The URL can be used to link to this page

2018-13866-G (Plans)RIGHTOFWAYNOTE OWNER IS TO OBTAINA CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENTAT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY FAILURE TO DO SO WILL RESULTIN ISSUANCE OFA STOP WORKNOTICEAND DOUBLEPERMITFEES. IT ISTHERESPONSIBILTFYOFTHEOWNERTO KNOWWHEREHISHER PROPERTYLINE IS '� •].71127- 'i43X:(�f NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER AaMGENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FORA MINIMUM OF FEETAT2 PERCENTAND BE CONVEYED TOANAPPROVED DRAINAGE FACILITY. INACCORa4WEWITHCITYOFENCINRASPLANNINGCOMMISSK) NRESOLUTKON2018 .230ATEDJUNE21,2018, THEEXISTING SEPTIC TANK/ SYSTEM LOCATED ON THE PROPERTYDURING THE PHASE I ENVIRONMENTALANALYSIS SHALL BE COMPLETELY REMOVED AS PART OF THE GRADING OPERATION. :I /YI�IN:PHa ALL UTILITIES SERVING THIS SIM SHALL BE INSTALLED UNDERGROUND 'x19219:7TI1[/Y9S TALL WORKSHALL BE DOW INACCORDANCE WITH THESEPLANS, THE STANOARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THEDESIGNCONSTRUCTIONSTANDARDS OFTHE CRYOFENCINIDSAND THEBAN OIEGOAREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL REAPPROVED BYTHE CITY ENGINEER PRIOR TO ANYREQUESTFOR INSPECTION. 2. THE SOILS REPORT 17RED'GEOTECHNICAL INVESTIGATION 782 LEUCAOM BOULEVARD ENCINITAS, CA 92024ASSESSOR'S PARCEL NUMBERS254362 -13-0q 254-M -14-00, AN0254- 3624SW PREPAREDBYLEIGIRDNANDASSOCWTES, INC., DATED JUNE 20,2714, PROJECTNO. 10700.001, AS WELLASAN UPDATE TITLED "CHANGE OF GEOTECHNICAL ENGINEER OF RECORD. AND UPDATE REPORT, SPECIMEN HOUSE, 782 LEUCADW BOULEVARD, ENCINITAS, CA' PREPARED BY GEOCON INC. DATED MAY 5, 2017SH411 BE CONSIDEREDASA PART OF THIS GRADING P LAN ALL GRADING SHALL BE DONE WACCOROANCE WITh THE RECOMMENDA77ONSAND SPECIFICATIONS CONTAINED IN 5410 REPORT. 3. SEPARATEAPPROVALSAND PERMITS FORANYCONSTRUCRON MTHINPUBLICRIGHT-OF- WAYOR EASEMENTS SHALL BE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING 5. CONTRACTOR SHALL 7AKEANY NECESSARY PRECAUTIONS REQUIRED TO PROTECTAUMCENT PROPERTIES WRING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REWIRED TO CONDITION EXISTING PRIOR TO GRADING. 6 THE DEVELOPER SHALL BE RESPONSIBLE THATANY MONUMENTOR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE -ESTASUSHEOAND REPLACED BYA REGISTERED CIVIL ENGINEER ORA UCENSED LAND SURVEYOR. 7. THECONTRACTORSHALLDESIGNCONMT TANDMAINTAINALLSAFETYDEVICES, INCLUDINGSHOPoNOANDSHALLRE RESPONSIBLEFOR CONFORMING TOALL LOCAL, STATEANOFEDERALSAFETYANDHEALTH STANDARDS LAWSAND REGULATIONS. S. GRADING AND EQUIPMENT OPERATING WITHIN ONE -Nl LF (la) MILE OFA STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. AND TWA.M. NOR ON SATURDAYS, SUNDAYSAND CITYRECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTILA PRE-CONSTRUCRON MEETING HAS BEEN HEW ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTORAND PERNTME THE PRE- CONSTRUCTIONMEE77NG SHALL RESCHEDULED WITH THE CITYATLEAST48 HOURSINADVANCE BY CALLING (760)M2770. 10 PRIOR TOHAUUNG DIRTOR CONSTRUCTION MATERIALS TOANYPROPOSED CONSTRUCTION SITE WITHIN THISPROJECT THE DEVELOPER SHALL SUBMIT MANG RECEIVEAPPROVAL FROM THE CITYENGINEER FOR ME PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY MTH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THEHAULINGOPERATION. 11, UPON FINAL COMPLETIONOFTHE WORK UNDER THE GRADING PERMIT, BUTPRIOR TO FINAL GRADINGAPPROVAL AND/OR FINAL RELEASE SECURITY AN FS GRADED ERTIFINOM WITH THEOEDSTATINGRADINGRLAND UNDER PERMIT N0. 13BBBG HAS BEEN PERFORMED IN SU iANTIAL CONFORMANCE BS LLOWED APPROVEDGRAD IGhATU DRAB SHOWN GNEERWHACHEDAS-SSUCH PUNTGOPE ATEMENTSHALL BE FOLLOWED BYTHE DATEAND SX'NATUREOFTHE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BEINSPECTEOAND TESTED BYA QUALIFIED SOILSENOWEER OR UNDER HIS DIRECTIONHESHALL INSPECTAND TESTTHEEXCAVATION PLACEMENTANDCOMPACUONOFFILLSANOBACKFILLSANOCOMPACTIONOF TRENCHES HE SHALL SUBMITSOILS REPORMAS REQUIREDANO WILL DETERMINE THE SUITABILITY OFANYFXL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THATOBSERVAPONSAND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISIONAND THAT IN HIS OPINION, ALL EMBANKMENTS ANO EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDEOUSE 13. THE CONTRACTOR SHALL PROPERLYGR40EALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGEAND PREVENT PONDING OF WATER. HESHALL CONTROL SURFACE VWTERANDAVOID DAMAGE TOADJOININGPROPERTIES OR FINISHED WORKON THESIMAND SHALL TAKEREMEDIAL MEASURE TO PREVENTEROSION OFFRESHLYGRADEDAREAS UNTIL SUCH TMAEAS PERMANENT ORAINAGEAND EROSION CONTROL MEASURES HAVE BEEN 0STALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ALL SHALL BE PLACED INACCOROANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTERAND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILLANOALLUVIAL SO /LS SHALL BE REMOVED TO SUITABLEFIRMN4TURAL GROUND. THE EXPOSED SOILS SHALL BESCARIFIED IDA DEPTHOF 121NCHESAND THEN COMPACTED TOM MINIMUM OF90PERCENT. IT SHALLBE THECONTR4CTOR5 RESPONSIBIUNTO PLACE SPREAD, WATERANOCOMPACTTHE FILL IN STRICTACCORDANCE MIRI SPECIFICATIONS. 15. CUTAND FILL SLOPES SHALL BE CUTAN7 TRIMMED TO FINISH GRAOE TO PRODUCE SMOOTH SURFACEAND UNIFORM CROSS SEC170M THESLOPES OR EXCAVATIONANDEMBANKMENTS SHALL BE SHAPED, PLANTED,ANO TRIMMEDAS DIRECTED SYTHE ENGINEER OF WORKAND LEFT INA NEATAND OROERLYCONDIWN ALL STONES, ROOMAND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICHARE LIABLE TO BECOME LOOSENED SHALL BE REMOVEDAND DISPOSED OF THE MEAND TOPOFALL SLOPES SHALL BE ROUNDED INACCORDANCE WITH THEGRADING ORDINANCE. I6.ALL TREES, BRUSH, GPASSAND OTHEROBJECTIONABLE MATERIAL SHALLBECOUECTED, PILEDOROTHERMSE DISPOSED OF OFF THE SITE BYTHE CONTRACTOR BOAS TO LEAVE THEAREAS 7114THAVEBEEN CLEARED MTHA NEATAND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OFANY SUCH MATERWL 17. THE REMOVAL OFANYANDALL CITY TREES SHALL BE CONSISTENT 004TH THE CITY'S URBAN FORESTMANAGEMENT PROGRAM. TREES LOCATED WITHIN CITYSTREETRIGHT -0E- WAY, ON CITYPROPERTY, OR WITHINCITYEASEMENTSARE REFERRED TO AS CITY TREESAND SHALL SE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIMULY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR OISTURRANCEOFCITYTREER00T SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP UNEARE4 (THEAREA FROM THE TRUNKOFA TREE TO THEOUTERMOSTEOGE OF THE TREE CANOPY PROJECTION ON THE GROUND) IFA QTYTREEIS NOTCLEARLYLABELEO TO BEREMOVED, ITMUSTBEPROTECTED IN PLACE. EVENIFAPPROVEDIMPROVEMENTSAREIN CONFUCTWITHA CITYTREE, ITMUSTNOT BEDISTURBED UNLESS THE PLANIS REVISED TOADDRESS THE TREEREMOVAL IMPERV70USAREA EARTHWORKOATA IMPERVIOUSARE4 PRIOR TO CONSTRUCTION: 4513 SO FT STEEPESTEXISTING NATURAL SLOPE ONSITE =2H:1 (NOTINCWDINGEXISTINGGREENHOUSES) MAXIMUM VERTICAL DEPTH OF CUT. 7.0 FT MAXJMIUM VERTICAL DEPTH OF FILL' SOFT IMPERVIOUSAREAAFTER CONSTRUCTION: 73347SQFT CUT = 8,400CY FILL =5, 15% CONTINGENCY FUTURE IMPERVIOUSAREA' B�SQFF EXPORT =1, 100 CY REMEDIAL =7, TOTALIMPERVIOUSARFA (FULL BUIIOGVT).' 