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2013-11271 G (Plans)
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION 11 -LOT SINGLE FAMILY DEVELOPMENT 1745 OLIVENHAIN ROAD ENCINITAS, CALIFORNIA" PREPARED BY GEOCON INCORPORATED, DATED FEBRUARY 24, 2011 & UPDATE LETTER DATED SEPTEMBER 11. 2012. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATIONS AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 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 DISTRUBE DOR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 730 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR, AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATIONS. 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. 11271 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12, ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT FUNDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE OT ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH SOIL REPORT RECOMMENDATION. ALL VEGETABLE MATTER AND OBJECTIONALBE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACOTR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE OT BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED OT BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. LAIVDSCAPiNG 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. AS BUILT W. JUSTIN SUTTER R.C.E. NO. 68964 EXP. 12131113 DATE #LIVENHA-WMMClPAL • DNOTES 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIXIM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL /OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY THE DISTRICT INSPECTIONS DEPARTMENT 4B HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL 'DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT -OF -WAY. (DIG ALERT PHONE: 800 -227 -2600) B. ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS LOCATED IN PUBLIC RIGHT -OF -WAY. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 40 MAXIMUM DEFLECTION PER COUPLING (2• PER JOINT). NO BENDING (CURVING) OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICTS REPRESENTATIVE. 13. INSTALL A MINI" 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 314 -INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICTS PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMERS SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 17, LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER POSSIBLE. 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWO STANDARD SPECIFICATIONS PRIOR TO TIE -IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANDIOR MATERIALS WITHIN THE ONE -YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING BY THE DISTRICT. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD SPECIFICATIONS. STORMWATER POLLUTION CONTROL POST CONSTRUCTION B1V I MP NOTES I. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREA DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES ANDIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY ANDIOR THE TUFF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AND ADEQUATE IMPIBMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMPIBMP. 6. ALL STORMWATER IMP IBMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE RFOUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON - COMBUSTIBLE ROOF THAT 14ILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE R NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER.° THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. A. SEWERS - LWD (760) 753 -0155 B. GAS & ELECTRIC - SDG &E (800) 422 -4133 - DIG ALERT C. WATER - OMWO (800) 422 -4133 - DIG ALERT D. TELEPHONE - SBC (800) 422 -4133 - DIG ALERT E. CABLE TV - COX (800) 422 -4133 - DIG ALERT 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE.' (760) 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL, NOTES: 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. 2. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 3. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 4. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 5. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. T __ RODNEY C. MIKESELL A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER, FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED:_�__C_�` RICE NO.: �4E Z, `7 3 3 EXP. DATE: &13011 N _ GEOCON INCORPORATED 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 PROJECT NO. G1339 -42 -01 PHONE: (658) 588 -6900 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED 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 TECHINICAL SUFFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBLIITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS IHER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PBFORMED BY THE ENGINEER. BY: f� W. JUSTI SU ER DAT RCE No. 68964oFi a S'vgr� PASCO LARET SUTTER & ASSOCIATES 535 N. COAST HIGHWAY 101 SOLANA BEACH CA, 92074 PLSA 1B73F A BE M PALL BE INSTALLED ENCINITAS FERE PROTECTION DIST. AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING FO THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN REVIEWED BY.' ADEQUATELY SIZED OILIGREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED 12,1111111 "-° N07 10 PLANTERS OR OR TH S STORM DRAIN SYSTEM. NAOSEPARA SEPARATE BUILDING APERMITE MAY BE REQUIRED f ®• �° �tal'L FOR THIS STRUCTURE. DATE: EARTHWORK DATA: 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS NIA (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 6.4 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS 4.5 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT (C.F.) = 3.1 FT OF CUT AREA OF CUT (S. F.) 3. B.) AVERAGE DEPTH = VOLUME OF FILL (C.F. ) 1.9 FT OF FILL AREA OF FILL (S.F. IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE IMPROVEMENTS. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND STABILITY OF THE SITE. CITYMARK OLIVENHAIN LLC A CALIFORNIA LIMITED LIABILITY COMPANY RICHARD GUSTAFSON, MANAGER 3818 PARK BLVD. SAN DIEGO, CA 92103 (619) 231 -1161 Lc /d) // L, DATE 4. 955 6BO CUBIC CUBIC YARDS YARDS EXCAVATION EMBANKMENT (CUT) (FILL) 4,275 CUBIC YARDS EXPORT PF6I ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES, IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL QUANTITIES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES ARE ESTIMATED TO BE APPROXIMATELY 1,200 CY. REFER TO SOILS REPORT FOR SPECIFIC REMOVAL AND RECOMPACTION DEPTHS. OTE. 1I - S EE S YECT 6 TH OJECT HAS BEEN GRANTED A LOW EROSIVITY WAIVER FROM THE STA ATER RESOURCES CONTROL BOARD (SWRCB) BASED ONIII A STARTIAG-tONSTRUCTION DATE OF APRIL 1ST , 2013. CONSTRUCTION AC IES BEGIN PRIOR TO APRIL 1S E EROSIVITY WAIVE R SH E RECALCULATED. IF�T PROJECT IS NO LONGER ELIGIBLE F E LOW ERO Y WAIVER, A NOTICE OF INTENT SHALL BE F W 1 THE SWRCB AND APPROPRIATE STORMWATER POLLUT ENTION PLAN (SWPPP) DOCUMENTS SHALL BMITTED HE SWRCB. AS EVIDENCE, THE SUB NT SWRCB WDID NU OR LOW EROSIVITY 1IIII SHALL BE SUBMITTED TO T TY TTY WAIVER A q 37C36g9Ze0 SFT OAIII ABBREVIATIONS FRramT YARD ® 6` fktA4 X.O.W. FF = FINISHED FLOOR FS = FINISHED fuf£RIott SIBS, Y % 3�fRiw At. FG = FINISHED GRADECE REACH YACD ® la' f0M e. L, FL = FLOWLINE HIP = HIGH STREET SIDE YAE(a ® 9'FkOA4 P .L. TW = TOP OF POINT AT FINISHED GRADE TSW= TOP OF SOUND WALL BW = BOTTOM OF WALL AT FINISHED GRADE m LEUCADIA WASTEWATER DISTRICT u, a No. 68964 �' m Exp. 12/31/13 SEWER SYSTEM.' APPROVAL srq CIVI\- 644 OF CA�IF� STEVt DEERING, RCS, 14 DATE: LWD DISTRICT ENGINEER SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS PARKS & RECPWATION DEPT. F)EVIEWED BY: REVS W Y.° .� DATE: ATE. LEGAL DESCPJPTfON PORTION OF LOT 12 OF MAP 848 COUNTY OF SAN DIEGO STATE OF CALIFORNIA. •< ► r CITYMARK OLIVENHAIN LLC A CALIFORNIA LIMITED LIABILITY COMPANY 3618 PARK BLVD. SAN DIEGO, CA 92103 (619) 231 -1V A.A . .a 255- 222 -46 & 47 SITE ADDRESS 1745 OLIVENHAIN ROAD ENCINITAS, CA 92007 MWILTMO M4 NITS LEGEND S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS SUBDIVISION BOUNDARY - - LOT NUMBER LOT1 PAD ELEVATION PAD--100.0 FINISHED FLOOR ELEVATION PF6I RESIDENCE MODEL TYPE ❑ 6,956 TW =102.0 TOP AND BOTTOM OF RETAINING � WALL ONLY BW =100.0 SPOT ELEVATION z-- FS =100.0 EXISTING SPOT ELEVATION k(100. 0) EXISTING CONTOUR - - - ?pct - - -- PROPOSED CONTOUR 100 DRAINAGE DIRECTION SF DRAINAGE SWALE (1% MIN) RETAINING WALL PER SDRSD C -4 ' (UNLESS OTHERWISE NOTED) RETAINING WALL W/ 6' SOUND WALL ON TOP FREE STANDING SOUND WALL EXISTING BROW DITCH EXISTING WATER MAIN IN -- -- - EXISTING GAS MAIN G EXISTING SEWER MAIN C 12" PVC DRAINPIPE (UNLESS OTHERWISE NOTED) 18 "x1B" BROOKS BOX INLET TYPE F CATCH BASIN Li DEPRESSED IMP AREA MINIMUM IMP AREA 100 CUTIFILL LINE C // F CURB & GUTTER (G -2 & G -4) LOT LINE PRIVATE STORMDRAIN EASEMENT - - - - PCC SIDEWALK & DRIVEWAY "GRASSPAVE2 "VEGETATED TRAVELED WAY IMPER VIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,642 SF BMP STATUS: IMPERVIOUS DRIVEWAY AREA AFTER CONSTRUCTION: 5,923 SF PRI® IMPERVIOUS STREET AREA AFTER CONSTRUCTION: 6,956 SF IMPERVIOUS SIDEWALK AREA AFTER CONSTRUCTION: 1,867 SF PRIORITY STORMWATER TREATMENT FACILITIES IMPERVIOUS RESIDENCE AREA AFTER CONSTRUCTION: 16,252 SF TO BE MAINTAINED BY HOA IN ACCORDANCE WITH STORMWATER MAINTENANCE AGREEMENT DOC NO.Q- 4P699 .6_ DATED /® =? _I L INCREASE IN IMPERVIOUS AREA: 25,366 SF AIREVIEWED �/�i�oi��/Tl/l. DA E: IMPERVIOUS AREA REPLACED: 0 SF REVISIONS APPROVED DATE REFERENCES DATE BgNCEMIARK SCALE PLANNING & BUILDING DESIGL o By DRTRG BY I CHECKESD BY APPROVALS CI'T'Y OF ENCINITAS ENG RING DEPAR DRAOVING NO. E G ": 1 01 CITY OF ENCINITAS SURVEY CONTROL POINT PLANS P &APED UNDER THE SUPEPVIS ON OF REVIEWS GRADING PLAN FOR: 2 AS -6uILT __ f•�3' NE CORNER OFLAB3'X3' DRAINAGE BOX SININ HORIZONTAL NIA REVIEWED / , '_4% BY: h TK��/�,m/(K� (�F 11271-G THE SE QUADRANT OF EL OFF CUR REAL & , R. C. E ANO. 68964 !f� PRID ROSE L MASIH MAHER GP SH DS OLIVENHAIN RD. 33 FT OFF CURB & 310 FT II 6 IL EAST OF INTERSECTION, PER ROS 18416. VERTICAL NIA DA E° W. JUST N SUTTER EXP. 12 -31 -13 DATE:11 $ DATE: 't' ' qpN.° 255 - 222 -46 & 47 11 -063 TMBD /DR /CDP SHEET 1 OF 13 DATUM: NAVD88 ELEV.: 84.68' /I IZ 101112012J: \Active Jobs \1873 City Mark - Olivenhain \DRAWING\1873 F.pro PLSA 1 -- \ -- -- - -- -- -- N 8777,-V-1 22200' NOTES TO CONTRACTOR: I \ 1. ALL RUNOFF SHALL BE DIRECTED TO VEGETATED IMP AREAS BEFORE \ - LEAVING THE SITE. ROOF DRAINS SHALL \ CENTER OF PUSLIC7 TO THE STORCMIN SYSTEM. ALL ROOF OPADVS 54ALL DISDIARGE ID L RIGHT- OF-WAY VEGETATED DAP AREA BEFORE LEAVIM 2. PERMANENT VEGETATED IMP AREAS SHALL BE CONSTRUCTED PER SIZE ( Q RUt4U ON PLANS AND SPECIFICATIONS PROVIDED ON "TYPICAL IMP SECTION" \ 1 DETAIL ON SHEET 4. ANY DEVIATIONS WITHOUT PRIOR APPROVAL FROM BOTH THE CITY OF ENCINITAS AND THE ENGINEER OF RECORD WILL RESULT IN REMOVAL AND RECONSTRUCTION OF IMP AREA. 3. BUILDING FOOTING SHALL NOT SURCHARGE RETAINING WALL STEM. I EXISTING 12" IXISTINAi IELCO %CABLE - _ DEEPEN BUILDING FOOTINGS AS NEEDED TO AVOID SURCHARGE TO WATER MAIN _ _ _ RETAINING WALL STEM. W W W w W W w W W CAUTION: `gym ___w w - - -- -__ -- E E E E E E IXISrDVG� E E E E E E E - E EXISTING UTILITIES SHOWN HEREON ARE FROM BEST AVAILABLE RECORD 1 � IXISTlhti UTILITY�MI� INFORMATION. ACTUAL FIELD CONDITIONS MAY VARY: CONTRACTOR TO I ° LANE STRIPE POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION OR-ORDERING ° MATERIAL. ANY DISCREPANCIES OR DEVIATIONS FROM THE PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD UPON DISCOVERY. NO T SHALL BECWTRLCTED ORS" NOTE. 1 ° R MMY R4MYBUVTS FWAGE RMV500 5't(OWN HgEON FOR R F OALY. RLANTE I W17HBV SW PER DhG 11271 -I DISTANCE TRIANGy.E (TYPJ I ALL FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED I ° ° TO CITY G1= ENCINITAS 11271 -I FOR IM°f�VEPENTS ROADWAY D4'ROVEMBVTS AND MAINTAINED TO SUPPORT THE D4'OSED LOADS OF X. BIKE L NE ° X10' ROAD DEDICATION PER DWG 11271 -I APPROX. LOG4TIVIV OF FIFE APPARATUS NOT LESS THAN 75,000 LBS AND SHAD- - - - MAP A Berm PROPOSED STREET LIGHT - ��_ O6 TTEA BE PROVIDED WITH AN APPRTOVED PAVED SURFACE TO - - - - - - - - - - - - - - - - - - - SEE ELECTRICAL PLAN I r I PROVIDE ALL WEATHER DRIVING CAPABILITIES. - - / _ PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION- - a 45' f ° ° I° ° ° ° MATERIALS TO THE PROLECT SITE ALL OF THE �^L- �LO::a� a° 0 ° ° ° ° ° ° BE COMPLETE TO THE SATISFACTION OF THE FIRE DEPART fiW =1421 ° �1 \ ° ° a ° ° I a a N - - ° 3 ° a y ° e ° 2�5�- 73.0'_ HT' 8 A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED -1392 = PLANlYEFT WALL - TW -1422 ° °ate °I ° °{ p Z rn30' a �T11�f43.9 - - - - ° I TW =1439 APPROVED BY THE APPROPRIATE INSPECTING DEPAR NT I -1409 TW =142.1 \ 2.5 =3.0' HT 7X=143.0 - a q _v_ -! .t - �r TIy =1g3 g OR AGENCY BW =137.4 BW=138.4 BW1398 � ° ° a - - - -- ,. BW= 140.9, l _ � I B)=1409 B. A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL, �E ='1 �- BW =137.4 _ IN PLACE TO PROVIDE PERMANENT ALL WEATHER SURFA TW=1319 - _ 3 / 4 3 3 3 FOR EMERGENCY VEHICLES BW=1389 / N - - - - C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE 3FL .137.1 O� 3 O TW=l3B '0\ C oI n c I kp l ° TWx239 5 I FL =137.1 0i l =136.8 - A• a - X145.0 _ _ - AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE y - - _ �- .5 u� / TW= X39 -0- o. �Y =138 5 FS -1402 I ° F5 -i�.6 FL =138.5 -139 - I WATER DISTRICT. i�` _ �. � _ -- -- X137.4 - BW-137 � - 38� I " I a 7 - I f Tim 39.0 - IMP FACILITIES TO BE MAINTED BY HOA AND NOT TO BE r FG=13 .4 FG =137.4 FL =137.3 �_ 4 I ° "'i I ° I I FG= •4 15X=149 , 4 MODIFIED WITH OUT PERMISSION FROM THE CITY OF 1 ly, 1 a I FG =137.4 ° FG =137.4 i0� BW=439.0 / ENCINITAS. MAINTENANCE FOR PRIVATE SORTMWATEA i• ( I ) / a TW=143.9 FG =137.4 13�139d ° I L - ° I ° (� ° ^ }° \ ° BW =138.4 C C j 1 TREATMENT AND STOFMWATER PLLUTION CONTROL /IMP _ I 11 4 0� (� FACILITIES BY HOA PER - - - ° - - - ° J F1�ri�BB LOT1 202 PAD,13&4 Fir43B.4 LIMIT OF EDGE RET. IOC. 2012-0601006 4458 FL =136 8 _ 8 I F8 =139 5 138 8 _ ° ° , 30! WALL FOOT�G ( - 1 /75W -149 REC. 7-2-12 - - - -- ° F5 138 ° a FG-138.4 - 137.4 In C o n c L - - -- -.4 FS =1392 FS =139.3 - - I / /3t1 ° 1 r - - i .M- TIP 2 LOT MIN DAP AREA M TOP OF GRATE BOTTQM OF BASIN MIN BASIN DEPTH 1 85 137.0 136.5 4" 2 90 133A 133.0 4" 3 81 130.0 129.6 4" 9 80 129.5 129.2 4" 10 90 133A 133.1 4" 11 76 136.7 136A 4" AD FS=i3B I ° IF-MI 1 N:7 / \ SO' PADt137A I (lARi4M I I ° ° I ° ° F t3B3 '.��p PAik13dA�� PAD�I3TA FI 13!4/ - g X _ // // // INSTALL VS. DP AREA FL =136.5 FG =137.4 I ° a ° I, ° CtARdf>8 > DETAIL SHEET 4 ) FG =1369 3 Q ° 2X 2X 2Y- ° ° - J�, g ' X SS' 18718" (S ` g'x'° CONGRffIt� _ 1 3° PVG DRNI11 =138.! ° < 96' \°� 55' /� `„ I - PAFI( STA L I 18 x��pp 8 7 \ F437.4 IW= 137.474 TW =138.4 a FS =1378 °�I F 138.4/ n ( F13 G II - - -SOX (TYP) \\ HBkOwRLi I PIPE FYSB a F6137.4 I -4 .5yr 1 1 -1 .9 \\ FL =t36.4 I ° FS =138.0 a FS =1378 S S FG =1379 ORAIN�zFP6 4' SYSB I1� I Tom- = 130 5' Tk�i382 11 \ __ 4 ' BM�134.0 FL =137.3 BW =135.1 S a S S jW Ft -f37.0 -- _ - - - - FL =13 9 ° TW =1373 ° Till 73 =137 _ _ _ 9 - FL -368 ' i Thk 7 I 1 1 1 =135.0 _ - - - - - FL =133.7 . - =135. 