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2015-12362 G (Plans)3 L c LQc v c v C\ IiIGiIT OF WAY NOIF QW0N CON 2L STORMWAIER POLLU71ON CON7Ra BMP NOTES RELA71W TO CONS1RUCnON ACANAES OIMIERS MAMIE LEGEND STANDARD/NSAM 01ES S OWNER IS TO OBTAIN A CONS7RUC77ON PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A CANIXIETE WASHOUT I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE PROPERTY BOUNDARY - - STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW 1. IN CASE EMERGE C WORK IS REQUIRED, CONTACT KIRK MALLOY AT (858- 756- 0326), 24 CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF WHERE HIS /HER PROPERTY LINE IS HOURS A DAY. WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, THE SITE. ADJACENT BOUNDARIES R/W MORTAR, STUCCO, PLASTER AND 7HE LIKE INTO THE STORMWA7ER CONVEYANCE SYSTEM OR ANY DRAINAGE NOTE 2 EQUIPMENT AND W KERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCA77ON , / EXISTNG CONTOUR DURING THE RA NY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MA7ERIALS SHALL SIGNATURE.• DA 7E BE STOCKPILED 0 SITE ON OCTOBER 1 AT CONVENIENT LOCA17ONS TO FACILITATE RAPID CONSAi WN SIZE ACCESS KIRK A MALLOY, TRUSTEE PROPOSED CONTOUR 180 NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER /S TO DRAIN CONSTRUC7ON 9F TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STABILIZED CONS7RUC77ON SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO AWAY FROM S7RUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. J. DEWCES SHOWN Oh PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES A// EXIS77NC ELEVATION X 175.5 THE ENGIN£ERE I SPEC TOR. SIGNATURE. DATE `� I PROPOSED ELEVATION X 175.5 175.50 UAUTY 7401E CONSMUCAON VE}NCLES T M. M OY, TRUSTEE 4. THE CON7RACTCR HALL RESTORE ALL EROSION CON7ROL DEVICES TO WORKING ORDER TO A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION CONCRETE HARDSCAPE ALL UTILITIES SERVING 7H/S S17E SHALL BE INSTALLED UNDERGROUND. THE SA7ISFACT7 N 9F THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-517F. STAMOT OF EMM? OF MgRK DG PATH GENERAL NO 5. THE CON7RACT6R HALL INSTALL ADD177ONAL EROSION CON7ROL MEASURES AS MAY BE REQUIRED BY THE UNFORESEEN C/ C ITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA77ON OR STANCES WHICH MAY ARISE OWSM 09111ROL 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE S17E WALL (MAX 25' HIGH) 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 174E STANDARD SPECIFICATIONS FOR EROSION CON7ROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER -: :.• �, KEYSTONE WALL PUBLIC WORKS CONSTRUCTION THE DESIGN CONS7RUC77ON STANDARDS OF THE CITY OF ENCINITAS AND 6. THE CONTRACT ALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND •:�:.«:;:.•.1 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR REVISIONS THEREFROM SHALL PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE EROSION CON7ROL MATS, ADEQUATE GROUND COVER VEGETA7TON, AND BONDED FIBER MATRIX. REGULA110NS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH RETAINING WALL (PER PLAN) BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPEC770N. PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF "REPORT 7. ALL EROSION C N OL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE NO EXCAVATION AND GRADING ACI7VI11ES ARE ALLOWED DURING WET WEATHER. ENCINITAS IN 17S CAPACITY AS A PUBLIC EN77TY FOR THE PLANS PREPARED BY THE ENGINEER !S NOT A TENNIS COURT FENCE X 2 THE SOILS REPORT RILED OF PRELIMINARY GE07ECHNICAL INVES77GATTON, BRICK MALLOY INCORPORATED E EON. DE7ERM1NA77ON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR RESIDENCE IMPROVEMENTS, 3223 BELLA COLLINA DATED JANUARY 28, 2015 AND FOUR UPDATE LETTERS DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE SIZE DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN LIMITS OF AC di Ji DATED JANUARY 22, 2015, JUNE 30, 2015 JULY 1, 2015 AND AUGUST 10, 2015 PREPARED BY CHRIS77AN 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF AND TEMPORARY CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF { WHEELER ENGINEERING SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL SLOPE AT THE COT 'CLUSION OF EACH WORK DAY. ENCINITAS AND 17S OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING LANDSCAPE SWALE BE DONE IN ACCORDANCE WIN THE RECOMMENDA77ONS AND SPECIRCA77ONS CONTAINED IN SAID REPORT REMOVE EXISTING VEGETA110N ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE SOLELY FROM THE NEGLIGENT ACTS, , /HER AGENTS OR ERRORS OR OMISSIONS OF THE ENGINEER AND HIS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NA7RAL GROUND COVER. DO NOT EMPLOYEES AC77NG WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT , TYPE B BROW DITCH (D -75 ) J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSIRUC110N WITHIN PUBLIC RIGHT -OF -WAY OR WORKING DAY I If THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. OF 1H RK PERFORMED BY THE ENGINEER. EASEMENTS SHALL BE REQUIRED IN CONJUNCTION W]7N IMPROVEMENT PLANS. PERCENT (40%) SALT AND 07HER DEBRIS SHALL BE REMOVED AF7ER EACH RAINFALL. DIREC77ON OF FLOW 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS17E GRADING TEMPORARY VEGETA7ION MUST BE PLANTED ON SLOPES OR WHERE CONS7RUC71ON IS NOT IMMEDIATELY SIGNATURE. 1 DA 7E• CS PVC STORM DRAIN PIPE PLANNED FOR EROSION CON7ROL PURPOSES EROSION SHALL BE PREVENTED BY PLAN77NG RANDY R. R WN 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUAONS REQUIRED TO PROTECT ADJACENT PROPERTIES FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 6° ATRIUM DRAIN INLET (BY 'NOS) DURING GRADING OPERA77ONS ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO 1. FOR STORM WA R OLLU77ON CON7ROL PURPOSES, ALL RUNOFF FROM ALL TMPERWOUS COMPANY SOWARDS AND BROWN ENGINEERING, INC. CONDITION EXIS77NG PRIOR TO GRADING. SURFACES INC D/ G ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77V77IES ADDRESS 2187 NEWCASTLE AVENUE S7E. 103 CARDIFF BY THE SEA, CA. 92007 PRIOR TO COLL C ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM ARE COMPLETE PHONE NUMBER 760 - 436 -8500 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DRAIN SYSTEM. RCE EXPIRES 6 -3D -16 DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. LAND SURVEYOR. 2. GRASS AND LANDS ARE AREAS DESIGNATED FOR STORM WATER POLLU77ON CONTROL SHALL ON -SITE CONSTRWWN MATEMAL STARAGE E/ 7HWORK DATA MAXIMUM VER77CAL DEPTH OF CUT = 10' 7 THE CON7RACTOR SHALL DESIGN, CONS7RUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, NOT BE MODIF! D W THOUT A PERMIT FROM THE CITY. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. MAXIMUM VER77CAL DEPTH OF FILL = 8' AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL STATE AND FEDERAL SAFETY AND HEALTH J. ALL IMPERVIOU A EAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP FACILITIES / CONTRACTOR SHALL STORE THESE PRODUCTS WHERE 7HEY WILL STAY DRY OUT OF 7HE RAIN. COMPLETED REMAINING TOTAL STANDARDS, LAWS AND REGULATIONS. AND /OR TO F R LANDSCAPED AREAS NTH ADEQUATE GROUNDCOVER PRIOR TO CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SHE ELIMINATE OR REDUCE POLLU77ON OF STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE SOIL, ___i CUT.- 725 CY 210 CY 935 CY DISCHARGE FROM E SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED , k1A_� I ` ' .. "'m �_____ j 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN BMP /!MP FACIL TY ND /OR THE TURF /LANDSCAPED AREAS PARING MA7ERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FILL: 4 750 CY i 260 CY ! 1,010 CY i OCCUPANCY SHALL NOT BE CONDUCTED BETNEEN THE HOURS OF 5:30 P.M. AND 7.•30 A.M. NOR ON FROM CONCENTRATED STORMWAIER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL _.__ ------ --- f-- -- -- - ---�? SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS 4. NO DRAINS SH L E INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY 07HER IMPERVIOUS BE COVERED OR PR07ECTED WITH SOIL STABILIZA77ON MEASURES AND PROVIDED W77H A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES IMPORT 25 CY 50 CY 75 CY 1 l AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. IMPERVIOUS AREA (NITFIAII LAINIS OF G1RAD VG) 9. NO GRADING OPERA77ONS SHALL COMMENCE UN77L A PRE- CONSTRUC7ON MEE77NG HAS BEEN HELD IRA/N/NG ONS17E WNH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, C114L ENGINEER, SOILS ENGINEER, GRADING CON7RACTOR AND PERMlT7EE. 7HE PRE - CONSTRUCTION MEE77NG SHALL BE SCHEDULED WITH THE 5. DRIVEWAYS SHALL IA VE A MINIMUM 2% CROSS SLOPE TOWARD 7HE IMP /BMP AREA OR HAVE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUC7ON IN THE CITY OF ENCINITAS SHALL BE TRAINED IMPERVIOUS AREA PRIOR TO CONSTRUC7ON 200 SF IMPERVIOUS AREA AFTER CONS7RUC77ON. 10,585 SF CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. ANOTHER APPA OW D DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND TO BE FAMILIAR WITH 7HE CITY OF ENCINITAS STORMWA TER POLLU77ON CONTROL REQUIREMENTS 7HESE INCREASE IN IMPERVIOUS AREA: 10,385 SF DISCHARGE IT rO IN ADEQUATE IMP /BMP. BMP N07ES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE 7HE PROPERTY OWNER(S) AND THE AREA OF DRIVEWAY (PERVIOUS) : 3,895 SF 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONS7RUC77ON S17E 107HIN PRIME CON7RACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA7ER REQUIREMENTS AND 7HE1R THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR 6. ALL STORMWA R P /BMP FACIU77ES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED OWN RESPONSIBILITIES. DISR#00 AREA 7HE PROPOSED HAUL ROUTE. 7HE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS W THOU T A PEA Mf 7 FROM THE CITY. 0.55 AC THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. W� 7, THE INSTALLA77 N F ADD177ONAL !MP£RWOUS SURFACES NOT SHOWN ON THIS PLAN MAY CON7RACTOR SHALL RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED 11. UPON FINAL COMPLE77ON OF THE WORK UNDER 7HE GRADING PERMIT BUT PRIOR TO FINAL GRADING REQUIRE THAT TH/ PLAN BE REVISED OR THAT A SEPARA7E ENGINEERING PERMIT BE CON57RUCTION MA7ERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER KIRK D. MALLOY AND CONSTNCE M. MALLOY, TRUSTEES OF APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CER7IFICA770N° SHALL BE PROVIDED OBTAINED. CAN CARRY THEM INTO 7HE CONVEYANCE SYSTEM IS S7RIC7LY PROHIBITED. THE BRICK MALLOY FAMILY TRUST DATED DECEMBER 1, 2010 STATING: "THE GRADING UNDER PERMIT NO. 12362 -6 HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH 174E APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN. A 8. ALL EXIS77NG N PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE 3223 BELLA COLLINA OLIVENHAIN, CA 92024 THIS STATEMENT SHALL BE FOLLOWED THE DAZE AND SIGNATURE OF 174E CIVIL ENGINEER WHO STORM WA7ER E T MANAGEMENT PRAC77CE REQUIREMENTS 7HE 7RASH ENCLOSURES SHALL PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF DUMPSITES SHALL BE CERTIFIES SUCH GRADING OPERATION. HAVE AN IMPS VI US, NON- COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN WATER TO CHECKED FREQUENTLY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS SITE ADDRESS ENTER THE EN LO URE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN WITHOUT LIDS SHALL BE PLACED W7H1N S7RUCTURES Wl7H IMPERVIOUS ROOFING OR COVERED Wl7H 3223 BELLA COLLINA INFER O U E 12 ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS USE. A BERM SH LL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY 7RASH MATERIAL. OLIVENHAIN, CA 92024 ESCAPE FROM 774 DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE DIREC77ON FILLS AND DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND TRASH ENCLOSURE AREA. 7HE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW MANY CONS7RUC770N MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASSESSORS PARCEL NUMBER AND COMPACTION OF TRENCHES HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL ROLLING OF MPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETA7ION CAN BE RECYCLED. NON- RECYCLABLE DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE77ON OF GRADING OPERA77ONS HE MAY HAVE A RA THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. 264- 090 -39 AN SHALL STATE THAT OBSERVA170NS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND MADE Y H SEPARATOR A l THEN FILTERED 7HROUGH A CITY - APPROVED HYDROCARBON FILTER AND FOR INFORMA77ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE H07LINE TOLL LE(;A( DE$gAtpngly THAT !N HIS OPINION, ALL EMBANKMENTS AND EERE ACCEPTABLE FOR SHEER INIEN USE. DISCHARGED ! TO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM FREE AT (800) 714 -1195 FOR INFORMA77ON ON LANDFILLS AND TO ORDER DUMPS7ERS CALL EDCO AT 13. THE CONTRACTOR SHALL PROPERLY GRADE EXCAVATED SURFACES TO PROVIDE POSY 77VE DRAINAGE DRAIN SYSTEM. SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS S7RUCTURE. 760 436 -4151. ( ) PARCEL 2 IN THE CITY OF ENCINITAS, COUNTY OF SAN ALL DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP AND PREVENT PONDING OF WA7ER. HE SHALL CON7ROL SURFACE WA7ER AND AVOID DAMAGE TO THEREOF No. 19512, FILED IN THE OFFICE OF THE COUNTY ADJOINING PROPER77ES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO 077RCA n�IUs POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING RECORDER OF SAN DIEGO COUNTY JUNE 18, 2004. T EROSION OF FRESHLY GRADED AREAS UN17L SUCH TIME AS PERMANENT DRAINAGE AND EROSION PREVENT RECEPTACLES AROUND 174E SITE QPOFESS CONTROL MEASURES HAVE BEEN INSTALLED. 1. THE EXISTENCE 01 LOCA77ON OF UNDERGROUND U77LITY PIPES AND S77?UCTURES SHOWN PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED fREQUENILY FOR LEAKS ��� R. Bq0 ��sy® 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ON 7HESE PLANS VERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM y i ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. OUR KNOWLEOCE HOWEVER.• THE I CG YERE ARE NO EXIS77NG U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, V TRACTOR IS REQUIRED TO TAKE DUE PRECA U 77ONA R Y MEASURES TO STORMORAIN INLETS ON PERVIOUS SURFACES is No. 36190 m cc Exp. 6/30/18 LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PROTECT ANY XI 77NG U77LI77ES OR S7RUC7URES LOCATED AT THE WORK SITE. IT IS ALL CONS7RUC110N DEBRIS SHALL BE KEPT AWAY FROM 7HE STREET GUTTER, AND STORMORAIN. 4 5 EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM THE CONTRACTOR',' RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM clvle Q. OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WA7ER AND U77LI77ES ORS U 7TURES PRIOR TO ANY EXCAVA770N, FOR VERIFICA77ON AND LOCA77ON CONSTRUCTION S17E q�OFCAC \F® COMPACT 7HE FILL IN S7RICT ACCORDANCE WITH SPECIFICATIONS OF U71LI77ES AND iOTIRCA77ON OF COMMENCEMENT OF WORK.- A. SEWERS (C D1FF SANITA77ON DISTRICT 1- 760 - 753 -0155 FOR MORE INFORMA77ON ON STORMWA7ER POLLUTION CON7ROL MEASURES AND REQUIREMENTS PLEASE o FORTUNA 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE B. SAN DIEGO AS & ELECTRIC 1- 800 - 422 -4133 CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. N BELLA RANCH RD AND UNIFORM CROSS SEC71ON. THE SLOPES OR EXCAVA77ON AND EMBANKMENTS SHALL BE SHAPED, C. WATER (9LI ENHAIN WATER DIS7RICT 1- 760 - 753 -6466 COLLINA PLANTED, AND 7RIMMED AS DIRECTED BY 7HE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDI770N. ALL STONES, R007S AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT D. TELEPH E PACIFIC BELL) 1- 800 - 422 -4133 SASS � �� SITE n 1t E. CABLE i- 800 - 422 -4233 BY; SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND 1, DANIEL B. ADLER, A CER77FIED CIVIL ENGINEER IN THE STA7E OF CALIFORNIA, PRINCIPALLY DOING OF SOIL CER77FY SAMPLING M00y /f 6MAI DATE TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE W17H THE GRADING ORDINANCE. 