIIIIIII�IIII�IIIII 0 VIII 1j1111 1111111 �I10111�101��11 1111 ( I IIIII1011 Ipi�0��011�1�lllll�lll I� Ililll j�011llllill . IIUI11 STEEL OR WOOD POST �36" (1m) HIGH MAX. PONDING HEIGHT PONDING HEIGHT FLOW IN/ DRAIN ROCKI FLOW 9" MAX. ST225mm ) I ORAGE H 8 ( 200mm T. 12" MIN. \ ' \' \� \Y 12" MIN. 300mm \ \� \ (300mm) 1 -�F L -4 "x6" (100 X 150mm) TRENCH WITH COMPACTED \/' BACKFILL TRENCH DETAIL INSTALLATION WITHOUT TRENCHING 1. NOTES: 2. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN 3. NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. EROSION CONTROL BAGS TO BE BURLAP TYPE FILLED W/ 3/4" GRAVEL OR APPROVED EQUAL. O "AS- f�uiGT" Exp -I �10,11� -Q �,IB III DRtE eqe, • 13 SILT FENCE NO SCALE PLAN VIEW: NO SCALE DITCH -� INSTALL GRAVELBAGS 2 COURSES HIGH WITH WEIR - L =5' H =0.5' VARIES 0.75' SECTION A- A NO SCALE 5MP SM (As �R1o�t�Ty PR.o7� CT j'4RINTENANCE Od : STMR WATER MAINTEaNe-C A6RFEMEN7 Doe,. ND. DATE Ln Ln I 0 0 m CN N 0 N a U 0 0 0 z 0 0 cn w w F- V) 0 a 0 Li Li z 0 U z c� z it Li w z c� z w 10, REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY O F ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. o RDB EMK RDB © 6NP STRTUS BLOCK ADpE� /� {� AS �jUILTS /V' ",V ` �P�dd 4�;� R'°Ld3 , /� /', . �j AU�G � 'ZG•13 ON HYGEIA AVE., APPROX. 195' NORTH OF JASON. BOAT SPIKE ON CENTERLINE (HYG PM003) ELEV. 91.830 NAVD 29 HORIZONTAL : N/A vERricAl : N/A PLANS PREPARED UNDER SUPERVISION OF ,J DATE : /Z - /ToG � R.C.E. N0. : 43345 RODNEY D. BALLARD EXP. 06 -30 -OB RECOMMENDED APPROVED BY : BY : DATE DATE /��z,rO6 VULCAN TOWNHO NORTH VULCAN AVENUE ENCINITAS., CALIFORNIA TM 02 -233 (� - GP 2 � z 0 U SHEET 2 OF 7 7 7( >E >E �L a, _A 0 TYPE 3 RETAINING PER SDRSD C -3 12 PRIVATE 6" PVC STORM DRAIN It '; 1 PIA,, 11 �a 6 ® u IFPIVfrTE SEWL2 SEI -VIce� LATG2AL A S- INk wT O7 a, _A 1 °- 5 V. MANHOLE THREADED CAP RIM = 68.76 WITH AIR HOLES 5 0® THREE (3) - 6' DIA, • 0.50' 0.50' SCHEDULE 80 PVC RISER PIPE : \ : 0 . OVERFLOW OPENING 6' STAINLESS STEEL PIPE ® \ SUPPORT COLLAR PERFORATED to RISER PIPE \ : 6 \ ' 2,5' \ 67,5 FL 1i' GRAVEL • \ OUTLET 77f \ 3.00' 12" PVC STORM DRAIN IE = 65.76 FILTER FABRIC ® \ • \ \ \ \ \ \ \ \ \ \ • \ P 9 COLUMNS OF EVENLY SPACED DIAMETER PERFORATIONS. 4 ROWS SPACED AT 3" O.C. a 4.50' 3" RESTRICTION FLOW rl�) CONTROL B O X N.T.S. Z E (ULTIMATE R /W) (ULTIMATE R /W) E R/W (ULTIMATE R /W) (EXISITING) 1.q + lilt PROPOR/W O v O O 0 o Lin) .. OVED r r = O (o Q I OVERNIGHT MOT HOME PARKWG APN 256 - 100 -44 �T =O v zo MOBILE H a yte fit .I I TEMPORARY 10' WI CONSTRUCTION EASEMENT (SUNSET SEPTEMBER 29, 2007) < fTl N tj PER DOC . PERMISSION TO GRenE k= 7�ca m m -f AI, -it RECORDED: -- $EP1EURER 29 200.5 C :0 � _ �, lIt. MATCH EXISTING WALL __ � Z - s-, x MATCH EXISTING WALL ! P;; 1 t�l RIVER BILE H sr'E f -� -- ry 11 iJ v t^ yy p N 74'19'00' 250.35' s73o .7,. Tw 13 71 TW _._ 740$-I FOR $69.70 66 $ 73.TW 6" _ _ (; B L H OM E HP 68 57 TG" ` 68.50 69.00 rc '1 89. 9 RI TG 618 9 "#IP.. tT OT 68 28 IE 8 6 IE 6850 FS 8 88. �7 IE ; 1 20 8 _ J.OX - I ' 69.40 TC i"�:4iltl �`A EIO 68.90 FS. I� ,. .._._i RIP RAP ENERGY C uNlr NO t 1 z DISSIPATER Vioo = 5.77 SEE 8A$REET 5 grj° PLAN to °C PAD 6 °1 �FP�S 10'X5' W/N0. 2 f ^tJ FF 702 #AfYtMARY 90° WIDE n 69.35 TO j -. z CONSTRUCTION EASEMENT I I , Iii i0 . iv { ' i N G C .I !V r.``a 68.10 IE ° It ¢ u N /� PAD 70.5 PAD 70. PAD 69.5 , / FF FF 71.2 % M c� a _'rt3 " U �10 10 UPPEit '� _ m5 0 �1...- >f + 11. -I J� Pt "h -i? -., ( PLAN 2A PLAN 26 6 -38 TG I a a 0 I a 5 t IE t �I °z ¢ I if I P A,. 1r 78'TG 89.05 TO i 4 L� E 68.40 I MO ILE HOME 121 T*t i f } / If <.: it {t 3 EG ¢ 8 90 TG _al i2 _ _... II z PAD 6 1 ^� ,.II 69 40 IE a '� a 66.20 n. + ' , 7F� 1 a "' FF 70. - 69.70 -TC- P 1 _ 6 a _ D 2 t ._2F3 0 68.82 TC t 1 9.6011 G - S a 58.3 FS i� -PIPE C7 g 8 ; \ IOFFSET EVER 25' O.Ow G7 1 u 1 1 70.00 IE 9 S (� PR. SMb + 69. ¢ s I) _ SEE SHEET FOR DETAIL y r 4 4p ,b �- P 7409 I i u rl -..i1 • �' 111 11 It A PAD 1 1 , i " 7 • �� 9.22 FF 70 70.60 TG } { o i _ - � ' � Q ER IS1R 6PONSIBLE FOR �' �.- ° 7 „� ' + O B CKFLOWI PEVEN7'Aft 9.7 IEG 69.00 IE 13 t y m ,� Ir C I TALLATI MAIN AN( & i i ";' `i ` 'a Ib k! T L uN1T NO iK i nuFe ,� 6 - a' A NUAL CRrtIFICATIbt. W.A.S. 1 i��e j SAN 1 M c P t o -RM PLAN 16 -RM2 {� 4 ° i 66. 0 FL 't c I In MOE ILE HOME t J, i _.ry t 1 { I Qt ' I' - - f V 8 1 L+ DING :^ 6 Uh a° m 122 i EX. SM t ' ++ _ -7 3 7 t , J i.. GIs ..i I-,1I PAD 71 6 PAD 79.1 PAD 70.6 I I (' (IE 63. ) + „ $ - 8 I FF 7 4 FF 71.8 1 FF 71.3 69.64 TO ( ? z t G J r. UNIT N0. r P x 64 IE '- �y t {r t�y,q PLAN 2A r PLAN 28- K42 TO 66U0 }L 1I g t PA TO PATO - ( IE FF E .O 6990 TC 3.4% 8.13 71.00 `�r 77 69 40 FS �: 85.00 BW 69.12 C - 65.76 IE - {! 9.93 Z 71 06 l�l .�. NrS {`( �- ++ ? ; 9.43 1 } tt ',,7 I;' �•� t £ �" � '� i {` ILE HOME M ea: PEN ERGY DISSIPATER t r gg 6 .78 TC 69.27 TC 00 `( 1.46 7C { 1 TC ` 169. TC 1 XS W/NO.F2SBACKING --- ' �i 69.28 FS Be. 77 FS 'NO PARKING F�RE L7V V 68. FS C 1 °iit� a 1 "NO !NO RE_ RED CURBS a 7 m it { I'< ' RED y RBS 'NO PARKING FIRE LANE" �g TEMPORARY 1U WIDE CONSTRUCTION EASEMENT 72.49 is 70:69 TC RED CU $ - ? { ss ¢ 69.27 7'C 47/ I • PER DOG.: PERMIMt TO GRAD t FT ' 9 r° 70.19 FS 68.77 FS 68.74 TC [t/ 6 RECORDED: LMRLR 05 71.93 FS ,I Y -} O 68 / E II ' I SUN ET SEPTEMBER 29, 2007 0 ER I$ RESPONS19LE FO �( Q ; ;` n 68.53 FS DS 2 C EDK VAL i 6 . FSII f� 68.92 F$ 65.x6 FSI' `i T 71.460 F$ I I INS MAIN NAN ' & �., ITC 0.48 {; C 69. TC ANNUAL 11FlCATI W.A. ` 73.40 I { X559 I, 68.. _I FL It t6 TGi�HP ® �a 73 aW 1, }, , f ,..+ I I Zzlf ' , E SMH.. �t '+ +n) ..V - `- -�. i' s ✓ '`T'� s - r0$`" 68 0 FS Lw7 . , - ..,'!.." . ` . r :. --` .. .€ L(7 - _..,__a,.x. k P ss.as I :9. _ wcETAosw z - -� �E MOBILE HO E SEE SIGHT LINE EXH /B /T ' 4 ALE -�� 68.07 FL t,, ` i PRIVATE W PRIVATE 67.17 TO 6 2� 124 : :: 89 VATS 66.29 IE q TOP OF CURB FOR DATAIL THIS AREA _ J ,tt SEE SENT 7. s D SEE SHEET S AGREEMENT,. ' %R QFN�® PER PLAN r MATCH ALL INSTALL 1 - 4" PVC 4E 71.00 TIN 6 4 SURD 5.00' 3.00' ? w THROUGH WALL AT GRADE 65.00 f o �I 1 wiTO IFIED HIGH SCH OL MATCH STING wALL� -i D SEE 7409 -I FOR = TEMPORARY 10' WI it TRlC OFFICES STORA E S , f7� RaNA CONSTRU Gf ANNA IMPROVEMENT PLANS � W o II PER DOCCTION EASEMENT A N 256 -10 -40 �I SAWCUT LINE FILL WITH COMPAC OIL o L C D[ =p; HP GRADE To a' If rn SUNSET 6ECEMBER 31> DRAIN I GRAVEL DETENTION OFFSITE N z% LANDSCAPE B W ER(S) °- A { SHEET 4 FOR SECTION o _....: @J Q PROPOSED G -7 SIDEWALK ' u 10.01' AND G -2 CURB AND GUTTER 1 m o -- I EXISTING PAVEMENT, CURB, GUTTER AND SIDEWALK TO BE i mI O REMOVED TO SAWCUT LINE 1 It FIj HP GRADE To DRAIN W TYPICAL VULCAN AVENUE STREET SE ®N � I { a d NOT TO St;i ".LE SEE IMPROVEMENT PLAN DWG. 7409 -1 CA n ml I I ill I I I N CONSTRUCTION NOTES t 1 3 06" CURB PER SDRSD G -1 INSTALL BROOKS BOX 18X18 CB 1 O CONCRETE SIDEWALK PER SDRSD G -7 SEWER LATERAL PER L.W.D. S -17 I M p M0 6" CURB & GUTTER PER SDRSD G 10 STANDARD DEAD END CO PER L.W.D. S -8 , V) I A 12 ERFORATED PVC O 0.5% - 124' I,I i L SEE RIGHT OF ENTRY PERALT_,TO _.. ¢ CONSTRUCT DRAINAGE IMPROVEMENTS DATED DECEMBER 8, 2006. o E i w O INSTALL BROOKS BOX 12x1 B t1 STANDARD CO PER L.W.D. S -8 1 I LOW POINT U ,i a 0 TYPE 3 RETAINING PER SDRSD C -3 12 PRIVATE 6" PVC STORM DRAIN It '; 1 PIA,, 11 m 6 PROPOSED ATE PVC STORM DRAIN PIPE SIZE PER PLANS 13 IFPIVfrTE SEWL2 SEI -VIce� LATG2AL A S- INk wT O7 DEC IVE MASONRY WALL ArEt4VS TO NEW SEWEX MANHoL.E to Ala /13 _ n 0Lfrr�� 1 °- 5 V. MANHOLE THREADED CAP RIM = 68.76 WITH AIR HOLES 5 0® THREE (3) - 6' DIA, • 0.50' 0.50' SCHEDULE 80 PVC RISER PIPE : \ : 0 . OVERFLOW OPENING 6' STAINLESS STEEL PIPE ® \ SUPPORT COLLAR PERFORATED to RISER PIPE \ : 6 \ ' 2,5' \ 67,5 FL 1i' GRAVEL • \ OUTLET 77f \ 3.00' 12" PVC STORM DRAIN IE = 65.76 FILTER FABRIC ® \ • \ \ \ \ \ \ \ \ \ \ • \ P 9 COLUMNS OF EVENLY SPACED DIAMETER PERFORATIONS. 4 ROWS SPACED AT 3" O.C. a 4.50' 3" RESTRICTION FLOW rl�) CONTROL B O X N.T.S. Z E (ULTIMATE R /W) (ULTIMATE R /W) E R/W (ULTIMATE R /W) (EXISITING) 1.q + lilt PROPOR/W O v O O 0 o Lin) .. OVED r r = O (o Q I OVERNIGHT MOT HOME PARKWG APN 256 - 100 -44 �T =O v zo MOBILE H a yte fit .I I TEMPORARY 10' WI CONSTRUCTION EASEMENT (SUNSET SEPTEMBER 29, 2007) < fTl N tj PER DOC . PERMISSION TO GRenE k= 7�ca m m -f AI, -it RECORDED: -- $EP1EURER 29 200.5 C :0 � _ �, lIt. MATCH EXISTING WALL __ � Z - s-, x MATCH EXISTING WALL ! P;; 1 t�l RIVER BILE H sr'E f -� -- ry 11 iJ v t^ yy p N 74'19'00' 250.35' s73o .7,. Tw 13 71 TW _._ 740$-I FOR $69.70 66 $ 73.TW 6" _ _ (; B L H OM E HP 68 57 TG" ` 68.50 69.00 rc '1 89. 9 RI TG 618 9 "#IP.. tT OT 68 28 IE 8 6 IE 6850 FS 8 88. �7 IE ; 1 20 8 _ J.OX - I ' 69.40 TC i"�:4iltl �`A EIO 68.90 FS. I� ,. .._._i RIP RAP ENERGY C uNlr NO t 1 z DISSIPATER Vioo = 5.77 SEE 8A$REET 5 grj° PLAN to °C PAD 6 °1 �FP�S 10'X5' W/N0. 2 f ^tJ FF 702 #AfYtMARY 90° WIDE n 69.35 TO j -. z CONSTRUCTION EASEMENT I I , Iii i0 . iv { ' i N G C .I !V r.``a 68.10 IE ° It ¢ u N /� PAD 70.5 PAD 70. PAD 69.5 , / FF FF 71.2 % M c� a _'rt3 " U �10 10 UPPEit '� _ m5 0 �1...- >f + 11. -I J� Pt "h -i? -., ( PLAN 2A PLAN 26 6 -38 TG I a a 0 I a 5 t IE t �I °z ¢ I if I P A,. 1r 78'TG 89.05 TO i 4 L� E 68.40 I MO ILE HOME 121 T*t i f } / If <.: it {t 3 EG ¢ 8 90 TG _al i2 _ _... II z PAD 6 1 ^� ,.II 69 40 IE a '� a 66.20 n. + ' , 7F� 1 a "' FF 70. - 69.70 -TC- P 1 _ 6 a _ D 2 t ._2F3 0 68.82 TC t 1 9.6011 G - S a 58.3 FS i� -PIPE C7 g 8 ; \ IOFFSET EVER 25' O.Ow G7 1 u 1 1 70.00 IE 9 S (� PR. SMb + 69. ¢ s I) _ SEE SHEET FOR DETAIL y r 4 4p ,b �- P 7409 I i u rl -..i1 • �' 111 11 It A PAD 1 1 , i " 7 • �� 9.22 FF 70 70.60 TG } { o i _ - � ' � Q ER IS1R 6PONSIBLE FOR �' �.- ° 7 „� ' + O B CKFLOWI PEVEN7'Aft 9.7 IEG 69.00 IE 13 t y m ,� Ir C I TALLATI MAIN AN( & i i ";' `i ` 'a Ib k! T L uN1T NO iK i nuFe ,� 6 - a' A NUAL CRrtIFICATIbt. W.A.S. 1 i��e j SAN 1 M c P t o -RM PLAN 16 -RM2 {� 4 ° i 66. 