11" x 12 G BW =137.3 I B TW =138.4 - FL =134.9 =, - FL; 7 3 FLgt33A \ i I 1 111 Ivu T t�jv III i I ��-FL�3fi7T _ FS =1368 iN1 E / _ - - - - �N x 11N6 T eW =135.! - - �1% i i >! q CoNGRETE y r F5 =t36.4 FG =134.1 ALL EFIRE APPARATUS ACCESS ROADS - I FG =134.1 1 .1 F5 =t36.6 SHALL HAVE AN UNOBSTRUCTED VERTICAL I I 0' FG =t34.1 F,q 1 I / I`�/ t0 a / FG 1i.t 4' SYSB CLEARANCE OF NOT LESS THAN 13' -6 ". 7N =t3B•1 1111 A i i I 4' SYSB I F5 =41.0 X ° Y 1%. a / 2� a� ° Y R = 3� 1 5 1 1 I a CONSTFIUCT I Ca 4 8" GRR 28 I I �= 133.15 3 PVG AIMING I ALL (TYPJ I°'.� +° INI, T ° ° ° ° F5-1 50 ail a I //I 1 32% SEE TOR PROPERTY LINE I I DRAIN I ° I° ° (a l ° -{° 21. i - �I LOT2 STAIN WALL PROFILE MR n i DMIT OF PIPE 402 ROADWAY DIPROVBU0S - _ y - I 40t / 2 IONAL Bf M4TION II Il i QARA(S hI g ° PER DAG 11271 -I l ° ° ° ° [ / I /1 29. _DRAIMPD'E III 1 1 M \ ( I I ° ° ' M ( 36' a ° I a I FG =234.1 PADdXI 4X A ° -FS---l34,7 cn War F J348 d i r,_1 FG =134.1 f r -134 9 - ° X ° ° ° 2v \ FS=134.7 ° / 7' PRIVATE STCRIIERU I FL =433.0 - d _- -__ ( ° 6' ^� \\ g 1 9 ��� FL -t33. EASEMENT PER FRML - - -_ - - 11 " / r '" \ FS -135 5 / F�134-9 b 3L F5 L95 FG -133.4 N ` elk$ N(ACTt I ° ° - - - -- \ / PADOW / Cn / S S I TW =433 3 FL= 1348 ! - / FG- -134.4 7 - - 1 - PAUNIA1\ FL =IW.6 8=28.0 / BN =433 3 FG =135.4 �� 3" PVC DRAIN �p TO DAP �IL SKEET 4 FOR FTi= 2338 -r f i ° \ _ - , \ / 1 " U of cn a ti PIPE DRAIN° �T JAN] SOIL I - - - - - - - - / \ I / „x TN --IM2 �j R-28.0 ° \ FL= 134.7/ 3' SYSB 9 ECF1 - T11�134.7 - - = 9- -F 1341 \ 0 3' SYSB FG--135.1 - / 8 6RA �1 =1332 1.1 / TN--135.1 / _ - - 133 _ 134.1- -1 --133. =4 FL =134.3 ; r - _ I T ° ROADWAY VBEMTS � �•6 BW- -130.6 / FG =134.1 RAISED t87fl8� - - - PER 11271 -I a - - -� BAOarC3 \ \I s - to 0 4 1E=128.6 FG =130.5 12 "Y12 "6RAT T _ - FL -=1338 FL =130 TW - 234. TW =133.5 B#--132.0 N 7S=138 � n \ - I _ I- - F - - 131, PVC / BW =1322 - - 91Y =130 ft 1 I FL =130.0 \-4W--Mb ° 3' DP.AIII PE ! a PCC SIDEWALK -- _ I FG�130.6 FG= 308 / PER DWG 11271 -I a ° / / \' I FS-1-V.0 / 4' SYSB I ✓ \ I O � - � I C -�� - - - - \ >A1.9 � � \\ \ \ \ \ � a � i� �°• FS =131.9 � ° 423 t ° I a E�'ISTINbI I (7 FL =130.0 \ : 255-221-35 I c , , „�__ - _ _ \ \ \ \ Q ° s' FYSBILeT LIMIT SEDGE OF REr. � a / / / ° ° Y ° - ° ° / i WALL FOOTING ) \ \ - I I 20' i I I F FG =130.6 Z -131aO \ \ II i \ - -- - - - I �S RYSB 1 O - - - FAFFO/IG4EZE LMT / \ \ \ w I ° S / / a a io i I __ _ (TAR m I / / (TYP) MOD. -9- �4 PaOLLE0 \\ 12" PVC \ - I 1 I - �RiENTT-Fi�"lRICTED \ \ \ \ i I I' I S S S\.' br, GUTTER ° °. 1 t a �. /. �,/ FG =130.6 6. \ D9AINPIPE I i i I - - -� - -5 \I, I I- ° 6° F5 130.4 PEA DNG 11271 -I a 381: / / \ @ 11.6% I III _ FG --LV.6 I �\ 12z 1.4% a D 5X , 1 LM3 III I GRAPHIC SCALE 1 " =10' \° (� I \ ! \ �\ ° \a ° ° ° S90 SHOW HEREON FOR R 13� Y R413MVEIEIM � /�2 �° FS x131.0 ti3� Ffr -!304 I I I atRA& RAI5ED 18'X OX - EL - - y l \ c� I \ °1 \ I ° \ \ {� \ \ I Q ONLY. REFER TO SEPARATE IMPAOVMEM DWG 21271-I I+F=1313 / p300yig FG =130.0 PAD■13Q61 !� { \, 54 \ a PLAN 12271 -I FOR CON SIR tCTIOV (71'P n R =36.0 / / FL =130.! / / PAD oM n in Pn �� n rF =123 -5 I ' - -- � �� �. ° ° ° � P-36.0 %•� =yy - TII�1305 k: - BN=125.3 I - W -125.7 010=129.7 0M 09X 11 BW =127.8 1 ' I i - .�® \ \„� _ ! \ 12g 6.� Frr -129 3 FS -129.4 / FL: TW =130.5 , \ U' / - - - 1249 ?< FS =1249 O 39� / ^ ° 11 IEAO \ \ % \ iIV =229.4 AS BUILT FS=12 , J _ \ \ \ GBW3129.'41 J °� + i „ „ 3 PVC DRAIN � x$ CONCRETE PIPE '%"x "'y CRATE SEE SHEET 3 \\ NWI OW RLL INLET - -- - FL =1298 n -• w B11�128.0 BW =127.3 1 3" /, VA I@ I l l l .II . I '1 11 Ir i Ir - 1 I 11 j j l l I �R A 15T IN PAR IFDW MAP ' I IXSIIING BROW DIPTTf(H(( TO "IN � I RbA .XaB. hir - 7 ! I I I f So k 8* CodtRETE 5 { 46ADWALL II TY 1;. j ' PRior FOR I A�AL �'09YATIpV ill III I I I I I I I I H I I I jEx�IS�1104 DRAIN PIPE 11 1 1 I114T4LED BY owm R +vC , ? � 1 IA POFESSIO 1 ISED 18 1e7 � ; No. 68964 1 1 _�J7 / 1 I m Exp. 12/31/13 1 =123.7 ( 1 J)All I dj Q { I i �q 1 FI I 47FOFCp1� 991 I u PASCO LARET SUITER IVxjr EXI5TING DRAIN PIPE & ASSOCIATES GRATE INLET INSTALLED 3Y OWNER. CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING W. JUSTIN SUITER DATE 535 N Coast Highway 101 Ste A Solana Beach, CA 92075 R.C.E. NO. 68964 EXP. 12131113 ph 858.259.8212 1 ffa 558.259.4812 I Pllsaengineeaim8.s ®m REVISIONS APPROVED DATE REFS S DATE BENCE ARK SCALE DESTGL 8Y DRAWN BY CHECKED By A"ROVAM CITY OF ENCORTAS ENGINES MG DEPARTAIMTr DRAWING NO. AS-BUILT _ •I % CITY OF ENCINITAS SURVEY CONTROL POINT PLANS R ARED UNDER THE SUPERVIS ON OF REVIEWED GRADING PLAN FOR: NO. 1007, "CLSB -004 ". FD. 2.5" DISK IN �/ .. w, - -- NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 " =10' DATE: (" BY: AA. - L+ 7�j�+ 11271 -G THE SE QUADRANT OF EL OFF CUR REAL & , R.C.E. N0. 68964 PRWROS LAIV i OLIVENHAZN R0. 33 FT OFF CURB & 310 FT MASIH MAHER GR G SH DS EAST OF INTERSECTION, PER ROS 18416. VERTICAL NIA W. JUS N SUITER EXP. 12 -31 -13 DATE: I I/ 15/ I DATE: _ %` ff-112 DATUM: NAVD88 ELEV.: 84.68' - -� APAt 255 - 222 -46 & 47 11-063 TMED /DR /CDP SHEET 2 OF 13 AS BUILT W. JUSTIN SUITER R.C.E. NO. 68964 EXP. 12131113 REVISIONS SEE SHEET 2 TN =130 5 \ \ \ ° O.av 0. FS-129.3 50=127.8 I I i_ �� 1286 T*4305 I APPRO . LOCATION OF BN=124.9 F 124.9 STREET LIGHT LO SEE I TRICAL PLAN MO \ FS -18 FS -128.9 SIDEWALK FS-124 � 1441x12' PVC ORAIHPI PER 1271 -I FL =1276 FS-128.6 FS =124. T =125° k ax F _, J7\1 / FI z4 TW =128.0 FS =128.7 ° 123.1 TG= i J 3Y FL= "1\ \ F�126 8\ \ - - _ \° °a a _FS=1285 / TW =125 1 I; FS --1254 a •o. 3X , _ �� , \ \ ,�� \ _. c° , - - -f FG=126.0 \ fr ,FL =9279 7\ IV \ I I I BTWW== 11225 3 .71 i' _ - _ I 124.0 FL =15.4 l IZ S I f\ . '\' J�o R 4 SYB + I \ \ TW =1279 \ \ FG=4r90 I ZS .S I` 128 3\ i i FL= 123.y b35 \� 7 \� ( FG=1'z �\ \�� �. QF EDGE OF RET. _ (\ \ FG =125.0 \ \ \ \ \ I L \ FL= f2G \ \ + WALL IFOOTIW (TYP) FL -3238 I LEI 1.1% PVC AR FOOTING i 1 \ \ 123-44 \ I6" MIW° aEAR4N CE I 11 \ I FL*1?4.8 \ \ \ I 1 301 \ \ I _ - - \ ( \3R v 3 SYSB vvv �vfvv LOT6 i J I h L \ \ 402 \ FG=1£5.0 I f �9\ +I / t .i SYS\ B 1E =19.1 \ _ '12 4. 5, S PAD=64 I2 FL =124\ 9 \ \ \ FL =126.4 MD / 212W kG 12s .6 \ A 1- B �,'� -IZ3.5 \ \ 123.5 \ \ _ \ \ PADa12K9 C1 =42A 1 MINIM laws uiin..tn . r 1 7.0 lal...ln IrCl�..i .uu..i1 i Lin...., O , 1 �7a�l�I . E. ,• / . p• 771 . #f OR APPROVED EI - r II �Ii1.N \1 , , L W4 . I -k PADatWA Lk o. i 1 + r EAS94M' TO LNO PER FL= FL=f25.1 ni• > PRIVATE EASE N39 PER FB& MAP 'ITi 3i / r ► r I IIEST WALL ELEVATION" FOR ADDITIONt RETAINDE ---7 �� ♦� ♦' S 1 PVT. RAISED % ♦ ► ► � •' ► KEEP a® a�a�.w.�.�ar.Ir►�.�.�.�.�.�.�.i .w�.vvv .vavavav'wrwa a�trvv. �.vavvmvva v soiA _ s • I1 �� p, DETAIL- SEET -4 -M II % 1 1 I ,. . "" ALL APN. 255-M-24 FG--125.50 I• •I 11 . 1 f M EXISTM D-75 •+r EWTDv , - 3 L l i E r -• �7 7r 1! d. 10-03-73- +' / 1 ., + ' REP LA ! i'F Wall pa i D I OR I' P.. 1.. ,,. NOTE TO CONTRACTOR: 1. ALL RUNOFF SHALL BE DIRECTED TO VEGETATED IMP AREAS BEFORE LEAVING THE SITE. ROOF DRAINS SHALL NOT 13E CONNECTED DIFIECTLY TO THE STEW SYSTEM. ALL ROOF DRAWS SHALL DISCHARGE TO VEGETATED WP AREA BEFORE LEAVWG THE SITE. 2. PERMANENT VEGETATED IMP AREAS SHALL BE CONSTRUCTED PER SIZE ON PLANS AND SPECIFICATIONS PROVIDED ON "TYPICAL IMP SECTION" DETAIL ON SHEET 4. ANY DEVIATIONS WITHOUT PRIOR APPROVAL FROM BOTH THE CITY OF ENCINITAS AND THE ENGINEER OF RECORD WILL RESULT IN REMOVAL AND RECONSTRUCTION OF IMP AREA. 3. BUILDING FOOTING SHALL NOT SURCHARGE RETAINING WALL STEM. DEEPEN BUILDING FOOTINGS AS NEEDED TO AVOID SURCHARGE TO RETAINING WALL STEM. CAUTION: EXISTING UTILITIES SHOWN HEREON ARE FROM BEST AVAILABLE RECORD INFORMATION. ACTUAL FIELD CONDITIONS MAY VARY. CONTRACTOR TO POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION OR ORDERING MATERIAL. ANY DISCREPANCIES OR DEVIATIONS FROM THE PLANS SHALL BE REPORTED TO THE ENGINEER OF RECORD UPON DISCOVERY. GRAPHIC SCALE 1 " =10' DATE 0 10 20 30 APPROVED DATE REFERENCES DATE BENCHMARK SCALE CITY OF ENCINITAS SURVEY CONTROL POINT (,T3.�f NO. 1007, "CLSB -004 ", FD. 2.5' DISK IN NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 " =10 THE SE QUADRANT OF EL CAMINO REAL G OLIVENHAIN RD. 33 FT OFF CURB 9 310 FT EAST OF INTERSECTION, PER ROS 18416. VERTICAL N/A NOTE: IMP FACILITIES TO BE MAINTED BY HOA AND NOT TO BE MODIFIED WITH OUT PERMISSION FROM THE CITY OF ENCINITAS. MAINTENANCE FOR PRIVATE SORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL /IMP FACILITIES BY HOA PER DOC. 2012- 0601006 REC. 10 -2 -12 UGOlO u OT UM1111M OT I;MCI;KrU UT wymRoVAT Q TGL TRG WJS PARED UNDER THE SUPERVISIpN,OF REVIEWED i� PLANS R DATE: i 1 Z, BY: , M - ILA H G G , ►IJ1� R.C.E. NO. 68964 S LDS W. JL(SkIN SUITER EXP. 12 -31 -13 DATE: 11 "IS 12 DATE: �� (S• /Z 1 11 1 1 F I 11 f I I I I r l d I I I l l l l l l l I �i32.f3 I l l l l l l l l l/ I �� •7 I �`v( I I l l l l l l I BW= 71 I I J, r 1 1 1 III I I I f I! l 11111111 1 - PC7 Af7(IB4 PWTYI O t I 1 NAI T II I l 11 i llI�IIII11 I 1761-1215.5 �1 1 1 I 1 1 I I IIDF12231 l l l! 1 1 (I I I i 11 I I I l l l( 11 III l 11 1 f II I I I I I I I/ l TE P4 I .Q III Ii;;l l l I Q-t' G p7'B 1 I I I I I I I I I I I I I I I I I I P =1 5 1 1 1 1111j1 11 l I l l l l IIII I I I /Y5� ( 1 1 1 1 1 1 1 I I T 4 /!2"'PVLI I I I 1 I I I I 1 >"IOpp+B,p�l 1 1 1 1 1! 1 1 I I / Of 15°49 l l l l l l l l l 11 Thk 7 I III I 1 BIII .O.f.- -}23 °q �pjl� I I l j ll 1 1: 54-22 1 I �/SaIV;SIgV 1 1 1 1 1 1 1 1 ( 1 111111 I I LqF = i i I I I I I I r I I I i i i I I I I I I I I I NCR I I I I I 'FAST A T I I wARIRI. Tr N I JI 1 1 I ips IE-i 9 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 I l u l l l 1751BF1W l i f� I I I "iI l I I IMSIIALNL TYPE 170 I CAI�}N I I I I sm I SODS& I I I (t1 -1245 I lw � I I 1 r�>2�51 LD�l10 � I `f II 1 /� , , �. o %Y, � 0yT= q R /tsRSrV 1 1 1 I I I I j 1 -P CATCH 'APN 25222 ZI (r lll/ '41VATE STUMMIpN/ / P / 2012-0211382 1 C \4 -11 -12 / / /// WSALL / T✓ F DIISTIAG MODIFIED-- - F" CATCH BASIN PER fL= 110.14 / 1E= 108°54 No. 68964 - Exp. 12/31/13 PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 ITT Coast Highway 101 Ste A Solana Beach, CA 92075 ph 858.259.8212 1 ffa 858.259.4812 I Ipisaemgineesiisg.com CITY OF ENC=AS ENGINEERING DEP. GRADING PLAN FOR: PRAMOSE LA10 APAt 255 - 222 -46 & 47 ARTMENT DRAWING NO. 11271 -G 11-063 PCOIDR /CDP I SHEET 3 OF 1.3 4 TG PER PLAN IE PER PLAN J 12" PVC �r (TYP) Fj4�-j S.Y.S. I CONSTRUCT TYPE C -4 RET. WALL PER SDRSD (TYP.) PAD =124.0 `� -' '> `P�OTING DETAIL THIS SHEET (TYP) INSTALL 12" PVC DRAINPIPE 5' VEGETATED SWALE (TYP-) PAD =125.0 SEC1 IUN A NTS 20' 3 SEWER EASEMENT 24' 3' 1 PAD =126.9 ., CONSTRUCT TYPE C -4 PET. WALL PER SDRSD (TYP.) SECTION B NTS "` \ PROPOSED VEG. INSTALL B" IMP PER DETAIL SEWER MAIN THIS SHEET EA C -4 ORSD TYP.) R I ` BUILDING FOUNDATION Ra. Y RETAINING WALL I { III PER SDRSD C -4 1 !1 =1 (TYP) (i BUILDING Y.S.B. RETAINING FWALL NSTEM. SHALL DEEPEN FOOTINGS 0.51 AS I -li AS NEEDED TO AVOID SURCHARGE TO _ - -_ I RETAINING WALL STEM. EXISTING ;iI III -I GROUND =� IIII = 12" PVC DRAINPIPE INSTALL 12" FOOTING DETAIL PVC DRAINPIPE NTS DEEP ROOTED, DENSE, DROUGHT Sri TOLERANT PLANTING SUITABLE 5118 BDRY a 18" BROOKS BOX FOR WELL DRAINED SOIL BDRY 11.0' i5 9' 10' SPRY TG =130.0 TW =130.5 r VARIES PER PLAN R.Y.S.B. FG =129.6 LEVEL AND DEPRESSED A CONSTRUCT TYPE C -4 RETENTION AREA SHALL BE 18" RAISED BROOKS BOX INLET PER PLAN EXISTING 6' 10' 6.0' P.Y.S.B. PROPOSED 6' SOUNDWALL SOUND WALL R.Y.S.B. 4 (NON RETAINING) RETAINING WALL PER 2" HARDWOOD MULCH PAD =126. 7% SDRSD N• 0.5' MIN 2 YII -V 18 BROOKS SURROUNDING GRADE E 4" MI _ -_ _ PAD =137. % - 0.5' VARIABLE HEIGHT PLANTER /RET _ FS =127.0 TG 126.5K5 B EXISTING PAD =134.1 -I - T MAX 12• DRAIN GROUND _ �! IIII =III =! '' =III I i -- WALL TO MAINTAIN 6' - - , PIPE @ 7.5% - - - - - - 24" MIN. ENGINEERED SOIL - _ EXPOSED SOUND WALL - - 12" DRAIN PIPE -III = _ _ _ - - - : _ ; *SEE NOTE BELOW - -- - III- ®_ ; - III =I= III = III = III =III -I =III - III -III -I _ _ EXISTING EXISTING - - - (( ®' -_ _ @ l3.0% - = - - RET. WALL GROUND �=--I �, i,I =III ,I I- III =III= EXISTING III INSTALL RET. IE =123.7 -_ - IMPERMEABLE VISQUEEN LINING TALL IMP AREA - - GROUND - L WALL PER PLAN li -III III _ =III- III III -III III III =1 I II PER PLAN - - IE =123.2 INSTALL 12 °' VEG. IMP =I -I 12" PVC DRAIN PIPE - III - INSTALL VEG. IMP AREA @ 2.0% (MIND III .:. ' - ._ �' 3-• -316" GRAVEL INSTALL PET. A DRAINPIPE AREA PER DETAIL THIS SHEET - " - - L '�: - 1 /�1 INSTALL 12 " PVC - 12 ••-3/4 " CRUSHED ROCK SEIa. TI N lr @ 2.0% MIN. III -_ i- ( I- - 3 " PERFORATED PIPE SECTION D SECTION E s �+�1 r,-�I ®N= III = III = III = =III -; �I- III = III = III =I =i W/ FORATIONSBATCTHE INVERT S. il� 1 PLACE 3" PVC @ 2' O.C. 4" PERFORATED PIPE W/ FILTER FABRIC TO CONNECT TO BROOKS 12" PVC DRAINPIPE BOX PER PLAN NOTE: 4" PIPE SHALL BE CENTERED IN IMP RUN ENTIRE LENGTH OF IMP TW PER PLAN TYPE 'F" CATCH *'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL MIX WITH NO TOP OF y BASIN PER SDRSD D -7 MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR WEIR = 125.44° TG= 126:97 HARDWOOD MULCH, AND 20 -30% TOPSOIL FINISHED GRADE FL =124.3 IMP PER DETAIL NOTE TO CONTRACTOR: - 10� THIS SHEET PERMANENT VEGETATED IMP AREAS SHALL BE CONSTRUCTED PER SIZE ON PLANS AND II= SPECIFICATIONS PROVIDED ON THIS DETAIL. ANY DEVIATIONS WITHOUT PRIOR APPROVAL BW PER PLAN III- WALL GRAIN PER FROM BOTH THE CITY OF ENCINITAS AND THE ENGINEER OF RECORD WILL RESULT IN (- ( SOILS ENGINEER IMP PER DETAIL a = ' ( -4 RECOMMENDATIONS THIS SHEET 4 PVC DRAINPIPE REMOVAL AND RECONSTRUCTION OF IMP AREA. (TYPJ 12 " PVC @2.0% 12 " PVC @2.0% TYPICAL IMP SECTION IIIIII ° a NTS IE IN =112.5 IE OUT =112.2 SECTION G ,,, � � r RIPA TYPICAL RETAINING WALL 1 " =10' 5' 41' 46' 5' EWA IDEWAL NTS 0.5' S t 51 5. 6' SOUNDWALL J BIKE TRAVELWAY TRAVELWAY STRIPED MEDIAN TRAVELWAY TRAVELWAY TRAVELWAY BIKE 5 1 ¢ pay -a VARIES LANE 2% LANE RAISED PLANTER PER FiR - - - DWG 11271 -I 5' -III -I _! - =III -� =III �� ��II��I -II_I 1 L III - ARKWA 5' 18' 18' 5' R- EX CURB, GUTTER EX PAVElVETIT �� i�J-J� - I -t - DEWA TRAVELWAY TRAVELWAY DEWA AND SIDEWALK EX 4" SECTION SDRSD G -2 CURB &GUTTER �'•1 10, � F#° GAS EX 12" AND G -7 SIDEWALK PER i 2% 2% z1 WATER MAIN DWG 11271 -I -� 2% 2 EX BERM TO BE REMOVED - - -- 2 _ - PER DWG 11271 -I �- L- �- �- -� -' -�-� OLIVENHAIN ROAD ®TYPICAL SECTION JOINT TRENCH PER (� (- i -� -III ((( -._ (� MODIFIED G -4 ROLLED CURB SDRSD -- PER DWG 11271 -I 1 " =10' QF\OFESSr MODIFIED 6-4 ROLLED CURB - -I ( ((- - 4" AC OVER 6" CLASS II BASE QUO P� 30STIN as BST PER DWG 11271 -I - �1 -°-"°` PEA SOILS ENGINEER RECOMMENDATION 6" WATER MAIN �' " 2� PAS C O LARET SUITER . ti y z B" SEWER MAIN s Expo 12/31/13 & ASSOCIATES PUBLIC ROAD - TYPICAL SECTION CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING W. JUSTIN SUITER DATE S'Tq CIVIL 535 N Coast Highway 101 Ste A Solana ]Beach, CA 92075 R.C.E. N0. 