8/373SQFT INCREASE IN IMPERVIOUSAREA: 7760 SO FT 'VOLUME OF CONTAMINATED SOIL BURIAL ONWM =3,1 'SEESHEET9 IMPERVIOUSARFA REPLACED: BIBMSOFT PROJECT TOTAL DISTURBEDARE4: 134,OB0 SO FT CHANGE NO. DESCRIPTION APPROVED DATE EROSION CONTROL 1. IN CASE EMERGENCY WORKIS REQUIRED, CONTACTJOHN VANCEATISSID5266551, 24 HOURSA DAY 2. EQUIPMENTAND WORKERS MREMERGENCY WORKSHALL BE MADEAVULABLEATAU . TIMES DURING THER41NYSEASON (OCTOBER 1 MARR /L 15) ALL NECESSARYMATERMLS SHALL BE STOCKPILES ON SITE ON OCTOBER IAT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF MMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT 3. DEVICES SHOWN ONPLANS SHALL NOTSEMOVED ORMODIFIED WITHOUTTREAPPROVAL QFTNEENGINEERING INSPECTOR 41 THECONTRACTORSH URESTOREALLEROSIONCONTROLXWCES TO WORKING ORDER TOTHESATISFACWNOFTHECITY ENGINEER AFTER EACH RUNOFF PRODUCING RAINFALL 5 THE CONTRACTOR SHALL INSTALLADDITIONAL EROSION CONTROL MEASURESAS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE 6. THE CONTRACTOR SHALL BE RESPONSIBLEAND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENTPUBLIC TRESPASS ONTO AREAS THATARE UNSAFE ORARE POTENTIALLY UNSAFE. 7 ALL EROSION COMROLMEASURESPROWDED PER THEAPPROVEOGRADING PLANSHALL BE INCORPORATED HEREON. 8. GWOEDAREASAROUDN THEPROJECTPERIMEMR MUSTDRAINAWAYFROM THEFACE OFSLOPEAT THE CONCLUSION OFEACH WORKDAY. 9. ALL REMOVABLE PROTECTIVEDEVICES SHOWN SHALL SEINPLACEATTHEEND OF EACH WORKING DAYMEN THERVE(5) DAY RAINPROBAB)LTTY FORECASTEXCEEDS FORTYPERCENT(40 %k SILTAND OTHER DEBRISSHALL BEREMOVEDAFTERE4CH RAINFALL. .. 1. FOR STORM WATER POLLUTKINCONFROL PURPOSES,ALL RUNOFFFROMALL IMPERVIOUS SURFACES INCLUDING ROOFDRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPEAREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREETANO'OR INTO THEPUBLIC STORM DRAINSYSTEM. 2. GRASSAND UNDSCAPEAREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOTCE MODIFIED MTHOUTA PERMITFROMTHECTFY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPAMP FACILITIES AND/OR TO TURF OR LA NDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMPAMP FACI UTY ANDJOR THE T URFAANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN WRDSCAPE DRIVEWAYS ORANY OTHER IMPERW SS THE FLOW FROM THE WSAREA UNLESS 5. DRIVEWAYS SHALL HAVEA MINIMUM2% CROSSSLOPE TOWARD THEIMPJBMPAREA OR HWEANOTHERAPPROVED DRAINAGE SYSTEM TIWTIS DESIGNED TO COLLECTRUNOFFAND DISCHARGE ITTOANADEQUATEIMPI BMP. 6.ALL STORMWATER IMPTBMPFACILITIES SHOWNHEREONSHALL NOTCE MODIFIED ORALTERED MTHOUTA PERMIT FROM THE CITY. 7 THE INSTALLATION OFADDMONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THATTHIS PLAN BE REVISED OR THATA SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL REFITTED TO COMPLYWI M STORM WATER BEST MANAGEMENT PRACTICEREQUIREMENTS. THE TRASHENCLOSURESSHALL HAVEAN IMPERVIOUS, NONCOMBUSTIBLE ROOF THAT WILL NOT ALLOWRAIN WATER TO ENTER THE ENCLOSURE. THEENCLOSURE SHALL BELOCKABLEAND LOCKED WHEN NOT IN USE. ABERM SHALL BE INSTALLEDATALL OPENINGS TO HOLD WANY LIQUIDS THATESCAPE FROM THE DUMPSTERAND TO PREVENTANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSUREAREA. THE BERM CAN BE CONSTRUCTED WIDEAND FLAT TOALLOWROLLING OF THE DUMPSTER INAND OUT. THE ENCLOSURE SHALL BE SELFCONTAINED OR MAYHAVEA DRAIN THAT DISCHARGES THROUGH ANADEQUATELYSIZED OIUGREASE SEPARATORAND IS THEN FILTERED THROUGHA TYAPPR V HYDROCARSONFILTERAND C 0 ED BUILDING RMITWY BE REQUIRED FOR SEWE STRUCTURE. NOT TO PLANTERS OR TILE STORMORAINSYSTEM A SEHIRATE BUILDING PERMIT MAY BE REWIRED FOR THIS STRUCTURE 1. WATERMAINS, LATERALSANDAPPURTENANCES SHALL BE CONSTRUCTEOACCORDING TO THE STANDARD SPECIFICATIONS OF THECURRENTWATERAGENCIES 'STANDARDS COMMITTEE (WASC). 2. REVIEWOF THISPLANSYSAN OIEGUFFO WATER DISTRICTOOES NOTCONSTITUTEREPRESENTATIONAS TO THEACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NONEXISTENCE OF ANYUNDERGROUND UTIUFTY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH M4YAFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING NATION 10 FEETOF PROPOSED WATER U41NS SHALL BESHOWNONIMPROVEMENTPLANS. ELECTRICALAND SEWER TO CROSS UNDER WATERMAWS UNLESS GWEN WRITTEN PERMISSIONBYSANDIEGUITO WATER DISTRICT 4. CONTRACTORAND OWNERARERESPONSIBLE TO RELOCATEANQ /ORADJUSTTO GRADEANYEXISTING WATER FACILPY(FTRE HYDRANT METERS, VALVES, VALVE BOXES ETC.) MUCH ISAFFECMD BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN MFYSW LLRE UPGRADEDTOCURRENTSTANWROSATTHEOWNER 'SEKPENSE. 5. UTILITIES TO MAINTAIN MIMMUM5FOOTSEPARATION MENPARALLELING WATER SERVICES. B. MINIMUM HORIZONTAL SEPARATION OF 1MEETREQUIRED BERNEENFIREHYDRANTSAND SAN DIEGO GASAND ELECTRIC VAULTS TAIL WATER SERVICES TO BE CONSTRUCTED CLEAR OFDRIVEWAYSANDAU OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OFTHE PARCEL THEYARE SERVING. 8. CALIFORNIA STAMLAWASSENBLYBILLAB- 195315 REQUIRING TH47 NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OFALL POTABLE WATER SYSTEM EFFECTIVEJANWIRYI, 2010. INCOMPLIANCE WITH THIS LAW, THEDISTRICT SHALL REQUIREALL MATERIALS TO BENO -LEAD BRASS HARTS. SAIL COPPER TUBING USED FORAIRRELEASES BLOW OFFSANDSERVICES SHALL BEPROVIDEOW THCATHWIC PROTECTION INACCORDANCEW THWC77ORWC -08. OWNER'S CERTIFICATE I (WE)HEREBYCERRFYTHATA REGISTERED SOILSENGWEER OR GEOLOGISTHAS BEEN OR WILL BERETAINED TO SUPERVISE OVERALL GR4DINGACDWTYANDADVISE ON THE COMPAC77ONAND STABIUTYOF THE SITE. i (WE) HEREBYAGREETO INDEMNIFY, DEFEND,AND HOLD CTFYANO Can OFFICERS, OFFICIALS, EMPLOYEESANDAGENTS HARMLESS FROM, ANDAGAINSTANYANDALL LIABILITIES, CLAIMS DEMANDS, CAUSESOFACTIONS, LOSSES, DAMAGESAND COSTS, INCLUDINGALL COSTS OF DEFENSE THEREOF ARISING OUT OF, OR INANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WTTHANYACTS OR OMISSIONS OF OWNER OR OWNER'SAGENTS EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTAnWSFORANYANOALLWORKORCONSTRUCTIONCOVEREDIN V THEPERMITOR CONNECTED DNIECTLYORINDIRECTLY TO THEPERMITORAPPROVED PLANS WITHIN THEPRNATEPROPERTY OR PUBLIC EASEMENTS J�. 300 CY SIGNATURE -j' ✓'R"��- GATE.' � ( 'NOTE: SEESHEETII FOR 500 CY PALEONTOLOGICAL MITIGATION 50 CY MEASURES NOTES PRINTNAME: JOHNVANCE FOR SHEA HOMES LIMITED PARTNERSHIP, ACALIFORNIA LIMITED PARTNERSHIP 9990 MESA RIM ROAD, STE, 200, SAN DIEGO, CA 92121 BENCHMARK AS -BUILT APPROVALS DESCRIPTION: STATION "134WCCSi" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST TYLERGLAWSON DATE PUBLIC WORT QUADRANT OF LEUCADIA BLVD AND ORPHEUS PLANNING AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROB 18416 EDWARD J. WIMMER DATE REVIEWER ELEVATION: 178_543' DATUM: NAVD88 wsppr.TOc STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISHANDUSEANADEQUATELY SIZED CONCRETE WASHOUTAREA TO CONTAIN WASHOUT WASTES ON SITE. ITIS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTERAND THELIKEINTO THE STORMWATER CONVEYANCESYSTEM ORANY RECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGNATING THE WASHOUTLOCATION. CONSTRUCTION SITEACCESS A STABILIZED CONSTRUCTION SITEACCESS SHALL BE PROVIDED FOR VEHICLES EGRESSAND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCHAS 3' CRUSHED ROCKAND/OR CORRUGATED STEEL PANELSJPLATES. CONSTRUCTION VEHICLES A SPECIFICARE AWAY FROM GUTTERSAND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND ROUTINE EQUWMENTMAINTENANCE ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. EROSIINCONTROL EROSMCONTROL MUSTSE PROVIDED FORALL EROSIVESURFACES. SLOPED SURFACES ESPECIALLYSHAU BEPROTECTEDAGAINS TEROSIONBY INSTALLING EROSION RESISTANT SURFACES SUCHAS EROSION CONTROL MATS ADEOUATE GROUND COVER VEGETTION, AND BONDED FIBER MATRIX. NO EXCAVATIONANDGRADINGAC77WRESAREALLOWED WRING WETWEATHER. DIVERSIONDIKES SHALL BE CONSTRUCTED TOCHANNEL RUNOFFAROUND THECONSTRUCTIONSRE CONTRACTORSHALL PROTECTCHANNELS AGAINSTEROSKON USING PERMANENTAND MMPORARYEROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHENABSOLUTELYNECES94RY. LARGE PROJECTS SHALL