0 FL 't c I In MOE ILE HOME t J, i _.ry t 1 { I Qt ' I' - - f V 8 1 L+ DING :^ 6 Uh a° m 122 i EX. SM t ' ++ _ -7 3 7 t , J i.. GIs ..i I-,1I PAD 71 6 PAD 79.1 PAD 70.6 I I (' (IE 63. ) + „ $ - 8 I FF 7 4 FF 71.8 1 FF 71.3 69.64 TO ( ? z t G J r. UNIT N0. r P x 64 IE '- �y t {r t�y,q PLAN 2A r PLAN 28- K42 TO 66U0 }L 1I g t PA TO PATO - ( IE FF E .O 6990 TC 3.4% 8.13 71.00 `�r 77 69 40 FS �: 85.00 BW 69.12 C - 65.76 IE - {! 9.93 Z 71 06 l�l .�. NrS {`( �- ++ ? ; 9.43 1 } tt ',,7 I;' �•� t £ �" � '� i {` ILE HOME M ea: PEN ERGY DISSIPATER t r gg 6 .78 TC 69.27 TC 00 `( 1.46 7C { 1 TC ` 169. TC 1 XS W/NO.F2SBACKING --- ' �i 69.28 FS Be. 77 FS 'NO PARKING F�RE L7V V 68. FS C 1 °iit� a 1 "NO !NO RE_ RED CURBS a 7 m it { I'< ' RED y RBS 'NO PARKING FIRE LANE" �g TEMPORARY 1U WIDE CONSTRUCTION EASEMENT 72.49 is 70:69 TC RED CU $ - ? { ss ¢ 69.27 7'C 47/ I • PER DOG.: PERMIMt TO GRAD t FT ' 9 r° 70.19 FS 68.77 FS 68.74 TC [t/ 6 RECORDED: LMRLR 05 71.93 FS ,I Y -} O 68 / E II ' I SUN ET SEPTEMBER 29, 2007 0 ER I$ RESPONS19LE FO �( Q ; ;` n 68.53 FS DS 2 C EDK VAL i 6 . FSII f� 68.92 F$ 65.x6 FSI' `i T 71.460 F$ I I INS MAIN NAN ' & �., ITC 0.48 {; C 69. TC ANNUAL 11FlCATI W.A. ` 73.40 I { X559 I, 68.. _I FL It t6 TGi�HP ® �a 73 aW 1, }, , f ,..+ I I Zzlf ' , E SMH.. �t '+ +n) ..V - `- -�. i' s ✓ '`T'� s - r0$`" 68 0 FS Lw7 . , - ..,'!.." . ` . r :. --` .. .€ L(7 - _..,__a,.x. k P ss.as I :9. _ wcETAosw z - -� �E MOBILE HO E SEE SIGHT LINE EXH /B /T ' 4 ALE -�� 68.07 FL t,, ` i PRIVATE W PRIVATE 67.17 TO 6 2� 124 : :: 89 VATS 66.29 IE q TOP OF CURB FOR DATAIL THIS AREA _ J ,tt SEE SENT 7. s D SEE SHEET S AGREEMENT,. ' %R QFN�® PER PLAN r MATCH ALL INSTALL 1 - 4" PVC 4E 71.00 TIN 6 4 SURD 5.00' 3.00' ? w THROUGH WALL AT GRADE 65.00 f o �I 1 wiTO IFIED HIGH SCH OL MATCH STING wALL� -i D SEE 7409 -I FOR = TEMPORARY 10' WI it TRlC OFFICES STORA E S , f7� RaNA CONSTRU Gf ANNA IMPROVEMENT PLANS � W o II PER DOCCTION EASEMENT A N 256 -10 -40 �I SAWCUT LINE FILL WITH COMPAC OIL o L C D[ =p; HP GRADE To a' If rn SUNSET 6ECEMBER 31> DRAIN I GRAVEL DETENTION OFFSITE N z% LANDSCAPE B W ER(S) °- A { SHEET 4 FOR SECTION o _....: @J Q PROPOSED G -7 SIDEWALK ' u 10.01' AND G -2 CURB AND GUTTER 1 m o -- I EXISTING PAVEMENT, CURB, GUTTER AND SIDEWALK TO BE i mI O REMOVED TO SAWCUT LINE 1 It FIj HP GRADE To DRAIN W TYPICAL VULCAN AVENUE STREET SE ®N � I { a d NOT TO St;i ".LE SEE IMPROVEMENT PLAN DWG. 7409 -1 CA n ml I I ill I I I N CONSTRUCTION NOTES t 1 3 06" CURB PER SDRSD G -1 INSTALL BROOKS BOX 18X18 CB 1 O CONCRETE SIDEWALK PER SDRSD G -7 SEWER LATERAL PER L.W.D. S -17 I M p M0 6" CURB & GUTTER PER SDRSD G 10 STANDARD DEAD END CO PER L.W.D. S -8 , V) I A 12 ERFORATED PVC O 0.5% - 124' I,I i L SEE RIGHT OF ENTRY PERALT_,TO _.. ¢ CONSTRUCT DRAINAGE IMPROVEMENTS DATED DECEMBER 8, 2006. o E i w O INSTALL BROOKS BOX 12x1 B t1 STANDARD CO PER L.W.D. S -8 1 I LOW POINT U ,i a 0 TYPE 3 RETAINING PER SDRSD C -3 12 PRIVATE 6" PVC STORM DRAIN It '; 1 PIA,, 11 m 6 PROPOSED ATE PVC STORM DRAIN PIPE SIZE PER PLANS 13 IFPIVfrTE SEWL2 SEI -VIce� LATG2AL A S- INk wT O7 DEC IVE MASONRY WALL ArEt4VS TO NEW SEWEX MANHoL.E to Ala /13 z z_ GRAPHIC SC Ir N IN v4LcAty AVM. w N �O ao' o ao' 40° so° z PE. RGE.4`/334t Exp° 6 o DATE z L, s INDICATES STORM WATER POLLUTION 7REATEMENT FACILITY " PVAEM►6D 80: ✓ NOT TO BE MODIFIED OR REMOVED IMTHOUT PERMIT FROM THE CITY OF ENCINITAS 1 Inch = 9n' ft �}S - (3/{/G7S INSi "T /R DRTE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP'T DESIGN BY DRAWN BY CHECKED BY ROB MSB ROB APPROVALS CITY OF E N C I N TA S ENGINEERING DEPARTMENT DRAWING N0. o lb F4OT'E �LMSSPA"LAF1FOt v o6 ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED UNDER SUPERVISION OF JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL : N/A RECOMMENDED APPROVED VULCAN TOWNHOMES /�i • ✓I� �i /3/� oa,E : l �DELETEDSHEET3 ''11 p ' I ,, (HYG PM003) %� /�/� V) A$ (3 viI � �d 1•�'�3 /VIA w p e '2LI �; ELEV. 91.830 NAVD 29 VERTICAL : N/A (42, �/� ( R.C.E. NO. :-43M BY J V �' / �� i� BY NORTH VULCAN AVENUE GP-3 zo RODNEY D. BALLARD EXP. 06 -30 -08 DATE 12121 /a- DATE j z1 ENCINITAS, CALIFORNIA -- rl- z-� TM 02 -233 SHEET 3 OF 7 INOTE.. � ,�; � � ALL FIRE DEPARTMENT CONNEC77ONS SHALL BE MOUNTED I I R/W o W AT THE FOLLOWING HEIGHT(S). 36 TO 42 INCHES ABOVE 8,B pO I EXISTING R/W TO BE MOVED o m FINISHED GRADE, TO THE TOP OF THE CONNEC77ON. ;',� A m s D s MOBILE HOME • IF AN FDC IS INSTALLED SEPERATE FROM THE I = 611 OVERNIGHT MOT HOME PARKING APN 256 -100 -44 o 2 n9 BACKFLOW /DOUBLE DETECTOR CHECK, IT SHALL BE ' I I lil I TEMPORARY IV WDE STRUCTION EASEMENT (SUNSET SEPTEMBER 29, 2DD7) ° A LOCATED A MIN /MUM OF 5 FEET FROM THE / i 1'i RECORDED. PR D i Q BACKFLOW /DDC VALVE. I m 111 I - - -____ MATCH E10Si6iG WALL • WHEN AN FDC IS ATTACHED TO THE BACKFLW/DDC, I i / It MATCH EX019M all RIVIERA MOBILE H PARK THE FDC AIOUN77NG HEIGHT SHALL S77LL BE 36 TO I II E- -I 42 INCH MAX ABOVE FINISHED GRADE. I n 111 _ � +� ', F6' 6 .22E 13 FS 71.00 1W - = N 75'0103" - - -250 iT - - 69. 4 67. • IF THE BACKFLOW /DDC IS INSTALLED WITHOUT AN _ _ _ _ N 6 = _� 2 FS sB� - 6650 B 1 lE BMOBILE HOME FDC, BOTH OS &Y VALVE HANDLES SHALL BE 7 7340 Tw GPs 69� 6920 TG s' PvC if t2'- -- 69. Tc 120 MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE. 69° T 7207 OW p 7650 FS 69.40 7G 8 $ 6112 E 69,80 FL s .s2 IE •,i - -�� - -� u 0 70.13 FS 69.50 7C tY P - 66. IE • BUSHES, TREES AND SIMILAR FOLIAGE SHALL NOT BE I � !r6• s s s I LOCATED W/7H/N A RADIUS OF 5 FEET OF THE FDC I _ 1 OR BACKFLOW /DDC VALVE ASSEMBLY. GROUND I - 69 FS 69.00 FS1 /� r PATIO PATIO PA 10 70.31 FS _2 I RIP RAP ENERGY DISSIPATER V / D IE S 68 -ii �' 13 LOWER m NIT N0. 9 LOWER „ 67.33E 'z FS gg•OO A� FPS 10)WOWAO. 2 COVER LANDSCAPE IS ACCEPTABLE I " • TOP OF STEM FOR THE BACKFLOW DC SHALL NOT I / (ER 7 ) -IR / „ 1 PLAN 1A -R PLAN 1A PLAN 18 P' 4 > z EXCEED 48 INCHES IN HEIGHT. Oi -1 5 n �' 67. E PAD 69.7 'z o Y 10' WIDE "k B I DING N G C U ITS 4 6a02 lE ,` , !( m N FF 70.4 W SnTUCnON EASEMENT 1: PAD 70.0 I� \ I PAD 70.0 FF 70.7 PAD 70.0 7000 FL B5' yM V FF 7 FF 70.7 70.35 FS f C./� �o ��.' \ UNIT N0.14 UPPER UNIT NO. 12 U P R UNIT NO. 10 UPPER �� • ) \/ II Z I PLAN A -R PLAN 2A PLAN 26 - 0 / 1 �y r: uu. 7028 FS � -- / o FS MANHOLE 7l7 I Z 7025 FS 1 XI ` TOZ9 RIM = 68.76 I I 8 70.07 FS ` 7029 FS $ o THREADED CAP I N #: 0 68,241E z o o WITH AIR HOLES 5.00' I \ " • 71,x,5 i,; 4 y M BILE HOME r t ' PAno 6 JA 2 tff .4 z NSO 1C 21 0.50 1 4.69.50 46950 TG ' 71172 F5 N . FF 70 4 n o z \ 69.60 FS 66.20 " 0.50' 55 r 12 1E ti 6 IE j Q h 31 IE 4 ' 68.82 TC P THREE (3) - 6 DIA. I 70.72 FS 89. FS a A o SCHEDULE 80 OVERFLOW OPENING I i eo > -1' - 2%r �� A A D / ��' - I OFFSET EVERY 5' O.O. _ - PVC RISER PIPE \ \ • x '� 6 $ r / 6" STAINLESS STEEL PIPE o \ O Z I 6 aa�o - - - 471 - I SHEET 4�` SUPPORT COLLAR �� s�PVC 78,69 E v_ I PAno PATI ,,- 68,50 IE -' PERFORATED in o I o N 1 It 7063 Fs I z m 70. B B_ RISER PIPE \ ° \ \ 70.12 \ 2.5' 67.5 FL I Is oN� 8,R " 71.69 FS A N / D r • • \ B s TOR ," ', 9 UNIT NO 17 LOWER UNIT NO. 15 LOWER @ v rrn �� • • \ \ G I rauan ' a91TEN `gyp It I NIT' . 19 L WER m PLAN 1A -RM PLAN 1B -RM2 70.14 AL CER AnON. A q, y, PL N lA- o ca m M BILE HOME Z I �', " °, ' BU DING B 6 U TS FPF�7181 60.8DFS N'P II0 - AI 122 12" GRAVEL \ . \ ' I 1 ° -1 IN PAD 71. PAD 71.1 UNIT No. 16 UPPER EX. SMH f FF 71.6 FF 71.6 PLAN 2B -RMo 11. 69.20 TG 4 I n NIT U ER UNIT NO. 18 UPPER %0.15 FS 6a71 IE \ OUTLET OE 63.4 I y z s 50 ]C \ 3.00' 12" PVC STORM DRAIN MH# 01 1 lot PL N 2A -M PLAN 2A -RIP 70.22 FS II� FF PAD 7m IE = 65.76 z z 69.35 TC 71.00 TW SECTION IWIEW NOTE. u 4" PATIO PATIO PATIO 70.32 FS ' I< z \ 69.66 FL \ A W� 3. 65.76E REFER TO SHEET 4 FOR FILTER FABRIC 6 &12 SECTION VIEWS. LO N I •� - 66:62 - .\ .\• .\- \ .\ .\ y 70.33 "TC 4 7M56 TIC 24! 9 COLUMNS OF EVENLY SPACED" I N �• .� 8963 ,� \ DIAMETER PERFORATIONS. �• OGLE HOME 4 ROWS SPACED Al 3" O.C. 71.50 Bw -�- ; <> Mcx° ': I j I Y 00� `5.6E �Y DISSIPATER - - --•- 4.50' 1 � r 1R 1C 8988 FS 69 85 FS 89.96 7C PAI60NG � v 69. TO 1 'XS' W/NO. 2 BACKING 3" RESTRICTION FLOW //'� n f 71.48 1T T0.68 FS 7013 1C 89.48 FS I -- - - O C O t V TR 0 L BOX , 100 I 71.50 TC ;, ' 1, . MD P NG F N 63 FS + J I !* J //t EMPORARY ,D' GONSIRUC110N EASEMENT N N.T.S. 71.50 Fs 1 RED RBS 'tfO P FYIE LNi 3 �." p PER DOG ' I 71.50 r +' 70.69 TC \ D �a RECORDED LETTER 71.50 FS 1 . i 70.1 FS 6877 FS a 88 7 6 I �1 SEPTEMBER 29, 2007 R (ULTIMATE R /W) R/W I o 11 f �, . 6&53 FS (ULTIMATE R /W) (ULTIMATE R /W) (EXISITING) I 0 ER 16 ONSIB.E FOR I a -- _.__- CH / t( D0 81.E ;K VALVE 71.46 TC u 75.00' INST MAINTEN CE, k 7340 1 1 '1 68 �TW -- AL CATION .A.S 7273 B i , ' 25.00' 22.00 8.00' 20.00' E . SMH 1 MOBILE HOME Ln SEE \ IGHT LINE EXHIBI M 58.85 + VE N75'01 03 E 07 20.38 PRIyAIE W PRIVATE 8 : TG TPA 24 m o gg FRIV W PRIVATE p MAIN CE A( IT \ 57V EV ft TOP OF CURB FOR DTAIL THIS AREA of -ol p 1 - \ MATCH M SEE SH c4 aWGREEMEN C SEE SH INSTALL EET 1 - 4' P 71 TAt� ,\ � PER PLAN 5.00'3.00' � � THROUGH WALL AT TEMPORARY 10' lW SAN DI UITO NffIE H SCHOOL STOR E SHEDS G WALL O17gINA 1 I ISTRI T OFFICE SEE IMPROVEMENT FOR CONSTRUCTION T \ IMPROVEMENT PUNS I W��yyy I + PER DOC.: A N 256 -10 -40 8O SD LINE FILL WITH COMPAC D SOIL t QI I�� m LK - $ SD P y ' VET. DETENTION OFT97E !2R LANDSCAPE BY OWNIER(S) I o ; m 6RSSSDECFlABER 31, 2006 SHEET 4 FOR SECTION -- iQ PROPOSED G -7 SIDEWALK I I 4 10.OD' , < < c AND G -2 CURB AND GUTTER ' v, z I \ \ c EXISTING PAVEMENT, CURB, I r o GUTTER AND SIDEWALK TO BE o I m I REMOVED TO SAWCUT LINE ' I ' 1 I F GRADE w TYPICAL VULCAN AVENUE STREET SECTION I I it ORATED PVC a 0.5% 124' NOT TO SCALE t N071, SEE IMPROVEMENT PLAN DWG. 7409 -1 ' I - - - - - ROOF DRAINS TO DISCHARGE 1`- I 1 TO LANDSCAPE AREA AND 4 DRAMA GE IMPROVEMENTS DECEMBER 6, v NOT TO BE DIRECTLY 2006, CONNECTED TO STORM DRAIN. -- -- CONSTRUCTION NOTES 1 ' I T - - " -- a 1 NOTE• O 6" CURB PER SDRSD G -1 O INSTALL BROOKS BOX 18X18 CB I o I I N0 %E. OWNER IS RESPONSIBLE FOR 2O CONCRETE SIDEWALK PER SDRSD G -7 g CURB RAMP PER SDRSD G -31 ' I RELOCATED EXIS77NG FIRE HYDRANT SHALL BE /N SERVICE DOUBLE CHECK VALVE ~ O MAINTENANCE & z P +00 I PRIOR TO FRAMfNG LUMBER BEING DELIVERED TO JOB Sl7F INSTALLATION, C 3O 6" CURB & GUTTER PER SDRSD G -2 , I I RELOCATED FIRE HYDRANTS SHALL HAVE TWO 4" OUTLETS ANNUAL CERTIFICATION, W.A.S. I `n I 1 &ONE 2 1/2" OUTLET 4O INSTALL BROOKS BOX 12x12 CB 1 LOW POINT � O TYPE 3 RETAINING WALL PER SDRSD C -3 , p,• I N0�• R C; O PROPOSED PRIVATE PVC STORM DRAIN PIPE SIZE PER PLANS ((AS- D IA I LT �� ALL STORM DRAIN PIPES AND INLETS ON S17E ARE PRIVATE AND SHALL BE MAINTAINED BY THE OWNER. 