68964 � OF CA�IF� g Y EXP. 12131113 1 " =10 ' ph 858.259.8212 1 ffz 858.259.4812 f plsaeagineering.c®mn REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED o ev oRTRG ev CHEWJS av APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS -BUILT CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PREPARED UNDER THE SUPERVISION OF REVIEWED DETAILS 6 TYPICAL SECTIONS FOR. N0. 1007• F A 3'04 ", RA 2.5" DISK IN �\ DATE: 1 11271 °lJ - NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 " =10' � I' s BY: �•/�/�� �� �� ��pp (��+ THE SE QUADRANT OF EL OFF CUR REAL 6 MASIH MAHER GRE SH� DS P1�.DWROSE L OLIVENHAIN RD. 33 FT OFF CURB & 310 FT ,',, �e;' R.C.E. N0. 68964 -- EAST OF INTERSECTION, PER ROS 18416. VERTICAL N/A W. JUSTIN SUITER EXP. 12 -31 -13 DATE: �� 12 DATE: f ' fS ' ��" DATUM: NAVD88 ELEV.: 84.68' � APN.' 255 - 222 -46 6 47 11 -063 TMBD /DR /CDP SHEET 4 OF 13 101112012J. \Active Jobs \1873 City Mark - Olivenhain \DRAWING \1873 F.pro LS 1873F `LiM atrntxrvis iW `—LOT 8 PAD OF FOOTING. MIN. 6" ELEV =125.0 BELOW GRADE (TYP.) WEST WALL ELEVATION 1 " =10' LOT B PAD ELEV =124.8 LINE REPRESENTS TO) OF FOOTING. MIN, 6" BELOW GRADE (TYP.) 0 PIOR7H RETAINING WALL HEIGHTS SHOWN ON THESE PLANS ARE BASED ON AERIAL TOPOGRAPHIC INFORMATION. ACTUAL FIELD CONDITIONS MAY VARY. CONTRACTOR TO ADJUST WALL HEIGHTS AS NEEDED BASED ON ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE IF WALL HEIGHT EXCEEDS 5' -4" FROM TOP OF WALL TO TOP OF FOOTING. N ti Sim ASBUELT �z LD No. 68964 p m s Exp. 12/31/13 a S'T CI Q VD- 9� OF CA�IF� PASCO LARET SUITER & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 Pd Coast Highway 1®Il Ste A Solana Beach, CA 92 095 g Y ]B ply 858.259.8212 1 ffa 858.259.4812 plsaengineering.c®ffi W. JUSTIN SUITER DATE R.C.E. N0. 68964 EXP. 12131113 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY DRAWN BY CHEwis 6Y APPROVALS CITY OF ENCINffAS ENGINEERING DEPARTAM* T° DRAWING N®" TRG RE CA 4 PAD CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1007, CLSB- 004 ", FD. 2.5" DISK IN NE CORNER OF A 3'X3' DRAINAGE BOX IN THE SE QUADRANT OF EL CAMINO REAL 6 OLIVENHAIN RD. 33 FT OFF CURB 6 310 FT EAST OF INTERSECTION, PER ROS 18416. DATUM., NAVDBB ELEV.: 84.68' HORIZONTAL 1"=10' VERTICAL N/A PLANS PREPARED UNDER � W. JUS IN SUITER THE SUPERVISION OF e DATE: r ?il � R.C.E. NO. 68964 EXP. 12 -31 -13 REVIEWED 8Y' MASIH MAHER GR G S ELDS DATE. I I S 1 DATE: Z - 1/ --�� ,� -�S -� WALL PLAN FOR: � ®�� APN.' 255 - 222 -46 G 47 11 -063 TMBD /DR /CDP 11271-G M 2 AS- DUILi' SHEET 5 OF 3 1011 12012JAActive Jobs \1B73 City Mark - Olivenhain \DRAWING \1873 F.Pro PL6A 18 3F 1 �. STORMWATER POLLUTION CONTROL EMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDE FOR VEHICLES EGRESS AND INGRESS TO ` ` a -- — - -- t , -- _..____ __ PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND /OR - - CORRUGATED STEEL PANELS /PLATES. _ ���" ��-'✓ ��-�/ CONSTRUCTION VEHICLES 4 IN (10 CM) ,I � A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES OLIVENHAIN ROAD 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. OFF -SITE. INTO HE TRENCH. W IN �._.- EROSION CONTROL _v EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE - I Ijll I II p')II PROTECTED ANDNBONDEDI�IBERSMATRIX, SURFACES SUCH AS EROSION CONTROL MATS, PER DETAIL HIS SHEET (TYP) I (((� II FILTER FABRIC 17(� / CONSTRUCTION ENTRANCE i WIPE -_- NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 4 A � PER DETAIL THIS SHEET /� �� I � 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. _ "I -1. rj -- - -- - �� - - -- Ic,n �t� ,_;_- _ — - SILT FENCE DETAIL REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED � -...j -� ���� �- _ IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR __ �_,;, �, __ _:.„ �, ___ - -- -- - - ' - - NOT TO SCALE SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. _ �, i �I " �j � - � � -'" " `r � � �_ 1 . -- - - - I.a 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. I s__ PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE - - ` COMPLETE. GRAVEL BAGS � INLET PROTECTION GRAVEL BAG WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PER DETAIL THIS C \\ t SHEET (TYP) ° INLET THIS 2 RUNOFF TWO LAYERS OF GRAVEL BAGS ON CONSTRUCTION MATERIAL STORAGE \ - i = -- SHEET (TYP) W ENDS OVERLAPPED WITH 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 f GAP BETWEEN BAGS PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON- SITE., mm 4 ___ GRAVEL BAG DETAIL �v ;c ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE !i I NOT TO SCALE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY I s FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR I $2LT FENCE COARSE PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND c g 1, PER DETAIL AGGREGATE - -- - _ _�_ _ _ _ _ . _... __.. ' .- IIS SHEET (TYP) FILTER - THE PERIMETER AT ALL TIMES. � -- TRAINING ��._ FABRIC A ° ORIGINAL CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BED GRADE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES r L. ' °° m�, SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER (S) AND THE PRIME CONTRACTOR Z ___ ;�` by ° MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. -\ - -- t j' -' ° °d ° ° WASTE MANAGEMENT', - 9ILT FENCE PER / �- 1.1' MIN., UNLESS OTHERWISE l SPECIFIED BY A SOILS ENGINEER CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION DETAIL THIS SHEET (TYP) j MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO j THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ; _ °= �I SBCITONA - -A NOTE. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED �j, 1 f, CONTRACTOR TO MODIFIY CONSRUCTION AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR GRAVEL BAG C ECK DAM ENTRANCE IN THE FIELD AS NECESSARY LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED I ;< PER DETAIL THIS SHEET (TYP) CONSTRUCT SEDIMENT BARRIER AND WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT J T CHANNELIZE RUNOFF TO SEDIMENT WITH ANY TRASH MATERIAL. /,� �n 7„ TRAPPING DEVICE MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS BROKEN ASPHALT - -- - -- -''� _ _ ( / _ A AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON °° DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 7114 - 1195. (_ 'y`` > ( s < ° FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EOCO AT (760) 436 -4151. GRAVEL-,BAG INLET PROTECTION I l ° PER DETAIL THIS SHEET (TYP) j. _ - __ r " r "' GRAVEL BAG INLET PROTECTION ° ° rr; - pj ° ° ° WIDTH AS REQUIRED m y °t, rr RDETAIL THIS SHEET (TYP) Q ° POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES j 7 T' -' ,_�< " d TO ACCOMODATE _. AROUND THE SITE. _ _ . ! __ i L ° , ° ° ° ° ANTICIPATED TRAFFIC PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR + S 44 4 HALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON 0 i ° ° °d PERVIOUS SURFACES. kA, 1, ° JLJ a ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR + i L I {,li N RADIUS A MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. a I 20' MIN FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. ENTRANCE DETAIL EROSION _ ___ _ N TI N -- - ' + � � � _� ! � - � �``. i� � f..� § , � e `', � NOT TO SCALE CONTROL t � ____) 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT �aFj�e/ LAl7AIA _ AT (GS9) 231 -1161 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY 1 1_. ._.__ .i Q) w, NPDES STATEMENT / SPECIAL NOTE SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 I I ti `< 1 DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURESi1l ""' "�1 1i = a STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER NO. R9- 2009 -0009 WHEN RAIN IS IMMINENT. „ F (N.P.D.E.S. GERNERAL PERMIT NO. ), WASTE DISCHARGE ;�� is x•_ REQUIREMENTS FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING GRAVEL BAG INLET C a� CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORM INSPECTOR. ' PROTECTION PER \'� SILT FENCE PER WATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM DETAI THIS SHEET (TYP) ?� DETAIL THIS SHEET (TYP) f PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION ('\ COMMENCEMENT OF GRADING ACTIVITIES AND A COMPLETE AND ACCURATE OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. NOTICE OF INTENT (NOI) WILL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH CITY OF ENCINITAS WHEN RECEIVED' 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE -- n- -... R,_4r, _ ? , -- FURTHER A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. r PERMIT NUMBER FOP THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLICT __:� TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. - - -- -�' -� - - - - -w = = + -_ - >_ __: __ y_. -= '_ IN ADDITION, ETHE UNDERSIGNED AND SUBSEQUENT OWNER (S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO.11271 -G, 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED I AND BY SWRCB ORDER NO. R9- 2009 -0009, AND ANY SUBSEQUENT AMENDMENTS HEREON. - - AS SET FORTH IN - >- PCB ORDER NO. R9- 2009 -0009. SECTION C 7 OF SW 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. " NOI # 9 370364820 9. ALL ,I Yv THE FIVE REMOVABLE A PROTECTIVE DEVICES SHALL PLACE H D EACH WORKING WHEN 5)DAY RNPROBABILITYFORECASTEXCEEDS FORTY PERCENT % (40 SILTAND OTHER DEBRIS _Tj - SHALL BE REMOVED AFTER EACH RAINFALL. (ffSSj \ =; j ON % QA ql I � JUST 1 I + PASCO LARET SUITER AS BUILT CO ti m z ED a No. 68964 s m GRAPHIC SCALE 1 " =20' Exp. 12/31/13 & ASSOCIATES W. JUSTIN SUITER DATE ST CIVIC P CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R.C.E. N0. 68964 9� F��' 555 I3 C ®�is4 Highway Il ®Il 54e A Solana Beach, CA 92 075 EXP. 12131113 0 20 40 60 OF CA ph ph 858.259.8212 ! ffa 858,259.4812 0 jplaaengtneering.com REVISIONS APPROVED DATE REFERENCES DATE $g,NC Aju� SCALE DESIGNED BY oRTRG ev cHewxis sv APPROVALS CITY OF ENCINITAS ENGINEERING DEPAR'CMEW DRAWING NO. AS- BUILT .l 'lS '/3•/ CITY OF ENCINITAS SURVEY CONTROL POINT PLANS PR P D UNDER THE SUPERVISION OF REVIEWED , ^ -/ EROSION CONTROL PLAN FOR: N0. 1007, F A 3'04 ", RA 2.5" DISK IN DATE: (l �� � - D�� 11271 -G NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 " =20' 9 BY: Plt11Y1lLOSE THE SE QUADRANT OF EL CAMINO REAL 6 OLIVENHAIN RD. 33 FT OFF CURB 6 310 FT R.C.E. NO. 8 64 MASIH MAHER GR G SH DS LANE EAST OF INTERSECTION, PER ROS 18416. VERTICAL N/A W. JUSTIN UITER EXP, 12 -31 -13 DATE: 11 IS IL DATE: ��It e fZ DATUM: NAVD88 ELEV.: 84.68' / / APN: 255 - 222 -46 & 47 11 -063 TMBD /DR/CDP SHEET 6 OF I,3 111812012J: \Active Jobs \1873 City Mark - Oli venhain \DRAWING\ 1873 F.pro PLSA 1973F r 611812012N: \1873 F.pro PLSA 1873E STEPSTONE, INC. STEPSTONE, INC. CLASSIC FLAT WALL CLASSIC FLAT WALL Q CONCRETE CAP. COLOR ROLLED CURB AND GUTTER, PER CIVIL PLAN CONCRETE CAP. 1 EXISTING COLOR TO MATCH — 2)� -3' HIGH SLUMP BLOCK WALL ALL L WEST WEST OF PROJECT EXISTING WALL PLANTER WALL WITH STEPTONE, Ca SITE 8x(ox16 SLUMP BLOCK WEST OF PROJECT INC. CLASSIC FLAT WALL CAP PER SOUND WALL PER SITE kn w COUNTY OF SAN DIEGO SLUMP BLOCK ` - _._. _ _.__ EXISTING WAL -5ON STREET EAST u-i � STANDARD DETAIL C -2. SOUND WALL PER — � — — — — — N ate•. =� — — — — OF PROJECT SITE, SEE DETAIL B am �i COLOR t0 MATCH COUNTY OF SAN z2z.�• € " THIS SHEET X fu EXISTING WALL EAST OF DIEGO STANDARD CURB AND GUTTER Sp ^ v m.a Q PROJECT SITE DETAIL C -2. COLOR PER CIVIL PLAN � — -- SLUMP BLOCK SOUND WALL WITH % TO MATCH EXISTING STEPSTONE, INC. CLASSIC FLAT = FINISH GRADE WALL EAST OF � ._._ ___��__- - -- OLI MAIN RC�A>B MH -- WALL CAP PER CIVIL PLANS, HEIGHT VARIES SEE CIVIL PLANS, _ PROJECT SITE . _— _..._....._...... _ � � � -_ � _ � �- � x _ _. � � ..___ COLOR TO MATCH EXISTING WALLS ��( ( ON STREET EAST OF PROJECT SITE DETAIL "A" SECTION nom' €q na - �' kkikYfRi�: fA#'¢'+ r iS b4Y #��: t€? 6'€:F ? No"rt'wu 'bYt`?: ! 1 [ M .: , r SEE DETAIL A THIS SHEET, TYPICAL t rHISSYMBOL A SLUMP BLOCK SOUND WALL WITH CAP N.T.S. KR Frk i>�..a4z.°� � - � j AM az; P Yf1-¢ 1 STEPSTONE, INC. CLASSIC FLAT STEPSTONE, INC. p� ^, x �1xSSr' if�f., A'a h?,8 3 'i�.t.8 ., .✓ �T.. ,_, -„ °7 }4x4 _.. """ 5_At+ Z - =7-c . -- WALL CONCRETE 4 CLASSIC FLAT WALL Xd tAR.B -hW _ _ - _ _�.. _ _ _ _ �- CAP. COLOR TO MATCH EXISTING -' Q CONCRETE CAP. COLOR t0 MATCH I 5 HIGH WOOD FENCE, PRIME AND PAINT ALL WOOD, TO ff4 €;u 1 ;ffeR. .✓ . 5�. fka Sc ;...r 3iY "I .'a'" - � �< j$ � � 5\Snsg�4 WALL WEST OF Z-4 — p EXISTING WALL COLOR BE CENTER RIDGE (DE6230, LRV 18) AVAILABLE AT t t � � �� a-� LOT 11 r _ �`,,, >: s •, � v ', . ` gpA4 F3 SRf j -v F8'wf3"ii 7 = 'rT #,r,4 tg,«x <z.:, SLUMP BLOCK BOCK RETAINING WALL PROJECT SITE 'n WEST OF PROJECT" DUNN EDWARDS PAINTS, TYPICAL THIS _ y � -. - � # � 4 € PER CIVIL PLANS COLOR TO Sx(oxlfo SLUMP BLOCK RETAINING WALL PER CIVIL u.i IT g,: K116 SLUMP BLOCK RETAINING SYMBOL, SEE DETAIL D THIS SHEET �tS �' �4 w `&`,{, b£s S;s v"CA �€ r"ic « }.g},9 �-'" I t FF.4f_4 G 7 r }� } m a E4 GARAGE 4 € I ce � 4`f �€ t ( 1 � 1 I A , ±- GARA LOT 1 - , "7. iA0 -177.1 }�t'T.& .- x:M I f F MATCH EXISTING WALLS ON STREET EAST OF PROJECT SITE SEE DETAIL B THIS SHEET TYPICAL THIS ENGINEERING PLANS, COLOR TO X c° WALL PER COUNTY OF SAN DIEGO 1 F \ € a 1 t:..,s }.4...,dr &6'q -F 51 w� p §' $iuL , ..... F$«S'.�4.FF yl FO A o f 4- b,€ \ _ n } ., . �EY3Y �, SYMBOL € €WL MATCH EXISTING STANDARD DETAIL - \ ___._. -_ __ - e.... �- r �,... . WALL EAST OF C -2. COLOR TO �� I t - _ -�' PROJECT SITE F MATCH EXISTING WALL EAST OF ors .. t �} F,r ,4 8 ffF4(.. 7=1 € � }�. ff4 l .. F -tea , ,- I - 5' HIGH WOO FENCE, PRIME AND FINISH GRADE u� PROJECT SITE 0`Mo M' >N.l,r Bw k LOT 10 PE'i ab,l, FRc'42k FC&i '� ,RAGE ( Lod i . >'"44i¢tN%9+'r` 3.^SL K4"I' FF =f.H.B GARAGE -. -.w !� -` .. - - -. I PM -IJA, € PAINT ALL WOOD, COLOR TO BE CENTER RIDGE (DE6230, LRV IS) DETAIL "C" SECTION ?ff ` I AVAILABLE AT DUNN EDWARDS P ''��.4€ _ .. J � €` PAINTS, TYPICAL THIS SYMBOL, B SLUMP BLOCK WALL WITH CAP N.T.S. �. .�F3a I. -r kt�PY.F t}xg,e -.• --.. ,G �i � ,�� r �P rir f;l ^ -. 4iSa? w "} '`- €Y.i i"'€4. xg �e� Xe SEE DETAIL D THIS SHEET 1 __='• �... _... � M14Pd @hff „�_a.,� ' ,A 04_4 N^K S k __.._� F 30" I BLACK CARRIAGE O 5' HIGH WOOD GATE, PRIME AND 2 2� 3/4" CHAMFER PAINT ALL WOOD COLOR TO BE CENTER RIDGE l DE6230, LRV 18) € fi : 255_22, . LOT s " `� �;ff ' i E —.�F � �7G € 3 O HOUSE WALL OR WOOD FENCE AVAILABLE AT DUNN EDWARDS PAINTS, TYPICAL THIS SYMBOL, SEE N Vag" I ^%4aa =}e" � I IFMi s 34ty, 4t4Ubb WAGE e o DETAIL C THIS SHEET I�,} �3 „ PA�IJ0.6 }1�,.. rxxv✓.f ' LOT 3 f 1 r x i„ W`R, II II ®4 X 4 P05T �°a} `� bf gY 4 ! i ff i NAM FF rn..7 F "a H �w 4 O FINISH GRADE °° I) u x G,RAr.E 4 F T' wm S° ✓ ; � . �„_,.� 4N. €; j FC -acE S f 13GO[K -° J } FLOW o Nrtb�l ` Ac ' xP , � � �� PA fxv . e ' , IMP AREA / BIORETENTION FLOW THROUGH — -7 � �: - a M �. F PLAN W/ DEEP-ROOTED ANTS TO TER DEEP RO TED PL I 2 X b BRACING ON 51DE eta : - ..� - `_ , 4 `� , u _ R ° � �L 3 n. L C FILTER STORM WATER RUNOFF, TYPICAL @ ., • � df r€n _etbTF �'"Po c _ `A.,; 3. ?c"- -_.-. t ®.