BE CONDUCTED INPHASES TOAVOID UNNECESSARYREMOMAL OFTHEN4TUR4L GROUND COVER W NOTREMOVE TREES OR SHRUBS UNNECESSARILY THEYHELP DECREASE EROSION TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PUNNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BYPLAAMNG FASTGROMNGANNUALAND PERENNIAL GRASSES TO SHIRDANO BIND THE BOB. PUNTPERMANENTVEGETATKWAS BODNAR POSSIBLE, ONCE EXCAVATIONAND GRAOINGACTIVIRESARECOMPLETE. MTERUSAGEFORDUST CONTROL SMLLL BE MINIM /ZED. ONSIT E CONSTRUCTION MATERIAL STORAGE STORED MATERALS SHALL BE CONTAINED INA SECURE PUCE TO PREVENT SEEPAGEANO SPILLAGE CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAYDRYOUTOF ME RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FORALL FUEL STORED ON-SITE. ELIMINATE OR REDUCE POLLUTION OFSTORMVIATER FROM STOCKPILES KEPT ONSITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOGATEDAWAY FROM CONCENTRATED STORMW4MR STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURESAND PROVIDED WITH ATEMPORARY SEDIMENT BARRIER AROUND THE PERIMETERATALL TIMES, TRAINING CONTRACTORREMPLOYEES WHO PERFORM CONSTRUCTIONIN THE CITYOFENCINITAS SHALL BE TRAINED TOBEFAMIUAR WITH THECITYQF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESEBMP NOTES SHALL BEAVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTYOWNER(S)AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORSABOUT STORMWAT ER REQUIREMENTSAND THEIR OWN RESPONSIBILITIES. WASTEMANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLYDISPOSING OFALL WASTEAND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED ORWiASTEPRODUCTSONTHEGROWID, WHEREWAMRCANCARRYTHEMINMMECONVEYANCESYSTEMOSTRICTLYPROHIBITED. NOSEEPAGE FROMANYDUMPSTER SHALL BEDISCHARGED INTO STORMWATER. BERMSJDIKES SHALL SEPLACEDAROUNUALL OUMPSTERS TO DIVERT THE NATURAL STORMRUNGFF. DUMPSITES SHALL BECHECKEOFREQUENTLYFOR LEAKS DUMPSTER UDSSHALL REMAIN CLOSEDATALL TIMES. DUMPSTERS WITHOUF LIDS SHALL REPLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITHANYTRASH M4TERML. MANYCONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS VEHICLE FLUIDS, BROKENASPHALTAND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. MON- RECYCLABLE MATERIALS MUSTBE TAKEN MANAPPROPRIATE LANDFILL OR DISPOSED DEAR HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREEAT(M) 7141195. FOR INFORMATION ON LANDFILSANO TO ORDER DUMPSTERS CALL EDCOAT (760)436-4151. POLLUTANTS SHALL BE KEPTOFFEXPOSED SURFACES. PLACE TRASHCANSANDRECYCLING RECEPTACLESARGUND THESITE. PORTABLE TOILETS MUSTBEINGOOD WORKING OROERAND CHECKEDFREQUENTLYFORLEAKS. CONTRACTOR SHALL PROVIDESEWNDARY CONTAINMENT AND LGCATE PORTABLE TOILETS AWAY FROM STORMDPAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPTAMYFROM THE STREET GUTTER AND STORMDRAIN. CONTRACTOR MUS7RWTINELYCHECKANO GLEAN UPMATERIMMN NSTOR WATERLOLLUTIYFRON COL MEASTIONSRE FOR MORENTCITY4TNJNONSTSAT (76)6Po770, CONTROL MEASURESANO REQUIREMEN7F PLEASE CWTACTTILE ENGNIEERING DEPARTMENT CITYOF ENCINRASAT(780)fi.73 -27/0. NOTIFICATIONS 1. THE EXISTENCEAND LOCATION OF UNDERGROUND UTILITYPIPESAND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BYA SEARCH OF A'7AILABLERECORDS. TO THEBESTOFOUR KNOWLEDGE THEREARENO EXISTING UnUTTFSEXCEPTAS SHOWN ON THESE PUNS, HOWEVER THE CONTRACTOR 15 REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECTANY 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 TOANYEXCK ATION FOR VERIFICATIONAND LOCATION OF UTILMESAND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS -ESO- (760)-533-2770 E. TELEPHONE -SRC BELL - (780)4893411 B. GAS B ELECTRIC- SOGE- (MM3S5200 F CABLE TV- COX COMMUNICATIONS- (760)808 #X -2233 C. WATER -SAN DIEGUI70 WATER DISTRICT- 1600-2271000 Z CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNINGANY WORK ON THIS PROJECT PHONE: (700)683-2770 3 THE CON'TRACTORSHALL GIVE24 HOURS NOTICE ON CAUSFOR INSPECTION. PHONE ( 760) 833 -2770. ALL WORKPERFORMED WITHOUTBENEFROF INSPECTION WILL BE SUBJECTTO REJECTIONAND REMOVAL. IN 7HECASE IN WHIGHA PROJECTPROPOSES L NDDISTURBANCE OFONEACRE OR MORE, ANADDITIONAL CERTIFICATION WILL W REQUIRED. THE OWNER J DEVELOPER SHALL EXECUTE STATEMENT BELOW. DEVELOPMENT OFWIS PROJECT SHALL COMPLYWITHALL THE REQUIREMENFS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFFASSW14TED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH S41O PERMIT, A STORMWATER POLLU77ON PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PUN SHALL BE DEVELOPEDAND IMREMENTEDCONCURRENTWITHTHECOMMEK' CEMENTOFGRADINGACHVMESANDACOMPLETEANDACCURATENOUGEOF INTENT(WI)SHALLBEFILED WITH THESWRCB. A COPYOFTHIS PROIECTSWPPPSHALL BE FILED WITH THE CITYOFENCINITAS, FURTHERACOPYGF THECOMPLETED NOI FROM THE SWRCB SHOWING THE PERMITNUMBER FOR THIS PROJECTSHALL BE FILED WITH THE CITYOFENCINITIS WHEN RECEIVED. INADDITION, THE UNDERSIGNEDAND SUBSEQUENTOMER(S) OFANYPORTIONOFTHEPROPERTYCOVERED BYTHIS GR49INGPLANNO. 13800GAND BYSWRCB NO. R9 20090007ANDANYSUBSEOUENTAMENOME TUTS THERET O SHALL COMPLYWITH THESPEC14L PROVISIONAS SETFORTH BISECTION C.67OFSWRCBNO. R9- 20090001 WDID# 937C3n84786 / SIGNATURE✓'W DATE: TITLE /'A�1>i• Sfe4H�,.,, PRINMONAMFOFABOVEPERSON: JOHN LANCE COMPANY SHEA HOMES LIMITED PARTNERSHIP A SHEA HOMES LIMITED PARTNERSHIP, A CALIFORNIA LIMITED PARTNERSHIP 9MMESARIMROAD, SUITE200 SAN DIEGO, CA 92121 PH, (858) 5266551 PERNITTEE SHEA HOMES LIMITED PARTNERSHIP 9980 MESA RIM ROAD, STE 200 S'ANDIEGO. CA 0121 PH: (M) 50-6551 SITEADDRESS 782 LEUCADIA BOULEVARD ENCINITAS CA 52024 APN. 254-362-13,-14, S-45 LEGAL DESCRIPTION NTS PARCEL I(APN254- 362-05-00): THE WESTH4LF OFLOTIT HILLSIDEACRES, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE co� OF CAUFORNA, ACCORDING TO MAP THEREOF NO. 1992, FILED IN ME OFFICE OF THE MONTY RECORDER OF SAN DIEGO COUNTY I �) JANU4RY25,19. -4r� EXCEPTING THEREFROM THE SOUTHERLY 165.0 FEET THEREOF. PARCEL MAN E48EMENTFOR RGADANDPUBLIC UTILITIESAND PURPOSES INCIDENTAL THERETO, OVER, ALONGACROSS, AND ' UNDER THE EASTERLY 1500FEETOFTHESOUTHERLY 165.00FEETOF THE WESTHALFOF S4IDLOT17. PARCEL 2(APN 254361 -14OOk ALL OF LOT 19, HILLSIDEACRES IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF ' CALIFORNIA, ACCORDING TO MAP THEREOF N0, 1992 FILED IN THE OFFICE OF THE COUNTYRECORDER OF SAN DIEGO COUNTY, JANUARY251927. EXCEPTING THERFROM THE WESTERLY 50.0 FEETOF ME SOUTHERLY20D.O FEET THEREOF. ■ ALSO EXCEPTING THEREFROM SOUINERLY30.50 FEET OF THE EASTERLY 150 FEETOF SAID LOT 19AS GRANTED TO THE CRY OF ENCINITAS BYDEED RECORDED JUNE 8, 1998ASFILEND 1998 -03442890FOFFICALRECORDS. PARCEL 3 (APN 254- M -1360k THE WESTERLY50 FEETOF THE SOUTHERLYM FEET OF LOT 19 OF HILLSIDEACRES IN7HECITYOF .A000R TOMAPTHER FILED N F ENCINITAS COUNTY OF SANIE DIEGO, SOUNTY, CALIFORNIA DING OFNO 1992 LE 1 THEOFFlCEO THE 1927. COUN7YRECORDER OFSAN DIEGOCOUNT/J4NUARY2 N I EXCEPTING THEREFROM THE SOUTHERLY 33.50 FEET. I, TREVOR E MYERS, A REGISTEREOCIVIL ENGINEER INTHESTATE OFC4UFORNIA, PRINCHALLYOOING BUSINESS IN THE FIELD OFAPPLIED SOIL MECHANICS, HEREBYCER77FY THATA SAMPLINGANOSTUDYOFTHESOIL CONDITIONS PREVALENT Yt4THIN THIS SITE WASMADEBYME OR UNDER MYDIRECTION ON MAYS 2017. ONECOMPLETECOPYOFTHESOILS REPORTCOMHLED FROM THIS STUDY, WITH MY RECCMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CFTYENGINEER. FURHMRMORE 1 HAVE REVIEW THESE GRADING PLANSAND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECTHAVE BE RP MOI EGR40NG PLANSAND SPECIFICATIONS. SIGNED:Y TREVOR MY ERS RCENP 87M EXP GATf. SEPT30 2020 SHEETINDEX JOBfi 0273532 -0I 1, TRESHEET (O 2 GRAD WO AILS GEOCON MORAINWSDRfIE D 7. GRADINGPLAN SAN FLANDERS 2121 7. PRIVATE ROAD SAN DIEGO ,6 92121 9. SOIL RURAL A E DETAILS PH.'