2 CONTRACTOR S ML. N077FY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING BUSINESS IN THE FIELD APPLIED MECHANICS, HEREBY THAT A AND STUDY OF ANY WORK ON 11I PROJECT. PHONE. (760) -b33 -2770. THE SOIL COND17IONS PREVALENT Wl7HIN THIS S17E WAS MADE BY ME OR UNDER MY DIREC77ON ON JACK 16 SHALL PILED ESE OE OS7E nCON7RACTOR EOFFICE MFUR v� �yOR� OTHER DISPOSED O F THE BY THE SO AS TO LEA VEOTHE AREAS THAT HAVE 3. THE CON7RACTOR HALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE. RECOMMENDATIONS, HAS BEEN SUBMITIEDY OF THE OFPTHE CITY ENGINEER 7HERMORE, AVE REVIEWED 7HESE GRADING PLANS AND CER77FY 7HAT THE RECOMMENDA77ONS INCLUDED IN THE SOILS QPOFESS BEEN CLEARED WI7H 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 (760)63J-2771 . A L WORK PERFORMED W17HOUT BENEFIT OF INSPEC77ON WILL BE SUBJECT REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN 7HE GRADING PLANS AND SPECIRCA77ONS 2�� V R• B �F TO REJEC77ON N REMOVAL. ` 90� ��� 7HE DISPOSAL OF ANY SUCH MATERIAL PQ� Q 2 o m 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSIS7ENT WITH THE CITY'S URBAN FOREST 8^ 11 I �^ w No. 36190 v BMP PROJECT STATUS MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY S7REET RIGHT -OF -WAY, ON CITY PROPERTY, OR SIGNED: VICINITY MAP * Exp. 6/30/16 WITHIN CITY EASEMEN7S ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING DANIEt B. A LER DATE N. I. S. CONS7RUC77ON UNLESS SPECIFICALLY APPROVED 07HERINSE. NO GRADING, EXCAVATION, OR DISTURBANCE LINE RCE 36037 dkt� s7 c I v �V �P STANDARD 9TFOF OF CITY TREE ROOT SYSTEMS SHALL OCCUR W1174IN THE CITY TREE DRIP AREA (THE AREA FROM CAL�F�Q� 7HE TRUNK OF A TREE TO 774E OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). EXP. DA7E.-f6 TF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF EDG PROJECT I CWE 2140628.02 APPROVED IMPROVEMENTS ARE IN CONFLICT Wl7H A CITY 7REE, IT MUST NOT BE DISTURBED UNLESS THE CHRIS77AN WHEELER ENGINEERING oo PLANNING AND BUILDING PARKS AND RECREATION OLIVENHAIN WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLAN IS REVISED TO ADDRESS THE 7REE REMOVAL. 3980 HOME AVENUE, SAN DIEGO CA 92105 619- 550 -1700 p k Z r i SIG DATE SIGN ATE SIG DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BE Cl C .MARK SCALE IR n 4TIONS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING OIVIS1oN - APPROVALS (,CITY OF DCWAS - PUBL /L OEPAfITMEiVT DRAWING NO. JER Je:� RRB LL[/ 40P401 1 A - B1J /LT -01-16 %6 DESCRIP71ON SAN D LOCA71ON A .5° DISC G CO. BENCHMARK 'OC -0073' HORIZONTAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: 8/07/15 RECO D:S APPR VE � GRADING PLANS FOR: MALLOY TENNIS COURT IN THE NORTHEAST CORNER OF VAULT I E SOU T CORNER OF SHE VERTICAL: NONE � ,1 �' l� R.C.E. NO.: 36190 RANDY R. BROWN EXP.: 6/31/16 A AH GLENN PRUIM G / O ����� $ Z7 �J 3223 BELLA COLLINA APN 264- 090 -39 14 -156 ADR 12362 -G INIERSEC77ON OF LG E JACK ROAD AND DOUBLE LL RANCH ROAD. ELEVA71ON 203.16 D, TUM NAVD 88 SIG SHEET 1 OF 6 JOB NO. 14 -015 8107115 1 6i o Z tr W W z 0 Z W z o O NS m w- zwd � °6 Z> a fl) Omm � W�l 0 Q K m 66 m Zm a 0 Nzo V/ 0&U F Z Q a 0 U 0 0 w � Q LLI z w Q d 3 a R h 0 I N _3 / o SPEpAL NOTES 1. THIS PLAN IS FOR A TENNIS COURT THAT WAS PREVIOUSLY UNDER CONSTRUCTION PRIOR TO RECEIVING A STOP -WORK ORDER. CONTOURS AND SCREENED SPOT ELEVA7701VS SHOWN APN: 264 -090- G �. \5�'® \ cr= APN: 264 - 090 -32 WITHIN THE LIMITS OF DISTURBANCE REFLECT EXISTING CONDITIONS AT THE TIME OF THE STOP -WORK ORDER. THE MASONRY WALLS HAVE BEEN BUILT TO DESIGN ELEVATIONS 6S TENNIS COURT FENCE 2.1 MAX GRADED SLOPE (EXCEPT WHERE NOTED ON THIS PLAN) BUT HAVE NOT BEEN FULLY GROUTED OR BACKFILLED. THE KEYSTONE WALL IS UNDER CONSTRUCTION. EXISTING WALL ELEVATIONS CURRENT ELEVA71ON OF KEYSTONE WALL. N87*5i'12 "W 235.50' N (SCREENED) REFLECT P � -- _ 2 THE EXISTING KEYSTONE WALL IS TO BE REMOVED AND REPLACED TO THE SPECIFICA17ONS - 169 - _.._ --_j INITIAL GRADE ON SHEET 5. REINFORCEMENT BACKFILL SHALL BE IMPORTED MA7ERIAL THAT MEETS THE SOILS ENGINEER'S SPECIFIC APPROVAL. k � J. SITE TO BE REGRADED TO THE SATISFACTION OF THE SOILS ENGINEER NTH ANTICIPATED R 177 16 L1 � � " 4 TYPE B' BROW DITCH LIMITS OF SOIL REMOVAL AND RECOMPAC71ON SHOWN ON THIS PLAN. u; ...' ja ..' 0 15 30 60 90 4. EXTERIOR SLAB ON GRADE SHALL BE MIN, 4" THICK CONCRETE OVER 12" EXIS71NG GRADE . -. .• � , k' .a�^ �'7. 9 � 3L1'�• o- r�.m^.. ys.`." L COMPACTED TO MINIMUM 90% DRY DENSITY NTH 13 BARS AT 18" EACH WAY, UNLESS i OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVATIONS IN THE FIELD. I f/ %,.+S ' \-STEPPED CMU WALL 5. TENNIS COURT SECTION SHALL BE A POST- 7ENSIONED CONCRETE SLAB, 5" THICK, 4W1H Y- " , ' ; .5 _ e ; TENNIS URT SURFACE CABLES AT 42" EACH WAY OVER 4" CLASS /I BASE OVER 12" EXISTING GRADE COMPACTED 1 _ [ 176) xl - PARCEL 2 0.5% TO MINIMUM 907. DRY DENSITY UNLESS OIHERNSE SPECIFIED BY SOILS ENGINEER OR s I TENNIS COURT SPECIALIST BASED ON OBSERVATIONS IN THE FIELD. ° °9Aj7a.•f ° ,a` / I 1 GROSS LOT AREA = 3.24 AC 1 BOTTOM WALL BW) - ( 6. CONCRETE AND TENNIS COURT SLABS SHALL BE IN PLACE PRIOR TO BACKFILLING OF r NOTES I MASONRY WALLS. ANY PREVIOUS BACKFILL IS TO BE REMOVED AND EXCAVATED REGION I ; w NET LOT AREA = 3.17 AC BEHIND WALLS TO BE CLEARED OF LOOSE FILL AND DEBRIS. BACKFILL SHALL BE IMPORTED �i 1 ' � r► �,��" � " �' � „,- 4 1. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY 1 MATERIAL THAT MEETS THE SOILS ENGINEER'S SPECIFIC APPROVAL. �r° 1 e C �✓ 2 x s 3 INFORMA77ON PER RECORD DATA. 7. BOTTOM OF KEYSTONE WALL ELEVA7IONS SHOWN HEREON MAY VARY DURING 1. TYPICAL WALL SECTION A CONSTRUCTION DUE TO SOIL ENGINEERS FIELD TESTS AND RECOMMENDA110NS 2. THE PROPERTY LINES SHOWN HEREON WERE CALCULATED FROM RECORD DATA USING A MIN OF TWO (2) 77ES TO NTS E' ° CERTAIN FOUND SURVEY MONUMENTS 8. WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM SHOWN HEREON. / ° '�' `? 9. UNLESS NOTED OTHERWISE, PRIVATE CATCH BASINS TO BE 6" DIA. ATRIUM GRATES BY 6 J. THE EASEMENTS SHOW ON THIS PLAT ARE FROM A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN NOS: REFER TO LEGEND ON SHEET i. y 1 AREA OF Kll e 7771E COMPANY DATED MAY 27, 2011. 1 10. ALL STORM DRAIN PIPE TO BE 6" MIN PRIVATE PVC (SOR 35) ®1% MIN., UNLESS NOTED °` 1' 07HERNSE. REFER TO PLAN FOR PIPE SIZES & SLOPES pIS1URBANCE Ir 11. RUNOFF FROM HARDSCAPE SURFACES TO BE DIRECTED THROUGH VEGETATED SWALE PER ' kk J ^ SEC71ON A PRIOR TO OUTLET TO PRIVATE ROCK -LINED DRAINAGE CHANNEL. I ` IN EASEMENT NOTES. TENNIS COURT FENCE 12 ALL ONSI7E DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING BMP TREATMENT OF APN: 264 - 090 -38 RUNOFF OVER PRIVATE HARDSCAPE AREAS WILL BE PRIVATELY MAINTAINED. A TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT "ROAD ENTITLED T , OAD MAINTENANCE AGREEMEN RECORDED 13. EXISTING DETENTION BASIN, SPILLWAY, 18" DRAINAGE PIPES AND ROCK -LINED DRAINAGE / r EXISTING RESIDENCE P } o AUGUST 2, 2002 AS INSTRUMENT NO. 02- 654318 OF g CHANNELS ARE 70 REMAIN AND BE PROTECTED IN PLACE. 17.5'1 NOT A PART z OFFICIAL RECORDS N { 95 j a` RECTANGULAR DRAINAGE CHANNEL 14. " GRAVEL SECTION SHALL BE MIN. 15 CLASS /I BASE OVER 12" EXISTING GRADE COMPACTED d 7 ,. : I E e © AN EASEMENT FOR INGRESS, EGRESS, ROAD, UTILITY AND 6" WIDE AND SLOPED 0.5% TO OUTLET TO MINIMUM 95% DRY DENSITY UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON r INCIDENTAL PURPOSES RECORDED AUGUST 2, 2002 AS OBSERVA7ONS IN THE FI €LD. INSTRUMENT N0. 02- 654319 OF OtTICIAt RECORDS. r € ? © A SDG&E EASEMENT FOR PUBLIC U71LI77ES AND 4" DEEP VEGETATED SWALE WITH TENNIS COURT SURFACE INCIDENTAL PURPOSES RECORDED MARCH 1, 2004 AS 3:1 SIDE SLOPES AND 1' FLAT f } x 1 INSTRUMENT N0. 04- 1628 76 OF OFFICIAL RECORDS BOTTOM, SLOPED 1.7% TO DRAIN " a 6 ` `= t ' i ? ; EXISTING GARA CURRENT GRADE DG PATH TENNIS COURT FENCE 1 NOT A PART I INITIAL GRADE x PM 19512 Q i - BOTTOM WALL (BW) N KEYSTONE WALL SECON .