-, P,.. ^ �t € i.,iff THIS SYMBOL, SEE DETAIL E THIS SHEET PRIME AND PAINT ALL s k4 s ;. }24 F s € i �P # d�� €�' Yk'»F ''y .'�# A"+YY' a r2c'"F” }2%2rsK l q. }z'.. sr,.Pa . -� ; g .~&,c fR< rya { :t- € �' 4�. L � ._ F. e, ffz: , WOOD, COLOR TO BE :onc -�. l� G P 5 CENTER RIDGE LRV 18), AVAILABLE (DE6230, , . " �� ` _ ffl X-. tae`. }'Y' :":rvi OE7 ff� r .xXWNL oyal"'Im,... V L AT ___ -__ - r P #2II n 9 2 .....FSAF2ffff \ .....Ll 2%- _. � PLANS 6 DUNN EDWARDS PAINTS,2 I SPA }2 &' ...,..m...,. s{.m %Rf;l sf�,.3 S�13f„ff "....` � T e € Te � a5 i � l H3 ) :2� 7 . k rP24:; `iRii1.8, .jq� rP4.i4 [ FLu€2°.sli t &�f1f� r € DRIVEWAYS AND SIDEWALKS TO �, .t^..'e.?ak -, I" i{ 1j Si'L`a�.. 4 f� ii F'APAP2Str w4 [ i _4 9 , - �� �F< m° ff {`sue €fi&5 ^.^°R °°.'.d € k i-.��1..aF fffi.R 'F � E 6Tut2il' . , , {] ` BE NATURAL GRAY CONCRETE PAVING C 5' -0" HIGH WOOD GATE N.T.S." F' P. GARAGE 4 �] {� .e'k`aa. GARAGE 2 v I� I X 4 TOP RAIL © SIMPSON 5TRONG TIE POST 1 S r ,� �:�� ° zt 9& w •.G ;xz - � T } 8 ":5 o 1 ANCHOR TYPICAL AB k1 li � . -1 � I�� 4 X 4 P05T INSTALLATION TYPE IN 12" LOT 8 n =,�7 _ -7, LOT 7 LOT s I I LOT 4 ROUND X IS" DEEP YAG PAD =1210 I 11 I LOT 5 t 8 O I X 5 INFILL BOARD CONCRETE FOOTING. 'i FINISH GRADE _ m 221 4 - ==�t t%- -1�?�.. ii24,8 -�.: �' � -,zAe r °} PA�,�R 1 1 i 1 I FB...!2x8 R ®5ai. �ff 1 1 I�4. 1 ,M, PAO tTHG I€ 1 Ee �It iEi kC} t SITE PLAN I I ® 2 X 4 TOP 5TRINGER 5 ® I X 4 MIDRAIL BOARD °�� I }r.%d 4e� „ . � 1 �� °sa �a'; 3 ^V ft` -f &4k } Y j I I i rG<f2$9 iF 'g R F25.5 x- `" I , �. F33«5.2 € -. � } € I s `ice H T� \ pli x., a .6F , .r U M A SCALE: 1= 20'-0" 1 I X 4 BOTTOM RAIL s _.. w f -__ - - -- zf £ :� . .t§AF 3 , 20 10 0 20 40 60 b PRIME AND PAINT ALL �} X11i 5 4d "MlrtP%A' \ S? Kdi F ....;� P e i 'T- *W E €I i IF44., Pi.'x' ' m, € 'r"r WOOD COLOR TO BE L t i +.. €#` BLit €ff' Tt 1 € .+ �, € l G f✓2z ?J/ Y - iV. FO^"ff�1, M {:.s� € i t "" ^-I "faRP tm ._- - -- __} 5�f--� ..a�" #� PvNfaS - - P ___` ._ � - � m - -' � ' {{, FL4°1P4 4{aff4 f"}ii } .' S _ - _- Ij e i '�'��" ffA*" fA'b NMI' PsfJN m f ` mi iF ";tLki. ! e GRAPHIC SCALE IN FEET -( CENTER RIDGE (DE6230,� LRV IS), AVAILABLE AT SLUMP BLOCK STAINING WALL -- I — — — -_ — = s -�} — — —mF -- - DUNN EDWARD5 PAINTS PER CIVIL PLANS, COLOR TO MATCH EXISTING WALLS ON 57t�ET EAST OF PROJECT SITE, SEE DETAIL B THIS SHEET, TYPICAL THIS SYMBOL , *tt YcG W$' § ,,.�, 414 _._ _ I: } °� _} � — — `�2G .. f -, at, - ,, S - 4 a }_ ° ;�, . ,. }} u: Y > ,d 2 k . �_ : �� NOR dw, watt " ` � €#4£33 e - 2....ai ib € 1" O m _ � NDSCAP P e o� ED qR 5� Q, fTTf o� GRAVEL WALKWAY, TYPICAL THIS SYMBOL Signature D 5' -0" HIGH WOODEN FENCE N.T.S. VARIES (SEE GRADING MIN. PON'�7EPTH 1 O VEGETATED PLANT MATERIAL, SEE PLANTING PLAN SHEET II FOR f watt `} Watts l`� --?` °� e � Ren Date 9/30/14 Da ? 10/2/12 11 ill Will ilvillill I PLANT MATERIAL — -- mTq Date .�•_'� ''rr�j;�,i:;,:'::.,<.__. ",.��J 20 n IS SAND /SOIL LAYER GROWING MEDIA Poot_; 4II� ;;a;:»ti•.�}cca�- ! ,���,��� �,a.�n�,a S OF CAL \F D 5 3O IMPERMEABLE VI5QUEEN LINING LEGEND a T i — El Ed � � � —I 4 4 IS" +/- 3/4" GRAVEL LAYER SYMBOL DESCRIPTION 5' HIGH WOOD FENCE, PRIME AND PAINT ALL WOOD, ® = j " —_ PROPERTY LINE I � 5 5 O 4 PERFORATED PIPE _— COLOR TO BE CENTER RIDGE (DE6230, LRV 18) i ®_ , ; ; e —F E , b © b" PERFORATED PIPE LOT LINE AVAILABLE AT DUNN EDWARDS PAINTS, TYPICAL -- EASEMENT LINE THI5 SYMBOL, SEE DETAIL D THIS SHEET JAMES P. BENEDETTI CONNECT TO BROOKS BOX SLUMP BLOCK RETAINING WALL LANDSCAPE ARCHITECT NOTE: DETAIL FOR REFERENCE ONLY, SEE CIVIL PLAN SLUMP BLOCK SOUND WALL 4403 MANCHESTER AVE. STE. 201 5' HIGH WOOD FENCE ENCINITAS, CA 92024 E IMP BIORETENTION FLOW THROUGH PLANTER N.T.S. 7601479 -0644 FAX 7601479 -0645 REVISIONS APPROVED DATE REFERENCES 01% R DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS- Utt-t I.1 •/) NO. OF , CLSTAS SURVEY CONTROL POINT NE CORNER OF 3 DRA�WAGE BO I N THE SE QUADRANT OF EL CAMINO REAL ec OU 33 VENHAIN RD. FT OFF CURB HORIZONTAL 1 =20 PLANS EPARED UNDER THE SUPERVISION OF DA 1E: I _ _ �. REVIEWED BY: MASIH MAHER GREG SHIEL HARDSCAPE PLAN AND DETAILS FOR: PRIMROSE LANE 11271 - G do 310 FT EAST of INTERSECTION, PER ROS 18416. VERTICAL NIA JAM P. BENEDETTI L.L.A. NO. 3058 EXP. 9 -30-1 111/15/1x— !l �! Z— DATE: DATE: �L 1DATUM. NAVD88 ELEV.: 84.68' APN: 255 - 222 -46 do 47 11 -063 TMBD/DR /CDP SHEET 7 OF 13 611812012N: \1873 F.pro PLSA 1873E IIw"T10N LErev SYMBOL 114 11,13 1/2 F DESCRIPTION MANFACTIAiERI MODEL RAD PSI F 1/1 1/3 114 DETAIL • HUNTER / R2MS- IS -25 -CV TREE BUBBLER N/A 30 0.25 - - - 3 / BHT. 9 O © ROTOR HUNTER / MPR40 -12 -CV W/ MPIM V -15' 40 - 0.31 - O.IS (D ROTOR HUNTER / MFR40 -11 -CV W/ MPXC6515 V X 15' 40 - - 0.22 OO ROTOR HUNTER / MPR40 -12 -CV W/ MPS6530 V X 30' 40 - 0.44 - - DRIPPER LINE 12' SPACING NETAFIM / TLCVS -1210 NA 1-10 0.90 6,1 / SHT. 9 SYMBOL DESCRIPTION MANILIFACTWERIMODEL IW I M DETAIL 0 3/4' WATER METER PER OMWD 8- 1.1(TYP.) BY OTHERS, SEE CIVIL PLANS 3/4" (SCH. 40 IPS PLASTIC PIPE) 1&3 AUTOMATIC CONTROLLER HUNTER /PCC- 600 -SOL WALL MOUNT CONTROLLER INSTALL IN THE GARAGE 12 / SHT. 9 ® ET SENSOR HUNTER / SOLAR SYNC INSTALL (1) PER MANUF. RECOMM, ATTACH TO HOUSE 22 -30 1 1/2" (SCH. 40 IPS PLASTIC PIPE) 22 -30 INSTALL IN FULL SUN, UNOBSTRUCTED BY STRUCTURES 30 -50 2" (PVC CLASS 315 IPS PLASTIC PIPE) 30 -55 OR TREES 50 -70 21/2" (PVC CLASS 315 IPS PLASTIC PIPE) REMOTE CONTROL VALVE HUNTER /F'GV -ASV SERIES SIZE AS SHOWN I / SHIT. 9 ® BALL VALVE KING GROG. B.T.U. INLNE SIZEV2 BLOCKED TRUE UNION 5 / SHT. 9 VALVE BOX CARSON 1320 8 -13 OR EQUAL SEE SPEC. Rg3Y DRIP REMOTE CONTROL VALVE HUNTER /FGV -ASV SERIES SIZE AS SHOWN 2 / SHT. 9 DRIP PRESSURE REGULATOR NETAPIM / PRY- 015HF35V2K INSTALL PER DETAIL r- GARAGE DRIP SCREEN FILTER NETAFIM / TF015918 -100CV INSTALL PER DETAIL f5.#R DRIP LATERAL END FLUSH NETAFIM / TLFV -I INSTALL PER DETAIL 9 / SPIT. 9 CONTROL WIRE -14 GAUGE PAIGE / M4 GAUGE SEE SPEC. 4,8 / SHT. 9 --- - - - - -- 1 -1/4' MAINLINE (PVC PIPE) 1 -1/4' SCH. 40 PVC 1'- 11/21 - SCH 40t 2' -2 1/2'+ _ CLASS 315, SEE SPECS. f � GARAGE= LATERAL LINE (PVC PIPE) SCH.40 PVC SEE SPECS. SLEEVE (PVC PIPE) SCH.80 PVC SLEEVE • VEHICULAR PAVING 2 X OUTSIDE DIA. OF PIPE TO BE SLEEVED _ SCH. 40 PVC SLEEVE + ELSEWHERE IRRIGATION NOTES: 1. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD STATIC HATER PRESSURE 5E LESS THAN 60 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING HITH INSTALLATION. 2, CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL HIRING STU50UTS PRIOR TO CONSTRUCTION. 3. MAINLINE AND EQUIPMENT ARE SHORN DIAGRAMMATICALLY. 4. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE APPROPRIATE, AND SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS. 5. REMOTE CONTROL VALVES SHALL 5E LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE. 6. VALVE CALL OUT: CONTROLLER CONTROLLER STATION NUMBER VALVE SIZE VALVE DISCHARGE IRRIGATION PIPE SIZING CHART LATERAL PIPE (PVC SCH. 40 IPS PIPE) MAINLINE PIPE -' ¢: n PIPF S17F GPM PIPE &7F GPM 3/4" 0 -8 3/4" (SCH. 40 IPS PLASTIC PIPE) 0.8 1" 8 -12 1"' (SCH. 40 IPS PLASTIC PIPE) 8 -12 1 114" 12 -22 1 1/4" (SCH. 40 IPS PLASTIC PIPE) 12 -22 1 1/2" 22 -30 1 1/2" (SCH. 40 IPS PLASTIC PIPE) 22 -30 2" 30 -50 2" (PVC CLASS 315 IPS PLASTIC PIPE) 30 -55 2 1/2" 50 -70 21/2" (PVC CLASS 315 IPS PLASTIC PIPE) 55 -70 3" 70 -110 3" (PVC CLASS 315 IPS PLASTIC PIPE) 70 -100 NOTE: ALL IRRIGATION AND LANDSCAPE WITHIN THE OLIVENHAIN ROAD PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE H.O.A. AND SUPPLIED IRRIGATION WATER FROM LOTS 1 AND 11 IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT. ALL IRRIGATION AND LANDSCAPE WITHIN THE PRIMROSE LANE PUBLIC RIGHT OF WAY, SHARED DRIVEWAY OF LOTS 7 AND 8, AND SHARED DRIVEWAY OF LOTS 4 AND 5, SHALL BE MAINTAINED AND SUPPLIED IRRIGATION WATER BY THE INDIVIDUAL LOT HOMEOWNER IN ACCORDANCE WITH ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT. IF THE INDIVIDUAL LOT HOMEOWNER DOES NOT MAINTAIN THE IRRIGATION AND LANDSCAPE WITHIN THE PRIMROSE LANE PUBLIC RIGHT OF WAY, SHARED DRIVEWAY OF LOTS 7 AND 8, AND SHARED DRIVEWAY OF LOTS 4 AND 5 IN ACCORDANCE WITH THE CITY OF ENCINITAS'S APPROVED LANDSCAPE PLAN, THEN THE H.O.A. SHALL ENFORCE THE PROPER MAINTENANCE FROM THE HOMEOWNER. DOCUMENT NO. RECORDING DATE CURB AND GUTTER - PER CIVIL PLAN LOT 11: A-3 3/4" 5.4 A -5 A -4X . 3/4" 1.5 3/4" 0.5 `\ LOT 10: A -1 A -2 A 3/4' LOT 9: LOT S: A -1 A -2 A -3E A -4 3/4" 4.8 [ /4" 4.( 3 iC DI w' Ram CI rm MET? .. i7 5 - -- -- -- N 87'29'42'E 222.00' u m c -Amr -� ,e �wl -G M, OLI VENHAI N ROAD O� 4444 t � _ ...................__ 'T 1 : A -1 A -2 .�FFR iv an, FR�Y7 ?k5 �W; 1s„?Bt 4 _�"�.' 9 ac. I:frea I 7q,"' � <.. LOT is GARAGE I LOT 2 ff -1348 PAD -131 IF ' W; GARAGE M-f r 171.2 ? PAD -130.6 A, R/RA(£ Ft m? M .2aG -' ¢: n -+� ," wxk.8 .a1 : _. .y p r 3 t�l r r 3?':9 Yx - } 4.r,3I f Pii ti E::; z, Rg3Y � FPfA0--13V7.4 r- GARAGE GARAGEI f5.#R t U Lr .R i #254. } k� €�ksr f � GARAGE= t?&!rr MIMI _ remora: f I a# LOT 10 ij -� E.ffYk3Y�'G kll GARAGE PkV$ PAO f3Ai 9 ac. I:frea I 7q,"' � <.. LOT is GARAGE I LOT 2 ff -1348 PAD -131 IF ' W; GARAGE M-f r 171.2 ? PAD -130.6 A, R/RA(£ Ft m? M .2aG -' ¢: n -+� ," wxk.8 .a1 : _. .y p r 3 t�l r r 3?':9 Yx - } 4.r,3I f Pii ti E::; z, Rg3Y � r- GARAGE f5.#R t U Lr .R i #254. } f � GARAGE= t?&!rr _ remora: f a# 9 kll A I W LOT "1e�, LOT 7 _. LOT 6 LOT 4 Pwo =1240 W-1217 ` I LOT 5 PAO=10.0 �x s-- , -. „ � hKKm. 7 127.8 I PA0=1mo PAD=IX9 ;a 6 PAD-IMO E � bF.Me !•-, Y MM - .gib: " {,x is 3 I � i A rk A '"i .9i, lu ?'w xx f �! vo� J z MAMW �, w ` M4 7 r c� a a � .. -:n1 _ sit�N 255- 222- -2r= l k§X r. `,` i frsa E 8Ph'.. „z�,- .22Z-.M3 i.. rmE F m � �� lerxzr r•� s�'� s ,> wa _w,Tc\': " +.. m aviP9S A -1 A -1 A -1 LOT �: 3/4" 4.4 A -2 LOT (o: 3/4-6.2 A -2 LOT 5: 3/4-4.8 A -2 LEGEND 314" 6.9 314" 1.76 3/4" 14.2 A -3 SYMBOL DESCRIPTION A -3 A -3 - - - - PROPERTY LINE 3/4" 0.5 A -4 3/4" 6.7 A -3 - - - - - - - LOT LINE 314" 2.2 ------ - - - - -- -- EASEMENT LINE SLUMP BLOCK RETAINING WALL SLUMP BLOCK SOUND WALL 5' HIGH WOOD FENCE LOT 1: A -3 A -4 A -5 LOT 2: A -1 A -2 A -3 3/4" 9.1 3/4° 1.5 :1 . I'm"- :tap LOT 3: A -1 A -2 A -3 i "Afa yip ��14" 1.3 3/4' AFW M5-W-20 frt�us Y6.1 A LANDSCAPE JAMES P. BENEDETTI ARCHITECT 4403 MANCHESTER AVE. STE. 201 760/479-0644 .• 0. i v U BY III REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE IMP BY III ME ,,Pe APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. Ik5 -6ut�T •� -i CITY OF ENCINITAS SURVEY CONTROL POINT PLAN P SPARED UNDER THE SUPERVISION OF REVIEWED IRRIGATION PLAN FOR: N0. 1007, RANT 4•, FD. 611 DISK IN 1 -2� DATE.- �- PRIMROSE LANE 11271- G NE CORNER OF A 3'X3' DRAINAGE BOX IN L HORIZONTAL BY /�'� THE N QUADRANT OF EL CCMINO REAL Ai MASIH MAHER GREG SHIEL OUVENHAIN RD. 33 FT OFF CURB • 310 FT ( � L.L.A. N0. 3058 EAST OF INTERSECTION, PER ROS 18416. VERTICAL N/A J ES P. BENEDETTI DATUM. NAVD88 ELEV.: 84.68' EXP. 9 -30 -1 DATE: I ®I S/1 Z DATE: / �' S" �� APN: 255 -222 -46 do 47 11 -063 TMBD/bR /GDP SHEET 8 OF 13 ED WIRE CONNECTORS (2) XXX -ASV COILED WIRE ?OOF CONNECTORS (2) 4CZ -075 E & FITTINGS N7RADE WHIM000-41 C K STEP: 1. E 3. �sFRIP WIRES APPROX. 5/8" FROM END. [441St CONNECTOR UNTIL WIRE END REACHES 5OTTOM. CONTENTS OF SEALING PACK, CUT 1/2" OFF ENO OF PACK AND INSERT CONNECTOR TO OPPOSITE END. ° lilj I O AUTOMATIC IRRIGATION SO PRODVIDE 3/4" NOM. DIA. PLASTIC 1 - POP -UP SPRAY HEAD f CONTROLLER ELECTRICAL CONDUIT FOR 120Y SWING JOINT ASSEMBLY (1 SCH 80 r --- LATERAL PIPE & FITI1NGS LATERAL PIPE &FITTINGS O PLASTIC ELECTRICAL CONDUIT POWER 2 _ NIPPLE AND 3 SCH. 40 ST. ELLS) (9 CONTROL WIRER (BUNDLE AND TAPE) 3 - ANGLE WILL VARY WITH HEIGHT OF AIN LINE PIPE &FITTINGS MAIN LINE PIPE &FITTINGS O ELEC. CONDUIT COUPLING POP -UP BODY O CONNECT . CONTROLLER HOUSING 4 - PVC SCH 40 TEE (SST) OF ELL (ST) 4O CONCRETE FOOTING OR SLAB PER'R� 5- PVC NONPRESSURE LINE 4. P OPEN END OF SEALING PACK WITH TAPE, 6 - 2" MAX. FROM CURBS, WALKS, ETC. ALLOY) TO SET UNtIL I�$IN JELLS. ® PLASTIC ELECTRICAL CONDUIT *NOTE* *NOTE* W DEG. SWEEP (SIZE AS MOD) 7 - AT FINISH GRADE IN TURF AREAS, ANTI- SIPHON VALVES SHOULD BE INSTALLED 6 -12" ABOVE THE HIGHEST ANTI- SIPHON VALVES SHOULD BE INSTALLED 6 -12" ABOVE THE HIGHEST O WALL 1" IN 4 DEPTH AREAS SPRINKLER HEAD WITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE. Q 3/4' EXTERIOR GRADE PLYWOOD 6 - SPRINKLER HEAD WITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE. MOUNTING PLATE SECURED TO WALL W/ 6 - 1/4" DIA. ANCHOR NOTE: CHECK VALVES SHALL BE INSTALLED BOLTS OR EQ. (PAINT AND SEAL EDGES) AS REQUIRED TO CONTROL LOW HEAD DRAINAGE. NOTE:MOUNT ON 6"X6' DM. FIR POST IF STRUCTURE IS NOT M PLACE AFTER IRRIGATION HAS 5EET1 COMPLETED. (DIREMOTE CONTR ❑L VALVE 2 DRIP REMOTE CONTROL ASSEMBLY CONTROLLER POP -UP HEAD 4 WIRE CONNECTOR 7 6 6 7 66 2 2 FINISH GRADE II1- 1_II I 1 2 12' TYPICAL 8 SPACING IIF z � LJ2 S th • 4 ••0p• � l� o� • � 0 0 c •v • o Q O o• •�va O p •p o O • •p qcbe p0Q°6; 4 • oo O o 0 n O BALL VALVE © FINISH GRADE IN TURF 1" IN G.C. 2O PVC SCH 80 UNION O VALVE BOX W/ 2" BRANDED BV 3 HORT PVC SCH. 0 NIPPLE [LENGTH AS REQ'D� © COMPACTED SUBGRADE O 4X6" BRCIK SUPPORT BLOCKING ON COMPACTED SUBGRADE O PVC SCH 40 FEMALE 1 CU. FT. (MIN.) PEA ADAPTER (TYP.) GRAVEL SUMP I BALL VALVE SOILS MANAGEMENT REPORT SOIL ANALYSIS The texture of the soil is classified as clayey sand. The small clay particles of the soil causes it to consolidate and compact, resulting in a moderate to slow soil infiltration rate. Additional factors such as, compaction due to site grading, may further slow the actual soil infiltration rate. The soil is strongly alkaline at 9.1 on the pH scale, which, if not amended, could cause a broad range of plants to show symptoms of alkalinity, including chlorosis. The total soluble salts is safely low at 2.60 dS /m (measured by the ECe). The sodium level of the soil is 10.7 meq /liter. The organic content of the soil is low at 0.5 of the total sample by dry weight. RECOMMENDED SOIL AMENDMENTS Apply in Lbs per acre Nitrogen = 70 Manganese = 20 Zinc = 0 Potassium (K20) = 250 Boron = 1 Iron = 0 Sulfur = 0 Phosphorous (P205) = 70 Copper = 0 All planting areas shall be finished with a 2 inch layer of shredded bark mulch. Landscape contractor shall provide a sample to the landscape architect for approval. REFER TO LANDSCAPE SPECIFICATIONS SECT. 108, D, 2 NOTE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AGRONOMIC SOILS REPORT AFTER FINISHED GRADING AND PRIOR TO ANY PLANT INSTALLATION. SEE LANDSCAPE SPECIFICATIONS. SPACING O COMPENSATING TUBSSURE 0 IN -LINE EMITTER SPACING PER LEGEND 2O EMMISION POINT O LINE AIR RELEASE VALVE TORO / YD- 500 -34. LOCATE AT THE SYSTEMS l� PVC PIPING & FITTINGS HIGHEST ELEVATION l� START CONNECTION (SEE DETAIL) NOTE: DRIP TUBING / LATERAL SHALL BE LOCATED A MAXIMUM OF 2" - 4" 5O LINE FLUSHING VALVE (TORO / FROM THE EDGE OF THE HARDSCAPE. FCH- H -FIPT) IN SUMP BOX OFF OF NOTE: DRIP TUBING / LATERAL SHALL BE PVC FOOTER (SEE DETAIL) LOCATED AT A DEPTH OF 6" BELOW © SOURCE (TO HEADER) FINSIH GRADE. O EMISSION POINT SPACING: (12-) TRIANGULAR EMITTER SPACING 61 TECHLINE /SUB- SURFACE WATER USE CALCULATIONS TECHLINE EMITTER TUBING O TECHLINE TUBING ELBOW O POLYETHYLENE TUBING ® TECHLINE 314" MALE ADAPTER O PVC TEE (SxSxT) © PVC LATERAL HEADER OR FOOTER 7O FINISH GRADE START C❑NNECTI ❑N This calculation assumes that Hydrozone 1 is planted with moderate water use plans with a Plant Factor (PF) of 0.5 and utilizes a drip system with an Irrigation Efficiency (IE) of 0.9 (90 %). It assumes that Hydrozon 2 is planted with warm season turf with a PF of 0.5 and utilizes a MP Rotor system with an IE of 0.75 (75 %). There are no Special Landscape Areas (SLA). HYDROZONE PLANT NATERI USE TYPE PLANT ACTOR IRRIGATION METHOD IRRIGATION EFFICIENCY SQUARE FEET PERCENT OF TOTAL LA I MODERATE r 0.5 DRIP 0.9 6,301 7590 2 MODERATE 0.5 MP ROTOR 0.75 2143 259, MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo) (0.62) [0.7 x LA + 0.3 x SLA] MAWA = (42.9) (0.62) [0.7 x 8,450 + 0.3 x 0] MAWA = 157,327 gal / yr ESTIMATED TOTAL WATER USE (ETWU) ETWU = (Eto) (0.62) [ (PF x HA) / IE + SLA] HYDROZONE IRRIGATION EFFICIENCY PLANT FACTOR AREA PF X AREA 1 0.9 0.5 6,30-1 3,154 2 015 0.5 2,143 10 -12 HYDROZONE1 ETWU = (Eto) (0.62) [ (PF x HA) / IE + SLA] ETWU = (42.9) (0.62) [ (3,154 / 0.9 )+ 0] ETWU = 93,211 gal / yr HYDROZONE2 ETWU = (Eto) (0.62) [ (PF x HA) / IE + SLA] ETWU = (42.9) (0.62) [ (1,072 / 0.75) + 0] ETWU = 38,017 gal I yr Total project ETWU 131,228 The ETWU (131,228 gal / yr) is less than the MAWA (157,327 gal / yr) PERCENT = MAWA - ETWU x 100 = 157,327 gal - 131,228 gal x 100 = 16.6 % MAWA 157,327 gal The annual water savings is 16.6% (26,099 gallons per year) REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE g, 406 JILT •/ / CITY OF ENCINITAS SURVEY CONTROL POINT NO 1007, "CLSB -004" FD. Z5" DISK IN " , NE CORNER OF A 3X3 ti DRAINAGE BOX IN HORIZONTAL 1 =20 THE SE QUADRANT OF EL CANINO REAL & EAS HIS NTEERRSECTION. PEER ROS 18416 VER77CAL N 1A_ 0 MONTHL1r AVERAGE REFERENCE E VAPOTRAN5i= I RAT ION INCHES PER MONTH INCHES PER DAY MONTH ETo JANUARY 2.1 FE5FRUAR`r' 2.6 MARCH 3.3 APRIL 3.7 MAY 4.9 JUNE 4.1 JULY 4.9 AUGUST 5.1 SEPTEMBER 4.1 OCTOBER 3.3 NOVEME5ER 2 -3 DECEMBER 1.9 MONTH ETo JANUARY 0.0-7 FE5FRUARY 0.09 MARCH 0.11 APRIL 0.12 MAY 0.16 JUNE 0.16 JULY 0.16 AUGUST 0.16 SEPTEMBER 0.14 OCTOBER 0.11 NOVEME5ER 0.01 DECEMBER 0.01 ANNUAL ETC: 42.9 DATA SOURCE: THE CITY OF ENCINITAS AND CALIFORNIA IRRIGATION MANAGEMENT INFORMATION SYSTEMS (CIMIS) (SOH. 40 PVC 1 1/2" OR SMALLER) CONTROL WIRES TO BE 4" MIN. FROM PIPE WITH 4" OF SAND COVER. LATERAL LINE (NON PRESSURE PVC PIPE) NOTES: (PVC CL 200) 1. PROVIDE 2' OF CLEAN BACKFILL UNDER ALL PIPING 2. NO OTHER TRADES (ELECTRICAL, LIGHTING) ALLOWED IN SAME TRENCH AS IRRIGATION PIPE. 3. PROVIDE PVC SLEEVES FPR ALL WIRING AND PIPING UNDER PAVING. 4. NO STAKING (VERTICALLY) OF PIPES IN SAME TRENCH. (D DRIP LATERAL END FLUSH VALVE O PVC NON- PRESSURE LATERAL O ROUND PIT VALVE BOX © 1" ABOVE FINISH GRADE O GRAVEL SUMP PEA ® BRICK SUPPORTS NOTE, COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. VALVE BOXES SHALL BE GROUPED TOGETHER WHERE POSSIBLE VALVE BOX SHALL BE 12' MINIMUM FROM ALL PAVED AREAS, WALKS, OR BUILDINGS. TRENCHING DRIP LATERAL (o MONT�4 ESTABL IeH IENT MATURE LANDSCAPE IRRIGATION SCHEDULE IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAPS A WEEK DAILY RUN TIMES 3 -5 DAPS A WEEK MONTH MINUTES DRIP MINUTES ROTORS JANUARY 3.5 9.5 FE5FRUARY 4 12.5 MARCH 5 15 APRIL 5.5 16.5 MAY -I 21.5 JUNE -1 21.5 JULY -1 20.5 AUGUST 7 20.5 SEPTEMBER 6 19 OCTOBER 5 15 NOVEME5ER 1.5 2 DECEMBER 1.5 2 MONTH MINUTES DRIP MINUTES ROTORS JANUARY 3 9 FE5FRUARY 3.5 12 MARCH 4.5 14.5 APRIL 5 16 MAY 6.5 21 JUNE 6.5 21 JULY 6.5 20 AUGUST 6.5 20 SEPTEMBER 5.5 18.5 OCT05ER 4.5 14.5 NOVEME5ER 1 1.5 DECEMBER 1 1.5 NOTES: I_ AN ET CONTROLLER SHALL 5E INSTALLED FOR THIS PROJECT AND THE CONTRACTOR SHALL INSTALL PER MANUFACTURER. THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. NO OVERHEAD IRRIGATION SHALL 5E USED BETWEEN THE HOURS OF 8:00 AM AND 6:00 PM UT DT WwAaw" UT JOB ABC JPB APPROVALS PLANS fRFPARED UNDER THE SUPERVISION OF REVIEWED , DATE. to '71_ 11✓ BY /N • IV � `a-A -) - =' L L A. NO. 3058 MASIH MAHER GREG SHI I&S JA P. BENEDETTI EXP. 9 -30 -1 I I/ I S 1 i DALE: DATE.- //' /S7- tL END FLUSH / Signature Ren Date 9/ CITY OF ENCINITAS ENGINEERING DEPARTMENT IRRIGATION DETAILS FOR: APN. 255 -222 -46 & 47 PRIMROSE LANE DRAWING NO. 11271 -G 11- 06311 -063 TMBDAR/CDPISHEET 9 OF 139 OF 13 .012N: 1873 F.pro PLSA 1873 ." IRRIGATION 02810 -10 SECTION 02810 IRRIGATION PART 1 - GENERAL 1.01 GENERAL CONDITIONS: A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.02 SCOPE: A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. RELATED WORK: (A) LANDSCAPING SECTION (02900) 1.03 SUBMITTALS: A. SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURERES BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE: A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE - AT THE CONCLUSION OF THE MAINTENANCE PERIOD - ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NONSETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND /OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.05 OBSERVATION: A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND /OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND /OR OBSERVATION OF THE ARCHITECT AND CITY REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3)WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND /OR DIRECTION IS REQUIRED. B. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK; 1, UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED, 2, UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND WIRES. 3. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK, 1.06 TESTING; ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SHALL BE IN THE PRESENCE OF THE ARCHITECT AND CITY REPREPRESENTATIVE. APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED, 1.07 RECORD DRAWINGS: A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. PROVIDE AS- BUILTS TO THE CITY OF OCEANSIDE MYLARS WITH (TWO) SETS OF PRINTS, 1. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO INDICATED ON THE RECORD DRAWINGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. 3. ALL REMOTE CONTROL VALVES, SHUT -OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE -HALF FOOT AT TWO REFERENCE POINTS. 4. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF THE CONTROLLER CHARTS FOR THE CITY' USE. EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. 1.08 GENERAL REQUIREMENTS: A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. D. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM. E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. H. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. I. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN -USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT -OFF. K. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. PART 2 - PRODUCTS 2.01 MATERIALS: A. PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1. POLYVINYL CHLORIDE PIPE: (A) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THREE (3) INCHES AND SMALLER SHALL BE TYPE I, GRADE 2, (IMPACT MODIFIED), DESIGNED AS PVC 1220, SCH. 40, BEARING THE SEAL OF THE NATIONAL SANITATION FOUNDATION. (B) PLASTIC NON - PRESSURE LINES: FOR PIPING DOWNSTREAM OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2, (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, CLASS 200, (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256- 63. (C) IDENTIFICATION: FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 2. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. B. FITTINGS AND CONNECTIONS: 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. C. AUTOMATIC CONTROL WIRE: 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE. NO SPLICING SHALL OCCUR BETWEEN CONTROLLER AND VALVES. D. AUTOMATIC CONTROLLER: 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF - CONTAINED OUTDOOR TYPE, WALL - MOUNTED, OR APPROVED EQUAL. SEE DETAIL FOR CONTROLLER ENCLOSURE. 2. UNIT SHALL HAVE A MINIMUM OF STATIONS AS SHOWN ON THE IRRIGATION LEGEND. 3. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR MANUFACTURER SUPPLIED. PROVIDE WARRANTY DOCUMENTS TO OWNER. 4. UNIT SHALL BE A 120 -VOLT, 60 -CYCLE CONTROLLER, BE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH OR WITHOUT THE CLOCK. 5. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 HOURS. 6. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. 7. CONTROL PANEL SHALL BE REMOVABLE PLUG -IN TYPE. 8. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL -PROOF CASE, MANUFACTURED OF 14 -GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. 9. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL BE CONTAINED WITHIN ONE PROTECTING COVER. E. CONTROL VALVES: 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY. E. OMIT G. ANTI -DRAIN EXCESS FLOW VALVES: 1. ANTI -DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS. VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT -OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER. THE ANTI -DRAIN VALVES SHALL BE VALCON #ADV- X.S. OR APPROVED EQUAL. H. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL. I. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING- J. BALL VALVES 1. PRODUCT: 1" - 2" SIZE (KING BROS. LO- TORQUE BALL VALVE MODELS LT. 1000 -T THRU LT.2000 -T) 2" - 4" SIZE (KING BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA 91384 PHONE: (800) 541 -2672 OR (805) 257- 3262. K. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. L. BACKFILL SHALL BE CLEAN FILL SOIL. (4" SAND OVER CONTROL WIRES). M. CONTRACTOR SHALL PROVIDE TO THE OWNER: 1. TWO (2) KEYS FOR OPENING AND LOCKING EACH AUTOMATIC CONTROLLER. 2. ALL WARRENTY DOCUMENTS, ALL MANUALS AND AS- BUILTS AND CONTROLER CHARTS. N. PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING. SEE DETAILS AND DRAWING. PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS: A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. EXCAVATION AND BACKFILLING OF TRENCHES: 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH: POLYVINYL CHLORIDE PRESSURE LINE 18" MINIMUM POLYVINYL CHLORIDE NON- PRESSURE LINE 12" MINIMUM 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. PROVIDE 4" OF CLEAN SAND OVER CONTROLLER WIRING. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHIEVED. 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL AS APPROVED BY THE CITY, FREE FROM ROCKS AND CLODS OVER 1" IN SIZE. B. INSTALLATION OF POLYVINYL CHLORIDE PIPE: 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP - EDGED OBJECTS. 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE SNAKED FROM SIDE -TO -SIDE OF TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS: SOLVENT -WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY. 11. SOLVENT -WELD JOINTS: ASSEMBLE PER MANUFACTURERkS RECOMMENDATION. C. INSTALLATION OF BRASS PIPE: SUBSURFACE DRIP IRRIGATION INSTALLATION GUIDELINES: 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING 1. THE TYPICAL RECOMMENDED PIPE DEPTH FOR THE DRIPLINE IS 4" BELOW MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT FINISH GRADE. NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO 2. FOR TURF AREAS WHERE AERIFICATION IS A PART OF NORMAL SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. MAINTENANCE OPERATIONS, TUBING MUST BE BURIED BELOW THE REACH 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. OF AERIFICATION EQUIPMENT. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. 3. USE 710 SERIES COMPRESSION FITTINGS FOR ALL DRIPLINE CONNECTIONS CAULKING IS NOT PERMITTED. TO ENSURE THE INTEGRITY OF THE CONNECTION. D. REMOTE CONTROL WIRING: 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND 4. IT IS IMPERATIVE THAT NETAFIM DRIPLINE IS INSTALLED AT A UNIFORM SPECIFIED HEREIN BEFORE. DEPTH AND ACCORDING TO MAUFACTURER'S SPECIFICATIONS. 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 -FOOT MINIMUM DRIPLINE CAN BE INSTALLED USING ONE OF THE FOLLOWING METHODS: EXPANSION LOOP AT EACH VALVE TO \PERMIT REMOVAL AND 1. HAND TRENCHING OR BACKFILLING: THE ADVANTAGES TO THIS METHODS MAINTENANCE OF VALVES. ARE: A) HANDLES SEVERE SLOPES AND CONFINED AREAS, 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON B) UNIFORM DEPTH. TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 2. OSCILLATING OR VIBRATING PLOW (CABLE OR PIPE PULLING TYPE). 300 FEET, SPLICES AS FOLLOWS: ADVANTAGES TO THESE METHODS ARE: 1 (1) STRIP OFF MINIMUM OF 2 -1/2 INCHES OF INSULATION A) FAST IN SMALL TO MEDIUM INSTALLATIONS, FROM EACH WIRE. B) MINIUMAL GROUND DISTURBANCE, (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, C) NO NEED TO BACKFILL THE TRENCH. Ni MINIMUM FOUR COMPLETE TURNS. OQ (3) SEAL CONNECTOR IN EPDXY RESIN. 3. TRENCHING MACHINE. THE ADVANTAGES TO THIS METHOD ARE: (4) TAPE COMPLETED SPLICE WITH SCOTCH 33 . ELECTRICAL A) FASTER THAN HAND TRENCHING, TAPE. B) MAY USE 1" BLADE FOR MOST INSTALLATIONS, C) UNIFORM DEPTH. E. AUTOMATIC CONTROLLER: 1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND 4. TRACTOR- MOUNTED 3 -POINT HITCH INSERTION IMPLEMENT. THE DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ADVANTAGES TO THIS METHODS ARE; ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE A) FASTEST METHOD UP TO FOUR LOW ATTACHMENTS WITH REELS, RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR B) PACKER ROLLER COMPACTS SOIL OVER PIPE. OPERATION AND TESTING PURPOSES. 2. CONNECTIONS TO CONTROL WIRING SHALL BE MADE WITHIN THE PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB- PANELS, CLOCKS, OR ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. 4. CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE. F. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. 2. ALL REMOTE CONTROL VALVES SHALL BE LOCATED IN SHRUB OR GROUNDCOVER AREAS. REMOTE CONTROL VALVES SHALL ONLY BE LOCATED IN TURF AREAS WHEN SPECIFICALLY NOTED ON PLANS. G. OMIT H. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. I. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. J. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. K. INSTALLATION OF ANTI -DRAIN VALVES: ANTI -DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI -DRAIN DEVICES. L. OMIT M. SLEEVING: 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30" BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE, INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18" BELOW FINISHED GRADE. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES. 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN N -1. AND N -2. ABOVE. 3.03 CLEAN -UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. • REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE JPe sec JPe APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. AS -BUIL .1 % • / CITY OF ENCINITAS SURVEY CONTROL POINT No. 1007, 'MM-0040, FD. 2.5" DISK IN PLANS R; PARED UNDER THE SUPERVISION OF REVIEWED IRRIGATION SPECIFICATIONS FOR: NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 " =20' ID -1%IL BY: AA-104 / THE N QUADRANT OF EL CCMINO REAL de !