7O DECORATIVE MASONRY WALL 7 I' 1 t 13 z PE• Rc �N33y EXQ. DATE GRAPHIC SCALE INDICATES STORM WATER POLLU77ON 7REATEMENT FACILITY 20 0 20 20 40 80 EVIE Eb By. NOT TO BE MODIFIED OR REMOVED W17HOUT PERMIT FROM W / Z4 • I3 THE CITY OF ENCENITAS. z As--Butz-73 1MSPEGt6R DATE 1 inch = 20 ft. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP'T DESIGN �` DRAWN c"E 05 �' APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. c 0 ADDED SHEET 3A M AA 4141 /A ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED VULCAN TO"HOMES 9 i 0g � (z'' JASON. BOAT SPIKE ON CENTERUNE IIORlzortru : N/A ® ADD FPIVISMH � , � S/1 Q1 DATE : 3 2� 110 © Az B, alas I 11 (HYG PM003) N/A R.C.E. NO. : 43345 . /1/1 NORTH VULCAN AVENUE Gp -$ z ELEV. 91.830 NAVD 29 VERTICAL : BY BY RODNEY D. BALLARD EXP. DATE : DATE: 41-11 /2 ENCINITAS, CALIFORNIA TM 02 -233 SHEEP 3A OF 7 NEW SHEET NEW SHEET ti a a m m IU n 0 0 N N 10.00' PEDESTRIAN ACCESS, DRAINAGE, WATER, SEWER AND PUBLIC UTILITY EASEMENT RESERVED BY THE CITY OF ENCINITAS 10' ,I 28' -0" 25' -0" 0 r PROPOSED BUILDING ' FF 1 71.$ I F F 71,0 70.0 7=7 PROPOSED WA 65.0 F OFF R ®o FACE OF WALL / EXISTING GROUND 60.0 ti / \ n PROPOSED BUILDING 28' -0" 24 ° -0" I I PROPOSED PARKING LOT `FINISHED GRADE PER TENTATIVE MAP MAX 5.5' / \ 4 "AC PAVEMENT ON 6" AB do COLOR 'STARK PROPOSED i VEGETATED DETENTION BA 0 G VEL DETENTION BASIN 12'± `I, IL13 M EXISTING I RIVIERA MOBILE HOME PARK .33' TO FACE OF WALL TYPICAL 100.0 95.0 90.0 85.0 80.0 75.0 70.0 65.0 60.0 100.0 SCALE: 1 "--10• v ------- -� PROPOSED BUILDING 100.0 95.0 95.0 90.0 90.0 EXISTING 85.0 28 S.D.U.H.S. DISTRICT 85,0 EXISTING RIVIER ' Q2 25' 24' A OFFICES 80.0 MOBILE HOME PA ' I 80.0 PROPOSED VEGETATED DRAINAGE SWALE 6 A F G h1 75.0 EXISTING 990 ��`� ao �y �,s o' g 75.0 RETAINING WALL ° PROPOSED PARKING LOT 70.0 -- FF 70.4 6°� •c C?- - 70.0 -- _ --� 65.0 FINISHED GRADE FINISHED GRADE AS PER TENTATIVE MAP EXISTING WALL 65.0 EXISTING GROUND SECTION C -C MA °5 60.0 GRAVEL DETENTION BASIN QSCALE: 1" = 10' 60'® 2 BUILDING PL [F•3' 71.00 TW 5 6 24.00' - -� 15.00' - 80 SEE CONTROL VAULT DETAIL n0 12.50' BOTTOM OF PROPOSED GRASSED LINED DETENTION $" PVC RISERS GRAVEL DE7EN11ON BASIN 2 1.5` -,► I TYPE G -2 CURB &GUTTER CHANNEL ®25' ac (TYP) �" W � GRAVEL N7i ~ I� -0.33' TO FACE OF WALL TYPICAL � PROPOSED SURFACE 65,00 BW EX. SU CE 4 "AC PAVEME 0 CL 2 AB (3lORETENT/Ortl (3AS /N MIN. TI = 5.0 pp+/��fr� ppii cpy I'�CTC�I TIlIAI BA nL ® _ 12" rvu VI/1 0 0.5% 0.50 CURB ONLY INVERT ELEV. VARIES I I -' - - PCC CURB & GUTTER AC PAVEMENT PER G -1 SEE DETAIL 6 SEE DETAIL 60 d o® QIO[tETFNTfoN (�q�IN SECTIO D - 8r MIN. PERFORATED NOT TO SCALE PVC, HOLES DOWN 3.00' I 166.04' -_ 2 ' 7T_ CONCRETE CURB AND GU EXISTING WALL TTER rt PER SDRSD G -2 I� ENGIIN�ERED sort I SECTION E -E ';Y• = ° CsFE SPEC. A107-C) 40 4® HEREON / 3" CLASS 2 AGGREGATE BASE 24" CLASS II AGGREGATE BASE " °''�' HOR. 1 =2 ®' UNDER CURB ❑PTIONAL COMPACT SUBGRADE TO 95% RELATIVE MATCH EXIST GRADE �RT: 1"=10' DENSITY ASTM D 1557 TYPICAL 6 99 CURD & GUTTER DETAIL I - 8" PVC INFILTRATION OVERFLOW PIPE DETAIL PL NOT TO SCALE VEGETATED DRAINAGE SWALE SEE DETAIL 00000 °o0 o OFFSET EVERY 25' O.C. PCC CURB o °° °o VAPOR BARRIER AS SHOWN o° ° Q 0 2 -� °~ AC PAVEMENT 4 ° GEOTEXTILE FILTER FABRIC 2•� G TE I 2rq �P 12" PERFORATED PVC 4" PERFORATED PVC DRAIN PIPE SOLID PVC ABOVE PERFORATIONS DOWN (HOLES DOWN) SECTION D ®D GRAVEL DRAIN GRASS SOD INFILTRATION PIT FABRIC ANCHORS 2.54• 2 ti - - - - -- __ � NOT TO SCALE GRASSY SLOPE jg" REINFORCED WITH VMAX3, C350 BY __ 3,0' NORTH AMERICAN GREEN OR EQUAL II -_ GRASS OR TURF OPTION T III I � "- OVER TURF REINFORCEMENT VEGETATED IC III -1 - - - VMSX3, C350 OR EQUAL. III -I =1( CLASS II AGGREGATE BASE 10.2cm '` DETE BA N C4 INJ FILTER FABRIC IE, III -i 4" GRAVEL WRAPPED ' =1; 11' COMPACT SUBGRADE TO 95% RELATIVE W� FILTER FABRIC EN(nINEEREIJ SOIL SEE SPEC. NOTE r DENSITY ASTM D 1557 PUWW YV1�1 HERAoN) - » 8" PERFERATED PVC 6" BD M OF PIPE AD�9UATE E�Rd�ID C�ViR. �' , TYPICAL 6' CURB DETAIL \Q � Il 8" MIN. PERFORATED ' TO,B��TTO OR SOD; MR LANG AP& RLAMU NOT TO SCALE PVC, HOLES DOWN , IN ILTRATION ,T M &A I feg TYP� NOTES. I- 1111111 = 1. CONCRETE SHALL BE 520 -C -2500 U 2 "OF TOP SOIL N4" GRAVEL = III -III. III: I 2. SE TAN ARD D NG G -10 FOR J DETAI INFILTRATION OVERFLOW PIPE DETAIL 1 ®'�I LOPE OP CURB 1 PER F TOWA STREET ��6 c NOT TO SCALE �2 SPEC. NDTF EN6,INEEREp Soli SECTION F ®F 810RE79NTIOA1 "FNAIAI E6 -b S011 LAYER SNAIL BE N/ 1MGfM 18 "bFEP TYPICAL DRAINAGE SWALE DETAIL 7�B�IJ NOT TO SCALE It „ NOT TO SCALE P.E. Red "g33'1S EXP° 6 JO LD( DATE SANDY LOAM .SOIL MIX WITH No MORE -r#AA1 .S9 eLAY &N %ENT. NOTES. THE MIX sf & BQNTA/N 50-609 SAND, 26 -307- COMPosT OR 2. FORCGRA SNOROTTURFEOPTON,RINS ARD OLL CROSS-SECTIONS DETAILS PAR W60b Muley A1,16 20-30% AS'9ut 15r TRM 450 TURF REINFORCEMENT MAT. INSPEvTOQ DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT DESIGN DRA BeY CHECKED RDB APPROVALS CITY OF, ENCINITAS ENGINEERING DEPARTMENT RAWING NO. REVISED SECTIONS M•M 41A11Z ON HYGEIA AVE., APPROX. 195 NORTH OF PLANS PREPARED UNDER SUPERVISION OF ©AS (�)%Qts �' °I aI "`� Q't�'13 JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL: N/A / DATE RECOMMENDED APPROVED VULCAN TOWNHOMES 9106 ®G (HYG PM003) N/A �1 �d ` � �� ' R.C.E. NO.: 43345 %� Jf ,�( NORTH VULCAN AVENUE GP-4 ELEV. 91.830 NAVD 29 VOCAL : BY: o ' BY : - 0 RODNEY D. BALLARD EXP. 06 -30 -08 DATE : 12 121 DATE : _ILI L ti/" ENCINITAS, CALIFORNIA TM 02 -233 SHEET 4 OF 7 H uuv -1 n Ln Ln 0) I d- 0 v N O N a U 0 0 0 z 0 LoU W 0 0 J w z 0 U z C5 z it w w z CD z w z V) w z 0 U z 0 U a N M Y 0 0 N V ti m LANDSCAPE ARCHITECTURAL CONSTRUCTION DRAWINGS FOR General Notes 1. The Contractor shall protect all existing construction from damage, and shall repair, at his cost, any damage resulting from his operations. Contractors on the job shall carry the following insurance: (1) Worker's Compensation; (2) Public Comprehensive General Liability; and (c) Property Damage. In an emergency threatening the life, safety or adjacent work, the Contractor is hereby instructed to act at his discretion to prevent such loss or injury. The Contractor shall maintain the following minimum liability coverage during the contract period: Bodily injury: $250,000 per individual per occurrence Property damage: $100,000 per occurrence, aggregate 2. The Contractor shall cause to be named as additional insured in such Contractor's public liability and Automobile Liability policies the following: (a) Shea Home, LP (b) Howard Associates, Inc. 3. The Contractor agrees to hold harmless the Owner and Landscape Architect from any claims arising out of his operations or the operations of any of his subcontractors, material suppliers or agents. 4. All local municipal and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated and made a part of these specifications and their provisions shall be carried out by the Contractor. The Contractor shall notify the landscape architect immediately of any discrepancies between codes and the information and designs presented in these drawings. 5. The Contractor shall verify the locations of all existing utilities, structures and services before beginning work. The locations of these items shown in the plans are approximate only, and there may be additional utilities present which are not indicated on these plans. The Contractor shall notify the landscape architect immediately of any discrepancies between field conditions and the information and designs presented in these drawings. 6. The Contractor shall obtain and review a set of the appropriate architectural, electrical and civil engineering plans prior to beginning work. 7. Permits for all work indicated in these plans shall be obtained by the Contractor. 8. The Contractor shall have a valid Contractor's license for the particular work being performed. The Contractor shall not allow the license to lapse during the contract period. 9. No material substitutions of any kind will be allowed without the express written authorization of the landscape architect. 10. Contractor shall notify the Development Services Department at least 48 hours (two working days) prior to starting construction. 11. Owner /Developer shall permanently and fully maintain landscaped areas within adjacent public rights -of -way. 12. The 'Soil and Plant Laboratory' in Santa Ana shall perform agricultural and structural soils tests. Soils testing for agricultural suitability shall be accomplished at conclusion of final grading. Submit two copies of agricultural suitability soil report to the Development Services Department prior to start of construction. 13. Contractor shall verify existing static water pressure at each point -of- connection prior to installing irrigation system. Verification shall be made with the City of Encinitas Public Works Department. 14. Irrigation systems for individual lots shall have points of connection between water meters and water service risers into dwellings, and ahead of water regulating devices installed for dwellings. 15. Contractor shall obtain permits required to complete landscape improvements prior to start of construction. 16. Landscape work shall be in accordance with City of Encinitas Landscape Requirements. Contractor is responsible for becoming familiar with this document. 17. Landscape improvements shall be completed and approved by the City prior to issuance of occupancy permits. 