(85B)5598900 9. SON BURAL EXHIBIT 10. EROSION CONTROL PLAN 11. RETAINING WALL DETAILS 12. LEUCADIA BLVD PLANTING PLAN 13. Rn04W [RRAWN4 yYMI(AtN:351-Jblt•R) STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLYACCEPTED STANDAROSAND PPACTICESOFTHEENGINEER'STRADEOR PROFESSION. THEENGINEERFURTHERAGREESTHATTHEWORKPERFORMED HEREIN SHALL BE INACCORGANCE WITHTHE RULESAND REGULATIONS REQUIRED BYTHECTFYOF ENCINITAS, TO THE EXTENT THATTHE ENGINEER CONTROLSSUCHPERFORMANCE. THEENGINEERAGREESTHATANYP LANCHECKOR REVIEW PERFORMEDBYTHECITYOF ENCINITAS (NITS CAPACITYASA PUBLICENRTYFOR THEPLANS PREPARED BYTHE ENGINEER ISNOTA DEFERMINA17ONBY THECITYOF ENCINITAS OF THETECNNIQAL SUFFI:IENCYORADEQUACY OF THE PLANS OR DESIGNAND ITTHEREFORE DOES NOT REUEVETI9EENGINEER OFRESPONSISIONFOR THERLANS ORDESIGNOFIMPROVEMENTS BASED THEREON. THE ENGINEERAGREES TOINDEMNIFYAND HOLD HARMLESS THE CRY QF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURYARISING SOLELYFROM THENEGUGENTACTS ERRORS, OR OMISSIONS OFTHEENGINEERANDHI &HERAGENTS OR EMPLOYEESAC77NG WITHIN THE COURSEAND SCOPE OF SSU/CHAGENCYAND EMPLOYMENTANDARISING OUT OF ME WORK PERFORMED BY THE ENGINEER. SIGNATURE: 9"� DATE /Z-2 iii MERGLAWSON PASCO, LARET, SUITERI ASSOCIATES 535N. HWY 101, SUITEA, SOOMSEACH CA92075 BMP PROJECT STATUS (06) 259-8212 7107E THIS IS A DENSITY BONUS SUBDIVISION PL MSUANT TO GOVERNMENT CODE SECTION 65915AAID INCLUDES THE FOLLOWING WAIVERS: SIDE YARD SETBACKS, NET LOTAREA, LOT MOTH, LOT COVERAGE AND UTILEING THE PRIVATE STREET STANDARDS FOR THE SUBDIVISION. PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY OLAAW l� HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE L 4P f� STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL z FACILITIES" No. 80356 Exp. 12/31 /20 RECORDED ON 01 /DRfl9 AS DOC. #: 2019- OD0112Y PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SSDDWD W17 -090 L. IS'l /��j,s4, t��l�il�9 lAlw4x�7FlftTlw�° I- 149-19 GAL 1 -/4 -/9 I1 -019 31 DATE SIGN UATE SIGN DATE SIGN w DATE SIGN DATE DATE: !2- 2•(9 R.C.E. NO.: 80356 ° TYL/ER G LLAWWSSON EXP.: 12/31/20 ENGINEERING DIVISION APPROVALS � w APPROVED, 1 • AK 10/ DW RDD J. MER DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT I DRAWING NO. ALIA DEVELOPMENT - 7641782 LEUCADIA BLVD 13866 -G APN: 254. 362 -13, -14, & -45-00 n I^ PLANNING CASE NO 14 -069 TMDB / DR / CDP / EIA PLEA 2083 -03 U X a0a �mm Qzm DgN <0w ,yam Mw Fw" w moor' g5� im UZm ¢mz Pma I � � 37.0' 5.0' 16.5' 18.5' 5.0' 1 4.0' GUE GUE I PED 18.0' TO FC 18.0' TO FC ACC 4' WIDE ESMT I DG PATH 2:1 MAX ( I 2:1 MAX TO PAD 9„ 9„ TO PAD 1 z.or � 2.0% 2.0% 1-2.0%1 1 v , TYPICAL WA TYPICAL WATER TER - E � � i _ � � i � / METER LOCATION METER LOCATION PER WAS WS -03 PER WAS WS -03 INSTALL 6" PCC CURB _ r INSTALL 6" PCC CURB _y & GUTTER PER SDRSD G -2 & GUTTER PER SDRSD G -2 24 "X42" JOINT DRY UTILITY INSTALL 8" CL 305 TRENCH PER SDRSD M -15 PVC WATER MAIN INSTALL 8" SDR -35 PVC SEWER MAIN INSTALL B O OVER 6" CLASS l /AB OR PER GEOTECH RECOMMENDATION TYPICAL SECTION - PRIVATE ROAD NOT TO SCALE PROP EXIST PROJECT SITE I L. 3' ROW- J DED. EXISTING PCC SIDEWALK TO REMAIN REMOVE UG - -163 LF OHE REMOVE Iu VARIES �j _ ,E ;_ EXISTING PCC CURB & GUTTER TO REMAIN EXISTING 16 "ACP WATER MAIN PER SDWD WO -82 -73 40' TO TIC EXISTING 8" VCP SEWER MAIN PER - WO 3234 TO REMAIN I r LEUCADIA BLVD UNDERGROUNDING KEY MAP NOT TO SCALE ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXACT HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF DISCREPANCIES UPON DISCOVERY. CHANGE NO. DESCRIPTION PA;41'<oA /„PA.AcrC - / nT APPROVED I DATE q 140' 2" HARDWOOD 3 "LAYER OF 318" PEA GRAVEL 4" PERFORATED PVC PIPE WITH FILTER FABRIC PERFORATIONS AT THE INVERT lE = 188.7 -1 EXISTINGAC EXISTINGAC PAVEMENT TO PAVEMENT TO ' REMAIN REMAIN DEEP ROOTED, DENSE, DROUGHT 53" PIAMQiER A66R61LASS SUMP PUMP VAULT TOLERANT PLANTING SUITABLE TOP 6VCASEO IN coNUtETE FOR WELL - DRAINED SOIL OF VAULT= 4004 IgS.O WATERPROOF 0.25'TALL, 1 -FT WIDE JOINTS INSTALL HEADER TANK MID -f LOW HMP WEIR TO 2' FLOW CONTROL n SUMP PUMP VAULT 192.01E 00 DETAIL THIS SHEET A INSTALL S "PCC FG = 191.5 CUTOFF WALL PER 18" LAYER ENGINEERED SOIL; x SDRSD SP -07 L =8.5' ROCK RIP RAP *SEE NOTE BELOW PER SDSRD D<!0 10% 201.9 FS 30 MIL THICK PVC IMPERVIOUS ORIFICE LINER OR PER GEOTECH PLATE RECOMMENDATION; LINE WEIR TO CONVEY SIDES OF BASIN ONLY rt � fi o 12" LAYER OF 314" CLEAN RAP CRUSHED ROCK" MIN 3 "AGGREGATE BOTTOM OF BASIN EL = 188.45 SITENOTES 1- 11116" HMP -SIZED LOW -FLOW BELOW UNDER DRAIN 0.5' BENEATH BASIN ORIFICE; ATTACH RESTRICTOR 4" PERFORATED PVC UNDER PLATE TO PUMP VAULT- 188.71E DRAINPIPE; PIPE TORUN 1- LENGTH OF HMP BASINAND INSTALL SUMP PUMP TO BE CONNECT TO SUMP PUMP VAULT SECTION D-D SIZED BY PSI PUMPS; FLOAT 2X 4" SCH 40 PVC FORCE IS DISTURBED OR DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SWITCHAND WET WELL PER SHOP MAIN TO HEADER TANK PER DRAWINGS BY PSI PUMPS PSI PUMPS SHOP DRAWINGS FG = 184.5 NOT TO SCALE 0.1' TALL, 4 -FT WIDE *BIOFILTRATION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. TYPICAL SECTION - HMP BIOFILTRATION BASIN -- NOT TO SCALE ROW EXISTING SURVEY 70' VARIES EX/ST/NG4 "PVC / RECLAIMED WM PER- P -M2 TO REMAIN TYPICAL SECTION - LEUCADIA BLVD NOT TO SCALE TYPEA PCC PROPERTY BROW DITCH (201.5 FG) BOUNDARY PER SDRSD D-75 200.3 FL 200.0 FL 7.75' C V 6 K, 2' TALL PLSO SPLASH L; EMBE 2' MIN BENE FL OF BRO ITCH- 203.8 TW, 198. BW 0 \_EXISTING 2" GAS EXISTING 8" PVC MAIN TO REMAIN WATER MAIN PER CWW96B TO REMAIN SETSURVEY MONUMENT(TYP.) (201.9 FG) (201.91E) APPROX. LOCATION Q100 - PRIVATE CONCRETE 5.5 CFS STORM DRAIN PIPE INSTALL HEADER TANK FLOW CONTROL n ORIFICE PLATE PERF 00 DETAIL THIS SHEET A INSTALL S "PCC CUTOFF WALL PER FG= 191.1- x SDRSD SP -07 L =8.5' ROCK RIP RAP PER SDSRD D<!0 10% 201.9 FS - - - - - - \ 200.6 FL--1 ` 200.9 FL TYPEA PCC (201.9 FG) BROW DITCH PER SDRSD D -75 I I DETAIL - OFFSITE STORM DRAIN TO BROW DITCH MONUMENT TO BE-,, PROTECTED IN PLACE 6' WIDE X 11.5' LONG ROCK RIP RAP PER SDRSD D-40; 1.1' THICK, NO.2 BACKING 190.9 191.0 FL-\ rl4l 1 Fri_ PROPERTY. BOUNDARY RESTRICTOR PLATEAND HMP ORIFICE CONFIGURATION TO DISCHARGE OFFSITE PER DETAIL THIS SHEET MANHOLE. ACCESS TYPEA PCC BROW DITCH) PER SDRSD D -75 C FINISHED - SURFACE OF 9 HMP SIZED LOW -FLOW ORIFICE; 191.21E SECTION B -B NOT TO SCALE -.-' _- SPECIAL INSPECTION NOTE NOTE: SPECIAL INSPECTION OF THE BMP FACILITIES BYA LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZEAND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTHAND MATERIAL, STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THEAPPROVED GRADING PLAN. THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. SPECIAL INSPECTION REPORT IS ON FILE WITH THE ENGINEERING DIVISION PREPARED BY_ DATED LEGEND ITEM & STD. DWG. STDS SYMBOL SUBDIVISION BOUNDARY (EXISTING) SUBDIVISION BOUNDARY (PROPOSED) - - PROPERTY LINE / RIGHT -OF -WAY CENTERLINE OF ROAD PROPOSED SETBACKS EXISTING CONTOUR LINE - - - - - PROPOSED CONTOUR LINE 47 PROPOSED FLOWLINE - - ORIFICE PLATE: MIN SQUARE MIN 6" (TYP.) DIMENSIONS 1.0 FT GREATER PROPOSED SAWCUT OF EXISTING I I I "DIA. THAN PIPE DIA. HOT DIP 318 PAVEMENT GALVANIZED PLATE AFTER HOLE (TYP.) HOLES HAVE BEEN DRILLED PROPOSED PCC BROW DITCH SDRSD D -75 • INFLOW PIPE (4" PERF. PVC TYP.) PROPOSED STEM WALL PER ARCHITECTURAL PLANS NOTE.