� DATE. PRIMROSE LANE 11271 - G OLIVENHAIN RD. 33 FT OFF CURB dt 310 FT °` L.L.A. NO. 3058 MASIH MAHER GREG SH/ S EAST OF INTERSECTION, PER ROS 18416. VERTICAL N 1A_ JAMS P. BENEDETTI EXP. 9 -30 -1 DATE.. It 11S112- DATUM. NAVD88 ELEV.: IK68' DATE. �S ' /Z APN: 255 -222 -46 de 47 11 -063 TMBD/DR /COP SHEET 10 OF 13 PLANT MATERIAL LEGEND BOTANICAL NAME COMMON NAME 8 6' -7' TREES SUCH AS: MULTI - TRUNK, FULL AND JACARANDA MIMOSIFOLIA JACARANDA MELALEUCA QUINQUENERVIA PAPERBARK TREE METROSIDEROS EXCELSA NEW ZEALAND CHRISTMAS TREE PINUS CANARIENSIS CANARY ISLAND PINE STRELITZIA NICOLAI GIANT BIRD OF PARADISE LOPHOSTEMON CONFERTUS BRISBANE BOX SIZE QTY. HT. SPD. REMARKS MATURE S 24" BOX 8 6' -7' 4' -5' MULTI - TRUNK, FULL AND BUSHY, GOOD COLOR 25' -40'H x � 24" BOX 2 6' -7' 4' -5' STANDARD TRUNK, FULL AND BUSHY, GOOD COLOR 25' -40'H x 1 24" BOX 1 6' -7' 4' -5' STANDARD TRUNK, FULL AND BUSHY, GOOD COLOR 20' -30H x 11 24" BOX 4 6' -7' 4' -5' STANDARD TRUNK, FULL AND BUSHY, GOOD COLOR 70' -80'H x 24" BOX 5 6' -7' 4' -5' STANDARD TRUNK, FULL AND BUSHY, GOOD COLOR 15' -25' x 15' 24" BOX 3 7' -8' 4' -5' STANDARD TRUNK, FULL AND BUSHY, GOOD COLOR 40' -60'H xs " WALOE RUDIKO LITTLE GEM ALOE 1 GALLON (AGAVE AMERI ALBA' WHITE- STRIPED CENTURY PLANT 5 GALLON AGAVE AMERI CENTURY PLANT 5 GALLON AGAVE ATTENUATA FOX TAIL AGAVE 5 GALLON �CALANDRINIA G. 'JAZZ TIME' JAZZ TIME JADE 1 GALLON Q— CALLISTEMON 'LITTLE JOHN' DWARF CALLISTEMON 1 GALLON — CISTUS 'SUNSET' SUNSET ROCKROSE 5 GALLON CYCAS REVOLUTA SAGO PALM 5 GALLON QGAURA L. 'PINK LADY' PINK GUARA 1 GALLON 12 " -15" FULL AND BUSHY, LAVATERA MARITIMA TREE MALLOW 15 GALLON -- LIGUSTRUM 'TEXAMUM' TEXAS PRIVET 15 GALLON — PITTOPORUM T. 'SILVER SHEEN' SILVER SHEEN PITTOPORUM 15 GALLON PRUNUS CAROLINIANA 'BRIGHT N' TIGHT' BRIGHT N' TIGHT CHERRY LAUREL 15 GALLON (�} -ROSA 'SHARON'S DELIGHT' WHITE BORDER ROSE 1 GALLON ROSMARINUS 0. 'TUSCAN BLUE' ROSEMARY 5 GALLON ®- SALVIA GREGGII AUTUMN SAGE 1 GALLON o—STRELITZIA REGINAE BIRD OF PARADISE 1 GALLON VINES COLOR S -4' 2' -3' SUCH AS: AND BUSHY, GOOD ® CALLIANDRA HAEMATOCEPHALA PINK POWDER PUFF ESPALIER 5 GALLON PPE 'LITTLE GEM' (ANA 'MEDIOPICTA ,ANA GROUNDCOVERS SUCH AS: ® OSTEOSPERMUM SP. MIX: PURPLE AND WHITE «« CAREX DIVULSA SENECIO MANDRALISCAE ALOHA SEASHORE PASPALUM ® TRACHELOSPERMUM JASMINOIDES •.......... ROOT BARRIER AFRICAN DAISY BERKELEY SEDGE BLUE CHALK STICKS TURF SALT GRASS STAR JASMINE BIO- BARRIER, 19.5" DEPTH 17 2 2 3 19 113 7 2 124 2 27 20 10 28 12 38 27 18 FLATS 0 10" O.C. 1 GALLON ® 18" O.C. FLATS ® 8" O.C. FLATS ® 18" O.C. FLATS ® 12" O.C. SEE DETAIL 1, SHEET 12 12 " -15" 12 " -15" FULL AND BUSHY, GOOD COLOR 18 " -30" 18 " -30" FULL AND BUSHY, GOOD COLOR 18 " -30" 18 " -30" FULL AND BUSHY, GOOD COLOR 18 " -30" 18 " -30" FULL AND BUSHY, GOOD COLOR 12 " -15' 12 " -15" FULL AND BUSHY, GOOD COLOR 12 " -15' 12 " -15" FULL AND BUSHY, GOOD COLOR 18 " -30" 18 " -30" FULL AND BUSHY, GOOD COLOR 18 " -30" 18 " -30" FULL AND BUSHY, GOOD COLOR 12 " -15" 12 " -15" FULL AND BUSHY, GOOD COLOR S -4' 2' -3' FULL AND BUSHY, GOOD COLOR S -4' 2' -3' FULL AND BUSHY, GOOD COLOR S -4' 2' -3' FULL AND BUSHY, GOOD COLOR S -4' 2' -3' FULL AND BUSHY, GOOD COLOR 12 " -15" 12 " -15' FULL AND BUSHY, GOOD COLOR 18 " -30" 18 " -30" FULL AND BUSHY, GOOD COLOR 12 " -15" 12 " -15" FULL AND BUSHY, GOOD COLOR 12 " -15" 12 " -15" FULL AND BUSHY, GOOD COLOR S -4' 2' -3' INSTALL WITH NURSERY TRELLIS, FULL AND BUSHY, GOOD COLOR -- WELL ROOTED, GOOD COLOR 12 " -15' 12 " -15" FULL AND BUSHY, GOOD COLOR -- -- FULL AND BUSHY, GOOD COLOR -- -- FULL AND BUSHY, GOOD COLOR 6 " -8" -- FULL AND BUSHY, GOOD COLOR LANDSCAPE NOTE• ur _.__..v_µ ,},l' S ❑IL ANALYSIS, � rz �� �" � � "` r "` °` • A. AGRICULTURAL SUITABILITY TEST REPORT FOR PLANTING NOTES: 1, ALL LANDSCAPE AND IRRIGATION SHALL CONFORM ON -SITE S ❑IL PRIOR TO PLANTING. - ` «- 1, LANDSCAPE CONTRACTOR SHALL TAKE THREE (3) 1. CONTRACTOR SHALL HAVE A SOIL SAMPLE ANALYSIS • s; . '" « «+ $ + +'+ s acx TO THE CITY OF ENCINITAS LANDSCAPE ORDINANCE �% «� ++ �, AND ALL OTHER APPLICABLE CITY AND REGIONAL SAMPLES OF SITE SOIL AT A DEPTH OF 6 TO 12 COMPLETED BY A LICENSED AGRONOMIC LABORATORY - - „,,,, a .. , I, «+ + + « °" x x -) P7. .. 4. INCHES, WITHIN THE PROPOSED PLANTING AREAS, PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR ztl i, - . f STANDARDS FOR LANDSCAPE INSTALLATION AND c... • waer u W� 11A',vW1 MAINTENANCE, AFTER COMPLETION OF GRADING AND PRIOR TO TO ANY PLANTING OF PLANT MATERIAL. PROVIDE A LIST OF THE PROPOSED PLANT MATERIAL TO AGRONOMIST•,s « WEED CONTROL AND SOIL PREPARATION. 2, TREES PLANTED WITHIN 10 FEET OF WALKS, CURBS =� rte. ' ` -� °�°« � � rsmtzra- �� � ,.� t... _�e OR PAVING SHALL BE PLANTED WITH A ROOT 2, LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES FOR ANALYSIS AND RECOMMENDATIONS TO BE :, r. -E TO A QUALIFIED AND APPROVED SOILS LAB FOR SUBMITTED TO THE LANDSCAPE ARCHITECT. �� �_ WAGE ,�,M:• r:� BARRIER (BI❑- BARRIER). ��# �s; ,� >a '`�: < �[ 3, ALL PLANTING AREAS SHALL BE FINISHED WITH A SOIL EVALUATION FOR EACH PLANT BEING USED 2. ALL PLANT MATERIAL SHALL BE APPROVED AT THE ��� c �I `ztwtZ.AB t s� �x - 925,{01 7i EIRACf n,. 2 INCH LAYER ❑F SHREDDED BARK MULCH PROVIDE FOR THE PROJECT. PROJECT SITE BY THE OWNER'S REPRESENTATIVE PRIOR 3 g vz_..,2.., ....... .. " c ..b` - F3 - f :• #240 fdT -..Zr1 Y r'b m �;,.. e�,iv (=T"r, .� < Me GMAGE •r4A" Af2uFY1 SAMPLE T❑ CITY AND LANDSCAPE ARCHITECT FOR 3. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO ANY PLANTING. ALL PLANT MATERIAL REJECTED BY 0 r ; t,i �W.4 w a TO THE THE FOLLOWINGS ORGANIC MATTER CONTENT, THE OWNERS REPRESENTATIVE PRIOR TO ANY PLANTING.��� °Y - »'z i' 3 APPROVAL, I P`II 4, IF ANY EXISTING HARDSCAPE OR LANDSCAPE NPK, PH, EC, AND SOIL TEXTURE (SILT, CLAY, n ` ALL PLANT MATERIAL REJECTED BY THE OWNER'S LOT 8 LOT 7 �I INDICATED ON THE APPROVED PLANS ARE DAMAGED SAND), REPRESENTATIVE SHALL BE REMOVED FROM THE � � ff=+2+.7 �, , arc ;•� LOT 6 I`i i .r� � �I LOT 4 4, SUBMIT A WRITTEN RECOMMENDATION FOR PROJECT SITE AT NO ADDITIONAL COST. P 121'0 PA IAO au - -- � rxea. W =,2ze I��; j '' I LOT 5 � o ? a e ❑R REMOVED DURING DEMOLITION ❑R AMENDMENTS, LEACHING, AND MAINTENANCE FROM Po'z&2{ ° "�' 3. ALL PLACEMENT OF PLANT MATERIAL SHALL BE -�G� ` hzs - pit - -3, € ` �" �� PA�,2G0 CONSTRUCTION, IT SHALL BE REPAIRED AND /OR aC_��._ THE SOILS LABORATORY TO THE LANDSCAPE APPROVED _° I t ._. REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO �" =max I:'° �'`,5�5 F ' [ ARCHITECT FOR APPROVAL, THE APPROVED R-Ma APPROVED PLANS BY THE OWNER /PERMITTEE, PLANTING. C.onc`'`` ��<.s RECOMMENDATIONS FOR AMENDMENTS AND ..,. �.....,:. •.. �._ ° „-- ,nm' 5. ALL LANDSCAPE MATERIALS SHALL BE 4. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL fir° �.+. F..... PERMANENTLY MAINTAINED IN A GROWING AND BACKFILL SHALL BE INCORPORATED INTO THE FOR EACH PLANT SPECIES. ALL PLANTS ARE TO BE „' I:�. >.: r r rr =e LANDSCAPE PLANS PRIOR TO THE START ❑F� a I -+ '_- HEALTHY CONDITION AT ALL TIMES, INCLUDING FREE OF DISEASE AND SCARS, AND ARE HAVE GOOD ,,,, �: - - - -- k. I tz� CONSTRUCTION AND SHALL BECOME PART ❑F THE =Rx.�`��_I �,_� t.” TRIMMING AS APPROPRIATE TO MAINTAIN APPROVED COLOR, FULL HEADS AND GOOD CALIPER (15 GALLON -> �.�� Is,,.99 ` �'' 11 APPROVED PLANS, „ � ''� ��'� ma LANDSCAPE MATERIALS, _ „ - .x. r:' .... mdzwa �_ ,, _ - - -- - - - - -- r - :- -- -- �,��� C 3/4 MINIMUM, 24 BOX 1 1/4 MINIMUM, 36 BOX m..�� __ _____ r_�3 _ I rx, „, -�., r v ;gg 5, THE SOILS REPORT SHALL TAKE PRECEDENCE - - - - -- - -- 1 I u� OVER ANY AMENDMENT AND FERTILIZER 2' MINIMUM. _ „4....__ •:p•�..... - "-`. --^ R�:�.:)' tt '.r RATES ._” W� *^= % ..W - .. GENERAL NOTES: SPECIFIED IN THESE PLANS, 5. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE ,y� E4 A. x'z =• . �. _ .:. ..''.`; f s iii? FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL «, 1, SEE GRADING AND DRAINAGE PLAN FOR CONTOURS �,.. � BE FULLY WATERED IMMEDIATELY AFTER PLANTING. AND r�r �.�s�s € s= -- AND SLOPES. 6. PRIOR TO PLANTING ALL PLANTING AREAS SHALL BE -� ... , '. 1 � ���k j s RT �' PERCOLATION TESTING .__._........� 2. ALL LANDSCAPE AREAS SHALL HAVE A 6' CURB����� ��� - -# �.. >:.::.._.::.:� 3� �. ..._.___ ..� ........ .._.x. , y.._._,_, r s _ L z rnrr.,a , =9x +: 1. UPON COMPLETION OF THE ROUGH GRADING OF THE FREE OF WEEDS, ROCKS AND DEBRIS. RAKE AND FINE "" - .� r �e � , +a 1 . Ailk, 255-222.V BETWEEN PARKING AREAS AND LANDSCAPE AREAS. SITE, THE LANDSCAPE ARCHITECT SHALL IDENTIFY GRADE ALL PLANTING AREAS PRIOR TO PLANTING. �rw>wW o" 1 1M, Fkft: %f t, ?2 £ RUMP i ° ✓ °r%.t i }}°bS4J£ °FCSF&i TYPICAL LOCATIONS FOR THE LARGEST TREES AT 7. UPON, COMPLETION OF PLANTING OPERATIONS AND watt �.WJ I� _ zm I,NDSCAPF _� 200 FOOT INTERVALS. THE CONTRACTOR SHALL BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND R. I MAINTENANCE RESPONSIBILITY NOTE: EXCAVATE THE PIT FOR THE TREE, PER THE °' ~" - r j I �y � y� / ;t� s PROJECT SPECIFICATIONS AND DETAILS. WASH THE AREA CLEAN. I � �'` -- WaMs THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE ���� CONTINUAL MAINTENANCE OF ALL LANDSCAPED AREAS 2• WITH THE OWNER'S REPRESENTATIVE PRESENT, THE 8. ALL LANDSCAPE AND IRRIGATION ITEMS SHALL BE It ON SITE AND THE PUBLIC RIGHT -OF -WAY, ALL CONTRACTOR SHALL FILL THE PITS THE WATER TO INSTALLED PER THE CITY OF ENCINTAS LANDSCAPE i „ — ti hnl r,.rn E asm', w �"` „, Signature LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS A DEPTH OF 12 INCHES. THE LENGTH OF TIME ORDINANCE. I �. I l ,+ ! Poot x �,.a Pool /;.� REQUIRED FOR THE WATER TO PERCOLATE INTO THE 9• CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING I I� / i f Ren Date 9/30/14 AND DEBRIS, PLANTINGS SHALL BE MAINTAINED IN A fL� HEALTHY, VIGOROUSLY GROWING CONDITION, AND SOIL, LEAVING THE PIT EMPTY WILL BE MEASURED PLANT MATERIAL UNLESS OTHERWISE NOTED. ANY r °' " Date 10/2/12 SHALL RECEIVE REGULAR PRUNING, FERTILIZING, BY THE CONTRACTOR AND VERIFIED BY THE EXISTING PLANT MATERIAL OR IRRIGATION SYSTEMS srq �P MOWING AND TRIMMING. IRRIGATION SYSTEMS SHALL OWNER'S REPRESENTATIVE. OTHERWISE NOTED. ANY EXISTING PLANT MATERIAL OR NOTE: 'F OF CALIF BE REGULARLY INSPECTED AND KEPT IN FULLY 3. WITHIN SIX HOUR OF THE TIME THE WATER HAS IRRIGATION SYSTEMS DAMAGED AS PART OF OR DUE TO CONTRACTOR SHALL INSTALL A 19.5" DEEP �n OR REPLACED T O u\f OPERATIONAL CONDITION ACCORDING TO DRAINED FORM THE PIT, THE CONTRACTOR WITH CONSTRUCTION SHALL BE REPAIRED BIO- BARRIER ROOT BARRIER WHERE A TREE IS LEGEND MANUFACTURERS' DESIGN STANDARDS AT ALL TIMES. THE CITY OF SAN MARCOS REPRESENTATIVE SHALL THE SATISFACTION OF THE OWNERS REPRESENTATIVE. SYMBOL DESCRIPTION AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 10. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING PLANTED 10 OR CLOSER TO ANY HARDSCAPE. SITE PLAN MINIMUM TREE SEPARATION DISTANCE 12 INCHES. IF THE WATER DOES NOT COMPLETELY ALL PLANT MATERIAL AS SHOWN BY SYMBOLS SHOWN ROOT BARRIERS ARE NOT TO BE WRAPPED — - - — PROPERTY LINE IMPROVEMENT / MINIMUM DISTANCE T❑ STREET TREE PERCOLATE INTO THE SOIL WITHIN EIGHT HOURS, ON PLANS. THE QUANTITIES SHOWN ARE FOR AROUND ROOTBALL. HARDSCAPE SHALL - - — - - - LOT LINE „ „ THE CONTRACTOR SHALL PROVIDE A SUBSURFACE REFERENCE ONLY. UNLESS OTHERWISE STATED WITHIN INCLUDE BUT NOT BE LIMITED TO WALKWAYS, SCALE: 1 = 20'- 0 TRAFFIC SIGNALS (STOP SIGN) 20 FEET THESE BID ADDENDUMS. ---- ------ - --- -- EASEMENT LINE (D UNDERGROUND UTILITY LINES; 5 FEET DRAINAGE SYSTEM TO EACH TREE. THE STAIRS, POOLS, CURBS, MOW CURBS, JAMES P. BENEDETTI - SLUMP BLOCK RETAINING WALL ABOVE GROUND UTILITY LINES; 10 FEET SUBSURFACE DRAINAGE SYSTEM SHALL BE SUBJECT FOOTINGS, WALLS AND STRUCTURES. BARRIER 20 10 0 20 40 60 LANDSCAPE ARCHITECT DRIVEWAY (ENTRIES), 10 FEET TO APPROVAL BY THE OWNER'S REPRESENTAIVE SLUMP BLOCK SOUND WALL PRIOR To CONSTRUCTION. SHALL BE INSTALLED AS PER MANUFACTURERS , 4403 MANCHESTER AVE. STE. 201 SPECIFICATIONS LINEARLY ALONG THE EDGE OF INTERSECTIONS (INTERSECTING CURB LINES OF TWO 5 HIGH WOOD FENCE ENCINITAS, CA 92024 STREETS); 25 FEET GRAPHIC SCALE IN FEET 760/479 -0644 FAX 760/479 -0645 SEWER LINES, 10 FEET HARDSCAPE FOR A MIN. TOTAL LENGTH OF 16. REVISIONS APPROVED DATE REFS ES DATE BENCHMARK SCALE ,� APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. RS -6UlLT CITY OF ENCINITAS SURVEY CONTROL POINT PLANS TPA ED UNDER THE SUPERVISION OF REVIEWED PLANTING PLAN FOR: N0. CORNER CL A XX y DR NA DISK IN 1” 20• f DATE.. to -�r Iv BY M- AA �-- 11271 - G NE CORNER of A 3X3 DRAINAGE BOX IN HORIZONTAL SE LANE THE N QUADRANT OF EL (AMINO REAL & MASIH MAHER GREG SHI S PRI MRO OLIVENHAIN RD. 33 FT OFF CURB de 310 FT � L.L.A. N0. 3058 EAST OF INTERSECTION, PER ROS 18416. VERTICAL NIA JA P. BENEDET71 EXP. 9 -30 -1 DATE. 11 /1S /)L. DATE. IS -i/2 APN: 255 -222 -46 do 47 11 -063 TMBD/DR /CDP r SHEET 11 OF 13 DATUM: NAVD88 ELEV.: 84.68' 611812012N. 1873 F.pro PLSA 1873F 1 EXISTING HARDSCAPE, CURB AND GUTTER OR EDGE OF PAVING TREE TRUNK NOTEi -----------'� 1. ROOT BARRIER SHALL BE PLACED 2' -3' MAXIMUM FROM THE ,TREE SIDE, EDGE OF THE HARDSCAPE. UNDER NO CIRCUMSTANCE SHALL BE ROOTBALL OF THE TREE BE WRAPPED WITH THE ROOTBARRIER. 2. ROOT BARRIER SHALL BE BIOBARRIER OR APPROVED EQUAL, 3. ROOT BARRIER SHALL BE 19.5' DEEP, N.T.S. R❑❑TBARRIER 0 Ol CINCH –TIES LENGTH AS REQUIRED O2 (2) LODGEPOLES FOR 15 GAL OR LARGER TREE (1) FOR 5 GAL TREE O3 SET ROOTBALL 2' ABOVE FINISH GRADE O4 MULCH O5 4' EARTH BERM (REMOVE AFTER TREE IS ESTABLISHED). NO BERM IN TURF GRASS AREAS. PROVIDE GRAY TREE GUARD MOWING PROTECTION AT TREES IN TURF, SUBMIT SAMPLE. O6 FINISH GRADE O7 BACKFILL MIX AS SPECIFIED O8 PLANTING TABLETS AS SPECIFIED O9 WIDTH AS SPECIFIED OR 2 X ROOTBALL WIDTH 10 UNDISTURBED SOIL v RIK1UM LAM O2 4' PERFORATED PIPE WRAPPED 6' LONG W /FILTER WRAPPED AROUND PIPE, O3 EXISTING SOIL, O4 GRAVEL SUMP. O5 ROOTBALL O6 BACKFILL MIX O7 3/4' DRAINAGE GRAVEL SUMP W/ FILTER FABRIC AT EDGE, NOTEt INSTALL 1 PER 15 GALLON CONTAINER SIZE AND 2 PER 24' BOX OR GREATER CONTAINER SIZE. N.T.S. 17E( T( SF EXISTING CURB AND GUTTER OR EDGE OF PAVING NOTEI 1. ALL GROUND COVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) PER O.C. SPACING NOTED ON PLANS. JB E KT.S, TREE DOUBLE STAKING N.T.S. IMTREE SUMP DRAIN CALL TREES) 1(5) GR❑UNDC❑VER PLANTING SECTION 02900 B. THE CONTRACTOR ?S SUPERVISOR SHALL BE AVAILABLE ON CALL C, GRADING, SOIL PREPARATION, AND PLANTING WORK SHALL BE BENCHMARK RESULT IN THE COMPLETE REMOVAL OF THE PLANT, INCLUDING LANDSCAPING – 22 TO MAKE A JOINT OBSERVATION WITH THE OWNER ?S CITY OF ENCINITAS ENGINEERING DEPARTMENT PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL AND ,� ,,8 �B ROOTS, FROM THE SITE BY THE CONTRACTOR, THE SECTION 02900 �- cl REPRESENTATIVE OF THE WORK. THE CONTRACTOR SHALL HAVE •� •/ OPTIMUM RESULTS MAY BE OBTAINED, IF THE MOISTURE HORIZONTAL l y�20' VERTICAL NIA CONTRACTOR AT HIS OWN EXPENSE SHALL REPLACE THE PLANT PLANS PARED UNDER THE SUPERVISION OF 11 DATE ®,� L.L.A. NO. 3058 JAM P. BENEDE EXP. 9 -30 -1 REVIEWED , BY. ^� MASIH MAHER GREG SHI S DATE. 11,1502– DAB; /(# /5• (7, PLANTING DETAILS AND SPECIFICATIONS FOR: PRIMROSE LANE APN: 255 -222 -46 & 47 11 -063 TMBD/DRIODP SUFFICIENT WORK PERSONNEL AVAILABLE DURING NORMAL CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT WORKING WITH ONE OF EQUAL VALUE AS ESTABLISHED BY THE LANDSCAPE PART 1 – GENERAL WORKING HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON IT WOULD DESTROY THE SOIL STRUCTURE, SPREADING, GRADING ARCHITECT OR REIMBURSE THE OWNER THE COST OF SAID 1,01 GENERAL CONDITIONS REQUEST OF THE LANDSCAPE ARCHITECT, SUCH REPAIR OR RE– AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE REPLACEMENT IF A REPLACEMENT CANNOT BE OBTAINED, THE A, DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING WORK SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE OF THE GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 OF REGULAR PROJECT SCHEDULE. DESIRED RESULTS ARE ATTAINABLE, CONDITION OF THE PLANT. 