18. Contractor shall notify "Dig Alert" (1- 800 - 227 -2600) at least 48 hours prior to start of excavation in public rights -of -way. 19. Contractor shall provide as -built drawings of irrigation system to the Owner at time of final acceptance. As- builts shall be mylor reproducibles (one set) on standard "D" size sheets. PR 6W FO 74" n Z r n D a Z A < M I II 1 ris Vulcan Avenue Encinitas, CA Kev Ma gag`. RINERA MOBILE HOME PARK 70.01 FL HE N 7419'00' F 25G.3� PAD 700 ff 70.7 '. °i • 3 C 6 U ITS • / n m4 PAT 700 PAD 700 ff 707 FF 70.7 7G.00 F� PAD 71.1 ff 71.8 PAN= FK Wr cm i ��if►�/ I a CIF • WX7 B 6 UNITS ffnsl IU PAD 71.1 AF 71.8 11 PAD 64.7 I II ff7.4 tivrs WD PAPoOIIG FIRE RAW RED °IBS - - -- - �____. ___ _. ..2207 ^0'.. FM WNZ Ai7EflQlf (7018) • • • (87.30) � v T, FIE LAW 47 F1- (67.18) N741 B7 t'7 iG A q� O 0.E SEE SHEET 5 C COMPLIANCE STATEMENT: "I am familiar with the requirements for landscape and irrigation plans contained in the City of Encinitas Water Efficient Landscape Regulations. I have prepared this plan in compliance with those regulations and the Landscape Design Manual. I certify that the plan implements those regulations to provide efficient use of water. Under penalty of perjury, I affirm that the foregoing is true and correct." JULIE E. HOWARD 5/5/2012 i I s (87.88 qi F; ki ki xf �I I (6Ex North - NTS /4s�- � •2,0.13 � �p•3.3t•15 t�� m ett-46D 6Y: t illcm Vicinity Map Water Conservation Information APPROVED Z Irrigation Point of Connection (POC) No. 1 L BENCH MARK A B C D E F G H I J o SITE w Ni,NI ��,�� G 0 O ON HYGEIA AVE., APPROX. 195' NORTH OF JASON. BOAT SPIKE ON CENTERLINE (HYG PM003) ELEV. 91.830 NAVD 29 wc a O RECOMMENDED APPROVED BY BY DATE : = DATE : S /1/ lL Union St. GP-5A °i d o z V g 10 IL m Hydrozone 0 m TITLE SHEET PF x HA /IE ( ) CONSTRUCTION PLAN 5B o c 0 a im Area (Sq. ~ 0• w M PF x HA 1E 5E - 5F PLANTING PLAN 6A PLANTING LEGEND, NOTES & DETAILS 6B > ci PLANS PREPARED FOR: Shea Homes, LP 9990 Mesa Rim Road, Suite 200 San Diego, CA 92121 Phone: (858) 526-6551 PLANS PREPARED BY: Howard Associates, Inc. 5333 Mission Center Road, Suite 390 = a Phone: (619) 718-9660 J A 1 1,2,5,9 D 0.3 11,985 5,992.5 0.80 7,490 A 2 3,4,6,7,8 S 0.8 2,351 .4 1880.8 0.55 3,420 r83.6 Total 14,336 0 °I0 10,910 MAWA Calculation: LA = 14,336 square feet (Total from Column F of project Hydrozone Table) SLA = 0 square feet MAWA = (42.9)(0.62)[(0.7 x 94,336) + (0.3 x 0)] = 266,916 gallons per year Estimated Total Water Use (ETWU) Calculation Hydrozone 1- Turf.- ETWU = (42.9)(0.62)[(0.8 x 2,351)10.55] = 90,955 Hydrozone 2- Shrub: ETW U = (42.9)(0.62)[(0.3 x 11,985)/0.55] = 119,541 Total ETWU: 90,955 + 119,541 = 210,497 gallons per year Vicinity Map a Not To Scale APPROVED Z REFERENCES L BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT DESIGN DRAWN CHECKED Leucadia Blvd. CD DRAWING NO. ? PROJECT o SITE w Ni,NI ��,�� ai Q I -5 rn o ON HYGEIA AVE., APPROX. 195' NORTH OF JASON. BOAT SPIKE ON CENTERLINE (HYG PM003) ELEV. 91.830 NAVD 29 wc a O RECOMMENDED APPROVED BY BY DATE : = DATE : S /1/ lL Union St. GP-5A VICINITY MAP NO SCALE NEW SHEET SHEET TITLE SHEET NUMBER TITLE SHEET 5A CONSTRUCTION PLAN 5B CONSTRUCTION LEGEND, NOTES & DETAIt -S 5C IRRIGATION PLAN 5D IRRIGATION LEGEND, NOTES, & DETAILS 5E - 5F PLANTING PLAN 6A PLANTING LEGEND, NOTES & DETAILS 6B PLANS PREPARED FOR: Shea Homes, LP 9990 Mesa Rim Road, Suite 200 San Diego, CA 92121 Phone: (858) 526-6551 PLANS PREPARED BY: Howard Associates, Inc. 5333 Mission Center Road, Suite 390 San Diego, CA 92108 Phone: (619) 718-9660 2 00 0 N m a U 0 0 W 0 Z 0 rn ro D (n 0 a 0 of H Z U Z 0 (n W M M TO 17 N U Z andscape Title Sheet (A �-s - ,gu /crs ` a REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT DESIGN DRAWN CHECKED APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. A ADDED SHEET © AS b� Ni,NI ��,�� 5 ( /�L �,13 ��Axjlo,� g '�; ON HYGEIA AVE., APPROX. 195' NORTH OF JASON. BOAT SPIKE ON CENTERLINE (HYG PM003) ELEV. 91.830 NAVD 29 HORIZONTAL : N/A VERTICAL : NSA PLANS PREPAR ^ED UNDER SUPERVISION OF DATE \ R.LA N0.: 2681 JULIE VHOWAW EXP. 3/31/13 RECOMMENDED APPROVED BY BY DATE : = DATE : S /1/ lL VULCAN TOWNHOMES NORTH VULCAN AVENUE ENCINITAS, CALIFORNIA TM 02 -233 GP-5A Q 0 SHEET 5A OF 7 NEW SHEET :20'-0" 1 1 -bill APPROX END OF EX15"ili WALL FIELD VERIFY - -- - -- 7777777 !111 11C iii -------- ---- ----------- ----------- ------------------ 7 ----------- -------------- ------ ------------- ------------------------- q ---------- ------- -------------------------- ---- �![_ 13 - in If -1 0 if if RIO - 7 1) 13 ---------- It il l_c) 1111 I min. I t If BL ILDING C 6 Uiiiiiiiii1ITS '11 h - --- - ------- - --- - 4 -7 if lu ci R12 —oil C it 0==: 14 C) 1-411 F 1-011 If 0 �j If T 5u AS-%L 1 II If 5v 1 11 it Is t>xm MN1(eA4Mz> sy bxm it -of typ. 41-411 31-51 11 E 14 i 4`' if DING G B U dr B NOTE: 6, _041 TS il-' it SEE SHEET 50 FOR 1& 4'-0 0ON5TRUCTION y LEGEND, NOTES, AND ei-I I DETAILS. -7 17 0 . . . . . . ............. ..... F 0) 14 00 I Ij I i i bill 0) NOTE: SEE PLANS it 00 PREPARED E3)0' 0 10 OTHERS FOR SITE 0) LIrviiiii1i DESIGN. < 1& 0 MAILBOX C5 U Ltd Ld M POOP, 6 0) nature Ld ii I u D D 6 O• 0 APPROX END OF EXISTING WALL - rt of North Of Uj F FIELD VERIFY 0 1 5' 10' 30' z 0 '7 LL._LAL I I Scale 1 10' 16 - 12® a/ ris ❑ 1 1 Hardscape Construction zd — -- — -- — -- — -- — - — - 10 ""im 11! 111 11131.0311113MA [111 1 111: [111 113111131111111111 1;i an 1111,11111111 + I and Layout Plan I.. �� r-) I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT DFSIGN BY DRAWN BY CHECKED BY APPROVALS ENGINEERING DEPARTMENT DRAWING NO. 0 RDB MSB RDB CITY OF ENCINITAS C01) (n A2 ADDED SHEET A-A - 414112 ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED VULCAN TOWNHOMES < • As A111143 di-q-15 JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL N/A DATE: 9106–G (HYG PM003) ELEV. 91.830 NAVD 29 VERTICAL N/A R.LA NO. ILCII16% 13Y BY /LA - ILA NORTH VULCAN AVENUE GP-513 go JKE E. )OWARD EXP. 3/31/13 DATE DATE : 4 4117 ENCINITAS, CALIFORNIA TM 02-233 SHEET 5B OF =7 3: NEW S"IEF.-T GENERAL CONSTRUCTION NOTES I. ALL EXI5TIN& DIMENSIONS AND LOCATIONS OF EXISTING OBJECTS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEMENTS PRIOR TO BID. 2. ALL CONSTRUCTION SHALL, CONFORM TO MINIMUM SPECIFICATIONS AND REOUIREMENT5 OF REGIONAL, LOCAL AND STATE GOVERNMENTAL AGENCIES. 5. OWNER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERING. SUBMIT FINISH SAMPLES OF FLATWORK FOR OWNER APPROVAL PRIOR TO ORDERING. 4. PERMITS FOR ANY CONSTRUCTION DEPICTED IN THESE PLANS SHALL BE OBTAINED BY THE CONTRACTOR. 5. CONTRACTOR SHALL SHIELD EXI5TIN& WORK WITH V150UEEN TO PREVENT SPLATTERING OF CONCRETE OR MORTAR. 6. ALL PAVING SHALL SURFACE DRAIN AT MINIMUM I% AWAY FROM WALLS AND STRUCTURES TOWARD SWALE5. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOWARD 5WALE5. SEE CIVIL ENGINEERING DRAINAGE PLAN FOR ALL GRADING. -1. ALL WRITTEN DIMENSIONS ON PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. 8. IN CASE OF DISCREPANCIES BETWEEN WRITTEN SPECIFICATIONS AND GRAPHIC INFORMATION OR OTHER INFORMATION, THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION. O N v ICI n11 CONCRETE NOTES I. CONCRETE SHALL HAVE A MINIMUM 0OMPRE551VE STRENGTH AT 28 DAYS OF 2,500 PSI. CEMENT SHALL BE TYPE I. FINISH SHALL BE MEDIUM BROOM FINISH AND COLOR SHALL BE 'NATURAL GREY' UNLE55 OTHERWISE NOTED. PROVIDE 12" 5OUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFORCING SHALL COMPLY WITH A5TM A615, GRADE 40. 5. CONTRACTOR SHALL INSTALL FULL -DEPTH EXPAN51ON JOINTS AND SCORE JOINTS AS SHOWN ON PLANS AND DETAILS, AND ADD ADDITIONAL JOINTS WHERE NECESSARY TO CONTROL CONCRETE CRACK I N6. CARPENTRY NOTES: I. ALL LUMBER SHALL BE DOUGLAS FIR, NO. 2 GRADE OR BETTER, UNLE55 OTHERWISE INDICATED. ALL IN GROUND POSTS SHALL BE REDWOOD. 2. ALL LUMBER SHALL BE ROUGH, UNLE55 OTHERWISE INDICATED. 5. ALL CONNECTORS, ANCHORS AND ACCESSORIES, INCLUDING NAILS, SHALL BE STRUCTURAL STEEL AND SHALL BE HOT DIPPED GALVANIZED. ALL HARDWARE TO RECEIVE PAINT TO MATCH WOOD. 4. ALL WOOD OVERHEAD AND TRELLIS SURFACES SHALL BE PAINTED WITH ONE (1) GOAT OF EXTERIOR PRIMER AND TWO (2) GOATS OF HEATHER- RESISTANT ALKYD ENAMEL. COLOR SHALL MATCH ARCHITECTURAL TRIM UNLE55 NOTED OTHERWISE. PRIME PRIOR TO ASSEMBLY. MASONRY NOTES I. ALL STUCCO WALLS SHALL BE WATER SEALED WITHIN 50 DAYS OF STUCCO COLOR. ALL STUCCO SHALL MATCH ARCHITECTURE IN FINISH, EXCEPT AS NOTED. Stucco Sign Wall D 1"1 MIN I' -6" COMBO WALL SECTION NOT TO SCALE SECTION O8" GMU WALL - &ROUT FILL ALL CELLS O212"N X 95"H BLOCK SURROUND O3 8" A X 4 "H BLOCK GAP O4 STUCCO GOAT TO MATCH ADJACENT WALL - GROWN GAP TO DRAIN O516NA&E BY OWNER O6 FIN15H GRADE OCONCRETE FOOTING OS #4 REBAR CONT. IN FOOTING O#4 REBAR VERT o 16" O.G. 10 COMPACT 5U56RADE PER SOILS REPORT II COMBINATION 2' STUCCO WALL, 5' TUBULAR STEEL FENCE PER DETAIL 12 STUCCO PILASTER PER DETAIL Not to Scale NOT TO SCALE Block Wall /Tubular Steel Fence I91 50LID HALL SECTION NOT TO SCALE 15 I' -6" PILASTER SECTION NOT TO 50ALE WE I ,_ II 4� II 0 ADJACENT CONCRETE WALKWAY OCOLORED TOP SURFACE COURSE 50/50 COLOR BLEND OPOUR -IN -PLACE SHREDDED 55R CUSHION LAYER (DEPTH PER FALL HE 16HT REOU I REMENT5) O#4 REBAR CONTINUOUS O6 PLAY AREA CURB OFILTER FABRIC - WRAP UP @ CURB. DOUBLE LAYER ® DRAIN. SECURE IN PLACE O8 1 -1/2" 50. CONTINUOUS KEYWAY OCOMPACTED CLA55 11 BASE - DEPTH PER MANUFACTURER'S RECOMMENDATIONS 10 5/4" CRUSHED ROCK &RAVEL II 4" DIA. PERFORATED DRAIN MIN. 1% FALL, PIPE - WRAPPED IN MIRAFI FILTER FABRIC - CONNEGT TO AREA DRAINAGE SYSTEM. O4 COMPACTED 5UBISRADE NOTE: TOP SURFACE COLOR SHALL BE CHOSEN BY LANDSCAPE ARCHITECT AT TIME OF INSTALLATION. Poured in Place Play Area Surfacing ANOT TO SCALE 5EGTION NOT TO SCALE Concrete Paving OI 4" CONCRETE PAVING - 2500 PSI • 28 DAYS UNLESS OTHERWISE SPECIFIED O2 2" BASE IF REQUIRED BY SOILS REPORT O #5 REBAR • IS" O.G. OR 6X6 IOXIO KW O4 COMPACTED SL86RAVE SO 1/2" PREFORMED FELT EXPANSION JOINT WITH I /4" RADIUS o WOES O6 I /4" SAWGUT OR TOOLED SCORE JOINT PER CONSTRUCTION PLAN NOTE: ALL SUB -BASE