- ORIFICEAND FLANGE PROPOSED DEEPENED FOOTING PER CONNECTION TO CONCRETE w LOW -FLOW ORIFICE ARCHITECTURAL PLANS SHALL BE FILLED WITH 30 (SIZE PER DETAILS DUROMETER NEOPRENE RING o " THIS SHEET) PROPOSED DECORATIVE PAVERS TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE PROPOSED PCC PAVEMENT 4 A - NOT TO SCALE PROPOSED AC PAVEMENT (SECTION PER PLAN OR PER GEOTECH RECOMMEND.) 0.8 FG) (191.4 FG) TOP OF HEADWALL TYPE A PCC 113.5 TOP PROPERTY = 193.5 BROW DITCH OF SLOPE BOUNDARY PROPOSED 2 "AC GRINDAND OVERLAY 191.0 FL PER SDRSD D -75 C C C PROPOSED CUT/ FILL LINE F F F <= <= PROPOSED 8" SEWER MAIN PER SEE 13866 -I S S IMPROVEMENT PLANS PROPOSED 8" WATER MAIN PER SEE 13866 -I W W _ IMPROVEMENT PLANS PROPOSED 6" STORM DRAIN (UNLESS 192.83 TIN OTHERWISE NOTED) 191.5 FG 1912 FS' PROPOSED 3" PVC UNDER DRAIN SDRSD D -27 f� - o D ifAE - PROPOSED 12 "X 12 "AREA DRAIN NDS OR EQUAL ❑ 193.5 TW- NSTRU PCC O RfLOW IN PROPOSED WYE / STORM DRAIN CLEANOUT 191.5 BW, -- ' WEIR I 0 SLOP "' bra m 188.25 TF OF SIN; 19 3 I EXISTING SEWER MAIN (SIZE PER PLAN) -- -- ._.. - O EXISTING STORM DRAIN (SIZE PER PLAN) > J _ _ ' PROPOSED 1 "DUAL DOMESTIC /FIRE 111P' WATER SERVICE PER IMPROVEMENT k J ti NG BA 1.5 PLANS W W o cr: CD ONRY PROPOSED 4" SEWER LATERAL PER � cO ALL PE P CSUB- IMPROVEMENT PLANS S S Q .1 M SDRS C -04 DRA uj = N 19 TW, 18.5 IF PROPOSED MASONRY RETAINING WALL SDRSD C -02 /C -04 C _ (PER SDRSD) DETAIL - SUMP PUMP VAULT TO OUTLET TANK PROPOSED SOUND WALL (NON- RETAINING) NOT TO SCALE PROPOSED MASONRY RETAINING WALL SEE SHEET 11 (PER SHEET 11) TOP OF BASIN PCC H €ADWALL°_1� BEYOND; PROPOSED WOOD FENCE X X BEYOND ° TOP OF 193.5 FG 191.2 FS WEIR; 192.831E BASIN PRIVATE STREET LIGHT �7T� 4" PVC PERF PCC , 191.5 FG FLOOR OF G "NO PARKING FIRE LANE" SIGN SDRSD D -02 I I HEADER TANK TYPE 8 CURB INLET SDRSD SM -02 NOT TO SCALE v • 11.7' TO FACE WALL 2.5' 2.75' FROM PL 203.8TW � EXISTING 18" PRIVATE MANHOLE..: INSIDE TOP OF CONCRETE STORM 3.01 LID PER HEADER TANK,' DRAIN (BEYOND) PLAN ELEV -195.2 6 " THICK, MIN2'TALLPCC 0.5'1 2.5' e SPLASH WALL; EMBED 201.91E SPLASH WALL MIN Z BENEATH EMBEDDED ROCK ° _ PCC BROW FL OF BROW DITCH; RIP RAP IN PCC EXISTING DITCH O GRADE A�?TTOM OF NK-EL = 491-2 EXISTING SOIL: f/ GRADE RESTRICTOR PLATE SUBGRADE I WITH HMP ORIFICE TYPEA PCC ' 1 WATERPROOFING OF / BROW DITCH DESIGN PER DETAIL ° L-� INSTALL 8" PCC CUTOFF THIS SHEET RETAINING WALL PER SDRSD D -75 -WALL PER SDRSD SP -07; ZV4* PVC FMCEMNAI 196 o BW� SECTION A -A 203.5 TW, 196.5 BIN FROM SUMP PUMP _SECTION C -C M ON NOT TO SCALE �V C 0); fqz s IF NOT TO SCALE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: AK BAK T L DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF LOCATION: 2.5" DISK IN SDWK IN-THE SOUTHEAST PUBLIC WORKS DATE: QUADRANT OF LEUCADIA BLVD AND ORPHEUS TYLER G LAWSON DATE AVE, 37' EASTERLY OF TRAFFIC SIGNAL PLANNING 121/1 �J R.C.E. NO.: 80356 RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR TYL R G LAWSON EXP.: 12/31/20 BOTTOM OF HMP 1 "LOW -FLOW HMP 4 PVC PERF. PIPE T WIDE X 25' LONG X 3.5' TALL = z SASIN GRAVEL; ORIFICE; 191.21E TO CONNECT TO MODIFIED TYPEA SDRSD D -9 w No. 80356 P IN BENEATH ELEV = 188.75 ORIFICE PLATE C. 0.; OUTLET/ HEADER TANK cr' Exp. 12/31/20 N; - 188.25 IF {T 1 t TYPICAL DETAIL - RESTRICTOR PLATEAND ORIFICE CONFIGURAt70N ON HEADER TANK F sTgTf I CAUE��P NOT TO SCALE LARET SUITE & ASSOCIATES OIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 pleaeagineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REC APP\_ VED: LEGEND AND DETAILS FOR: W� ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13866 -G STE NOWAK EDWARD J. ER APN: 254 - 362 -13, -14, & -45 -00 DATE / /RD DATE PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 2 OF 12 PLSA 2083 -C 0 N m U x Qm00 OZu°�i N co Q O CO D: W MjLL cl) U) N FN w O C? �yS U) J S N pxL0 UzOD LO dLn 4f PROPOSED 60" SEWER MANHOLE PER PCC OVERFLOW ,f I - - - - - - IMPROVEMENT PLANS ROCK RIP WEIR TO CONVEY J RAP Q100STORM;EMBED SITENOTES 0.5' BENEATH BASIN - 1- 1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IF MONUMENT SECTION D-D IS DISTURBED OR DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE NOT TO SCALE 0.1' TALL, 4 -FT WIDE 6" WIDE EMERGENCY OVERFLOW COUNTY. TOP OF HEADER TANK, WEIR NOTCHED IN SIDE OPENING BACK TO HMP BASIN; 'WIDE EMERGENCY INSIDE TANK 195.2 EL OF HEADER TANK 194.61E ELEV = 194.7 2. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OFTHEAPPROVED GRADING PLAN UNLESS PRIOR WRITTENAUTHORIZATION IS OBTAINED FROM VERFLOW OPENING THE CITYAND THE OWNERS OFALL OTHERAFFECTED PROPERTIES. ACK TO HMP BASIN; LEV = 194.7 3. ALL EXISTING STRUCTURESAND WALLS WITHIN THE PROPOSED DISTURBED MASONRY RETAINING 0.5' AREA TO BE DEMOLISHED UNLESS OTHERWISE NOTED. -WALL PER SDRSD C -04; 193.5 TIN 7.0' 4. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBEDAREATO BE 4 "MID -FLOW HMP ORIFICE; 192.71E REMOVED UNLESS OTHERWISE NOTED. HMP BASIN; 191.5 FG 1.0' ORIFICE M 5. SEWER, WATER, AND IMPROVEMENTS IN PUBLIC RIGHT- OF- WAYAND _ RESTRICTOR PLATE EASEMENTS SHOWN HEREON FOR REFERENCE ONLY REFER TO SEPARATE 2" MID -FLOW HMP IMPROVEMENT PLAN 13866 -1 FOR CONSTRUCTION (TYP.) ORIFICE; 191.7 L' S>70 L7 O (' ROFESS /ON 4��4p vz 0 L4 DER BOTTOM OF HMP 1 "LOW -FLOW HMP 4 PVC PERF. PIPE T WIDE X 25' LONG X 3.5' TALL = z SASIN GRAVEL; ORIFICE; 191.21E TO CONNECT TO MODIFIED TYPEA SDRSD D -9 w No. 80356 P IN BENEATH ELEV = 188.75 ORIFICE PLATE C. 0.; OUTLET/ HEADER TANK cr' Exp. 12/31/20 N; - 188.25 IF {T 1 t TYPICAL DETAIL - RESTRICTOR PLATEAND ORIFICE CONFIGURAt70N ON HEADER TANK F sTgTf I CAUE��P NOT TO SCALE LARET SUITE & ASSOCIATES OIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 pleaeagineering.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. REC APP\_ VED: LEGEND AND DETAILS FOR: W� ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13866 -G STE NOWAK EDWARD J. ER APN: 254 - 362 -13, -14, & -45 -00 DATE / /RD DATE PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 2 OF 12 PLSA 2083 -C 0 N m U x Qm00 OZu°�i N co Q O CO D: W MjLL cl) U) N FN w O C? �yS U) J S N pxL0 UzOD LO dLn MATCHLINE. SEE SHEET 6 0 N T EN61NBfAof RECORD DEV. REVIEWENGtNeEK INSPECTOR INMAUNWE INITIAIJ*TF INITIkJVATE 2 -ZZ -Zo •a1 -10 3 m PLAN VIEW - GRADING PLAN (LOTS 1 -4) SCALE: i "= 10' EXISTING EASEMENT NOTES .0 w" I,,.. h rn a -rtvvv sr r tl 1❑ INDICATES EASEMENT FOR WATER LINESANDAPPURTENANCES TO THE SAN }_ r, } DIEGUITO WATER DISTRICT PER FINAL MAP ! 6 341 7 199.45 �S z 2❑ INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS ,...200.3 TG ° ( � y s PER FINAL MA P 1 3y9 Cl° . 