1.02 SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION, SARIhEMUST BE FULLY CONSIDERED IN CONNECTION THEREWITH, C. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE 1,10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL D. ALL EXISTING TREES THAT ARE TO REMAIN SHALL BE ARCHITECT AT THE PLACE OF GROWTH AND /OR UPON DELIVERY A. THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH PROTECTED AT ALL TIMES FROM DAMAGE BY MEN AND TO THE SITE FOR QUALITY, SIZE AND VARIETY. SUCH APPROVAL DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND /OR EQUIPMENT, ALL DAMAGE BY THE CONTRACTOR TO EXISTING A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, SHALL NOT IMPAIR THE RIGHT OF OBSERVATI ❑N AND REJECTION INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY PLANTS SHALL BE REPAIRED AT HIS EXPENSE BY PERSONNEL TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE AT THE SITE DURING PROGRESS OF WORK FOR SIZE, CONDITION OF OF EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL APPROVED BY THE LANDSCAPE ARCHITECT. WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED HEREIN ROOT BALL, LATENT DEFECTS, OR INJURIES, REJECTED PLANTS CONDITIONERS, PLANS AND OTHER MATERIALS, E, THE CONTRACTOR SHALL INSURE THAT NO FOREIGN MATERIAL AND AS REQUIRED TO COMPLETE PROPERLY THE CONTRACT, SHALL BE REMOVED IMMEDIATELY FROM THE SITE, UNLESS RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT AND /OR LIQUID, SUCH AS PAINT, CONCRETE, CEMENT, OIL, B. RELATED WORK 2. IRRIGATION (SECTION 02810) OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES TURPENTINE, ACID OR THE LIKE, BE DEPOSITED OR ALLOWED ARE RECEIVED AND REVIEWED BY THE LANDSCAPE ARCHITECT. TO BE DEPOSITED ON ANY SOIL WITHIN THE DRIPLINE (THE 1,03 SUBMITTALS D. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE B, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN OUTSIDE EDGE OF FOLIAGE OVERHAND) OF ANY TREE OR SHRUB A. CONTRACTOR SHALL SUBMIT A TYPEWRITTEN LIST WITH LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL NOTIFY THE ADVANCE WHEN ALL MATERIALS ARE T❑ BE DELIVERED AND THE OR WITHIN 6? OF THE TRUNK OF A VINE, SHOULD ANY SUCH SPECIFICATIONS OF ALL FEASIBLE MATERIALS, INCLUDING LANDSCAPE ARCHITECT OF A SITE OBSERVATION AT LEAST 48 MANNER OF SHIPMENT, AND SHALL FURNISH THEREWITH AN POISONING OF THE SOIL OCCUR, THE CONTRACTOR SHALL SOIL AMENDMENTS, FERTILIZERS, PLANT MATERIALS, ETC„ HOURS IN ADVANCE OF AN OBSERVATION, AN OBSERVATION ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF REMOVE SAID SOIL AS DIRECTED BY THE LANDSCAPE ARCHITECT WITH QUANTITIES OF EACH. WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE MATERIAL IN EACH DELIVERY, IN ORDER T❑ ENSURE AND REPLACE IT WITH ACCEPTABLE SOIL AT NO EXPENSE TO 1.04 DEFINITIONS OF TERMS WORKING HOURS ON EACH OF THE STEPS OR CONDITIONS LISTED SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE OWNER, BELOW, THE CONTRACTOR OR HIS AUTHORIZED REPRESENTATIVE A. 'PLANTING AREA' SHALL MEAN ALL AREAS TO BE SEEDED, SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION, THE . THE REQUIRED INSPECTION AT THE POINT OF DELIVERY THE F. EXCAVATION ADJACENT TO EXISTING TREES AND SHRUBS SODDED, PLANTED WITH TREES, SHRUBS, AND /OR GROUNDCOVERS, CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT WHERE IT IS NECESSARY TO EXCAVATE IN CLOSE PROXIMITY TO 1.05 GUARANTEES AND REPLACEMENTS SUCCEEDING STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT EXISTING TREES AND SHRUBS, ALL POSSIBLE CAUTION SHALL A. PLANT MATERIALS; PLANTS (15– GALLON SIZE AND LARGER) TO PROCEED BY THE LANDSCAPE ARCHITECT. MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE BE EXERCISED TO AVOID INJURY TO ROOTS AND TRUNK, SHALL BE GUARANTEED TO LIVE AND GROW IN HEALTHY AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING, EXCAVATION CLOSE TO TREES SHALL BE BY HAND, TUNNELING CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE 1. PRE – CONSTRUCTION MEETING IMMEDIATELY PRIOR TO PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE UNDER ROOTS 2' AND LARGER IN DIAMETER. CUTTING OF PERIOD OR UNTIL FINAL ACCEPTANCE (3,20 PART B). PLANT THE COMMENCEMENT OF WORK OF THIS SECTION, EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING ROOTS 2' AND LARGER SHALL BE ONLY ON THE APPROVAL OF MATERIAL WILL CONTINUE TO BE GUARANTEED FOR ONE (1) CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN –PLACE THE LANDSCAPE ARCHITECT, PAINT CUT ROOTS WITHIN 24 YEAR. EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. LOCATIONS INDICATED ON THE DRAWINGS. HOURS OF INITIAL DAMAGE WITH APPROVED PRUNING PAINT. B. PLANT MATERIAL SMALLER THAN 15– GALLON SIZE1 SHALL BE 2, INCORPORATION OF SOIL CONDITIONING AND FERTILIZING 1,11 PLANT MATERIALS WHEN THIS IS NOT POSSIBLE, KEEP THE SIDE OF EXCAVATION GUARANTEED TO LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT INTO THE SOIL, SOIL TESTS PERFORMED BY THE A. QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR ADJACENT TO TREE SHADED WITH MOIST BURLAP OR CANVAS. CONDITION FOR A MINIMUM OF ONE GROWING SEASON AFTER LICENSED LABORATORY SHALL BE SUBMITTED AND PAID CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL PART 2 – PRODUCTS FINAL ACCEPTANCE OF WORK (EXCLUDING SEASONAL COLOR), FOR BY THE CONTRACTOR FOR AGRICULTURAL SUITABILITY CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO 2,01 QUALITY C. REPLACEMENT, ALL PLANTS NOT HEALTHY AND IN VIGOROUS AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH 1.12 FULFILL INTENT OF DRAWINGS. INVOICE OF MATERIALS A. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GROWING CONDITION AS DETERMINED BY THE LANDSCAPE GRADING HAS BEEN COMPLETED, AND PRIOR TO A. UPON DELIVERY OF MATERIALS AND /OR COMPLETION OF ALL SOIL GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN ARCHITECT SHALL BE REPLACED IMMEDIATELY. PLANTS USED INSTALLING ANY PLANT MATERIAL, CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING INSTALLED AND ACCEPTED, ALL COMMERCIALLY PROCESSED FOR REPLACEMENT SHALL BE THE SAME KIND AND SIZE AS 3, UPON THE COMPLETION OF FINISH GRADING AND MOW OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE AND /OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, CURBS LAYOUT IN THE FIELD, BUT PRIOR T❑ MOW CURB SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO INSTALLATION, AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE MANUFACTURER ?S GUARANTEED ANALYSIS, COSTS TO OWNER, 4. APPROVAL OF ALL PLANT MATERIAL QUALITY. SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL 2,02 SOIL AMENDMENT AND FERTILIZER 1,06 VERIFICATION OF EXISTING CONDITIONS FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION, IF A. SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK A. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE 5. LAYOUT OF PLANT MATERIAL, THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL 6, PRE – MAINTENANCE OBSERVATIONS WHEN PLANTING AND LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF SHAVINGS, AMENDMENT UPON ANALYSIS CONTAIN AT LEAST CAREFULLY CHECK AND VERIFY ALL DIMENSI ❑NS, QUANTITIES, ALL OTHER YNDICATED OR SPECIFIED WORK, EXCEPT THE ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE 0.5% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH AND GRADE ELEVATIONS, AND SHALL IMMEDIATELY INFORM THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE MINIMUM REQUIREMENTS SPECIFIED, CONTENT NOT TO EXCEED 10% A COMMERCIAL GRADE PRODUCT LANDSCAPE ARCHITECT OF ANY DISCREPANCIES, AND WRITTEN APPROVAL SHALL ESTABLISH BEGINNING SHALL BE USED, B. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL B. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE PRE – MAINTENANCE SITE OBSERVATION, THE LANDSCAPE REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER THE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN IMPROVEMENTS, AND TAKE PROPER PRECAUTIONS TO AVOID CONTRACT DOCUMENTS FOR THIS PROJECT. OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE, DAMAGE TO SUCH IMPROVEMENTS, IN THE EVENT OF CONFLICT 7. FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND /OR GUARANTEE WT, /CU /YD. = +560# – 820 #, NITROGEN (ORGANIC BETWEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, THE MAINTENANCE PERIOD, THIS OBSERVATION SHALL ESTABLISH THE THE AMOUNTS SPECIFIED, IF THE MINIMUM AMOUNTS HAVE NOT OR AMMONIC) 0,5%, PH (LESS THAN) 6,8, SALINITY (ECO X CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND BEGINNING DATE FOR THE GUARANTEE PERIOD. BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE 103 AT 250 C) = 2,5. ASH CONTENT NOT TO EXCEED 10%, ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY, E. ACCEPTANCEi UPON COMPLETION OF THE FINAL OBSERVATION THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE IRON (FE) EXPRESSED AS METALLIC 0.08 %, DENSITY – FAILURE TO FOLLOW THIS PROCEDURE PLACES UPON THE AND THE WORK OF THIS SECTION, THE CONTRACTOR WILL BE MINIMUM REQUIREMENTS SPECIFIED, APPROX, 25 LB /CU /FT. ORGANIC MATTER = 857, A NON – CONTRACTOR THE RESPONSIBILITY FOR MAKING ANY AND ALL NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE C. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO IONIC WETTING AGENT SHOULD BE USED, PROPERTIES: REPAIRS FOR DAMAGE RESULTING FROM WORK AS HEREIN AND (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING SCREEN ANALYSIS; % RETAINED ON STACKED SCREENS – 1 SPECIFIED AT HIS OWN EXPENSE. AND ACCEPTANCE. OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, MESH = 0.2 %; 5 MESH = 36.6 %; 8 MESH = 25,7 %j 12 MESH = 1,07 PROTECTION OF EXISTING IMPROVEMENTS 1.09 SUSPENSION OF WORK ALONG WITH SPECIFICATIONS OF EACH PRODUCT, AFTER SOIL 30.7 %j 32 MESH = 5,9 %J REMAINDER 0.9 %, DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE A. THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE OWNER AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, SHALL BE WIL –GRO LIFE, FOREST HUMUS, OR LOAMEX, IF NOT CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND ANY NECESSITY TO SUSPEND THE WORK WHOLLY, IN PART, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE AVAILABLE, SHALL BE EQUAL TO, FOR SUCH PERIOD OR PERIODS AS HE MAY DEEM NECESSARY DUE C OWNER ?S REPRESENTATIVE AND SUBMITTED T❑ THE SOIL AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, TO UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE LABORATORY FOR COMPARIS ❑N TO A CONTROL MIX, COST OF B. AGRICULTURAL GRADE GYPSUM – SHALL BE A (CA SO4 – H20) DRAINAGE LINES, AND ALL OTHER UNDERGROUND FACILITIES CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE ❑F THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE CALCIUM SULFATE PRODUCT – 94,3 %, 90% SHALL PASS A 50 AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE T❑ THE FAILURE BORNE BY THE CONTRACTOR, MESH SCREEN, CHEMICAL REACTION WILL REMOVE SODIUM PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE ON THE PART OF THE CONTRACTOR TO CARRY OUT ORDERS GIVEN OR ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY FOR ANY AND ALL DAMAGE T❑ SUCH IMPROVEMENTS AND SHALL 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES CLAY SOILS THROUGH ELECTRO– CHEMICAL ACTION, CONTROL OF COMPLETELY REPAIR OR REPLACE THE SAME AT NO COST TO THE TO PERFORM ANY OR ALL PROVISIONS OF THE CONTRACT. A. IT IS THE INTENT OF THE PROJECT THAT CERTAIN AREAS OF THE DUST DURING APPLICATION IS MANDATORY, OWNER, B. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN EXISTING PLANT MATERIALS SHALL BE RETAINED. PRIOR TO THE 1,08 INSTRUCTIONS AND OBSERVATION INDEFINITE PERIOD, THE CONTRACTOR SHALL STORE ALL REMOVAL OF ANY TREES, THE CONTRACTOR SHALL CONFER WITH THE SHALL BE U.S. GYPSUM, DOLMAR, SOF'N'SOIL, OR BANDINI, A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS MATERIALS IN SUCH A MANNER THAT THEY WILL NOT BECOME AN LANDSCAPE ARCHITECT TO DETERMINE THOSE PLANTS THAT ARE TO REMAIN, IF NOT AVAILABLE, SHALL BE EQUAL TO. BY THE LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE OBSTRUCTION NOR BECOME DAMAGED IN ANY WAY, AND HE SHALL C, SULPHUR (SOIL) –SHALL BE ELEMENTAL SULPHUR (99,5%) CONFIRMED IN WRITING, TAKE EVERY PRECAUTION TO PREVENT DAMAGE OR B. ALL EXISTING TREES WHICH ARE TO REMAIN IN THE PROJECT SHALL BE COMMERCIALLY PREPARED S❑ THAT 46,9% PASSES A 50 MESH DETERIORATION OF THE WORK PERFORMED, THE CONTRACTOR TAGGED AND IDENTIFIED BY THE CONTRACTOR PRIOR TO START OF WORK, SCREEN. SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE C, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TREES THAT ARE SHALL BE WIL –GRO, UNION CHEMICALS OR BAKER INDUSTRIES, SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, TO REMAIN IN THE PROJECT, DAMAGE TO A PLANT WHICH IF NOT AVAILABLE, SHALL BE EQUAL TO, ETC„ AND ERECT TEMPORARY STRUCTURES WHERE NECESSARY, RESULTS IN DEATH OR PERMANENT DISFIGURATION SHALL O1 SET ROOTBALL V ABOVE FINISH GRADE O2 MULCH O3 FINISH GRADE O4 4' EARTH BERM (REMOVE AFTER SHRUB IS ESTABLISHED) O5 PLANTING TABLETS AS SPECIFIED O6 BACKFILL MIX AS SPECIFIED O7 NATIVE GRADE Jl SHRUB PLANTING NJ.