AND REINFORCEMENT SHALL BE PER 5011_5/5TRIJGTURAL ENGINEER. OI 12" X 12" BLOCK PILASTER - GROUT ALL CELLS WITH REBAR O2 6" HIDE BLOCK WALL - GROUT ALL CELLS WITH REBAR O3 2" BLOCK GAP ® #4 REBAR - ALL FOUR CORNERS Y O #4 REBAR RING © #4 REBAR CONTINUOUS Q #4 REBAR a 16" O.G. ® STUCCO GOAT - COLOR AND FINISH TO BE SELECTED BY DEVELOPER - GROWN GAP TO DRAIN ® I -7/8" O.D. ROUND TUBULAR STEEL P05T WITH GAP ® 8' -O" O.G. MAX SPACING - PRIME AND PAINT WITH TWO GOATS OF RUST RE515TANT ENAMEL - COLOR TO BE SELECTED BY DEVELOPER 10 I -5 /8" O.D. ROUND TOP AND BOTTOM RAILS - PAINT TO MATCH POSTS II 5/4" O.D. ROUND PICKETS ® 4" O.G. SPACING - PAINT TO MATCH POSTS 12 GORE DRILL KALL AND SET FENCE P05T WITH NON - SHRINKING GROUT 13 FINISH GRADE 14 CONCRETE FOOTING' 15 COMPACT 5UBGRADE PER SOILS REPORT Q& 10 X 2 X I6 GMU GAP - GRAY COLOR mV 1*A4mC gam( I MSP94 ;Fw-m Construction Legend SYMBOL DESCRIPTION 0 DCONCRETE WALK - MEDIUM ACID ETCH FINISH, DAMS 'SAN DIE60 BUFF' INTEGRAL COLOR 5B 2 SHOVEL OUT LAWN EDGE 3 PLAY EQUIPMENT - HA65 'AP15TA' STRUCTURE - INSTALL PER MANUFACTURER SPECIFICATIONS. AVAILABLE AT MIRACLE PLAY EQUIPMENT, AWW.MIRAGLEPLAY6ROUND.GOM O4 ADA ACCESSIBLE PICNIC TABLE - ULTRAPLAY 55- 1- PRb -S, BLUE, AVAILABLE AT MIRACLE PLAY EQUIPMENT, 0 WWW.MIRA0LEPLAY6ROUND.GOM c0 rn OTRASH ENCLOSURE PER CIVIL ENGINEERING PLANS. N.I.G. CIO (� EXISTING 5' HT. MA50NRY PERIMETER HALL -j 2' HT. MASONRY HALL WITH 5' TUBULAR STEEL VIEW FENCE PANEL5 B 56 °0 8 STUCCO 51614 HALL 56 Oq PEBBLEFLEX RUBBERIZED MAT PLAY 5URFACIN6 WITH CONCRETE EDGE, A COLOR MIX ROYAL BLUE/LI&HTBLUE/YELLOA, AVAILABLE AT MIRACLE 5B 0 PLAY EQUIPMENT, AWA.MIRAGLEPLAY(SROUND.GOM o c� 10 CONCRETE 51DEAALK PER CIVIL ENGINEERING PLANS, N.I.G. o 11 MAILBOX STRUCTURE BY OWNER. N.I.G. z a D U' 12 EXISTING WALL TO REMAIN - ADD IOX2XIb BLOCK GAP TO MATCH r>B C -- STUCCO IN51DE OF WALL r� 13 STAIRS PER ARCHITECTURAL PLANS, N.I.G. 14 PORCH RAILIN6 PER,ARG`HJ:TEGTURAL- PLAN5, N.I.G. N 0 15 4' AIDE LOCKIN(S TUBULAR STEEL (SATE TO MATCH FENCE 0 D 16 STUCCO PILASTER ®40' O.G. SPACING ALONG WLGAN AVE. 56 Of li NEW 5' HT WALL - STUCCO BOTH SIDES 18 NEW 5' HT WALL - STUCCO ONLY PROJECT INTERIOR SIDE OF HALL B o W LOM M M Construction Details I - As - 6ullw5 DESIGN BY DRAWN BY CHECKED BY 0 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT ROB Mse Roe APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. 0 0 ADDED SHEET ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED UNDER SUPERVISION OF �'M HORIZONTAL : N/A RECOMMENDED APPROVED VULCAN TOWNHOMES 91 0 6 — (;� As 01LTS � R-0Q •aj.;o JASON. BOAT SPIKE ON CENTERLINE DATE : ' �' I w °� t (HYG PM003) N/A R.L.A. NO.: A334✓?.& 1 NORTH VULCAN AVENUE P 3 ELEV. 91.830 NAVD 29 VERTICAL : BY BY � �� J E E- . O ARD EXP. 3/31/13 DATE DATE 5.0e 1.0112 ENCINITAS, CALIFORNIA TM 02 -233 SHEET 5C OF 7 NEUV SHEET �ot I I NOTI =: I KK Cv I C) N L.I N55 5HUY4N IN-4- BUILDING FOR GRAPHIC CLARITY ONLY. 1 ' F1, LOCATE ALL LINES WITHIN �' I O• _ ' ' ' BL 1 I LD , I}�L. ITIN& AREAS. j / 16.9 A -q LAWPI 6.0 1 to covQryA 'o W ' L7E.� (� ,N I ' ' I'I U AWN I r I - A 18.2 4 15. A- � AR•D I F I ' I 3/4 LAWN Lpyoln \;}� I .13 13VTJI i i I i I� IV I I p L.jc IS I�F1-E I I I 1 I I / - r - �_. - -- -- - -- /4 —� -! r — - • _va 3/4 3/4 I 4 w �4v 9 w w w w - - NI — w ' I / anL I I I I�IIElA76D gi ��i-i� / - — - - - - I I1NU� I I NSP�s.TOR- oe►.1E I IL 1 , UJ t I I I I Y' 0 SLEEVE WATER LF 1 DOWNSTREAM OF ME WHERE P L POINT OF GONNEGTIO TO BE A I" POTABL -,., A /A M\ CLARITY ONLY. I I "I �' ' ' PER OWNER'S DIRECTION. ELEG IGAL PRE INSTALL BAGKFLOW r I -I /4 I SERVICE TO BE FROM HOUSE ME R �Qt GRAPHIC 7ER INSIDE WALL /3�1 a ��j III ' I I� ' INSIDE PROJECT III ( %%� h" i� ��( 2'- Ili ' 2 1Q I I 1� __J I I I I I PROPERTY BOUNDARY. 1 - - _ _ - _ - - - _ C - I / �11 I - -- - - -- - - - -- - - - - -� I ' ti t1 = - - - -- — II I I - - -- -- - - - _ _ - - - - 3 ______ - -C� I 14 b P SEE SHEETS 5E AND 5F FOR IRRIGATION LEGEND, NOTES AND DETAILS North # 0 5' 10' 30' lie C1%) - , Li I - - - Scale 1 10 x - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - — — — — — — — — — — —— — — — —— a FEEsaamMENovmff -amismWEINSa as W D� i W �� M��N� oa B�� W �� _� � a ��WW . AR€ a ds Bases so FN FIRMIR &am silting" a irrigation PILan I > DESIGN BY DRAWN BY CHECKED BY CITY O F E N C i N I TA S ENGINEERING DEPARTMENT DRAWING N0: REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT ROB MSB ROB APPROVALS 2Q ADDED SHEET AA , Al) 4/4/12. ` A%W, ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED ER SUPERVISION OF RECOMMENDED APPROVED VULCAN TOWNHOMES 9 10 6 -G AS BN�� cD:.� `� 13 �J W JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL : N/A DATE : �' \ /. ' \ L� (HYG PM003) NSA ` - R.L.A. NO`,- `Z�fb�� NORTH VULCAN AVENUE GP-5D1 ELEV. 91.830 NAVD 29 VERTICAL : BY BY JUL E. WAR EXP. 3/31/13 DATE DATE : 4/41 iz ENCINITAS, CALIFORNIA TM 02 -233 SHEET 50 OF 7 NEW SKIET 0 c0 rn I rn �o 00 0 N QI Q U O O w 0 z a C rn M 7 (n D Q O of w Ld H Z w U z O U) 7 01 COPPER UNION Irrigation Legend Ot ROUND GREEN PLASTIC VALVE (1 OF 2) 2 MANUFACTURER MODEL BOX, AMATEK OR EQUAL 20 FINISH GRADE GPM RADIUS PSI 20 REDUCED PRESSURE RAIN BIRD 1806 - SAM - PRS -50 -PGS POP -UP TURF SPRAY HEAD OUTSIDE WALL 5' BACKFLOW ® RAIN BIRD 03 BALL VALVE POP -UP TURF SPRAY HEAD .20 5' 3 PREVENTER ® RAIN BIRD 04 INTEGRAL UNIONS POP -UP TURF SPRAY HEAD .41 5' 4 1 O COADAPTERA(1 RAIN BIRD 05 PVC SCH. 40, 45' ELL (TYP) 1 VARIES OF 2) 50 60 PVC PRESSURE MAINLINE RAIN BIRD I5O4- 5AM - PR5 -S0-PG5 POP -UP TURF SPRAY HEAD 5 O COPPER 90' ELL 8' 30 PIPE (SEE SPECS.) RAIN BIRD (D CONTROLLER: (1 OF 4) .52 8' 07 1 CU. FT. PEA GRAVEL e RAIN BIRD I5O4- 5AM - PR5 -5F -PG5 OS COPPER PIPE 1.1 8' 1 2 O 2X4 REDWOOD OR BRICK O 10UTINCHR PVC LSCH 40 CONDUIT (TYPICAL) POP -UP TURF SPRAY HEAD VARIES BLOCKING 30 RAIN BIRD 12" POP -UP TURF SPRAY HEAD .4 _ _ O DEPTH -SEE SPECIFICATIONS 30 Q AND FITTINGS O FINISH GRADE POP -UP TURF SPRAY HEAD .8 _ 30 O WIRES TO REMOTE CONTROL 6 maim O PVC MALE I5O4- 5AM - PRS -IOF -PG5 POP -UP TURF SPRAY HEAD III .III I I I - 10' 30 VALVES ADAPTER 1804- 5AM - PR5 -I0VAN -PG5 POP -UP TURF SPRAY HEAD 3 4 10' O JUNCTION BOX 7 OS IRRIGATION 1804- 5AM - PRS -120 -PG5 O 5 12' O 1 -INCH PVC SCH 40 CONDUIT AND FITTINGS MAINLINE PIPE 1804- 5AM - PR5 -I2H -PG5 POP -UP TURF SPRAY HEAD 1.3 12' 30 TO POWER SUPPLY COPPER FEMALE 18O4- 5AM - PRS -I2F -PG5 POP -UP TURF SPRAY HEAD 2.65 12' 2 ' RAIN BIRD ISO4- 5AM - PR5 -12VAN -PG5 POP -UP TURF SPRAY HEAD VARIES 12' 4 �} �1 ADAPTER I5O4- 5AM - PR5 -15Q -PG5 POP -UP TURF SPRAY HEAD 6 15' 30 Q 10 8 1804- 5AM - PR5 -15H -PG5 POP -UP TURF SPRAY HEAD 1.85 15' 30 E) v 10 COPPER PIPE FROM 1804- SAM - PR5 -15F -P05 POP -UP TURF SPRAY HEAD 3.7 15' 3 t� POINT -OF- 18O4- SAM - PR5 -15VAN -PG5 POP -UP TURF SPRAY HEAD VARIES 15' 5 NOTE: CONNECTION I5O4- 5AM - PR5 -15E5T -PG5 POP -UP TURF SPRAY HEAD 0.65 4'X15' 30 1. INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES AND HEALTH I5O4- 5AM - PR5 -1555T -PG5 POP -UP TURF SPRAY HEAD 7 8 4'X30' 50 DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR TO INSTALLATION. 1806- 5AM - PR5 -50-PG5 POP -UP SHRUB SPRAY HEAD .10 5' 50 ® A BACKFLOW PREVENTER I5O&- 5AM - PRS -5H -PG5 B BALL VALVE 5' C CONTROLLER ® RAIN BIRD 1806 -SAM- PR5- 51`4105 POP -UP SHRUB SPRAY HEAD .41 NTS 50 RAIN BIRD I5O& -5AM- PRS -5VAN -PG5 POP -UP SHRUB SPRAY HEAD VARIES 5' 0 01 FINISH GRADE/TOP OF MULCH I5O6 -5AM- PRS -5Q -PG5 POP -UP SHRUB SPRAY HEAD 4" MIN. CLEARANCE 8' 30 V 1 2 3 02 QUICK- COUPLING VALVE: 1806 -5AM- PR5 -8H -P05 POP -UP SHRUB SPRAY HEAD 1 = " ° (D PAVING 2 DITCH 02 8' t V O VALVE BOX WITH COVER: 6 SIZE 1806 -5AM- PR5-8F -PG5 POP -UP SHRUB SPRAY HEAD / \\ \\ �\ 3 SLEEVES / �� O 8' vV O O -INCH I5O6 -5AM- PR5 -8VAN -PG5 POP -UP SHRUB SPRAY HEAD VARIES 8' 30 04 3 -INCH MINIMUM DEPTH OF \j \ \ \/ O4 PVC CAP ' �� O1 PLANT MATERIAL 3/4 -INCH WASHED GRAVEL 4 (TYPICAL) \��\ 3 02 FINISH GRADE /TOP OF MULCH OS PVC SCH 80 NIPPLE � // j ��j�j 5 (LENGTH AS REQUIRED) 03 POP -UP SPRAY SPRINKLER: 6 06 BRICK (1 OF 2) 4 3 18" MIN.I~ Z 07 PVC SCH 40 STREET ELL 04 PVC SCH 80 NIPPLE O PVC SCH 40 TEE OR ELL (LENGTH AS REQUIRED) 5 O 24' MIN. TO FINISH GRADE 05 PVC SCH 40 ELL PVC MAINLINE PIPE 06 PVC SCH 40 STREET ELL - 10 PVC SCH 40 ELL 1 4 O PVC SCH 40 TEE OR ELL 11 2" x 2" REDWOOD STAKE W/ STAINLESS STEEL GEAR �� " ° ��', "" \ 5 PVC O8 PVC LATERAL PIPE CLAMPS OR EQUIVALENT \ \ \ \ \� SUPPORT SYSTEM \\ / \ \ \ /� \ / \ \ \j� \j� \\j NOTE: FOR SLOPE Z8•• MAX. APPLICATIONS, MOUNT HEAD PERPENDICULAR TO DIRECTION OF SLOPE. 11 10 9 8 7 4 NOTES: 6 4 6 7 8 1. ALL PVC IRRIGATION SLEEVES TO BE CLASS 200 PIPE. NOTE: 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE NOMINAL QUICK COUPLING VALVE INLET SIZE. TO 24- INCHES MINIMUM ABOVE FINISH GRADE. H POP-UP SPRAY SPRINKLER 4. MECHANICALLY TAMP TO 95% PROCTOR. F QUICK - COUPLING VALVE G SLEEVING SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN 01 30 -INCH LINEAR LENGTH OF AND WIRING IN PIPE _ PIPE CONDUIT WIRE, COILED THE SAME TRENCH - 02 WATER PROOF CONNECTION 6 O (3 ID TAG OREMOTE CONTROL VALVE: 3" MIN. Z ( VALVE BOX WITH COVER: 12 -INCH SIZE HUM ® + 8 O FINISH GRADE /TOP OF MULCH PLAN VIEW O PVC SCH 80 NIPPLE (CLOSE) WIRE W/O CONDUIT 9 08 PVC SCH 40 ELL 000 0 0% �poO �gR(' 10 O PVC SCH 80 NIPPLE 2 (LENGTH AS REQUIRED) 10 BRICK (1 OF 4) WALL OR FENCE 11 PVC MAINLINE PIPE OEXTERIOR (SEE NOTE) 12 SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND 3 RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24 -INCH LOOP IN SCH 40 ELL 20 MODEL SOLAR SYNC -SEN AND BESIDE MAINLINE. PLASTIC PIPING TO ALL WIRING AT CHANGES TAPE AND BUNDLE 16 15 14 13 12 11 13 PVC SCH 40 TEE OR ELL AT BE SNAKED IN OF DIRECTION OF 30' 10 -FOOT INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE 14 PVC SCH 40 MALE ADAPTER O RUN LEAD WIRES TO CONTROLLER NOTE AFTER ALL CONNECTIONS S: HAVE BEEN MADE. 15 PVC LATERAL PIPE 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH CLASS 200 PVC TWICE THE 16 3.0 -INCH MINIMUM DEPTH OF DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 3/4 -INCH WASHED GRAVEL 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. NOTE: MOUNT ON ANY SURFACE L PIPE & WIRE TRENCHING I REMOTE CONTROL VALVE WHERE IT WILL EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SPRINKLER SPRAY. K HUNTER SOLAR SYNC AS- gu1LT HVim' /� �fe� D-`- nature -- RenewalDate Wm%ewm 8Y DA-M 1 Date NSP6LZC�R_ pAtTE. REVISIONS U ADDED SHEET ny A5 BNI-c-TS APPROVED DATE (3 REFERENCES DATE ^Lug b� 8 -16.13 BENCH MARK ON HYGEIA AVE., APPROX. 