�- N TENNIS COURT SURFACE C, t ° " 4: }GRADED SLOPE 1i STACKED STONE WALL C [I 1 T+ 9 GRAVEL PARKING .,,» d -.s ... 25" MAX FILL VOIDS BETWEEN STONES NIH MORTAR N86 43'17 "W 37 , 0 _ _ �� - - - - _ -- 8" �I_ !I INITIAL GRADE SWALE SHALL BE PLANTED WITH ADEQUATE 4 24 GROUNDCOVER OR TURF. PLANTS THAT ARE 0.4' STONE WALL SEC770N r� D KEY MAP NOT PRONE TO BLOCKING THE DRAINAGE FLOW TURF REINFORCEMENT MAT NTS " MAY ALSO BE PLANTED ON SIDE SLOPES /F APPLICABLE 1 = 30' I SLAB &BASE COURSE - ___� - 6" MIN. ENGINEERED SOIL I ���� � - " PER PLAN #4 NOSING 2'- 0 ���,_) *SEE NOTE BELOW 555 (TYP.)_ r rt ' 10" MIN. FILTER MEDIA: 3 PART CLEAN WASHED X' " 18" MIN SAND TO 1 PART 318" GRAVEL 2" - J18 GRAVEL / TENNIS COURT SLAB BY OTHERS I" TYP 3 "CLR " 24" MIN. -, 6" - 314" CRUSHED ROCK 4" PERFORATED PIPE CONNECTED 30" SLAB TO DRAINAGE SYSTEM BAR ®}6" 18" #4 @ 12" o/c EW ENGINEERED SOIL" LAYER SHALL BE MINIMUM 6" DEEP "SANDY LOAM" SOIL -MIX W17H NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -307 TOPSOIL. z OF ® R. B9p�2 #4 @ 24" o/c o QP ESS /Oyy NOTE. VEGETATED SWALES ON GRADES OF MORE THAN 2.5% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE TO 2.5% 07HERWISE 5 REBAR CONTINUOUS i`, #4 CONTI Q�v R. B90 F� SWALE UNLESS APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES 12" - - �No.36190 2'- O "�12" 2P Z w NOTE. NO FILTER FABRIC IS TO BE USED IN THIS SECTION. No. 36190 +,1 Exp. 6/30/18 * Exp.6 /30/16 * VEGETATED SWALE C TENNIS COURT CLEAT DETAIL NTS E cl,� TYPICAL STAIR ON GRADE SEC77ON s9. o v, �P NTS RANDY Vr +OW/V QA/E aOP$�� NTS 9TFOF CAL1Q��� m CHANGE NO. DESCRIPTION APPROVED DATE BEN H ARK SCALE DESIGNED Bv: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING No. JER JER RRB AG-1%1117' -o/ -la 13 11- - DESCR/P77ON SAN DIE LOCATION A 2.5" DISC H 0 0. BENCHMARK 'OC -0073' HORIZONTAL: NONE PLANS PREPARED UNDER SUPERVISION OF DATE: 8/07/15 RECO APP SITE PLANS do DETAILS FOR: MALL_ ®Y TENNIS COURT E NORTHEAST CORNER OF VAULT IN THE SOUTH V1 S CORNER OF THE VERTICAL: NONE R.C.E. NO.: 36190 RANDY R. BROWN EXP.: 6/31/16 '• ��� �� ����� 8- 27_/� ATE 3223 B ELLA C®LLI N A APN 264- 09® -39 14 -156 / 12362- U INTERSECTION OF LON J CK ROAD AND DOUBLE LL ,,; RANCH RDA D. ELEVATION 203.16 A M NA VD 88 SHEET 2 OF 6 nv e JOB NO. 14 -015 8107115 J (7 B Z_ ry m LL V W W Z_ (7 Z Ill Z o 0 �Y 0 tL N Nm M 0,ZU W N 3wN o W F W N =m mr Q ZOm a 0O ❑ �/� D�Q W V/ ONO F z Z Q a o 0 L. K o w�¢ (5000 w¢a 3 d h °v 0 i N 0 I %V ' N JOB NO. 14 -015 8107115 �o Z (r a W w Z C Z LL III Z o 0 Nm m end dS w;° N wN o OwI-wx 4 t- Q J3LL �zLL 0 ZN V/ 88NU F z Q CL 2 O O 0 z o wU)¢ z ¢ z Lu w¢a .sy s 4 "n �ef i , n..,. SCALE: 1 " = 10' ° a, a 0 5 10 20 30 a p 'a m • N �44 .`- � � `� � ^a ` may,° 'y ° �� S y 0.� ��"`..T 4 \''zP `n•�6�"".,., � '�� F �✓' t'd£: s.i 4+} m.Pvsf e . z.. CwiSa': b, C u e '4, \_ 4R "� l .*. 'h.y ' CROCK STO ILE FOR \ '4^^.. .a.,a, �F r> ` STONE STAC WALL ° EXIST" DETENTION BASIN x x, NN PROTECT IN PLACE T \ °'. � _ __•....... 4f � n \ J •,o- �.._°.^", -._ .,�� +T.,,T ° "+n S '""w..°'^... ..,...,„�,.w.°,o.. � °� 174„22 EXIST. GONC SPILLWAY 1 t ^° a° i AN ATED LIMI F REMOVAL AM, -..,p C RE" 80N T BE° � `RETERMINIED DURING \ CONSTRUCT}// N BY SOILS E�1GINEER Q if o R '* = w T°^ '°•°.. `Sf' - .a..w.. Mw h, V#f f Jf` f�: f i„. . ~y� r �T. ClMllS QfDIST MAKE ° f \ TIE WALL SUB7IR�IN ° TO DRAIN INLET ' UMD($7URB '"` °�.; 11S 0 ANCE FENCE 190. T -� .-- G _- - ___• .. _ .� EXIST. 180 PVC ' 176.3 IE OUT 171.08 I \, . TOP FENCE 190.2` 6 317: ° ,- : _ 2 GN KEYST01M614NQL x � '"�.. EXIST" 18" PVC ' � � ti 7,3.47 5 ��'- Tp �EL p \ ASSOCIATED I IE 170.17 /�i . _T_ - s - " / - -- - =° \ \ FE�� mob. NC�790p JUW7101� LIMITS OF DISTURBAN WITH STOP- WORI5,.ARDER H = _ / �� .28 ti =4.2' y 54 _ - __- �/ \ �� r ANTICIPATED LIMt1S OF REMOVAL" AND EXIS17NG FENCE & STACKED STONE WALL GA 7E TO REMAIN C T "" 4.1 ``_ ^ 0 m ° "q % A• o v m a / m H 6.T - - -�. _ .1 _^ 190 - -- /� ,:. -- RECOMPAC77ON TO BE DE75MINED DURING - CONSTRUCTION BY SOILS ENGINEER / ® 10 \. �o �_ H =9.4 ' . o " QVO roo _ N o - 'Is, 41 -� 178 47 i ' z `' l- F /� / RAUL sr 'c. . . . .m _m . G PATH WITH'�� 0 RR 11E STEPS ro \ I GRAVEL PARKING 2 s 1716'. k _.. -- �_- \ �_ _ m 11F G I t 77E WALL SUBDRAIN B, 5 TO DRAIN INLET \ 18" PVC ' E OUT 169.37 T 173.5` 68.00 a ^. B X82 Tc8 ;` 7Y Jj 1 l$jj t f IE 0 8.30 W y J rr� v �0°; T, / " 7 RnlcRO4p rrFT�s j\, ;STACKED STONE WALL 176. x CONCRETE TENNIS COURT 3. 3 f °,," � 81.2 181.52 .? • - \` . . ! - - .. - �.. Z I 29 mow. K fox e ;. €t 4:1 E sf f N�6 # °t "� 't ° i i � j MAX 12' HIGH TENNIS COURT FENCE I , I�f ®� ,� °: �r �rn °•� I TOP FENCE 190.2 c��g� �� r' --------- Y== --� _._ � °w °�� F =rm. fq � � 4 r 7g 71V 176 p FG s - - 6" WIDE CONCRETE CHANNEL � - - a. 35 � � (� 181 � 184.ss� __.. � 17 , 4' WIDE VEGETATED SWALE 37 177.E 118.17 "�- TOP FENCE 190.2 '� F. VIA "L . PER DETAIL B, SHEET 2 g7y �82� flo 6 _� EX)ENT OF 1 l WALL NOT PREVIOUSLY /s F PER DETAIL 'C, SHEET 2 1� �, T p . �_ r BUILT TO DESIGN - __ s, . ELEVA7ION VEGETATED SWALE PER w. SEC110N B, SHEET 2 =. 6 PVC ®2% _---- � .._- � xtJ 178.23. �, z •1`t! A 165a � _. - _ 176 __- ._,�_..� -'--�= �-�-- ..-.., 3:1 MAX F TOP FENCE 190.2 � J � �, a � 178.66x C _._._ . _..- � __ m®_ �� „..� --°'_ b a � h h - ) " -e- _. 778. 60 � 178. - 1 G '.'° n . DIRP 1H Lmd i5 t l _;,HAvq a �. x ^- r� i� m e �n o' N r° 33 �o ea ^ m 0 43, �$ 3 m N a o.. �f DG PATH MATCH GRADE h g - - X5.4 759 0 ' f / + s GR ��� ,-i C i 161 T 'LIMITS OF DISTURBANCE ANTICIPATED ANTICIPATED LIMITS OF REMOVAL AND �7•---- -��.E 70 FL RECOMPAC71ON TO BE DE7ERMINIED DURING N037643'E 267.34'- r/ - l ,fo 13, "4 CONSTRUCTION BY SOILS S -� & T ENGINEER 9 No. 36190 m NOM CAUTION!!! CONTRACTOR TO LOCATE EXIS71NG UTIL171ES /IQNOY BROdVA! Z74TE � �ga.6/301,8 �' VEGETATED 8MP SWALE /pN EXIS71NG RETAINING WALLS CONSTRUCTED WITHOUT PERMITS, CE07ECHNICAL CONSULTING, SPECIAL INSPEC71ON AND IES71NG. WALL AS- BUILT' DESIGN, CONSTRUCTION DRAINAGE AND NOTE.' NOTE' SEE SPECIAL NOTES ON SHEET 2 NO GRADING SHALL OCCUR OUTSIDE THE NOT TO BE ALTERED WITHOUT CITY PERMIT N QpOFESS -� �Q�o�a�� R' 890 ``�� ENGINEER ROBERT OWARDSt IN REGISTERED JUNE 25L 2015. UNLESS ESS PRIOR WRITTEN AUTHORIZA71ON IS DIGOALERTCTEL: (800)0227 -2600 CID QP OBTAINED FROM THE CITY AND THE OWNERS - w No. 36190 m OF ANY OTHER AFFECTED PROPERTIES * Exp.6 /30/16 * - qTF °e� OF CALIF CHANGE NO. DESCRIPTION APPROVED DATE E E CHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. JER JER RRe A,5-8011T 41-01-14 / ' '< (• .: (o DESCRIPTION &i LOCA77ON A 2.5" VAULT THE S I IEGO CO. BENCHMARK 'OC -0073' HORIZONTAL: NONE VERTICAL: NONE PLANS PREPARED UNDER SUPERVISION DATE: R.C.E. RANDY R. BROWN EXP.: OF 6/07/15 f NO.: 361x0 6/31/16 REC APP V 9- 2 c _ 0I $ -27 -/I °��- GRADING PLANS FOR: A A A I I ®Y TENNIS COURT �V� /`ILL 3223 B ELLA COLLI N A APN 264 - 090 -39 14 -156 ��� C�- /� V 6 IS IN THE NORTHEAST CORNER OF U WEST - CORNER OF THE INIERSEC71ON 6 L NE JACK ROAD AND DOUBLE LL RANCH ROAD. ELEVATION 203.6 DATUM NA 88 SHEET 3 OF 6 I %V ' N JOB NO. 14 -015 8107115 �o Z (r a W w Z C Z LL III Z o 0 Nm m end dS w;° N wN o OwI-wx 4 t- Q J3LL �zLL 0 ZN V/ 88NU F z Q CL 2 O O 0 z o wU)¢ z ¢ z Lu w¢a R, 117JA5 SC -7 LID Z2.2 1721.8 171rdlifto rr sl7ps t7'. Is d a t� y UD222 All SS -z f � J p d { � ; � Vii° t 333 _ v 4 WIDE VEGETATED SWALE . PER DETAIL 'C, SHEET 2 q ;4- 0' 2Q LID 22.4 lk ' � 1 az� a 3 a a CHANGE NO. 0 N �i I:lifilialm, felmillij, mw . 0 '76. 171,8 x # 4.1 i 177.. Y8.17 / # DESCRIPTION a,? h Dlfi MA Fw---l-1 MATERIAL DELIVERY AND STORAGE Fw---41 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT Fw---61 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT W- -9 SANITARY WASTE MANAGEMENT Fs-c--71 62.9 Ft 161"1," STORM DRAIN INLET PROTECTION LEGEND DESCRIPTION SYII m DIRECTION OF LOT DRAINAGE MATERIAL & WASTE MANAGEMENT CONTROL BMPs.