191 O lE ; 3Q INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER 199.3 FS .,.. FINALMAP 16397 EXIST POWER >; POLE TO BE ® INDICATES PUBLIC PEDESTRIANACCESS EASEMENT TO THE CITY OF ENCINITAS 00.3 TG TO BE MAINTAINED 8Y HOA PER FINAL MAP 163(1 7 REMOVED 4 198.71E 200.57W 200.5 BW 5Q INDICATES PORTIONS OF LEUCADIA BOULEVARD FOR EASEMENT FOR PUBLIC p 199.8 TF RIGHT OF WAY TO THE CITY OF ENCINITAS PER FINAL MAP 143W GF = 200.5 200.5 FG 200.5 TW T 6 INDICATES PRIVATE STORM WATER FACILITY EASEMENT FOR STORM WATER 200.3 G L (198.8 BW) ® TREATMENTAND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS 1 -13 AND 198.5 T 200.5 FS 197,8 TF LOTA TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE. X.. 200.5 FG � L a 4 _ 200.5 FG 7 INDICATES PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1 -6 TO 200.5 HP 0 8 2 BW) BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE. s �I 200.5 HP 197.2 TF ® INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF HOA TO TOTALALLOWABLE IMP AREA (SF) LOT# IMP. AREA PERMITTED HEREON (SF) AS -BUILT IMP. AREA (SF) TOTALALLOWABLE IMP. AREA (SF) AVAILABLE IMP. AREA REMAINING (SF) 1 5415 N ( 6071 656 2 4488 Qy 5144 316 ffj6' 3 5468 09 6124 656 4 4140 INT. 4796 656 PLAN VIEW - GRADING PLAN (LOTS 1 -4) SCALE: i "= 10' EXISTING EASEMENT NOTES .0 w" I,,.. h rn a -rtvvv sr r tl 1❑ INDICATES EASEMENT FOR WATER LINESANDAPPURTENANCES TO THE SAN }_ r, } DIEGUITO WATER DISTRICT PER FINAL MAP ! 6 341 7 199.45 �S z 2❑ INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS ,...200.3 TG ° ( � y s PER FINAL MA P 1 3y9 Cl° . 191 O lE ; 3Q INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER 199.3 FS .,.. FINALMAP 16397 EXIST POWER >; POLE TO BE ® INDICATES PUBLIC PEDESTRIANACCESS EASEMENT TO THE CITY OF ENCINITAS 00.3 TG TO BE MAINTAINED 8Y HOA PER FINAL MAP 163(1 7 REMOVED 4 198.71E 200.57W 200.5 BW 5Q INDICATES PORTIONS OF LEUCADIA BOULEVARD FOR EASEMENT FOR PUBLIC p 199.8 TF RIGHT OF WAY TO THE CITY OF ENCINITAS PER FINAL MAP 143W GF = 200.5 200.5 FG 200.5 TW T 6 INDICATES PRIVATE STORM WATER FACILITY EASEMENT FOR STORM WATER 200.3 G L (198.8 BW) ® TREATMENTAND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS 1 -13 AND 198.5 T 200.5 FS 197,8 TF LOTA TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE. X.. 200.5 FG � L a 4 _ 200.5 FG 7 INDICATES PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1 -6 TO 200.5 HP 0 8 2 BW) BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE. s �I 200.5 HP 197.2 TF ® INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF HOA TO y No. 80356 W Exp. 12/31/20 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.5212 I is 858.259.4512 I plaaangineerlog.eom CH GE D SCR TION } DATE B C MA K ILT APPROVALS BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE DRAWN BY: CHECKED BY: N ( CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AK BAK TGL $ T1AL 09 INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS I -13 ANDA -ESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS 200.7 FS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.0 E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/20 TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE GRADING PLAN (LOTS 1 -4) FOR: ALIA DEVELOPMENT - 7641782 LEUCADIA BLVD APN: 254 - 362 -13, -14, & -45 -00 PLANNING CAST" NO: 14 -069 TMDB / DR! CDP / EIA z c 13866 �G PUBLIC WORKS 200.3 FL \ LA 7 201.0 TG I 10 INDICATES PRIVATE LANDSCAPE EASEMENT FOR THE BENEFIT OF HOAAND TO BE PLANNING a \\ 199.3 IE GRANTED AT TIME OF SALE OR TRANSFER OF TITLE, WHICHEVER OCCURS FIRST AVE, 3T EASTERLY OF TRAFFIC SIGNAL o 1 RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 EDWARD J. WIMMER DATE REVIEWER SHEET 3 OF 12 11 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP INSPECTOR 1b3y7 200.4 TG I 199.41E e e) CONSTRUCTION NOTES -200.9 FS 197.2 TF 201.2 FS V O EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND LIMIT OF ROOF I o M a SURVEYORANDA CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. LINEABOVE(TYP.) SYSB � Q ( INSTALL 12 "X 12-AREA DRAINBYNDSORAPPROVED EQUAL W w g INSTALL I2 "WYEAND STORM DRAIN CLEANOUT 10' I AC CONDENSOR I LOT 1 °w N = g w SYSB UNIT (TYP.) ® INSTALL 12 "AREA DRAIN WITH 3" PVC SDRSD D -27 SIDEWALK UNDER DRAIN FF =209.2 I CO ° 1 PAD = 200.5 CIO O5 INSTALL 6 "X 16" PCC FLUSH CURB / I 200.5 TW O6 INSTALL 6" PCC CURB PER SDRSD G -1 (1972 B W) 200.5 TOP 196.5 TF O7 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2; DEEPEN CURB AS NECESSARY OF SLOPE I TO EXTEND BENEATH PAVER SECTION LIMIT OF ROOF LINEABOVE (TYP.) 5 Q ® INSTALL DECORATIVE PAVERS PER DETAIL SHEET 8 Q Og CONSTRUCT WING TYPE HEADWALL PER SDRSD D -34; INSTALL 4' WIDE X 4' LONG, 1.1 199.7 FL I m FT THICK ROCK RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 3 W 200.5 FG I J 10 CONSTRUCT TYPEA STRAIGHT HEADWALL PER SDRSD D-30; INSTALL 4' WIDE X 4' 201.2 FS LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATOR PER SDRSD D40 ' ( 11 INSTALL MODIFIED 6' LONG X Y WIDE X 0.5' THICK WING -LESS TYPE B SUMP CURB INLET PER SDRSD D -02 WITH 8" DEPRESS/ONAT OPENING /S 201.2 FS 200.5 TW 12 INSTALL TYPEA PCC BROW DITCH PER SDRSD D -75 @ 1.0% MIN �, 199.6 FL I 195.9 TF F 1959 o 200.5 FG 13 INSTALL 6 "THICK, 5' TALL BLOCK SCREEN WALL M :1 171 200.5 FG ' - EXISTING WALL 14 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -02 L _ TO BE REMOVED 15 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -04 L119986.90JEb2 TG 16 CONSTRUCT MASONRY RETAINING WALL PER SHEET 11 17 INSTALL 6' TALL SOUND WALL (NON- RETAINING) 1.0% MIN r- ... �--- -- -E - �- 200.5 TOP E -E 18 INSTALL "NO PARKING FIRE LANE" SIGN 195.5E 3 1 N ` ��, OF SLOPE 8 200.5 TW 19 INSTALL 4" PVC PERFORATED PIPE UNDER DRAIN (195.7 BW) SYSTEM; SEE TYPICAL DETAIL - BIOFILTRATION BASIN SHEET 2 IF IF 195.2 IF 20 INSTALL 4' WIDE, 2" THICK DG PATH FROM KRC ROCK WITH SOIL STABILIZER OVER 2" 199 CLASS II AB AND COMPACTED TO 90% RELATIVE DENSITY 2:1 MAX 198 FILL SLOPE 197 196 r�J 64.00' GRAPHIC SCALE 1 " =10' 1 (195.0 TW) 1 01111 name! 01111 01111 01111 195.0 FL 195.OBW 10 0 10 20 30 SETSURVEY CONNECTTO RpFESS/ e�R MONUMENT (TYP.) SOUND G Lqo! WALL 4��p F2 y No. 80356 W Exp. 12/31/20 & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Beach, CA 92075 ph 858.259.5212 I is 858.259.4512 I plaaangineerlog.eom CH GE D SCR TION APP OVED DATE B C MA K ILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. AK BAK TGL $ T1AL -ESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.0 E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/20 RECD E APPROVED: ` STEV WAK EDWARD J. WI ER G f t ' �0 DATE DATE GRADING PLAN (LOTS 1 -4) FOR: ALIA DEVELOPMENT - 7641782 LEUCADIA BLVD APN: 254 - 362 -13, -14, & -45 -00 PLANNING CAST" NO: 14 -069 TMDB / DR! CDP / EIA z c 13866 �G PUBLIC WORKS TYLER G LAWSON DATE PLANNING AVE, 3T EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 EDWARD J. WIMMER DATE REVIEWER SHEET 3 OF 12 INSPECTOR PLSA 2083 -0 195.3 TG 0 194.0IE INSTALL 3" PVC DRAIN PIPE @ 10.0%; --� i OUTLET TO BMP 1966 TOP OF SLOPE- 193.5 FL E0oSE0 0064 t0 619 lure Foltdf!?1DSw,f64 5V#FAMFTIFR CAW06LASC suMP- - ®_ON, I GO- PVAlPihwLrwnw 1RAAnc 1eArfo LOT# IMP AREA PERMITTED HEREON (SF) AS -BUILT IMP. AREA (SF) 193.5 TOP 2-1 All NF116RLTRATICW OFVAIL 5 3808 OF SLOPE 4464 AME'FT2PORoRIFYCF /►AIR 6 3866 BAK 4522 fft0 ROW; PIW GRIM; Ift516 (j 4379 5035 193.0 FL �I 3773 DATE 4429 rn PUBLIC WORKS - v"5011-35 Pvt 1935 TIN PFRFOPAiED UAM ORAINPIPF TO 6oAWECT a 188,25 TF <1 To SUMPPUMPVAULr AVE, 3T EASTERLY OF TRAFFIC SIGNAL WEIR; 192.83 IE_ EDWARD J. WIMMER DATE SIMMONS REVIEWER Z n �Ilj I i INSPECTOR I I, MATCH EXIST. (TYP.) 192.0 FL N F 10:5' 4 I 10.0" W4 (190.8 FG) DRAINAGE OUTLET FROM PROJECT SITE; SEE DETAIL SHEET Q100= 8.2CFS 1 X a I 0 SYSB I 1I 197.1 TOP I_ i. 196.9 FL I I I I� I PAD = 197.6 I U 196.3 HP OF SLOPE 1 LOT 7 197.3 FS I 197.3 Ft I 4.0 TO 1� I FF = 197.0 I AC CONDENSOR ( 197.6 FG PAD = 196.3 I I UNIT (TYP.) TOP SLOPE I I4. LOT 6 1971 TOE ( : I 197.6 FG FF = 197.8 I OF SLOPE 198.3 FS 196.1 FL ( 196.3 FS I I I 196.3 FG I I I PAD = 197.1 I o }� I I I SYSB 5.0' r IV V197.0 6.3 FG ( SYSB 196.7 FL i 197.1 FG FS 6.0' z 4 197.8 FS -g .