195' NORTH OF JASON. BOAT SPIKE ON CENTERLINE (HYG PM003) ELEV. 91.830 NAVD 29 SCALE I COMMUNITY DEVELOPMENT DEP'T �NDER SUPERVISION OF LAWS PREPARED l HORIZONTAL N/A I, 11 DATE ' 12 VERTICAL N/A R.LA. NO. : 2(yal J OWARD EXP. 3/31/13 IRRIGATION NOTES I. THE PURPOSE OF THIS IRRIGATION DESIGN IS TO PROVIDE A FULLY OPERATIONAL SYSTEM NHICH EVENLY, ADEQUATELY, AND EFFICIENTLY, PROVIDES HATER FOR OPTIMAL PLANT GROWTH. NOTWITHSTANDING THE ACTUAL IRRIGATION EQUIPMENT SHOWN ON THIS PLAN, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A SYSTEM NHIGH ACHIEVES THIS PURPOSE, AND PROVIDES UNIFORM COVERAGE, WITH MATCHED PRECIPITATION RATES WITHIN EACH EACH VALVE SYSTEM, TO ALL PLANTED AREAS, WHILE AVOIDING OVERSPRAY ONTO OR INTO NON - PLANTED AREAS. 2. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 5. CONTRACTOR SHALL KEEP THE PREMISES GLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. 4. A. ALL RISERS SHALL BE P.V.G. SCHEDULE 80. B. ALL PIPE FITTINGS SHALL BE P.V.G. SCHEDULE 40. 5. A. ALL WIRE SHALL BE ANO -UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN -TITS CONNECTORS OR EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL NIRE5 SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE (COILED) AT THE END OF EACH HIRE RUN. B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE 6. BAGKFLON PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATION5 AND MANUFACTURER'S SPECIFICATIONS. 7. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LONER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. 8. ALL PRESSURE MAINLINES SHALL HAVE EIGHTEEN (IS) INCHES OF COVER, AND ALL LATERALS SHALL HAVE TWELVE (12) INCHES OF GOVER. TRENCH BAGKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BAGKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. 9. ALL AUTOMATIC, VALVES SHALL BE LOCATED WITHIN SHRUB AREAS. VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 10. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC. SCHEDULE 80 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS 11. AUTOMATIC, CONTROLLERS SHALL BE SIZE AND TYPE AS NAMED, AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE OWNER. 12. PRIOR TO BAGKFILLINO IRRIGATION TRENCHES: A. ALL MAINLINES IN THE SYSTEM SHALL BE GAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. G. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 13. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, HALLS, AND DRIVES. 14. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL NORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL HATER ON A DAILY BASIS. 15. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. .-t Irri g ation Details APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. RECOMMENDED APPROVED VULCAN TOWNHOMES 9106-G BY BY NORTH VULCAN AVENUE GP-5E DATE DATE 4 .14/ IZ ENCINITAS, CALIFORNIA TM 02 -233 SHEET 5E OF 7 NEW SHE�.� 0 rn I ao n 00 O N O) 0 U 0 w 0 z Q N 0 rn M w V) d a 0 Of Of w r z w U z 0 rn rn PI) M M 0 0 Q 0 a O x Irrigation Legend SYMBOL MANUFACTURER MODEL DESCRIPTION GPM RADIUS PSI RAIN BIRD 1806 - SAM - PRS -50 -PGS POP -UP TURF SPRAY HEAD .10 5' 30 ® RAIN BIRD 1806 - 5AM - PRS -514-PGS POP -UP TURF SPRAY HEAD .20 5' 50 ® RAIN BIRD 180&- 5AM - PRS -5F -P0S POP -UP TURF SPRAY HEAD .41 5' 50 RAIN BIRD I5O6- 5AM - PR5 -5VAN -P05 POP -UP TURF SPRAY HEAD VARIES 5' 50 RAIN BIRD I5O4- 5AM - PR5 -S0-PG5 POP -UP TURF SPRAY HEAD .50 8' 30 Q• RAIN BIRD I5O4- 5AM - PR5 -SH -PG5 POP -UP TURF SPRAY HEAD .52 8' 30 e RAIN BIRD I5O4- 5AM - PR5 -5F -PG5 POP -UP TURF SPRAY HEAD 1.1 8' 50 RAIN BIRD I5O4- 5AM -PR5 -EVAN -PG5 POP -UP TURF SPRAY HEAD VARIES 8' 30 RAIN BIRD 1804- SAM- PR5 -100 -PG5 POP -UP TURF SPRAY HEAD .4 10' 30 Q RAIN BIRD 1804- 5AM - PR5-IOH -P0S POP -UP TURF SPRAY HEAD .8 10' 30 m RAIN BIRD I5O4- 5AM - PRS -IOF -PG5 POP -UP TURF SPRAY HEAD 1.6 10' 30 RAIN BIRD 1804- 5AM - PR5 -I0VAN -PG5 POP -UP TURF SPRAY HEAD VARIES 10' 30 RAIN BIRD 1804- 5AM - PRS -120 -PG5 POP -UP TURF SPRAY HEAD 0.65 12' 30 RAIN BIRD 1804- 5AM - PR5 -I2H -PG5 POP -UP TURF SPRAY HEAD 1.3 12' 30 In RAIN BIRD 18O4- 5AM - PRS -I2F -PG5 POP -UP TURF SPRAY HEAD 2.65 12' 30 RAIN BIRD ISO4- 5AM - PR5 -12VAN -PG5 POP -UP TURF SPRAY HEAD VARIES 12' 30 �} RAIN BIRD I5O4- 5AM - PR5 -15Q -PG5 POP -UP TURF SPRAY HEAD 0.12 15' 30 Q RAIN BIRD 1804- 5AM - PR5 -15H -PG5 POP -UP TURF SPRAY HEAD 1.85 15' 30 E) RAIN BIRD 1804- SAM - PR5 -15F -P05 POP -UP TURF SPRAY HEAD 3.7 15' 30 t� RAIN BIRD 18O4- SAM - PR5 -15VAN -PG5 POP -UP TURF SPRAY HEAD VARIES 15' 30 RAIN BIRD I5O4- 5AM - PR5 -15E5T -PG5 POP -UP TURF SPRAY HEAD 0.65 4'X15' 30 RAIN BIRD I5O4- 5AM - PR5 -1555T -PG5 POP -UP TURF SPRAY HEAD 1.30 4'X30' 50 RAIN BIRD 1806- 5AM - PR5 -50-PG5 POP -UP SHRUB SPRAY HEAD .10 5' 50 ® RAIN BIRD I5O&- 5AM - PRS -5H -PG5 POP -UP SHRUB SPRAY HEAD .20 5' 50 ® RAIN BIRD 1806 -SAM- PR5- 51`4105 POP -UP SHRUB SPRAY HEAD .41 5' 50 RAIN BIRD I5O& -5AM- PRS -5VAN -PG5 POP -UP SHRUB SPRAY HEAD VARIES 5' 30 RAIN BIRD I5O6 -5AM- PRS -5Q -PG5 POP -UP SHRUB SPRAY HEAD .50 8' 30 V RAIN BIRD 1806 -5AM- PR5 -8H -P05 POP -UP SHRUB SPRAY HEAD .52 8' 30 V RAIN BIRD 1806 -5AM- PR5-8F -PG5 POP -UP SHRUB SPRAY HEAD 1.1 8' 30 RAIN BIRD I5O6 -5AM- PR5 -8VAN -PG5 POP -UP SHRUB SPRAY HEAD VARIES 8' 30 IRRIGATION NOTES I. THE PURPOSE OF THIS IRRIGATION DESIGN IS TO PROVIDE A FULLY OPERATIONAL SYSTEM NHICH EVENLY, ADEQUATELY, AND EFFICIENTLY, PROVIDES HATER FOR OPTIMAL PLANT GROWTH. NOTWITHSTANDING THE ACTUAL IRRIGATION EQUIPMENT SHOWN ON THIS PLAN, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A SYSTEM NHIGH ACHIEVES THIS PURPOSE, AND PROVIDES UNIFORM COVERAGE, WITH MATCHED PRECIPITATION RATES WITHIN EACH EACH VALVE SYSTEM, TO ALL PLANTED AREAS, WHILE AVOIDING OVERSPRAY ONTO OR INTO NON - PLANTED AREAS. 2. THE IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 5. CONTRACTOR SHALL KEEP THE PREMISES GLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. 4. A. ALL RISERS SHALL BE P.V.G. SCHEDULE 80. B. ALL PIPE FITTINGS SHALL BE P.V.G. SCHEDULE 40. 5. A. ALL WIRE SHALL BE ANO -UF, DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN -TITS CONNECTORS OR EQUAL. EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL NIRE5 SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE (COILED) AT THE END OF EACH HIRE RUN. B. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE 6. BAGKFLON PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON THE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATION5 AND MANUFACTURER'S SPECIFICATIONS. 7. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LONER ELEVATION HEADS WHEN SYSTEM IS TURNED OFF. 8. ALL PRESSURE MAINLINES SHALL HAVE EIGHTEEN (IS) INCHES OF COVER, AND ALL LATERALS SHALL HAVE TWELVE (12) INCHES OF GOVER. TRENCH BAGKFILL SHALL BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BAGKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. 9. ALL AUTOMATIC, VALVES SHALL BE LOCATED WITHIN SHRUB AREAS. VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 10. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH PVC. SCHEDULE 80 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS 11. AUTOMATIC, CONTROLLERS SHALL BE SIZE AND TYPE AS NAMED, AND INSTALLED WHERE INDICATED ON IRRIGATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE PROVIDED BY THE OWNER. 12. PRIOR TO BAGKFILLINO IRRIGATION TRENCHES: A. ALL MAINLINES IN THE SYSTEM SHALL BE GAPPED AND PRESSURE TESTED AT 125 P.S.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. B. ALL LATERALS SHALL BE PRESSURE TESTED AT DESIGN PRESSURE FOR ONE HOUR. G. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 13. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS TO PROVIDE EVEN COVERAGE AND TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, HALLS, AND DRIVES. 14. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE OWNER'S AUTHORIZED REPRESENTATIVE, SHALL PERFORM A COVERAGE TEST OF WATER AFFORDED THE PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL NORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL HATER ON A DAILY BASIS. 15. THE IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. .-t Irri g ation Details APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. RECOMMENDED APPROVED VULCAN TOWNHOMES 9106-G BY BY NORTH VULCAN AVENUE GP-5E DATE DATE 4 .14/ IZ ENCINITAS, CALIFORNIA TM 02 -233 SHEET 5E OF 7 NEW SHE�.