& D. IRON SULFATE – IRON SHALL BE EXPRESSED AS METALLIC – DERIVED FROM SULFATE – DEEP GREEN (FE SO4 H20) A MINIMUM ANALYSIS OF 20.0% AND 983% RETAINED ON A 10 MESH SCREEN, SHALL BE WILSON & GEO, MEYER, WIL –GRO, OR BANDINI. IF NOT AVAILABLE, SHALL BE EQUAL TO. E. PRE –PLANT OR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLOWABLE FERTILIZER WITH – 1% NITROGEN, 10% PHOSPHOROUS PENTIOXIDE AND 107 POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. SCREEN ANALYSIS, % RETAINED ON STACKED SCREEN – APPROXIMATELY 8 – MESH 24.2 %; 20 – MESH 75,2%1 48 – MESH 0.2 %, AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD, NITROGEN 1.0% MIN. PHOSPHORIC ACID 10,0% MIN. POTASH 10.0% MIN, SHALL BE WIL –GRO, BANDINI OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR SHALL BE SARVON, e WE — c =v MIN lllvlwklMmm�4 _ "-V =INEZ • • REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. ,� ,,8 �B S– U1LT �- cl •� •/ CITY OF ENGNITAS SURVEY CONTROL PENT NO. 1007, 'CLSB -004 ; FD. 2.5' DISK IN THE CORNER R A 3'X3' DRAINAGE BOX IN IHE SE QUADRANT OF EL (AMINO REAL dr OUVENHAIN RD. 33 FT OFF CURB do 310 FT EAST OF INTERSECTION, PER ROS 18416. DATUM: NAVD88 ELEV: 84.68' HORIZONTAL l y�20' VERTICAL NIA PLANS PARED UNDER THE SUPERVISION OF 11 DATE ®,� L.L.A. NO. 3058 JAM P. BENEDE EXP. 9 -30 -1 REVIEWED , BY. ^� MASIH MAHER GREG SHI S DATE. 11,1502– DAB; /(# /5• (7, PLANTING DETAILS AND SPECIFICATIONS FOR: PRIMROSE LANE APN: 255 -222 -46 & 47 11 -063 TMBD/DRIODP 11271- G SHEET 12 OF 13 F. POST PLANT FERTILIZER (MAINTENANCE), FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN 14.0% MIN. AMMONIAC SULFATE 4.0% MIN. REMAINDER OF NITROGEN 8.75% WATER SOLUBLE 1,25% WATER INSOLUBLE PHOSPHORIC ACID 7.0% MIN, POTASH 3.0% MIN. IRON 2.0% ZINC 0.15% MANGANESE 0.15% CALCIUM 2,0% ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL, PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL, POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL. NO POTASSIUM CHLORIDE IS TO BE USED. SULFUR FROM SULFATE OF AMMONIA, CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM, SCREEN ANALYSISi (% RETAINED) - APPROXIMATELY, 4 MESH = 1.3 %J 8 MESH = 24.2%j 20 MESH = 74,0%1 AND 48 MESH 0,05 %. SHALL BE WIL -GRO FAIRWAY, BANDINI, OR KELLOGG. IF NOT AVAILABLE, SHALL BE EQUAL TO. G. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD; NITROGEN 20.0% MIN. PHOSPHORIC ACID 10.0% MIN. POTASH 5.0% MIN, SHALL BE AGRIFORM OR GRO- POWER, IF NOT AVAILABLE, SHALL BE EQUAL TO. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURES SOIL AMENDMENT 1/2 C.Y, STOCK PILED SITE SOIL 1/2 C.Y. GYPSUM 5 LBS. PER /CU /YD. OF MIX SULPHUR (SOIL) 1 LBS, PER /CU /YD. OF MIX IRON SULFATE 1 LBS. PER /CU /YD, OF MIX PRE -PLANT <1- 10 -10) 3 LBS. PER /CU /YD, OF 2.06PLANT MATERIALS A. NOMENCLATURE: SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES GIVEN IN 'A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA,' PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. LABELINGi EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY, HOWEVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WILL BE FINAL, ALL PATENTED PLANTS (CULTIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED WITH A PROPER PLANT PATENT ATTACHED, C, QUALITY AND SIZE, ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND /OR EXCEED THE MEASUREMENTS SPECIFIED. D. CONTAINER STOCK SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS, NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS OF EARTH WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL, NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. E, PRUNING: AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT, F, INSPECTION OF PLANT MATERIALS; REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE, G. ON -SITE INSPECTION OF PLANT MATERIALS: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. REJECTION AND SUBSTITUTION; ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS, THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW, ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND /OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. I. RIGHT TO CHANGESi THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND /OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED, CHANGES IN THE SIZE AND /OR VARIETY OF ANY PLANT TO BE FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST. J. ROOT CONDITION; THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. PROTECTION, ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED S❑ THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY. ALL PLANTS DETERMINED BY THE OWNER ?S REPRESENTATIVE TO BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTOR ?S ON -SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNER ?S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS, L, SHRUB AND TREE SAMPLES: TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS, APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED. SAMPLES WILL BE INCORPORATED INTO THE WORK. M. SPECIMEN TREE SELECTION 1. ONE SAMPLE EACH OF EACH TREE VARIETY AND SIZE, AS CALLED OUT ON DRAWINGS, 24' BOX AND LARGER SHALL BE DELIVERED TO THE PROJECT SITE FOR APPROVAL PRIOR TO INSTALLATION, 2, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ANY TREES NOT APPROVED, 3. THE CONTRACTOR AT HIS OPTION AND AT HIS EXPENSE, CAN RETAIN THE SERVICES OF THE LANDSCAPE ARCHITECT TO REVIEW TREES 24' BOX SIZE OR LARGER TAGGED AT THE NURSERY AND /OR AT ITS PLACE OF GROWTH, 2.07 GROUNDCOVER & GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS, 2.10 PLANTER MULCH A. PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK. SHALL RANGE IN SIZE FROM 1/2 -INCH TO 3/4 -INCH. 2.11 STAKING MATERIAL A, TREE GUY WIRES SHALL BE OF PLIABLE, ZINC - COATED STEEL MINIMUM GAUGE NO, 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2 -PLY REINFORCED RUBBER 1/4' IN DIAMETER. GUY WIRES SHALL BE FLAGGED WITH 1/8 -INCH DIAMETER X 4'-0' LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T, CINCH -TIE AVAILABLE FROM V,LT, COMPANY, (714) 891 -8338. 2.13 PRE - EMERGENT HERBICIDE A. PRE - EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR, 2.14 WEED CONTACT HERBICIDE A. WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 - EXECUTION 3.01 INSPECTION A, EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION. DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED, 3.02 PREPARATION A. GENERAL, THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING SOIL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRAWINGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD WORKING CONDITION. WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RESULTS CAN BE OBTAINED. B, CLEARING AND GRUBBING: PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE, THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION. ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. C, OBSTRUCTION BELOW GROUND, ALL SUBSURFACE ROCKS OVER 2' IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOVAL. WHEN THE LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY, D. DEEP RIPPING: ALL AREAS (EXCLUDING SLOPES GREATER THAN 30 TO RECEIVE GROUNDCOVER, SHRUBS, AND HYDROSEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY, SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY, CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION, B, AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING B, RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES, AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL, SOIL AMENDMENT, 6 CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF 8'. GYPSUM 120 LBS. PER 1,000 SQ. FT. SOIL SULPHUR, 10 LBS, PER 1,000 SQ, FT. IRON SULFATE; 10 LBS, PER 1,000 SQ, FT. FERTILIZER (COMMERCIAL) 1 -10 -10 SHALL BE APPLIED AT THE RATE OF 30 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE, FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION, C. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT, SLOPES 211 AND STEEPER OR AS PER THE DRAWINGS ❑MIT SOIL CONDITIONER APPLICATION AND TILLING. D, DEEP WATER LEACHING AND SOIL TESTING, DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONIMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY, ITEM NUMBER THREE (3,) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD. APPLY 1/2' WATER AT EACH APPLICATION, WAIT ONE (1) DAY BETWEEN APPLICATIONS, 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E,C,), OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SALTS. E,C. TEST READING SHALL NOT BE ABOVE 2,0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 3, IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2,0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED SOIL AND BROUGHT TO FINISH GRADE, G. APPLY NAIAD WETTING AGENT 4 OZ, PER 1,000 S,F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN, B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN WATERED -IN AND MECHANICALLY COMPACTED AND SETTLED, THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES, D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS, F. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN, H. PLANTING SURFACES SHALL BE GRADED WITH NO LESS THAN 2 PERCENT SURFACE SLOPE FOR POSITIVE DRAINAGE, I. ALL ROCK AND DEBRIS SHALL BE REMOVED FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA, 1' DIA. IN LAWN AREAS, 2' DIA, IN SHRUB AREA, 2' DIA, IN HYDROSEED AREAS, J. FINISH GRADE SHALL BE 2' BELOW FINISH PAVING SURFACE IN SHRUB AREAS. 3.05 PLANTING INSTALLATION A. TIMING, ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. B. LAYOUT OF TREES, ALL TREES (15' GALLON SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, THE TREES SHALL THEN BE MOVED S❑ THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOLES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT, C. LAYOUT PLANTING1 LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND /OR PLANTING, ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS; SHALL BE AS SPECIFIED IN SECTION 2.03, IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL, E. DISPOSAL OF EXCESS SOIL AND DEBRIS: ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3,06 PLANTING TREES, AND SHRUBS A. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICULTURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS, ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS, HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS, C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE -USE FOR THE FILLING OF HOLES, PITS AND BEDS, D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS. E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. F. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. G. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES AND PER THE MANUFACTURER'S RECOMMENDATIONS,j 1 - 5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT. 1 - 21 GRAM TABLET PER GALLON CONTAINER, 3 - 21 GRAM TABLETS PER 5 GALLON CONTAINER, 4 - 21 GRAM TABLET PER 15 GALLON CONTAINER. 1- 21 GRAM TABLET PER EACH 4 INCH BOX SIZE, RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE. H, NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION, L ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. STAKING; ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE STAKED AS DETAILED. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. M, PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES AND SHRUBS WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND /OR SIZES CHARACTERISTIC TO EACH PLANT, PRUNING MAY INCLUDE THINNING, TOPPING, AND /OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4 -INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. 3.07 PLANTING GROUNDCOVER A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2' IN DIAMETER AND DEBRIS. B. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING. C. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS. VARIETY INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING, THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE S❑ THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS, PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF THE ROOT BALL. D. GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS AND EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. E. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL. F. EACH PLANT SHALL BE PLANTED IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES, EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE. PLANTING AREA SHALL BE HAND - SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE, TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING, THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM. REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. 3,10 POST FERTILIZATION A. TREES - POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARI ❑US DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB. PER 1' CALIPER IN HOLES, FERTILIZER SHALL BE WIL - GRO 14 -7 -3. B. SHRUBS - POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14 -7 -3) WIL -GRO OR APPROVED EQUAL, C. GROUNDCOVER AND LAWN AREAS - POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS /1,000 S.F. FERTILIZER SHALL BE (14 -7- 3) WIL -GRO OR APPROVED EQUAL, D. ALL PLANTED AREAS SHALL RECEIVE NAIAD WETTING AGENT, 4 OZ. PER 1,000 S,F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. 311 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERAL: MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN. B. ESTABLISHMENT PERIOD, TREES, SHRUBS, VINES AND GROUND COVERS - THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL BE NINETY (90) CALENDAR DAYS. THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERATIONS PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, PRUNING, MOWING, RESEEDING, ROLLING, RESEDDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE, PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FROM ALL WEEDS, DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY, ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEALTHY CONDITION THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCE, WHEN, IN THE ❑PINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE, E. PROTECTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED, WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH - TRAFFIC AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. WEEDING AND CULTIVATING; ALL TREE, SHRUB, GROUNDCOVER AND HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS. GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM, G. REPLACEMENT, DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING, AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION OF THE WORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER, H. ACCEPTANCEi AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. • REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE ,,PB AmBu By 90e By APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A$- 6UtLT- k% AmuA ray, 1.13- / CITY OF ENCINITAS SURVEY CONTROL POINT NO. 1007, OCLSB -004 ; FD. 2.5' DISK IN PLAN EP RED UNDER THE SUPERVISION OF REVIEWED PLANTING SPECIFICATIONS FOR: NE CORNER OF A 3'X3' DRAINAGE BOX IN HORIZONTAL 1 =2D' DAB: .ti- Z BY /V�' mil.` THEN QUADRANT OF EL (AMINO REAL do PRIMROSE LANE 11271 - G OLIVENHAIN RD. 33 FT OFF CURB Qe 310 FT L.L.A. N0. 3058 MASH MAHER GRE SHlEijW EAST OF INTERSECTION, PER ROS 18416. VERTICAL NIA J ES P. BENEDETTI EXP. 9 -30-1 11/ ISY �L iZ- DATUM. NAVD88 ELEV.: 84.68' DATE: DATE: i� / APN: 255 -222 -46 ec 47 11 -063 1MBD/bR /COP SHEET 13 OF 13 6 18 2012N: 1873 F.pro PLSA 1873F