- Fw---l-1 MATERIAL DELIVERY AND STORAGE Fw---41 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT Fw---61 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT W- -9 SANITARY WASTE MANAGEMENT APPROVED DATE HMARK �AITON A 2.5" 6ISdl IN THE NORTHEAST CORNER OF VAULT IN THE U (WEST OF THE IWERSECRON 01 OAD AND DOUBLE LL RANCH ROAD. VA1lON 03.1 DATUM NA VD 88 LIMITS OF DISTURBANCE -''f Z,� DG PATH MATCH GRADE J! r GRA VEt BED - AN77CIPATED LIMITS OF REMOVAL AND RECOMPAC7701V TO BE DETERMWED DURING CONSTRUCTION BY SOILS ENUNEER LEGEND DESCRIPRON SYII m TEMPORARY RUNOFF CONTROL BMPs Ss 2 PRESERVA77ON OF EX /STING VEGETATION SS -6 STRAW MULCH # SC -1 I SILT FENCE Fs-C--6-1 GRAVEL BAGS Fs-c--71 STREET SWEEPING & VACUUMING SC-10 STORM DRAIN INLET PROTECTION FW-E---11 WIND EROSION CONTROL -' TC -1 STABILIZED CONSTRUCTION EN7RANCE fi!A SS -2 LID 22.4 < 1% a LOW IMPACT DEVELOPMENT BMPs: ��Q�OQ oyF RS BgNll t!D 2.22 MINIMIZE DISTURBANCES TO NATURAL DRAINAGES e 02 y No 36190 L!D 22.4 MINIMIZE SOIL COMPACTION , FA HE i% fe -===::-z>=z=c== SCALE 1" = 10' 0 5 10 20 30 f� SS-2 11141 orolsrUR,RNCE flMOY R 4590VN alrE a 179<: 0 h (7 Z I W W Z_ ( j vgf rOdRR B6 " Z uj M I N6.3619Q S� li N m l f M Ned 1171 Expa 6,130(1$ wz j, dJ z> d° ClV4S.. N 0'w OF, WU p Z 3 Dz- w * Exp. 6/30/16 0 0 o m tID 225 DRAIN RUNOFF FROM IMPERVIOUS SURFACES TO PERVIOUS AREAS N N JOB NO. 14 -015 8107115 GENERAL NOTES FOR MASONRYRETAIN/NG WALLS REINFORCED SOIL * GENERAL NOTES /REQUIREMENTS 1. VERIFICATION- VEA/FYALL DIMENSIONS, ELEVATIONSAND SITE CONDITIONS BEFORE START /NGWORK. NOT /FY THEARCH/TECT/ ENG / NEER /MMEDIATEL YOFANYD/SCREPANCIES. 2, CODES.- ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ED SOIL DESIGN CONDITIONS: FENCING: Wells are to be used for the loading conditions Safety fencing shall be installed at the top of 30 UN /FORMBUILDINGCODE(C.B.C), 2001 EDITION, ASADOPTEDBYTHEBUILDINGDEPT shown for each type wall. Design H shall not be the wall as required by the agency. APPARENT COHESION PSF 150 exceeded. Footing key is required except as shown INSPECTIONS: 200 3 SIMILARWORK" WHERE CONSTRUCT/ ONDETA /LSARENOTSHOWNOR NOTED FORANYPART otherwise or when found unnecessary by the 122 OF THE WORK,SUCHDETA /LS SHALL BE THESAMEASFORSIM /LARWORKSHOWNONTHE Engineer. Special footing design is required Call for inspections as follows: No surcharge loads within this DRAWINGS. where foundation material is incapable. of A. When the footing has been farmed; with the arep for level backfill design. supporting toe pressure listed in table. steel tied securely in final position, and is r 4. PIPES, DUCTS, SLEEVES, CHASES, ETC.: SHALL NOTBE PLACED IN SLABS, BEAMS, OR WALLS DESIGN DATA: ready for the concrete to be placed. UNLESS SPECIFICALL YSHOWNOR NOTED NOR SHALL ANYSTRUCTUR4 MEMBER BE CUTFOR R Where cleanout holes are not provided: Reinforced Concrete: 12" t- JIFFYSEAL OVER THOROSEAL PIPES, DUCTS, ETC, UNLESS SPECIFICALLYSHOWN. OBTAINPRIORWRITTENAPPROVAL FOR Fc =8.3 Mpa (1200 psi) F'c =20.7 Mpa (3000 psi) (1) After the blocks have been laid up to a height wATERPROOFING INSTALLATION OFANYADDITIONAL PIPES, DUCTS, ETC. of 1.22m (4') or full height for walls up to Fs -138 Mpa (20,000 psi) n =10 1.52m (5'); with steel in place but before the H/2 MIN IMPORTED GRANULAR BACKFILL 5. EXCAVATIONS: LOCATEANDPROTECTUNDERGROUNDOR CONCEALED CONDUIT , PLUMBING Reinforced Masonry: grout is poured, and.:,::. PER SOILS ENGINEER . OR OTHER UT/ LI TIESWHERENEWWORK ISBE /NG PERFORMED . F'm -41.4 Mpa (600 psi) Fm =1.4 Mpa (200 psi) (2) After the first lift is properly grouted, Fs =138 Mpa (20,000 psi) n =50 the blocks have been laid up to the top EY2 cLEANSANDBACKFaL 6 CONSTRUCT /ONMETHODSANDPROJECTSAFETY. THE CONTRACTDAAW/NGSAND Earth -1822 kg /cu m (120 pat) and Equivalent Fluid of the wall with the steel tied securely to N SE > 35 SPEC /FI CAT /ONSREPRESENT THE FINISHED STRUCTUREANDDONOT /ND /CATEMETHODS, Pressure =1.76 kg /sg no (36 psi) per 305mm (foot)`, place but before the upper lift is grouted. `- I - FILTERMATER /AL CRUSHED ROCK (WRAPPED PROCEDURES OR SEQUENCE OF CONSTRUCT /ON TAKE THENECESSARYPRECAUT /ONSTO of height. Where cleanout holes are provided: C'4 E . I `' -9" IN FILTER FABR /C) OR CLASS// PERMEABLE ' � MATERIAL (SEE SPECIFiCA71ONSBEL0W). MA /NTAINANDINSURE THE /NTEGR /TYOFTHE STRUCTURE DURING CONSTRUCT /ON NEITHER Walls shown for 1 1/2:1 unlimited sloping surcharge After the blocks have been laid u t are designed in accordance w( }}� Rankline s formula P o the ( THE OWNER, OR ENGINEER WILL ENFORCE SAFETYMEASURESORAEGULAT IONS DESIGN, for unlimited sloping surcharge with a 0 = 33. 13m(42'). top of the wall, with the steel tied CONSTRUCTANDMAINTAINALL SAFETYDEV/CES, INCLUDING SHORINGANDBRACING, ANDBE REINFORCEMENT- securely in place, but before grouting. SOLELYRESPONSIBLEFOR CONFORM1NG TOALL LOCAL, STATEAND FEDERAL SAFETYAND Intermediate grade, hard grade, or roll steel C. After grouting is complete and ofter rock or HEAL TH STANDARDS, LA WS AND REGULATIONS. deformation shall conform ASTM A615, A616, A617. rubble wall drains are in place but before FOUNDRY /ON Bars shall lop 40 diameters, where spliced, unless earth hockfill is placed. otherwise shown on the plans. Bends shall conform D, Final inspection when all work has been to the Manual of Standard Practice, A.C.1. completed. 1. SO /LSINVESTIGATION :REPORT.- CWE2140628.01 &.02 Backing or hooks is four diameters. All bar 9 DATED: ✓ANUARY28, 2015 APPENDED: JANUARY22, 2015 embedments are clear distances to outside of bar. CONCRETE GROUT AND MORTAR MIXES: BY.- CHRISTIAN WHEELER ENGINEERING Spacing for parallel bars is center to center bars. Concrete grout shall attain a minimum compressive MASONRY. strength of 13.8 Mpa (2,000 psi) in 28 days and 2 FOUNDATIONMATER /AL: CLAYEYSAND mortar shall attain 12.4 1 l M a $00 psi in 28 da ys All reinforced masonry retaining walls be p (' ) P All cells shall be filled with grout. Rod or vibrate 3 MINIMUM FOUNDED DEPTH&W/DTHOFFOOT/NGS.- constructed of regular or light weight standard consolidation. Bring grout within 10 minutes of pouring "Standard BELOWROUGH PAD GRADE . .. .......... _............... 18" units conforming to the Specifications for Public Works Construction." to insure grout to a point 51mm (2 ") from the top of BELOWLOWESTAD✓ACENTF /N /SHED GRADE ...............18" masonry units when grouting of second lift is to be JOINTS: continued at another time. WIDTH ................... ............................24" Vertical control joints shall be placed at 9.75m MORTAR KEY: 4 . FOUNOINGOFFOOT /NGS &SLABS.ONF /RMUNDISTURBEO (32') intervals maximum. Joints shall be designed to resist shear and other lateral forces while To insure proper bonding between the footing and NATURAL SOILS OAAPPROVED COMPACTED SOILS. permitting longitudinal movement. Vertical the first course of block, a mortar key shall be 5. SOIL PRESSURES. expansion joints shall be placed at 29.3m (96') formed by embedding a flat 2 x 4 flush with and at intervals maximum. the top of the freshly poured footing. The 2 x 4 SOIL BEARING... 205OPSF(FILL) 60 PSF (META VOL CANICROCK) CONCRETE: should be removed after the concrete has started COEFFICIENT OFFR/CTION . .................0.25 to harden (approximately 1 hour). Footing concrete shall be 332 kg /M' -C 22Mpa A mortar key may be omitted. if the first course' of PASS/ VEPRESSURE ....... ..................1......250PCf (560 -C- 3250), using Type B aggregate when placing block is set into the fresh concrete when the CANT/ LEVEAACT IVE(LEVEL) ...........:........ 38PCF(SELECTBACKF /LL) conditions permit. footing is poured, and a good bond is obtained. CANTILEVERACT/VE ( 2:1 SLOPE) .... ............... . 