� 0 rn I ao n 00 O N O) 0 U 0 w 0 z Q N 0 rn M w V) d a 0 Of Of w r z w U z 0 rn rn PI) M M 0 0 Q 0 a O x Detail C103 I I I I I I I I I I I 1 1 I I I I I I I I � I I I I I I I L - -- x —L —J REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline START CONNECTION MALE ADAPTER SUPPLY HEADER Techline@ CV TUBING ISLAND PERIMETER Techline TEE Techline ELL MANUAL FLUSH VALVE PLUMBED TO Techline@ CV Techline@ CV ISLAND LAYOUT DETAIL — NO SCALE Detail C301 H FINISH GRADE SEE PLANS FOR DIMENSION Techline CV TUBING BACKFILLED TRENCH (FREE OF DEBRIS) Techline CV TRENCHING NO SCALE Details E260a FINISH GRADE I . I Techline 180° 2 —WAY TEE SEE SPECS Techline TUBING SEE SPECS 3/4" SCH 80 PVC NI PVC TEE (SxSxT) PVC PIPING--i Techline START CONNECTION (W/ PVC RISER) SECTION — NO SCALE Detail C105 MANUAL FLUSH VALVE PLUMBED TO PVC AREA PERIMETER Techline START CONNECTION EXHAUST HEADER Techline TEE — Techline CV DRIPPERLINE LATERAL SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline CV IRREGULAR AREAS: ODD CURVES DETAIL — NO SCALE Detail C132 J�T VI \/"1YLL JVIVII (1 CUBIC FOOT) BRICK SUPPORTS (THREE) Techline@ CV LATERAL ( OR EXHAUST HEADER) VALVE BOX (INSTALL PER SPECS) Techline SHUT —OFF VALVE # TLSOV (BLANK TUBING MAY E ATTACHED TO OUTLET) Techline@ CV MANUAL LINE FLUSH VALVE SECTION — NO SCALE NO mm Wil NJ 14 AN., 6" MAX. PLANS FOR Techline CV LATERAL SPACING SUB GRADE Techline CV SUBGRADE INSTALLATION NO SCALE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY MODEL: TLSOV 17mm BLANK TUBING EXHAUST HEADER MODEL: TLCVO Techline® CV DRIP TUBING. FLOW, DRIPPER SPACING, LINE SPACING PER NETAFIM INSTALLATION GUIDELINES INSERT TEE (TYP) MODEL: TLTEE TREE TRUNK 6 —INCH SOIL STAPLE (TYP) MODEL: TLS6 Detail C102 NETAFIM INSTALLATION Detail C101 • 17mm BLANK TUBING Detail C104 MODEL: TLCVO MF MANUAL FLUSH VALVE INSERT CROSS (TYP) MODEL: TLCROS 1/2 —INCH MALE ADAPTER PLUMBED TO PVC OR POLY MODEL: TL050MA SCH. 40 PVC DRIP LATERAL REMOTE CONTROL r - - — — — — — — , \ SCH. 40 PVC 1/2 —INCH FEMALE THREADED TEE NOTES TO DESIGNER: 1. INSTALL FIRST Techline° CV LOOP 18— INCHES FROM CENTER OF TREE TRUNK. VALVE WITH DISC I 2. INSTALL Techline® CV TUBING ON SURFACE TO A MAXIMUM OF 6— INCHES BELOW GRADE, STAPLE IN PLACE PER MANUFACTURER'S RECOMMENDATION, BACKFILL, AND SPREAD SURFACE TREATMENT AS DIRECTED BY OTHERS. 3. INSTALL Techline@ CV FILTER AND PRV I I Techline START v �� MF — �MANUAL FLUSH VALVE CONNECTION MALE ADAPTER 1 PLUMBED TO PVC OR POLY I I PVC OR POLY SUPPLY HEADER I Detail D221 T / '—AREA PERIMETER ( I I I PVC OR POLY EXHAUST HEADER / I I I I I / Techline START I I / I I CONNECTION I ( PVC OR POLY SUPPLY HEADER 1" / Techline CV DRIPPERLINE I I MALE ADAPTER I FINISH GRADE / I I I / I I I I I Techline START / I Techline START Techline@ CV TUBING I CONNECTION VALVE BOX — / CONNECTION I I I SEE DETAIL 4 OF 4 SEE SPECS. SEE -SPECS I MALE ADAPTER I I I I I I AREA PERIMETER I 4 LINE FLUSHING / 1 EXHAUST HEADER I O �— REMOTE CONTROL VALVE TL050MFV -1 / I I VALVE WITH DISC / I I I I I I I I FILTER AND PRV POLYETHYLENE / / Techline TEE I I I 1 1 I PERIMETER POLYETHYLENE TUBING WITH 70C LATERAL (OR EXHAUST HEADER) / 1 REMOTE CONTROL I I 1 1 STAINLESS STEEL 0 � 0o � / VALVE WITH DISC I I I I 1 I 1 ^ CLAMP o I FILTER AND PRV I I BRICK SUPPORTS i I I 1 1 (THREE) INSERT FEMALE 1 1 I I Techline@ CV TUBING o q I 3/4" GRAVEL SUM ADAPTER (SIZE ` �� I ( I I I o o I (1 CUBIC FOOT) ct `t, `f / REDUCING BUSHING SUPPLY HEADER PVC OR POLY EXHAUST HEADER I I Jo 0 0 1' MPT X 1/2" FPT / � I LOo4}?04f'o4f?0f'j I I PERIMETER LATERALS I I 2° TO 4" FROM EDGE L_ — — — — 1 L - - - -- - - - - PERIMETER LATERALS Techline LINE FLUSHING VALVE -J MF 2" TO 4" FROM EDGE MF MANUAL FLUSH VALVE PLUMBED TO PVC OR POLY SECTION (PLUMBED TO POLY) — NO SCALE Techline® CV END FEED LAYOUT Techline® CV CENTER FEED LAYOUT Techline CV IRREGULAR AREAS: ADETAIL B D — NO SCALE DETAIL — NO SCALE T R I A N G U L TAR DETAIL — NO SCALE Detail C103 I I I I I I I I I I I 1 1 I I I I I I I I � I I I I I I I L - -- x —L —J REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline START CONNECTION MALE ADAPTER SUPPLY HEADER Techline@ CV TUBING ISLAND PERIMETER Techline TEE Techline ELL MANUAL FLUSH VALVE PLUMBED TO Techline@ CV Techline@ CV ISLAND LAYOUT DETAIL — NO SCALE Detail C301 H FINISH GRADE SEE PLANS FOR DIMENSION Techline CV TUBING BACKFILLED TRENCH (FREE OF DEBRIS) Techline CV TRENCHING NO SCALE Details E260a FINISH GRADE I . I Techline 180° 2 —WAY TEE SEE SPECS Techline TUBING SEE SPECS 3/4" SCH 80 PVC NI PVC TEE (SxSxT) PVC PIPING--i Techline START CONNECTION (W/ PVC RISER) SECTION — NO SCALE Detail C105 MANUAL FLUSH VALVE PLUMBED TO PVC AREA PERIMETER Techline START CONNECTION EXHAUST HEADER Techline TEE — Techline CV DRIPPERLINE LATERAL SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FILTER AND PRV Techline CV IRREGULAR AREAS: ODD CURVES DETAIL — NO SCALE Detail C132 J�T VI \/"1YLL JVIVII (1 CUBIC FOOT) BRICK SUPPORTS (THREE) Techline@ CV LATERAL ( OR EXHAUST HEADER) VALVE BOX (INSTALL PER SPECS) Techline SHUT —OFF VALVE # TLSOV (BLANK TUBING MAY E ATTACHED TO OUTLET) Techline@ CV MANUAL LINE FLUSH VALVE SECTION — NO SCALE NO mm Wil NJ 14 AN., 6" MAX. PLANS FOR Techline CV LATERAL SPACING SUB GRADE Techline CV SUBGRADE INSTALLATION NO SCALE MANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLY MODEL: TLSOV 17mm BLANK TUBING EXHAUST HEADER MODEL: TLCVO Techline® CV DRIP TUBING. FLOW, DRIPPER SPACING, LINE SPACING PER NETAFIM INSTALLATION GUIDELINES INSERT TEE (TYP) MODEL: TLTEE TREE TRUNK 6 —INCH SOIL STAPLE (TYP) MODEL: TLS6 Netafim USA s; DETAIL — NO SCALE I 00 n rn U 0 0 w 0 z 0 rn M LLI I- V) z Z w igrrature U ASS- 6U l LT 1yPlW? Date * o (9.20.13 Data 7_& 3.31•IS P&M OF M M Irrigation IN�ELTOR.. p,4TE. Z DESIGN BY -DRAWN BY CHECKED BY U REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT ROB MSB ROB APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. $ 20 ADDED SHEET /N, N1 47(4/11 4akiv ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED NDER SUPERVISION OF RECOMMENDED APPROVED VULCAN TOWNHOMES a AS BU/ (� °► 413 �lllf u t3 JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL : N/A DATE : 13 1-� 910 6 - G �"" .__� �� ) (HYG PM003) N/A R.L.A. NO.: Z�O�1 A /j /I /I NORTH VULCAN AVENUE 3 ELEV. 91.830 NAVD 29 VERTICAL : BY : BY : /i/ 1 � i/ � .1, GP-5F JU HOWARD EXP. 3 /3t /13 DATE DATE Q 12- ENCINITAS, CALIFORNIA !� TM 02-2331 SHEET 5F OF 7 NE.w SHEET Techline° CV SPACING PER NETAFIM INSTALLATION GUIDELINES 17mm BLANK TUBING SUPPLY HEADER MODEL: TLCVO INSERT CROSS (TYP) MODEL: TLCROS 1/2 —INCH MALE ADAPTER MODEL: TL050MA SCH. 40 PVC DRIP LATERAL (SIZE PER FLOW) \ SCH. 40 PVC 1/2 —INCH FEMALE THREADED TEE NOTES TO DESIGNER: 1. INSTALL FIRST Techline° CV LOOP 18— INCHES FROM CENTER OF TREE TRUNK. INSTALL EACH ADDITIONAL LOOP PER NETAFIM INSTALLATION GUIDELINES. 2. INSTALL Techline® CV TUBING ON SURFACE TO A MAXIMUM OF 6— INCHES BELOW GRADE, STAPLE IN PLACE PER MANUFACTURER'S RECOMMENDATION, BACKFILL, AND SPREAD SURFACE TREATMENT AS DIRECTED BY OTHERS. 3. INSTALL Techline@ CV IN ACCORDANCE WITH NETAFIM INSTALLTION GUIDELINES. Techline® CV THREE RING DETAIL v Netafim USA s; DETAIL — NO SCALE I 00 n rn U 0 0 w 0 z 0 rn M LLI I- V) z Z w igrrature U ASS- 6U l LT 1yPlW? Date * o (9.20.13 Data 7_& 3.31•IS P&M OF M M Irrigation IN�ELTOR.. p,4TE. Z DESIGN BY -DRAWN BY CHECKED BY U REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT ROB MSB ROB APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. $ 20 ADDED SHEET /N, N1 47(4/11 4akiv ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED NDER SUPERVISION OF RECOMMENDED APPROVED VULCAN TOWNHOMES a AS BU/ (� °► 413 �lllf u t3 JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL : N/A DATE : 13 1-� 910 6 - G �"" .__� �� ) (HYG PM003) N/A R.L.A. NO.: Z�O�1 A /j /I /I NORTH VULCAN AVENUE 3 ELEV. 91.830 NAVD 29 VERTICAL : BY : BY : /i/ 1 � i/ � .1, GP-5F JU HOWARD EXP. 3 /3t /13 DATE DATE Q 12- ENCINITAS, CALIFORNIA !� TM 02-2331 SHEET 5F OF 7 NE.w SHEET a E a r M 0 L N v N 1.. THE CONTTRRACTOR SHALL PROTECT IN PLACE ALL EXISTING I I PLANTER AREAS AND PLANT MATERIAL AS INDICATED ON ,! I THE PLANS OR AS SPECIFIED IN THE FIELD BY THE E •m.._ W �;��,��as��•am• _ sw �� .mss � : LANDSCAPE ARCHITECT. - r�_ __ 2 THE PLANTING PLAN I5 DIAGRAMMATIC. ALL PLANT - - _ -E -- C� r T - _ _ _ - -- - _ - -- - -- _ -- - - - -- --- - - - - -- Ti -�' � � -•u _ - Tt. �• _ �_ ice.:: � Tr� = -T�= �T� _ 5r LOCATIONS ARE APPROXIMATE. ALL PLANT LOCATIONS • Q TAKE PRECEDENCE OVER PLANT QUANTITIE5 SPECIFIED. + - — R THE c ': — -- - -. ,. •. ..... , ...: _. -.., ., ......:.. ;. :: ,: i•. '-:° i._.'.:.•.;, '..:., �' , ;, � " PLANT QUANTITIE5 ARE APPROXIMATE AND ARE FOR .. _ .., .:. ... , .• .........:..... . .........:..:._ .... - ..::.. .:.... ,.....,....... .. ..:.:..... ............. � � CONVENIENCE OF THE CONTRACTOR ONLY. THE :.. . � SGAPE ARG ., ..- `�-�'..,- ' ..:...:.... .: ... .. ... _ N SYMBOLS AND — ...:::..,:...,.. ... . ....:...:. .......... .:. —.-. -. ,...::.:,,,..:... OF ANY DISCREPANCIES BETWEE o P P J _ i i• - E _ � � W W W W W P Fil N N N GUANTITIE5 TA .APPLY A CONTACT HERBICIDE, WHERE WD ARE PRESENT, PER MANUFACTURER'S SPECIFICATIONS, A O + M �< — A R MINIMUM OF TEN DAYS PRIOR TO COMMENCEMENT OF ANY 4; '`: E P PLANTING OR IRRIGATION WORK, WEEDS, INCLUDING THEIR + E , ' E OP ROOTS, SHALL BE ALLOWED TO COMPLETELY DIE BACK l� `' �i:..<• ••. I BEFORE PROCEEDING WITH WORK. E ¢ �. Sr ... B PRIOR TO SUBMIT A SOIL SAMPLE AND A PLANT LIST TO THE "SOIL Sr AND PLANT LABORATORY" IN SANTA ANA, GA, PR Sr L i ANY PLANTING. SUBMIT THE 501L TEST TO THE ." sr I LD i N C C U ITS B:;. >, L S ii L d:l LAND5CAPE ARCHITECT AND FOLLOW THE SOIL r � LABORATORY 5 RECOMMENDATIONS PRIOR TO PLANTING, E E L L 5. ALL AREAS LE55 THAN 3:1 IN SLOPE TO BE PLANTED E 5 r L : SHALL BE CRO55- RIPPED TO A DEPTH OF SIX INCHES AND • E ; • L L s SHALL HAVE THE FOLLOWING AMENDMENTS SPREAD :a ' 36„ E B `'' • N L EVENLY AND THOROUGHLY BLENDED IN (QUANTITIES ARE BOX +' E LI .rli Fj N L PER A3I CUBIC YARDS NITROGEN FORTIFIED REDWOOD r -_ D SHAVINGS G Py • • �'A�. B. 100 POUNDS AGRICULTURAL GYPSUM Pr • • G. 15 POUNDS IRON SULFATE L •�' B E D. 25 POUNDS Ill SLOW RELEASE FERTILIZER ' F r L r 1� PLEASE NOTE THAT THE AMENDMENTS MAY CHANGE, BASED O } B ' W W N E �� x� ON THE SOIL ANALYSIS. N P +, f OL b. EACH PLANT SHALL RECEIVE AGRIFORM PLANT TABLETS • } W W N ' BARK ..... AS FOLLOWS: w L MULCH Y .D } E `. 1. W 'N '" `�`` w � w Pr (� I GAL CONTAINER (U 21 GRAM I E C C p p ' E E Q E :: ::- <:: :,.' ; •: : � °l� y _ • • f • B ' P i , ,•;$ . K < ; ,' • : '- .. -" � -• Py Pr B B s —s �: � ,q • ' . f '`" _ , I4 s r . s N O O P I I 5 GAL CONTAINER (3) 21 GRAM o Pm � AL CONTAINER (5) 21 6RAM 15 G Py PER 3 INCHES OF BOXED TREE SIZE O I 21 GRA M B E HT I 2 I G RA M W PER TWO FEET OF BRON TRUNK HE I G 1. PLANT BAGKFILL SHALL BE 50% 51TE 501L AND 50% Pr NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. Q r 8. �' w w — w — w w — v!" w v1�— w w -- w w -- w -- w `�L — wi 9 w / � t E :. T } \ Pm 1i AD. PLANTS SHALL BE INSTALLED PER PLANTING DETAILS �`[ „. , ; , • � .. I PROVIDED IN THESE PLAN PLANT MATERIAL SHALL NO I — BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER - -- ^ � , . �._ , � i ' '•. Pr B B , P"' I SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM I 3 P P "� + OF 6 MONTHS AND MAXIMUM OF TWO YEARS. PLANTS L x -y_i• - - 3 3 Sr N P P f' O SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF L Sr `.:; Q r N I ( N W W W W_, i O c_,r. DISEASES AND PESTS. 1, N E Q. STAKE ALL TREE5 PER DETAIL. REMOVE NURSERY STAKES . , s P Z 1 O �. 5r N R AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE NOTE: BACKFL E W Fj N Fj P"' E G GROWTH ON ALL TREES. T # 1 W E Pm 10. PLANT ALL AREAS WITH GROUND COVER TO WITHIN b" OF ' a INSTALL OF PREVENTER5 TO + 0 5r ;_ .° 3 yr -- SHRUB OR TREE TRUNKS. INSCH AREAS FL LOCATED IN51DE W 01 yy E L e THAN 35 NOT DREGE VING GROUND COVER, AND ALIA2TTER SLEEVE WATER LI L �• .: n L Sr LAYER TO ALL AREAS FLATTER THAN 3:1 RECEIVING IN PVC SCH 80 5LE j,G- Sr L GROUND COVER, UNLESS OTHERWISE INDICATED ON WHER= THEY PA5 L p. PLANS. i UDDER WALL. • I L E L L 1I PLACE PLANTS NO CLOSER THAN 12" TO SPRINKLER HEADS. 'r IL E . i 12. ALL GROUND COVERS SHALL BE GUARANTEED BY THE `;,: CONTRACTOR AS TO GROWTH AND HEALTH FOR A N '''y , PERIOD OF SIXTY DAYS FOLLOWING COMPLETION OF THE 1 • D N N TS Fj I MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE ENTATI `a • L L L ' L ALL SHRUBS SHALL BNE G ARAN ED Y REPRESENTATIVE. TH ES VE. P D BY THE L L Sr 3 L P L �. i CONTRACTOR AS TO GROWTH AND HEALTH FOR A x �. PERIOD OF SIXTY DAYS FOLLOWING COMPLETION OF THE • L '. P ` " ` L MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF THE B • Py 3 _ PROJECT BY T OWNER OR OWNER'S REPRESENTATIVE. ' Bo OX ' Sr „ ALL TREES SHALL BE GUARANTEED BY THE + ' L CONTRACTOR AS TO GROWTH AND HEALTH FOR A o 1 L %° `� PERIOD OF TWELVE MONTHS FOLLOWING COMPLETION OF co' L T Sr ..... . .... . i THE MAINTENANCE PERIOD AND FINAL ACCEPTANCE OF rn L L E THE PROJECT BY THE OWNER OR OWNER'S + L L L pm Pm E Py E E E n E E PL Py : .... I REPRESENTATIVE. THE CONTRACTOR, WITHIN 15 DAYS OF � a L B B B 5' NOTIFICATION BY THE LANDSCAPE ARCHITECT OR .� i+ � � � � �+ L � � li Q W � i $ BB � � :�,• � PLANT MATERIARLS Ill FOR ANY REASON FAIL TO 00 MEET' THE REQUIREMENTS OF THE GUARANTEE. • _ E E P B B REPLACEMENT SHALL BE MADE WITH PLANT MATERIALS - 1 w — w w— w w w —w- w— w w w— w w+ w --T- w P 1YI P $ W W E r P A AS INDICATED OR SPECIFIED ON THE ORIGINAL PLANS, rn y P r B W E E B B I AND ALL SUCH REPLACEMENT MATERIALS SHALL BE a i 1 B 11 E r B 1. 5r j Z 1 Q MATER G 5-SUANTEED AS IAL UARANTEE IFIED FOR THE ORIGINAL 0 ■B Sr 13. ALL BAGKFILL MIXES AND MULCHES SHALL CONSIST OF w B s 1 ® ❑ ILBOX �!. GLEAN ORGANIC MATERIALS, NATURALLY COMP05TED. ° �' � SOIL AMENDMENTS SHALL BE FREE OF ANY TRACES OF a }' 1 ANIMALS, ANIMAL WASTES OR ANIMAL BY- PR01iUGT5. N �C9 •x•13 j .' 14. ROOT BARRIERS SHALL BE INSTALLED ON ALL TREES 6 l I. 1Eep3•30`57 WITHIN FIVE (5) FEET OF PAVING PER DETAIL. r7 � I 15. ALL VINES SHALL BE REMOVED FROM NURSERY STAKES AND ATTACHED TO WALLS WITH VINE, TIES « r , BARK MULCH BARK MULCH � i i , �i � ARD ONLY NOTE: t j, ONLY NI z SEE SHEet ee FOR �L p ; i North P I ' '' iPLANTINf LEGEND, 0 10' 20' 60 z ' - -- -- -- - -- -- - -- - - -- -- - - - -- -- _1 gnalute o_ NCSTES AND DETAILS. ' - -- -- - - -. -- _ SEE SHEET 5A AND ! - -- - # Renewal bate i I 2 55 FOR WALL E I Data CONSTRUCTION AND E E M DETAl1�5. a - _ EFi �� ; Scale V=20' z It II Q oil - ''' B B P '1 B' :: Sr Sr �❑ tri `'i .E ..:... ........ .. ...... ...'.. ....... .: ....... :.. .. .. ........ ...::..:: ..:: .. Sr Cam.. Sr'ri..: ^............... :..:........ .:Sr r.Jr r.X' �....::: ... r... �_ B Sr 5r Sr . «Sr m' .W.::Sr Sr`:: Sr _ _ _ :_:!':;::. W _.. _ W.�! _ _ _. �. -. - -: ,.w Planting P l a 5r Sr Sr i�"_ :.,i i..:,. .:.. �®.. �. �®_ ............a�s�ms��ia wsss am No" Mown man ally a a 6�,�,n a; era'-.,•.:. �` ,.: M?_x•1P�.�iiltEiffi.��[.'t&'� '._.��.�� : ��IA �. ®�.��$$�E�:�$�� .R'k rv'�.. ■.i�� !. '� Q - 8 ur05 DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT Roe Mse ROB to In PLANS PREPARED DER SUPERVISION OF RECOMMENDED APPROVED VULCAN TOWNHOMES o 20 ADDED SHEET ,v1 •M 14/ IZ 2,17- ON HYGEIA AVE., APPROX. 195 NORTH OF 910 6 — G y ,¢f r3U1r,73 � �•�o q'9•�3 �V�1p o x.13 JASON. BOAT SPIKE ON CENTERLINE HGR¢oNru : NSA GATE 3 (HYG PM003) NSA R.L.A. ND. :�� BY BY NORTH VULCAN AVENUE GP -6A i ELEV. 91.830 NAVD 29 VERTICAL JULIE E HOWARD EXP. 3/31/13 DATE DATE : ��,�, �? ENCINITAS, CALIFORNIA TM 02 -233 SHEET 6A OF 7 NEW 5REET I O TREE OR SHRUB ROOTBALL Plant Legend O2 DIG HOLE 2X WIDTH AND DEPTH OF FOOTBALL I 8 AND FILL WITH WATER AND ALLOW TO O SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY WUGOL5 4 a v PERCOLATE INTO SUBSOIL. 2 2 I 3 5 4 TREES O3 FILL HOLE WITH 6" DEPTH NATIVE BAGKFILL 6 MATERIAL. TAMP AND MOUND SLIGHTLY. I _ A ARBUTUS 'MARINA' NO COMMON NAME 24" BOX II M Q V BAUHINIA BLAKEANA HONG KONG ORCHID TREE 24" BOX I M O4 5ET ROOT BALL IN HOLE 50 THAT ROOT GROWN I - ,......., .; . ,:, _. 1-111-11 - - „ 15 1" ABOVE FIN15H GRADE. I _ _ IIIIII �ill Q O ROOT BARRIER: 19" G GEIJERA PARVIFLORA AUSTRALIAN WILLOW 24 BOX II L _ - x DEEP "510-BARRIER" Q 5YAGRU5 ROMANZOFFIANUM QUEEN PALM 24" BOX 25 M OS REPLACE BAGKFILL MATERIAL (PER I -I II I O T TIPUANA TIPU TIPU TREE (3) 36" BOX M 2 5PEGIFICATION5) UP TO 2/3 THE HEIGHT OF THE I - - II II I I� O O PAVED SURFACE (1) 24" BOX ROOT BALL, TAMPING AND SETTLING AROUND I O _ 5 REMAINING 1/3 OF ROOT BALL. I p 21X ROOTBALL O FINISH GRADE 3 O6 CREATE IRRIGATION BA51N A MINIMUM OF 6 WIDTH 40 ROOT BALL SHRUBS " BEYOND SIDES OF ROOT BALL. O AGAPANTHUS ORIF-NTAL15 LILY -OF- THE -NILE I GAL 28-7 M O5 TREE TRUNK B BOUGAINVILLEA 'ROSENKA' BOUGAINVILLEA I GAL -TI L SECTION O IRRIGATE FROM TOP TO SETTLE BAGKFILL AND ELEVATION X BUXUS J.'GREEN BEAUTY' JAPANESE BOXWOOD 5 GAL O M BERM, FILLING BASIN. PLAN VIEW NOT TO 50ALE NOT TO 50ALE ® OLIVIA MINIATA KAFFIR LILY I GAL 26 L OS FIN15H GRADE E ESGALLONIA 'GOMPACTA' DWARF E50ALLONIA 5 GAL X14 M NOTE: AL50 SEE TREE STAKING DETAIL F .1 FATSIA JAPONICA FALSE ARALIA 5 GAL 12 M Shrub / Tree Planting R Root Barrier L LANTANA 'GOLD MOUND' TRAILING LANTANA I GAL 6-1 L ANOT TO SCALE v NOT TO SCALE N NANDINA 'GOMPAGTA' DWARF HEAVENLY NAMBOO 5 GAL 52 L Pr PHOENIX ROEBELENNII PYGMY DATE PALM 15 GAL 12 M O PHORMIUM 'DUET' NEW ZEALAND FLAX 5 GAL 11 M A Py PHORMIUM 'YELLOW WAVE' NEW ZEALAND FLAX 5 GAL 50 M 10 VINE ATTACHED TO SURFACE OF WALL P PITT05PORUM 'VARIEGATA' VARIEGATED TOBIRA 5 GAL 46 M N PITT05PORUM T. 'WHEELERI' WHEELER'S DWARF TOBIRA I GAL 45 I"1 10 TREE PLANTED PER DETAIL 1 OR FENCE WITH VINE TIES Pm PODOGARPUS M. 'MAKI' JAPANESE YEW 15 GAL 12 M O2 5TAKE BELOW GROWN OF TREE O2 EXI5TING WALL OR FENCE RHAPHIOLEPI5 1. 'BALLERINA' INDIA HAWTHORN I GAL 63 M O CORDED RUBBER TREE TIE - 2 O PLANT 50 THAT GROWN 15 I " ' ABOVE Sr 5TREL I TZ I A RECD 1 NAE BIRD OF PARADISE 5 GAL 83 M 3 2 PER STAKE, SECURE WITH I&I FIN15H GRADE Tc TEGOMARIA CAPEN515 GAPE HONEYSUCKLE 5 GAL 19 M 3 GALVANIZED NAIL 2 ® 4" WATERING 5A51N 40 2" DIAMETER X 10' LONG 4 5 LODGEPOLE PINE STAKE (2 3 (0 PLANT TABLETS PER PLANTING NOTES TOTAL) O OR 5PECIFICATION5 VINES _ v`:b —� — © FINISH GRADE p DI5TICTU5 BUGCINATORIA BLOOD -RED TRUMPET VINE 5 GAL STAKED II M 4 IIII III —III- te'tw( Z 4 k {: == ^4' I ( —) -1 O v TRACHEL05PERMUM JA5MINOIDES STAR JASMINE - USE VINE TIES 5 GAL STAKED 12 M NOTE: AL50 SEE TREE /SHRUB -• �a i BAGKFILL MIX PER PLANTING NOTES -III � = • =� - -:� III —I I' PLANTING DETAIL c1 r;trM> _ OR 5PEGIFIGATION5 TO TIE TO WALL o I i I —I I I- qy.'Y�:e Y \ Nye N ;;�;.'4» N�.:„•y� yt _ I ® 2X ROOTBALL DIAMETER -7 GROUNDGOVERS III VIII III VIII III I M ® UNDISTURBED NATIVE SOIL MARATHON II FESCUE DWARF FESCUE SOD H tD0 ROOTBALL 8 GAREX PANSA SEDGE PLUGS 8" O.G. M C Tree Staking VINE PLANTING E TI N PELARGONIUM PELTATUM IVY GERANIUM FLATS 12110.0. M NOT TO SCALE D NOT TO SCALE EQUAL ® TRACHEL05PERMUM JA5MINOIDE5 STAR JA5MINE FLATS 12" O.G. M VINGA MINOR DWARF PERIWINKLE FLATS 12" O.G. 1"1 0 rn NOTE: ALL AREAS TO RECEIVE A 2" LAYER OF SHREDDED FIR BARK MULCH. rn 00 0 �y N i G J U O w 0 GROUNDGOVER z Q PLANTED PER U) PLANTING LEGEND w PLAN N � 0 tu E Groundcover Spacing Re�e, 1 ate 4r LAJ NOT TO SCALE �4S -BUILT 0 N I 6� r�.P 3.31•�s t� M M Planting Details z As - Bain < DESIGN DRAWN SB CHE ROB �" CITY O F E N C I N I T A S U) I REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEPT APPROVALS ENGINEERING DEPARTMENT DRAWING N0. A ADDED SHEET M M GE�q // �j Q'IkYL ON HYGEIA AVE., APPROX. 195' NORTH OF PLANS PREPARED U �ER SUPERVISION OF RECOMMENDED APPROVED VULCAN TOWNHOMES Q AF av //,rs Q� �, i3 ��P g•.Z4,13 JASON. BOAT SPIKE ON CENTERLINE HORIZONTAL : N/A 910 6 - G — DATE Z✓•`3 \2 & (HYG PM003) N/A -- R.L.A. NO.: 2 a� � NORTH VULCAN AVENUE GP— 6B o ELEV. 91.830 NAVD 29 VERTICAL : BY BY JU E. ARD EXP. 3/31/13 DATE: DATE ENCINITAS, CALIFORNIA TM 02 -233 F SHEET sB OF 7 NEW 5HES T Q N N 0 N N cl M 3 v W i 4 n Cam) CD O J U 3 U 0 i 0 N m M J i rn i LEGEND: DESCRIPTION BMP NO. SYMBOL PLACE GRAVEL BAGS AS SHOWN INSTALL SILT FENCE AS SHOWN SC -1 INDICATES STABILIZED CONSTRUCTION ENTRANCE TC -1 [�Z�Z�Z�Z�Tq GRAPHIC SCALE 20 0 20 20 40 80 1 inch = 20 ft. -714/13 Rtf.'�43145 EXR b o DkfE @W" As -,6 aim I145P6c10K DATE REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DEP'T DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY O F E N C i N I TA S ENGINEERING DEPARTMENT DRAWING N0. 0 ADDED SHEET 7A ®As-pu "TS AA M ,�Q_ [,d� ��2 G. �I� 1 q � A�``s- 'ZZ' �3 ON HYGEIA AVE.� APPROX. 195' NORTH OF JASON. BOAT SPIKE ON CENTERLINE (HYG PM003) ELEV. 91.830 NAVD 29 HORIZONTAL N/A VpmCAI ; N/A PLANS PREPARED UNDER SUPERVISION OF �� R.C.E. NO.: 43345 RODNEY D. BALLARD IXP• RECOMMENDED APPROVED BY BY DATE : DATE : A.�A/ 12— VULCAN TOWNHOMES EROSION CONTROL NORTH VULCAN AVENUE ENCINITAS, CALIFORNIA TM 02-2331 1U� —G GP-7 SHEET 7A OF 7 NEW SHEET IN I L 0 Q 0 J W F U Z U Z_ Fy w Li Z_ z w Z H cn W z 0 Of U U) N z 0 U I I 1