51PCF(SELECTBACKF /LL) BACKFILL: WALL DRAINS. No backfill material shall be placed against Wall drains shall be provided in accordance with GEOGR/ D REINFORCED EARTH WALL DESIGN PARAMETERS masonry retaining walls until grout has reached Standard Drawing C -8, and GS/ soils reports. design strength or until grout has cured for d Minimum of 28 days. Compaction of backfill SOIL material by jetting or pending with water will not be permitted. Each layer of backfill shall be All footings shall extend at least 305mm (120) into moistened as directed by the Engineer and undisturbed natural soil or approved compacted thoroughly tamped, rolled or otherwise compacted fill. Soil should be dampened prior to placing REINFORCED SOIL * RETAI ED SOIL tOUNDA ZION SOIL ANGLE OF INTERNAL FRICTION (DEG) 30 26 26 APPARENT COHESION PSF 150 200 200 UNIT WEIGHT PCF 125 122 122 thoroughly tamped, rolled or otherwise compacted fill. Soil should be dampened prior to placing 0000D, *IMPORTED FILL until' the relative compacting is not less than 90 %. concrete in footings. D' SPEC /AL INSPECTIONS CBC 1701 REQUIREMENTSFORSPEC /AL INSPECTION. - I. THE CERTIFIED SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF REGISTERED DETAILS FOR MASONRYRETA /N/NG WALLS RISE - - - 2' -0" MAX. PROFESSIONAL ENGINEER. j H 2 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO 7HF BUILDING OFFICIAL No surcharge loads within this AND THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE arep for level backfill design. ATTENTION OF THE CONTRACTOR FOR CORRECTION THEN, /FNOT CORRECTED, TO THE r ENGINEER AND THE BUILDING OFFICIAL. 12" t- JIFFYSEAL OVER THOROSEAL 3. THE SPEC /AL INSPECTOR SHALL SUBMITA FINAL REPORT, SIGNED BYA CIVIL ENGINEER, wATERPROOFING STATING WHETHER OR NOT THE WORKREQUIRING SPECIAL INSPECTION WAS /NACCORDANCE H/2 MIN IMPORTED GRANULAR BACKFILL WITH THEDRAWINGS AND SPECIFICATIONS AND THEAPPLICABLE WORKMANSHIP PROVISIONS PER SOILS ENGINEER . OF THE CBC. 4. PERIODIC SPECIAL INSPECTION REQUIRED. EY2 cLEANSANDBACKFaL N SE > 35 SUMMARY OF STROCTURAL CONTINUOUS `- I - FILTERMATER /AL CRUSHED ROCK (WRAPPED & PERIODIC SPECIAL INSPECTION C'4 E . I `' -9" IN FILTER FABR /C) OR CLASS// PERMEABLE ' � MATERIAL (SEE SPECIFiCA71ONSBEL0W). - THE INFORMATION PRO VIDEDBEL0WI SA SUMMA RY - SEE THE CONS TRUCT/OND0CUMENISFOR ( THE FULL REQUIREMENTS FOR SPECIAL INSPECTIONS PERFORATED DRAINPIPE Line of undisturbed ? natural soil. COMPETENT, APPROVED SOILS OR BEDROCK TYPICAL SECTION 133mm Mortar or cast -in-place. _ concrete / Finished ( / Ground Une �f- Yertianl Reinf. lop of Grout filled block cells Footing z CAP DETAIL Horizontal reinf. thru bond beam block 51mm (2') X 102mm (: (nominal) Key KEY DETAIL Reinf. NOTES: 1. All masonry retaining wails shall be constructed with cap;, key and drainage details as shown hereon. M 2. 102mm (4' diameter drain may be formed by placing a block on it's side. O 3. See Soils Report by GS/ dated September 21, 2011 and October 27, 2011 for additional options for wall drainage. NOTE. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATIONINSPECTION THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT THE FOUNDATION EXCAVATIONS COMPLYWITH THE INTENT OF THE SOILS REPORT. 3 NOTE STRUCTURAL WALL DESIGN REVIEWED AND APPROVED BYESGIL CORP AS PC # 15 -1357 a o CHANGENO. DESCRIPTION APPROVED DATE AS' 8UlLi -0I-I6 '!(O II •((D DESCRIPTION o LOCATION A 2 VAULT IN Th INIERSFC170 RANCH ROA! a ELEVA71ON 1. CONCRETE (CBC 1701.5 1).-DURING THE TAKING OF TEST SPECIMENSAND PLACING OF REINFORCED CONCRETE. 2, BOL IS INSTALLED IN CONCRETE (CBC 1701.52): PRIOR TO AND DURING PLACEMENT OF CONCRETE AROUND BOLTS. 3. REINFORCING STEEL (CBC 1701.5.+1.): DURING PLACING OF REINFORCING STEEL FOR ALL CONCRETE SPECIFIED TO HAVE SPECIAL INSPECTION. 4. STRUCTURAL MASONRY (CBC 1701.5.7.). -AT THE START OFLAYING UN /TS, AFTER THE PLACEMENT OFRE/NFORC/NG STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS 5 THE CONSTRUCTI ON /NSPECTIONSLISTEDAREINADDIT /ON TO THE INSPECTIONS REQUIRED BYCBC 108. SPEC /AL INSPECT /ON IS NOTA SUBSTITUTION FOR INSPECT /ON BY THE BUILDING OFFICIAL. SPEC/ ALLY INSPECTED WORK WHICH /S INSTALLED OR COVERED WITH- OUT THEAPPROVAL OF THE BUILDING OFFICIAL AND THE SPEC /AL INSPECTOR IS SUBJECT TO RE- OPENING OR EXPOSURE. 6 THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE BUILDING OFFICIAL TO PERFORM THE TYPES OF SPEC /AL INSPECTIONS SPECIFIED. 7 IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPEC /AL INSPECTOR OR /NSPECT/ONAGENCYAT LEAST ONE WORKING DAYPR /OR PERFORMING ANY WORK THAT REQUIRES SPEC /AL INSPECTION. ALL WORKPERFORMED WITHOUT THEREQU /RED SPECIAL INSPECTION IS SUBJECT TO REMOVAL AND RECONSTRUCTION.^ ����ld KEYSTONE WALL SPEC /AL INSPECT /ON��`�� �A 1. FOUNDA TION PREPARA TA TION No C26404 Exp.3/31/18 2 KEYSTONE UNITPLACEMENJI NCLUDINGAL /GNMENTANDINCLINATION r CN1l 3 GEOSYNTHETIC REINFORCEMENT TYPE (MANUFACTURER AND MODEL NUMBER) A� PLACEMENT 'r 4. BACKFILL PLACEMENTAND COMPACTION 5 DRAINAGEPROVISIONS WCHMARK SCALE �wQ`�) A so, DIEGO CO. BENCHMARK 'OC -0073' � e SC IN THE NORTHEAST CORNER OF w No.26404 ITHWEST CORNER OF THE HORIZONTAL: NONE Exp. 3 -31 -16 LONE JACK ROAD AND DOUBLE LL VERY /CAL: NONE sT c I v 1 - DATUM NA VD 88 9TF OF CALF STD. LAP 2X MATCH T &B FIG RISE 6 „ M /N REINFORCEMENT (TOP RE /NF. SHOWN DASHED) _ 2" CLR FIG DEPTH 3" CLq 50 DIA LAP � • eoeiun HORIZ. REINF. PER PLAN STD HI F, 2 #5 (V) 40 DIA. LAP CORNER BARS SAME S/ZEAND SPACING 0- -0" MIN. AS HORIZONTAL REINF. STD H1 UUU&FLt GUH /A /N STD HOOK 16 BAR DIA. rD HOOK r BAR DIA. 40 DIA. LAP 2'- 0"M /N. �:� 4" CLEAR SINGLE CURTAIN 40 DIA. LAP 16" ` NOTES: 2' -0" MIN. DIA. 1 1. SLOPE TO BE 1 BERT /CAL TO 2 HORIZONTAL EXCEPT WHERE SHOWN OTHERWISE (MAX) o �p 2 SEE TYP. FOOTING STEEL FORADDITIONAL REINFORCEMENT O SINGLE CURTAIN ^ h � �( TYP. STEPPED WALL FOOTING A�,, Y ASTERSECT /ON OF O � INTERSECTIONS OF MASONRY FOOTINGS & BEAMS O ` TOP OF WALL EXISTING GRADE 41 TOP OF WALL EXISTING GRADE 4:1 IMPORTED db' -� db' PER PLAN PER PLAN GAANULA G' IMPORTED 6" BACKF /LL 6 db' GRANULAR 8" CMU GROUT SOLID PER SO /LS 6 'db' 4„ MIN �- BACKFILL ENGINEER PER SO /LS #4 @ 16 0% (V) ' " STIRRUPS &TIES ENGINEER #4 @ 24" o% 2 (H) 2 3/4" LMITS OF I (#5 AND SMALLER) EXCAVAT /O 8" CMU GROUT SOLID LM /TS OF 12" CMU GROUT SOLID 6' -6" MAX #4 @ 16" o% (V) EXCAVAT /ON TENNIS COURT SLAB TO #5 @ 16'01C (V) 3" PERFORATE 5' -3" MAX BE POURED TIGHT TO DRAIN PIPE 4 'db' #4 @ 24" o% (H) #5 @ 24" o% (H) 2 112 "MIN. ,{yb, ab, WALL PRIOR TO 1 N /S COURT SLAB TO 4 DRAINPIPE D 23 BACKFILL 2` 4" 4' 0" #4 @ 16" o% TEN „ "Ofb� #4 9 16- O/C z� K_ BE POURED TIGHT TO r fZb' WALL PR /OR TO O BACKF/ /\ / / \// 3 #5 CONY MANN BARS /fSGONT Tf3 �, . z 3 #5 CONT. 1 - 3" LR 'db'- BRAD /AMETEA \ �`' #5 CONr ALL RE /NF. BENTOLD _ ,� �\ ;�. 1,_2„ 2 #5 CONY. e t6 ua� 7� � a� 1' -0" 2 #5 CONT. 614m �i 60 lNjO 2' -4" ` 1' -0" f STIRRUPS = 4 db'FOR #3 TO #5 BARS AND TIES 3" LR SET KPEJOdXY �R 8„ n 4' -6„ MAIN r D = 6 db' FOR #3 TO #8 BARS EMBEIJEC�G "INTd SET,r4� _ 1 -0 10„ WATERPROOHNG AND M tCC -ESR 2�B I Z WATERPROOFING AND BARS D = 8 db' FOR #9 TO #11 BARS ' `EPDXYPFf a-em 2b0 � � DRAINAGE PER e DRAINAGE PER REINF. STANDARD HOOKS O UN /T CORE F /LL KEYSTONE 4" CAP UNIT UN /T COREF /LL (314" CRUSHED ROCK KEYSTONE COMPAC /I UNIT (3/4" CRUSHED ROCK OR STONE) KEYSTONE 4" CAP UNIT OR STONE) PER ICC -ESR #2113 IIS TING GRADE 3 :1 \ \\/ KEYSTONE RCOe ESR / #2NIT 18" /\j 5 -6 '/ / L /M /TS OF TOP OF WALL PER PLAN 18 L/MlTS OF M /RAF /2xr REINFORCED 4,0" BACKFILL MIRAF /zxi REINFORCED 4' -0" BACKFILL H = 6' -6" 4' -6" �' FIN /SHED GRADE MIPAF12XT GRANULAR BACKFILL 4' -0 4 GRANULAR BACKFILL PER SO /LS 8" CMU GROUT SOLID 4f-0" 2Xr PER SO /LS „ /� ENGINEER #4 @ 76" o% (V) 3' -3" In FIN /SHED GRADE 4' -0 #4 @ 24" o% (H) 2314" 6" EMBEDMENT 6 RETAINED SOIL M/RAF72rT RETAINED SOIL IMPORTED UNREINFORCED CONCRETE OR EMBEDMENT = 0.1H GRANULAR CRUSHED STONE LEVEL ING PAD SCHEDULE 40 PERFORATED PIPE, 6" SCHEDULE 40 PERFORATED PIPE, IBACKF /LL WRAPPED IN MIRAF! 140 OR EQUIVALENT, WRAPPED IN MIRAF/ 140 OR EQUIVALENT, PER SOILS T -O" MIN. PLACED AT THE HEEL OF THE WALL WITH UNREINFORCED CONCRETE OR PLACED AT THE HEEL OF THE WALL W/TH 12" CMU GROUT SOLID 2 -8" ENGINEER TO DAYLIGHT FULL HEIGHT GRAVEL DRAIN, SEPARATED CRUSHED STONE LEVELING PAD FULL HEIGHT GRAVEL DR4 11V , SEPARATED FROM THE 84CKF /LL MATERIALS BY FROM THE BACKF /LL MATER /ALS BY #5 @ 16" o% (VI 3 9' -0" MAX MIRAF! 140 OR EQUIVALENT. 7-0" MIN. M/RAF1 140 OR EQUIVALENT. #5 @ 24" o% (H) I - TO DAYLIGHT LM /TS OF EXCA VA TIOA TYPICAL REINFORCED SECTION 4.O' FT, O TYPICAL REINFORCED SECTION 6.51 FT. O 16" CMU GROUT SOLID COMPAC // UNIT COMPAC II UNIT #6 @ 16" o% (V) UNIT CORE F /LL #5 � 16" o% (H) KEYSTONE 4" CAP UNIT KEYSTONE 4" CAP UNIT TENNIS COURT SLAB T (314" CRUSHED ROCK OR STONE) (3/4" CRUSHED ROCKOR STONE) KEYSTONE COMPAC /l UNIT KEYSTONE COMPAC /! UNIT BE POURED TIGHT TO 3 3' -4" PER /CC -ESR #2113 PER /CC -ESR 02113 WALL PRIOR LL 3' -2" PERFORATED 18" BACKF /LL T 18° DRAINPIPE 8'•x" M /RAF /2XT M/RAR 2XT o r 3 #5 CONY. 7' 0" T LIMITS OF P_8 A LIMITS Of a ° REINFORCED H = 8 -8� H = 10' -5" 7 0„ REINFORCED s . $ 3 #5 CONT. 5' 6" BACKF /LL BACKFILL M/RAFI2XT x 1, 3" CLR T -0" GRANULAR BACKFIL GRANULAR BACKFILL > 2" PER SO /LS PER SO /LS 5COA1T� E 5, 6„ T -0, T § B $ FIN /SHED GRADE MIRAR 2XT E /NEER FIN /SHED GRADE EN (NEER 3, 4" - 1'-0" 5' -6" -�� RETAINED SOIL 7_01f � 1 0 . \ MiRAF12XT 7 R / RETAINED SOIL o 5'-8„ EMBEDMENT = 0.1H w \-#a/& 16 0/C 61Y OEO w�'IN1b EMBEDMENT = O,1H 6 SCHEDULE 40 PERFORATED PIPE, 6" SCHEDULE 40 PERFORATED P /PE, WRAPPED w w SET -,Y° OPDXYPff? /CC ESR 2508 WRAPPED /NM /RAF/ 140 OR EQUIVALENT, INM /RAF/ 140 OR EQUIVALENT, PLACED AT UNREINFORCED CONCRETE OR PLACED AT THE HEEL OF THE WALL WITH UNREINFORCED CONCRETE OR THE HEEL OF THE WALL WITH FULL HEIGHT w _ CRUSHED STONE LEVELING PAD FULL HEIGHT GRAVEL DRA /N, SEPARATED CRUSHED STONE LEVELING PAD GRAVEL DRAIN, SEPARATED FROM THE z A S ��i� r WATERPROOFING AND m (( Jr T' -0" M /N. FROM THE BACKF /LL MATER /ALS BYM /RAF/ T -0 M /N. BACKFILL MATER /ALSBYM /R4F/ 140 OR Z a g DRAINAGE PER o TO DAYLIGHT 140 OR EQUIVALENT. TO DAYLIGHT EQUIVALENT. a ^ Q W UNU - 9 TYPICAL REINFORCED SECTION 8.7 FT ( TYPICAL REINFORCED SECTION 10.4' FT. L z R W D SOK/4R0S ac re STANDARD 18" UNIT STANDARD 18" UNIT DES /GNEDBY.- DAAWNSY. CHECKED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. o JER JER RDS U Q PLANS PREPARED UNDER SUPERVISION OF RECD fl APP V RETAINING WALL PLANS FOR: Z o DATE: 8/03/15 .� MALLOY TENNIS COURT w�Q =�Z _ R.CE.N0.:26404 12362 -G �_�_�� F- L7 �s 3223 BELLA COLLINA �pO R BERT OS WARDS EXP.: 3/31/16 DATA- DAr APN 264- 090 -39 14 -156 SHEETS OF 6 W Q JOB NO. 14 -015 8103/15 0 0000D, "CLR D' f 1 2x RISE �i MIN. RISE STD. LAP 2' -0" MAX. 2" CLR FIG DEPTH 3" CLq 50 DIA LAP � • eoeiun HORIZ. REINF. PER PLAN STD HI F, 2 #5 (V) 40 DIA. LAP CORNER BARS SAME S/ZEAND SPACING 0- -0" MIN. AS HORIZONTAL REINF. STD H1 UUU&FLt GUH /A /N STD HOOK 16 BAR DIA. rD HOOK r BAR DIA. 40 DIA. LAP 2'- 0"M /N. �:� 4" CLEAR SINGLE CURTAIN 40 DIA. LAP 16" ` NOTES: 2' -0" MIN. DIA. 1 1. SLOPE TO BE 1 BERT /CAL TO 2 HORIZONTAL EXCEPT WHERE SHOWN OTHERWISE (MAX) o �p 2 SEE TYP. FOOTING STEEL FORADDITIONAL REINFORCEMENT O SINGLE CURTAIN ^ h � �( TYP. STEPPED WALL FOOTING A�,, Y ASTERSECT /ON OF O � INTERSECTIONS OF MASONRY FOOTINGS & BEAMS O ` TOP OF WALL EXISTING GRADE 41 TOP OF WALL EXISTING GRADE 4:1 IMPORTED db' -� db' PER PLAN PER PLAN GAANULA G' IMPORTED 6" BACKF /LL 6 db' GRANULAR 8" CMU GROUT SOLID PER SO /LS 6 'db' 4„ MIN �- BACKFILL ENGINEER PER SO /LS #4 @ 16 0% (V) ' " STIRRUPS &TIES ENGINEER #4 @ 24" o% 2 (H) 2 3/4" LMITS OF I (#5 AND SMALLER) EXCAVAT /O 8" CMU GROUT SOLID LM /TS OF 12" CMU GROUT SOLID 6' -6" MAX #4 @ 16" o% (V) EXCAVAT /ON TENNIS COURT SLAB TO #5 @ 16'01C (V) 3" PERFORATE 5' -3" MAX BE POURED TIGHT TO DRAIN PIPE 4 'db' #4 @ 24" o% (H) #5 @ 24" o% (H) 2 112 "MIN. ,{yb, ab, WALL PRIOR TO 1 N /S COURT SLAB TO 4 DRAINPIPE D 23 BACKFILL 2` 4" 4' 0" #4 @ 16" o% TEN „ "Ofb� #4 9 16- O/C z� K_ BE POURED TIGHT TO r fZb' WALL PR /OR TO O BACKF/ /\ / / \// 3 #5 CONY MANN BARS /fSGONT Tf3 �, . z 3 #5 CONT. 1 - 3" LR 'db'- BRAD /AMETEA \ �`' #5 CONr ALL RE /NF. BENTOLD _ ,� �\ ;�. 1,_2„ 2 #5 CONY. e t6 ua� 7� � a� 1' -0" 2 #5 CONT. 614m �i 60 lNjO 2' -4" ` 1' -0" f STIRRUPS = 4 db'FOR #3 TO #5 BARS AND TIES 3" LR SET KPEJOdXY �R 8„ n 4' -6„ MAIN r D = 6 db' FOR #3 TO #8 BARS EMBEIJEC�G "INTd SET,r4� _ 1 -0 10„ WATERPROOHNG AND M tCC -ESR 2�B I Z WATERPROOFING AND BARS D = 8 db' FOR #9 TO #11 BARS ' `EPDXYPFf a-em 2b0 � � DRAINAGE PER e DRAINAGE PER REINF. STANDARD HOOKS O UN /T CORE F /LL KEYSTONE 4" CAP UNIT UN /T COREF /LL (314" CRUSHED ROCK KEYSTONE COMPAC /I UNIT (3/4" CRUSHED ROCK OR STONE) KEYSTONE 4" CAP UNIT OR STONE) PER ICC -ESR #2113 IIS TING GRADE 3 :1 \ \\/ KEYSTONE RCOe ESR / #2NIT 18" /\j 5 -6 '/ / L /M /TS OF TOP OF WALL PER PLAN 18 L/MlTS OF M /RAF /2xr REINFORCED 4,0" BACKFILL MIRAF /zxi REINFORCED 4' -0" BACKFILL H = 6' -6" 4' -6" �' FIN /SHED GRADE MIPAF12XT GRANULAR BACKFILL 4' -0 4 GRANULAR BACKFILL PER SO /LS 8" CMU GROUT SOLID 4f-0" 2Xr PER SO /LS „ /� ENGINEER #4 @ 76" o% (V) 3' -3" In FIN /SHED GRADE 4' -0 #4 @ 24" o% (H) 2314" 6" EMBEDMENT 6 RETAINED SOIL M/RAF72rT RETAINED SOIL IMPORTED UNREINFORCED CONCRETE OR EMBEDMENT = 0.1H GRANULAR CRUSHED STONE LEVEL ING PAD SCHEDULE 40 PERFORATED PIPE, 6" SCHEDULE 40 PERFORATED PIPE, IBACKF /LL WRAPPED IN MIRAF! 140 OR EQUIVALENT, WRAPPED IN MIRAF/ 140 OR EQUIVALENT, PER SOILS T -O" MIN. PLACED AT THE HEEL OF THE WALL WITH UNREINFORCED CONCRETE OR PLACED AT THE HEEL OF THE WALL W/TH 12" CMU GROUT SOLID 2 -8" ENGINEER TO DAYLIGHT FULL HEIGHT GRAVEL DRAIN, SEPARATED CRUSHED STONE LEVELING PAD FULL HEIGHT GRAVEL DR4 11V , SEPARATED FROM THE 84CKF /LL MATERIALS BY FROM THE BACKF /LL MATER /ALS BY #5 @ 16" o% (VI 3 9' -0" MAX MIRAF! 140 OR EQUIVALENT. 7-0" MIN. M/RAF1 140 OR EQUIVALENT. #5 @ 24" o% (H) I - TO DAYLIGHT LM /TS OF EXCA VA TIOA TYPICAL REINFORCED SECTION 4.O' FT, O TYPICAL REINFORCED SECTION 6.51 FT. O 16" CMU GROUT SOLID COMPAC // UNIT COMPAC II UNIT #6 @ 16" o% (V) UNIT CORE F /LL #5 � 16" o% (H) KEYSTONE 4" CAP UNIT KEYSTONE 4" CAP UNIT TENNIS COURT SLAB T (314" CRUSHED ROCK OR STONE) (3/4" CRUSHED ROCKOR STONE) KEYSTONE COMPAC /l UNIT KEYSTONE COMPAC /! UNIT BE POURED TIGHT TO 3 3' -4" PER /CC -ESR #2113 PER /CC -ESR 02113 WALL PRIOR LL 3' -2" PERFORATED 18" BACKF /LL T 18° DRAINPIPE 8'•x" M /RAF /2XT M/RAR 2XT o r 3 #5 CONY. 7' 0" T LIMITS OF P_8 A LIMITS Of a ° REINFORCED H = 8 -8� H = 10' -5" 7 0„ REINFORCED s . $ 3 #5 CONT. 5' 6" BACKF /LL BACKFILL M/RAFI2XT x 1, 3" CLR T -0" GRANULAR BACKFIL GRANULAR BACKFILL > 2" PER SO /LS PER SO /LS 5COA1T� E 5, 6„ T -0, T § B $ FIN /SHED GRADE MIRAR 2XT E /NEER FIN /SHED GRADE EN (NEER 3, 4" - 1'-0" 5' -6" -�� RETAINED SOIL 7_01f � 1 0 . \ MiRAF12XT 7 R / RETAINED SOIL o 5'-8„ EMBEDMENT = 0.1H w \-#a/& 16 0/C 61Y OEO w�'IN1b EMBEDMENT = O,1H 6 SCHEDULE 40 PERFORATED PIPE, 6" SCHEDULE 40 PERFORATED P /PE, WRAPPED w w SET -,Y° OPDXYPff? /CC ESR 2508 WRAPPED /NM /RAF/ 140 OR EQUIVALENT, INM /RAF/ 140 OR EQUIVALENT, PLACED AT UNREINFORCED CONCRETE OR PLACED AT THE HEEL OF THE WALL WITH UNREINFORCED CONCRETE OR THE HEEL OF THE WALL WITH FULL HEIGHT w _ CRUSHED STONE LEVELING PAD FULL HEIGHT GRAVEL DRA /N, SEPARATED CRUSHED STONE LEVELING PAD GRAVEL DRAIN, SEPARATED FROM THE z A S ��i� r WATERPROOFING AND m (( Jr T' -0" M /N. FROM THE BACKF /LL MATER /ALS BYM /RAF/ T -0 M /N. BACKFILL MATER /ALSBYM /R4F/ 140 OR Z a g DRAINAGE PER o TO DAYLIGHT 140 OR EQUIVALENT. TO DAYLIGHT EQUIVALENT. a ^ Q W UNU - 9 TYPICAL REINFORCED SECTION 8.7 FT ( TYPICAL REINFORCED SECTION 10.4' FT. L z R W D SOK/4R0S ac re STANDARD 18" UNIT STANDARD 18" UNIT DES /GNEDBY.- DAAWNSY. CHECKED BY, ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. o JER JER RDS U Q PLANS PREPARED UNDER SUPERVISION OF RECD fl APP V RETAINING WALL PLANS FOR: Z o DATE: 8/03/15 .� MALLOY TENNIS COURT w�Q =�Z _ R.CE.N0.:26404 12362 -G �_�_�� F- L7 �s 3223 BELLA COLLINA �pO R BERT OS WARDS EXP.: 3/31/16 DATA- DAr APN 264- 090 -39 14 -156 SHEETS OF 6 W Q JOB NO. 14 -015 8103/15 0 EXISTING EUCALYPTUS TREE 0 ARBUTUS MARINA RED CARP ROSE 14 ARBUTUS MARINA ARBUTUS MARINA ARBUTUS MARINA ENN. UB. ENN. UB. ALOE �I d ARBOR, ° GEIJERA PARVIFOLIA NEIGHBORS EUCALYPTU �G. - v GEI ER PAR I LIA GEIJERA �— �---- - = -�'� PARVIFOLIA GEIJERA —� _ PARVIFOLIA GEIJERA PARVIFOLIA GEIJERA �GEIJER--- _ - - - -�— PARVIFOLIA PARVIFOLIA M GEIJERA REAS A Ij T WITH PARVIFOLIA ° .. ENNIAL CH .> .... - _ :.; ff - CRIGE N ON C RIGON C ASCIC RIGON ALOE CHONDR CHONDR ALOE .7 ARBOR. ---�• _ _ -- AGE EMC ---- ARBOR G-) y �y \ E 9 CO w r „ -- - -- - -- Cb �"— -� GETE: ALOE �_. '�-- �'A N �--' -- EMONII ARBOR. _� A MARINA AG TE y ASCIC ASCIC ARBOR. y y RIGON A AGETE: MARINA V r EMON ENN," ASCIC R ALOE R V ARBOR. r L X �. ARBOR, A ASCIC ALOE A ASCIC RIGON r' CO�� U U = � �+ V A RIGON ARBOR. R 3 ALOE ASCIC 3' OF PERENNIAL MULCH PLANT NAME container ASCIC A AS �� RIGON A ARBOR. IGON ALOE W � TREES - - -__ A ASCIC R RIGO C 9 Arbutus Marina MLT - Strawberry tree 20'x20' 24' 7 Callistemon citrinus - Lemon Bottlebrush �� A 15 gal ASCIC -!� C CHONDR —_-_ ' '_'�— - Tagetes Lemont! - Mexican marigold 3'x3' S gal 17 Eriogonum fasciculatum - CA Buckwheat �T d.. T TECTOR ---- -_ � �l - - -� - - ---- -" ----_ - 1 gal - -- --�_ — —� � ---_- Agave americana variegata 4'x4' 23 - -- _ 77_ dM 3 5'x5' �X 15 GROUND COVER --- 2 �l - _--�- 7 1 gal 13 Rosmarinus prostrata 4'xl' 1 gal 37 Pennisetum rubrum 5'x4' 1 gal 16 Red carpet rose 4'x2' HONDRO 29 CTORU - -- d . CONCRETE - - ---- -- _�- - --_"_- —�_ � �� ----- - -- O OQ - r . O OND R f}ATIB-- AK.�LE TENNIS O O R RT— TECTOR --.. _ CHONDR ALOE .7 ARBOR. ---�• _ _ -- AGE EMC ---- ARBOR G-) y �y \ E 9 CO w r „ -- - -- - -- Cb �"— -� GETE: ALOE �_. '�-- �'A N �--' -- EMONII ARBOR. CID EED CARPET ROSE X W 60 + GOLD LANTANA --�_ A AGETE II AGAVE GE E AMER ti EMONII # M ol I VAR, GOLD LANTANA X 8 AGAVE + RED CARPET ROSE X 4LLI TEI ON AMER. AGAVE 6 + PENNISETUM ITRIN JS VAR, AMER. RUBRUM X 9 l'RZlX HONDRO. E VAR. ROSMARINUS ECTORU PROSTRATA i06W ALOE X 12 ARBOR. CALLISTEMON CITRINUS AGETE AGETE EMONI AGAVE EMONI AMER. AGAVE AGAVE AGAVE VAR, AMER, AMER, EMONI AGET AMER. VAR. VAR, ALOE EMON CALLISTEMON VAR. AGAVE ALOE CITRINUS AMER. AMER. ARBUTUS VAR, MARINA ARBOR, VAR ALOE ARBOR, 3' OF PERENNIAL CHANGE NO. DESCRIPTION APPROVED DATE B NIPHMARK SCALE DESCRIPTION sAA D GO CO. BENCHMARK 'OC -0073' LOCATION A 25° DSC /N THE NORTHEAST CORNER OF HORIZONTAL; NONE VAULT IN —THE- S WEST CORNER OF THE INTERSECTION OF LO iE JACK ROAD AND DOUBLE LL VERTICAL; NONE RANCH ROAD. ELEVATION 20J.h DATUM NA VD 88 ALOE ARBOR. 7 4'•ZZl CALLISTEMON CITRINUS 0 EW TREE, TBD x / C-XI TING CALIFORNI EP ER EEP CALLISTENUM ITRINUS EXISTING X 2 RHUS AND OTHER GROUND COVER IN THIS AREA GEIJERA PARVIFOLIA E ISTING ACACIA R T31 1=1 X 25 f XIS I G EXISTING SWALE ALIF IA IN THIS AREA - PEPPER J NO PLANTINGS !IGON y SCIC ;F E%ISTING RHUS TE 1NII ONDRO. ECTORUAk FE —_ X JII O INDR # # SE EXISTING BOULDERS ON / :TORO SITE TO CREATE BOULDER RETAINING WALL. BACKFILL WITH COMPOST /FILL DIRT, # INSTALL LOW WATER PLANTS # AT MINIMUM 12' TALL TO A34N(1S 30 SlIW17 SCREEN TENNIS COURT FENCE S ]4 L '691, 1f10 31 F - AREA BETWEEN GATE glOLllMl 0nd „81, �# AND COURT TO BE GRAVEL - CLASS 2 X BASE BZLI 8.021 ARBUTUS MARINA 30N33 71VN O� I �I \ '4' X 80.1,L1 1110 31 SfZl 73 dVM771dS ON00 0nd „81, 73NNVHD 30 S1017 SZ A - 66/11 ACG 11fil'64 W aHTE TENNIS COURT SURFACE TYPICAL WALL /FENCE SECTION FOR MALLOY TENNIS COURT 14 -156 ADR TENNIS COURT FENCE 0.59 c5 M x v �w N W a '2.1 MAX GRADED SLOPE TYPE B' BROW DITCH STEPPED CMU WALL 1, - I DESIGNED BY: DRAWN BY. CHECKED BY. ENGINEERING DIVISION APPROVALS CRY OF ENaWAS - PUBUIC WORKS DEPARTN 314T PLANS PREPARED UNDER SUPERVISION OF RECO DI APPROV I LANDSCAPE PLANS FOR: F AMA MAHER GLENN PRUIM MALLOY TENNIS COURT DATE: 8/07/15 1 / - +'��i ����4i�i�1■1 ■I I�1141 Z LD Ld W Q W ¢ V <�Cd UN (U DRAWING NO. [--I °' lz<U... J J N 0 12362 -G m M � N Cu =) (U U a, W (U Z .-. 2 M W 0 SHEET 6 OF 6 JOB NO. 14 -015 8107115 MARINA AG TE ARBUTUS E NII AGETE: MARINA EMON ENN," ALOE UB: ARBOR. X �. _X.. °� -- ►� X.. �— - -- X O PLANTINGS IN THIS AREA, COVER WITH 3 3' OF PERENNIAL MULCH PLANT NAME container sizetall /width QTY TENNIS COURT AREA TREES Geijera parvifolia 25'x 15' 24' 9 Arbutus Marina MLT - Strawberry tree 20'x20' 24' 7 Callistemon citrinus - Lemon Bottlebrush 12'x10' 15 gal 8 SHRUBS/ PERENNIALS Tagetes Lemont! - Mexican marigold 3'x3' S gal 17 Eriogonum fasciculatum - CA Buckwheat 4'x3' 1 gal 9 Chondropetalum tectorum- m. cape rush 4'x3' 1 gal 11 SUCCULENTS Agave americana variegata 4'x4' S gal 9 Aloe arborescens - NCN 5'x5' S gal 15 GROUND COVER gold Lantana - NCN 3'x18' 1 gal 13 Rosmarinus prostrata 4'xl' 1 gal 37 Pennisetum rubrum 5'x4' 1 gal 16 Red carpet rose 4'x2' S gal 29 CID EED CARPET ROSE X W 60 + GOLD LANTANA --�_ A AGETE II AGAVE GE E AMER ti EMONII # M ol I VAR, GOLD LANTANA X 8 AGAVE + RED CARPET ROSE X 4LLI TEI ON AMER. AGAVE 6 + PENNISETUM ITRIN JS VAR, AMER. RUBRUM X 9 l'RZlX HONDRO. E VAR. ROSMARINUS ECTORU PROSTRATA i06W ALOE X 12 ARBOR. CALLISTEMON CITRINUS AGETE AGETE EMONI AGAVE EMONI AMER. AGAVE AGAVE AGAVE VAR, AMER, AMER, EMONI AGET AMER. VAR. VAR, ALOE EMON CALLISTEMON VAR. AGAVE ALOE CITRINUS AMER. AMER. ARBUTUS VAR, MARINA ARBOR, VAR ALOE ARBOR, 3' OF PERENNIAL CHANGE NO. DESCRIPTION APPROVED DATE B NIPHMARK SCALE DESCRIPTION sAA D GO CO. BENCHMARK 'OC -0073' LOCATION A 25° DSC /N THE NORTHEAST CORNER OF HORIZONTAL; NONE VAULT IN —THE- S WEST CORNER OF THE INTERSECTION OF LO iE JACK ROAD AND DOUBLE LL VERTICAL; NONE RANCH ROAD. ELEVATION 20J.h DATUM NA VD 88 ALOE ARBOR. 7 4'•ZZl CALLISTEMON CITRINUS 0 EW TREE, TBD x / C-XI TING CALIFORNI EP ER EEP CALLISTENUM ITRINUS EXISTING X 2 RHUS AND OTHER GROUND COVER IN THIS AREA GEIJERA PARVIFOLIA E ISTING ACACIA R T31 1=1 X 25 f XIS I G EXISTING SWALE ALIF IA IN THIS AREA - PEPPER J NO PLANTINGS !IGON y SCIC ;F E%ISTING RHUS TE 1NII ONDRO. ECTORUAk FE —_ X JII O INDR # # SE EXISTING BOULDERS ON / :TORO SITE TO CREATE BOULDER RETAINING WALL. BACKFILL WITH COMPOST /FILL DIRT, # INSTALL LOW WATER PLANTS # AT MINIMUM 12' TALL TO A34N(1S 30 SlIW17 SCREEN TENNIS COURT FENCE S ]4 L '691, 1f10 31 F - AREA BETWEEN GATE glOLllMl 0nd „81, �# AND COURT TO BE GRAVEL - CLASS 2 X BASE BZLI 8.021 ARBUTUS MARINA 30N33 71VN O� I �I \ '4' X 80.1,L1 1110 31 SfZl 73 dVM771dS ON00 0nd „81, 73NNVHD 30 S1017 SZ A - 66/11 ACG 11fil'64 W aHTE TENNIS COURT SURFACE TYPICAL WALL /FENCE SECTION FOR MALLOY TENNIS COURT 14 -156 ADR TENNIS COURT FENCE 0.59 c5 M x v �w N W a '2.1 MAX GRADED SLOPE TYPE B' BROW DITCH STEPPED CMU WALL 1, - I DESIGNED BY: DRAWN BY. CHECKED BY. ENGINEERING DIVISION APPROVALS CRY OF ENaWAS - PUBUIC WORKS DEPARTN 314T PLANS PREPARED UNDER SUPERVISION OF RECO DI APPROV I LANDSCAPE PLANS FOR: F AMA MAHER GLENN PRUIM MALLOY TENNIS COURT DATE: 8/07/15 1 / - +'��i ����4i�i�1■1 ■I I�1141 Z LD Ld W Q W ¢ V <�Cd UN (U DRAWING NO. [--I °' lz<U... J J N 0 12362 -G m M � N Cu =) (U U a, W (U Z .-. 2 M W 0 SHEET 6 OF 6 JOB NO. 14 -015 8107115 DATE: 8/07/15 1 / - +'��i ����4i�i�1■1 ■I I�1141 Z LD Ld W Q W ¢ V <�Cd UN (U DRAWING NO. [--I °' lz<U... J J N 0 12362 -G m M � N Cu =) (U U a, W (U Z .-. 2 M W 0 SHEET 6 OF 6 JOB NO. 14 -015 8107115