- - I I ° ( 1 197.0 FL U 197.6 FG H� [i I f 4 I I n 197.6 FG n �� mo, ( ) 106.6 FL 197.1 FG °` I 196.8 FS I 197.1 FG 197.8 FS 195.7 FL I I I-- - - - - -- I� , 196.3 FG 196.3 FG - - o i - , ,97.6 - 197.1 FG , L 1 r 195.1 TGO 192.01E n 196.4 TG O m / 197.1 TOP �> 1,0% MIN -- ' 193.0 /E N r^ OF SLOPE 196.2 TG 2 N - �- 196.3 TOP � 1.0% MIN __ -- �_'� I 193.0IE Cr 1.0% MIN \ OFSLOPE M I .a._._._- ... -a---- ...- .. - a----- 197.6 TOP OF SLOPE �-- 197 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEADER TANK 186 VOL = 612.5 CFO 195 IE =191.2 193 a 194 192 104.47' ��.. r� �� 62.50'r % L1� : 65.00,:. 191.0 FL 194.5 TG INSTALL 12" 195.0 TG INSTALL 12" 192.3 FL MATCH l al INSTALL 12" PVC htdYM1'fYh113'T�" J / 11.1 FG)_ `� STORM DRAIN 192.85 FL 191.71E PVC STORM 192.21E PVC STORM EXISTING 195.5TGO @ 1,0% MIN INSTALL 12" 191.8 FL 7 10 INSTALL MODIFIED TYPE 193.5 TOP VpVC STORM DRAIN @ 1.0% DRAIN @ 1.0% (TYP.) 192.851E (194.0 FG) C. 0. PER SDRSD D -09; OF SLOPE DRAIN @ 1.0% (192.5 FG) (193.5 FG) 195.9 RIM 142-5 WIN HOLD CITY HARMLESS FOR DRAINAGE COVENANT RECORDED O vo9 /19 AS DOCUMENT # 0004 12 2019 7 PLAN VIEW - GRADING PLAN (LOTS 5 -7) SCALE: 1 "= 10' EXISTING EASEMENT NOTES O1 SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR AERIAL AND UNDERGROUND PUBLIC UTIL/TIESAND INCIDENTAL PURPOSES RECORDED DECEMBER 14, 1960AS DOCUMENT NO.242043 OF OFFICIAL RECORDS O SAN DIEGO GASAND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR UNDERGROUND FACILITIESANDAPPURTENANCES FOR THE TRANSMISSIONAND DISTRIBUTION OF ELECTRICITY, AND COMMUNICATION FACILITIES, AND APPURTENANCES AND INCIDENTAL PURPOSES RECORDEDAPRIL 23,1998AS DOCUMET NO. 98- 023247 OF OFFICIAL RECORDS. (NOT PLOTTABLE) PROPOSED EASEMENT NOTES INDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP 16 3'17. (] INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PER FINAL MAP 16711 . [� INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP (ol 3y7 ® INDICATES PUBLIC PEDES TRIAN A CCESS EASEMENT TO THE CITY OF ENCINITAS TO BE MAINTAINED BYHOA PER FINAL MAP 163y7 © INDICATES PRIVATE STORM WATER FACILITY EASEMENT FOR STORM WATER TREATMENTAND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS 1 -13 AND LOT A TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE. ❑7 INDICATES PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1 -6 TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE. ® INDICATES PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 8 -13 TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TI7LE. 0 INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 1- 13ANDA TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE. 10 INDICATES PRIVATE LANDSCAPE EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTEDAT TIME OF SALE OR TRANSFER OF TITLE, WHICHEVER OCCURS FIRST 11 INDICATES PUBLIC SEWER EASEMENTTO THE CITY OF ENCINITAS PER FINAL MAP 16 3f 7 12 INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOAAND TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE CONSTRUCTION NOTES OEXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. O INSTALL 12"X 12 "AREA DRAIN BY NDS OR APPROVED EQUAL O3 INSTALL 12" WYEAND STORM DRAIN CLEANOUT ® INSTALL 12 "AREA DRAIN WITH 3" PVC SDRSD D -27 SIDEWALK UNDER DRAIN O5 INSTALL 6 "X 16" PCC FLUSH CURB ® INSTALL 6" PCC CURB PER SDRSD G -1 O7 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION O INSTALL DECORATIVE PAVERS PER DETAIL SHEET 8 Og CONSTRUCT WING TYPE HEADWALL PER SDRSD D -34; INSTALL 4' WIDEX 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 10 CONSTRUCT TYPE STRAIGHT HEADWALL PER SDRSD D -30; INSTALL 4' WIDE X 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 11 INSTALL MODIFIED 6' LONG X 5' WIDE X 0.5' THICK WING -LESS TYPE B SUMP CURB INLET PER SDRSD D -02 WITH 8" DEPRESSIONAT OPENING 12 INSTALL TYPEA PCC BROW DITCH PER SDRSD D -75 @ 1.0% MIN 13 INSTALL 6" THICK, F TALL BLOCK SCREEN WALL 14 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -02 15 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -04 16 CONSTRUCT MASONRY RETAINING WALL PER SHEET 11 17 INSTALL F TALL SOUND WALL (NON - RETAINING) 18 INSTALL 'NO PARKING FIRE LANE" SIGN 9g INSTALL 4" PVC PERFORATED PIPE UNDER DRAIN SYSTEM; SEE TYPICAL DETAIL - BIOFILTRATION BASIN SHEET 2 20 INSTALL 4' WIDE, 2" THICK DG PATH FROM KRC ROCK WITH SOIL STABILIZER OVER 2" CLASS 11 AB COMPACTED TO 90% RELATIVE DENSITY GRAPHIC SCALE 1"= 10' 10 0 10 20 30 QgpFESS /ON IMP. 0 LA�SyF�� TOTAL ALLOWABLE IMP. AREA (SF) LOT# IMP AREA PERMITTED HEREON (SF) AS -BUILT IMP. AREA (SF) 193.5 TOP AVAILABLE AREA REMAINING (SF) 5 3808 OF SLOPE 4464 656 6 3866 BAK 4522 656 7 4379 5035 656 8 3773 DATE 4429 656 PUBLIC WORKS TYLER G LAWSON DATE 1935 TIN PLANNING 188,25 TF <1 AVE, 3T EASTERLY OF TRAFFIC SIGNAL WEIR; 192.83 IE_ EDWARD J. WIMMER DATE SIMMONS REVIEWER 191.0 FL INSPECTOR W4 (190.8 FG) DRAINAGE OUTLET FROM PROJECT SITE; SEE DETAIL SHEET Q100= 8.2CFS 1 X a I 0 SYSB I 1I 197.1 TOP I_ i. 196.9 FL I I I I� I PAD = 197.6 I U 196.3 HP OF SLOPE 1 LOT 7 197.3 FS I 197.3 Ft I 4.0 TO 1� I FF = 197.0 I AC CONDENSOR ( 197.6 FG PAD = 196.3 I I UNIT (TYP.) TOP SLOPE I I4. LOT 6 1971 TOE ( : I 197.6 FG FF = 197.8 I OF SLOPE 198.3 FS 196.1 FL ( 196.3 FS I I I 196.3 FG I I I PAD = 197.1 I o }� I I I SYSB 5.0' r IV V197.0 6.3 FG ( SYSB 196.7 FL i 197.1 FG FS 6.0' z 4 197.8 FS -g .- - I I ° ( 1 197.0 FL U 197.6 FG H� [i I f 4 I I n 197.6 FG n �� mo, ( ) 106.6 FL 197.1 FG °` I 196.8 FS I 197.1 FG 197.8 FS 195.7 FL I I I-- - - - - -- I� , 196.3 FG 196.3 FG - - o i - , ,97.6 - 197.1 FG , L 1 r 195.1 TGO 192.01E n 196.4 TG O m / 197.1 TOP �> 1,0% MIN -- ' 193.0 /E N r^ OF SLOPE 196.2 TG 2 N - �- 196.3 TOP � 1.0% MIN __ -- �_'� I 193.0IE Cr 1.0% MIN \ OFSLOPE M I .a._._._- ... -a---- ...- .. - a----- 197.6 TOP OF SLOPE �-- 197 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HEADER TANK 186 VOL = 612.5 CFO 195 IE =191.2 193 a 194 192 104.47' ��.. r� �� 62.50'r % L1� : 65.00,:. 191.0 FL 194.5 TG INSTALL 12" 195.0 TG INSTALL 12" 192.3 FL MATCH l al INSTALL 12" PVC htdYM1'fYh113'T�" J / 11.1 FG)_ `� STORM DRAIN 192.85 FL 191.71E PVC STORM 192.21E PVC STORM EXISTING 195.5TGO @ 1,0% MIN INSTALL 12" 191.8 FL 7 10 INSTALL MODIFIED TYPE 193.5 TOP VpVC STORM DRAIN @ 1.0% DRAIN @ 1.0% (TYP.) 192.851E (194.0 FG) C. 0. PER SDRSD D -09; OF SLOPE DRAIN @ 1.0% (192.5 FG) (193.5 FG) 195.9 RIM 142-5 WIN HOLD CITY HARMLESS FOR DRAINAGE COVENANT RECORDED O vo9 /19 AS DOCUMENT # 0004 12 2019 7 PLAN VIEW - GRADING PLAN (LOTS 5 -7) SCALE: 1 "= 10' EXISTING EASEMENT NOTES O1 SAN DIEGO GAS AND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR AERIAL AND UNDERGROUND PUBLIC UTIL/TIESAND INCIDENTAL PURPOSES RECORDED DECEMBER 14, 1960AS DOCUMENT NO.242043 OF OFFICIAL RECORDS O SAN DIEGO GASAND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR UNDERGROUND FACILITIESANDAPPURTENANCES FOR THE TRANSMISSIONAND DISTRIBUTION OF ELECTRICITY, AND COMMUNICATION FACILITIES, AND APPURTENANCES AND INCIDENTAL PURPOSES RECORDEDAPRIL 23,1998AS DOCUMET NO. 98- 023247 OF OFFICIAL RECORDS. (NOT PLOTTABLE) PROPOSED EASEMENT NOTES INDICATES EASEMENT FOR WATER LINES AND APPURTENANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP 16 3'17. (] INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PER FINAL MAP 16711 . [� INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP (ol 3y7 ® INDICATES PUBLIC PEDES TRIAN A CCESS EASEMENT TO THE CITY OF ENCINITAS TO BE MAINTAINED BYHOA PER FINAL MAP 163y7 © INDICATES PRIVATE STORM WATER FACILITY EASEMENT FOR STORM WATER TREATMENTAND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS 1 -13 AND LOT A TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE. ❑7 INDICATES PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 1 -6 TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE. ® INDICATES PRIVATE DRAINAGE EASEMENT FOR FOR THE BENEFIT OF LOTS 8 -13 TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TI7LE. 0 INDICATES PRIVATE DRAINAGE EASEMENT FOR THE BENEFIT OF LOTS 1- 13ANDA TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE. 10 INDICATES PRIVATE LANDSCAPE EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTEDAT TIME OF SALE OR TRANSFER OF TITLE, WHICHEVER OCCURS FIRST 11 INDICATES PUBLIC SEWER EASEMENTTO THE CITY OF ENCINITAS PER FINAL MAP 16 3f 7 12 INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOAAND TO BE GRANTED OR RESERVEDAT TIME OF SALE OR TRANSFER OF TITLE CONSTRUCTION NOTES OEXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. O INSTALL 12"X 12 "AREA DRAIN BY NDS OR APPROVED EQUAL O3 INSTALL 12" WYEAND STORM DRAIN CLEANOUT ® INSTALL 12 "AREA DRAIN WITH 3" PVC SDRSD D -27 SIDEWALK UNDER DRAIN O5 INSTALL 6 "X 16" PCC FLUSH CURB ® INSTALL 6" PCC CURB PER SDRSD G -1 O7 INSTALL 6" PCC CURB AND GUTTER PER SDRSD G -2; DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION O INSTALL DECORATIVE PAVERS PER DETAIL SHEET 8 Og CONSTRUCT WING TYPE HEADWALL PER SDRSD D -34; INSTALL 4' WIDEX 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 10 CONSTRUCT TYPE STRAIGHT HEADWALL PER SDRSD D -30; INSTALL 4' WIDE X 4' LONG, 1.1 FT THICK ROCK RIP RAP ENERGY DISSIPATOR PER SDRSD D-40 11 INSTALL MODIFIED 6' LONG X 5' WIDE X 0.5' THICK WING -LESS TYPE B SUMP CURB INLET PER SDRSD D -02 WITH 8" DEPRESSIONAT OPENING 12 INSTALL TYPEA PCC BROW DITCH PER SDRSD D -75 @ 1.0% MIN 13 INSTALL 6" THICK, F TALL BLOCK SCREEN WALL 14 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -02 15 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C -04 16 CONSTRUCT MASONRY RETAINING WALL PER SHEET 11 17 INSTALL F TALL SOUND WALL (NON - RETAINING) 18 INSTALL 'NO PARKING FIRE LANE" SIGN 9g INSTALL 4" PVC PERFORATED PIPE UNDER DRAIN SYSTEM; SEE TYPICAL DETAIL - BIOFILTRATION BASIN SHEET 2 20 INSTALL 4' WIDE, 2" THICK DG PATH FROM KRC ROCK WITH SOIL STABILIZER OVER 2" CLASS 11 AB COMPACTED TO 90% RELATIVE DENSITY GRAPHIC SCALE 1"= 10' 10 0 10 20 30 QgpFESS /ON IMP. 0 LA�SyF�� TOTAL ALLOWABLE IMP. AREA (SF) LOT# IMP AREA PERMITTED HEREON (SF) AS -BUILT IMP. AREA (SF) TOTALALLOWABLE IMP. AREA (SF) AVAILABLE AREA REMAINING (SF) 5 3808 CHECKED BY: 4464 656 6 3866 BAK 4522 656 7 4379 5035 656 8 3773 DATE 4429 656 =� z No. 80356 m Exp. 12/31/20 � VIA LARET SUITER & ASSOCIATES CML ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Hlghxay 101, Ste A. Solana Beach. CA 92075 ph 858.259.8212 1 fz 858.259.4812 1 pleaenglneering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS- BUIILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING BT BAK TGC DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 12-3 -/� R.C.E. NO.: 80356 TYLER G LAWSON EXP.: 12/31/20 RECD STEVE OWAK - - DATE PUBLIC WORKS TYLER G LAWSON DATE PLANNING AVE, 3T EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 EDWARD J. WIMMER DATE SIMMONS REVIEWER INSPECTOR LING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. . APPROVED: GRADING PLAN (LOTS 5 -7) FOR: - � ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13866 -G EDWARD J. rMER APN: 254 - 362 -13, -14, & -45 -00 DAT PLANNING CASE NO: 14 -069 TMDB / DR /CLIP / EIA SHEET 4 OF 12 FL.JA 2Ut$S -U 1 b (201.9 FG)-N SETSURVEY LIONUMENT(Tl PCC SPLASH WALL TOINTERCEPT OFFSITEDRAINAGE (1971 FG) 1.48.0 TOP OFSLOPE SETSURVEY (196.OFG) 195.0 FL 196.6 TOP 194.0 INSTALL30PVC DRAINPIPE@ 10.0 %; OUTLET TO DAMP 186.6 TOP EXISTING 16' PRIVATE " CONCRETESTORM EXISTING FENCE DRAIN TO REMAIN TO REMAIN APN254- 362-51 -90 EXISTING EASEMENTNOTES APN: 254- 361 -64 -00 APPRO % LOCATION OF m EOGEOFEXISTING EXISTING 6 "VCP SEWER PROPOSED TRANSFORMER a AC PAVEMENT MAIN TO REMAIN TOPR POSED.D.TOOIOWD)TCE ti. O7 SAN UNDERGROUND PUBLIC ELECTRIC CO1ESAND OLDER TAL PURSEMESREORAERLAL . BEGINPCC BROWOITCH '- 5 S ., 5 _- � S -- S .. .. AND UNDERGft0UN0 PUBLIC UTILITIESAND INCIDENTAL PURPOSES RECORDED 70 PROPOSED PCC BROWWTCH ,. AT END OF EXISTING 1206.8 FS) _ `% _ ° -- t; - - _- S � THROUGH PCC CUTOFF WAIL " __ -- 1 DECEMBER /4, 1960105 DOCUMENT NO. 2420430FOFFICfAL RECORDS PERSORSO SP 07, SEE DETAIL t%= ACORIVEAISLE;END EDGE OF EXISTING 6'PCC CURB 207.3 TIC EXISTING GAS (208.5 7.15TS) PRIVATE DRIVEAISLE P@ti �) O SANDIEGO SASAND ELECTRIC COMPANYHOLDER OFANEASEMENTFOR 6HEET20108 =b5CF5 ///` AC PAVEMENT AWN (107.9 FG) Dog (208.0 (208.0 FG) / (206BFL) /% REMAIN p765 FL � APN 254- 362£3-00 6 (-05%) 2069 TC � UNDERGROUND FACKMESANDAPPURTENANCES FOR THE TRANSMISSION AND 1206. 2074FL / - = - e) - - -- - �, .�,, .� c('>164 FL) _ __ � DISTRIBU77ON OF ELECTRICITY AND COMMUNICATION FACILITIES, AND mpg Pl, m \ i 205.0 FL 2gS8PL _ I ,�,. " 0 7 IF O u 0 O -�- `O - - APPURTENANCESAND INCIDENTAL PURPOSES RECORDEOAPRIL 23,1996AS " - - -- a '�" N00 043'11 "E 359.17 ° DOCUMETN0.98-0232470FOFFIC14L RECORDS.. INOTPLOTTABLE) 4`1190_ • ,.__. C� -, G C 6417 6400' - -- - - - - - - - -- h -- -- ----- -- - -- - - - - - - - PROPOSED EASEMENT NOTES .�._.._ . - - - -- - - - - - -- - - - - -- - - - -- - - - -- - -- M4K- - - -- - - - - - -- - - -- 205-- - - - - -- - - -- - - - -- 5 CUT SL 21M 7� INDICATES EASEMENT FORWATERLINESANDAPPURIENANCESTOTHE SAN 283 DIEGUITO WATER DISTRICT PER FINAL MAP L63V 7. 196 0 .. 17 MAX P FIRE PLACE 202 SLOPE ZQ INDICA TESPUBLICEASEMENTFORPRIVATESTREETSTOTHECITYOFENCINRAS & (TYR) iW.BR a 201 PERFINALMAP 16397. 0 %MIN �' =�-_ x- -i i% _ -- 30 FINAL INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER mm 198 _ 206.77W- FIN4L MAP 6/ 297 wi ,�rc 4 98.0 TOE w I� \ OFSLOPE z Pi = m ¢ m INDICATES PUBLIC PEOESTRLANACCESS EASEMENTTO THE CITYOFENCUHTAS 198.OFG 1972 FL. 1975FL �,7 M, TO BE MAINTAINED BYHOAPER FINAL MAP ILW . �1967FS` 1980 TOE f986FG 25,4' �� i� 0 %MIN 204.OBW 196.3 TOE "4 TOP I INDICATES PORTIONS OF LEUCADIA BOULEVARD FOR EASEMENT FOR PUBLIC 8 ��11 D OFSLOPE ~_ ~- 201.07W 200.0IF OFSLOPE OFSLOPE RIGHTOF WAY TO THE CITY OF ENCINITAS PER FINAL MAPI61V i \ /98HFS LOS fool SYSB �F/-I� - -- 198.3BW 79&3 TW 798.0 FG \ ( ,[ I o I 797. §TF 107.OTW I © INDICATES PRIVATE Sit7RMWATER FACILITYFASEMENTFOR STORM WATER i , I,IP� 19&3 BW 198.3BW 188.0 TRFATMENTAND FLOW CONTROL PURPOSES FOR THE BENEFIT OF LOTS f -13 AND 1 19757E 79757E D d ' ' °�2 " -� -`4 ° D ° 60' LOTATO BEGRANTED OR RESERVEOAT TIME 0F SALE ORTRANSFER OFTRIE. LOTS. 1887 FS a d- 'p • "p ,��' BYSB I ❑j INDICATES PRNATEDRAINAGEEASEUENTFOR FOR THE BENEFITOF LOTS ii TO ° c FF =198.7 7967FB o 0 0. ICI p p • 1880FG 187,88 199.3 HP� I BEGRANTED OR ftESERVEDAT77MEOF SALE 0R TRANSFER OFT IRE. j PAD =198.0 - ' D 79 �'{\ Q&B D 1.86 o. 198.0 FG 7.9FL� 7.0%MIN F_ �- BEGR INDICATES THEBEWEFIT ° i ° i I4 4 =. 7973FL /987 FS > �� BE GRANTED OR RESERl4 :0AT71ME OF S4LEOR TRANSFEROFTlRE 321 A ' -d " 14 . d- ., \ I / TESP N 1 i 198.715 /.0% P \y +I CONSTRUCT DEEPENED 50 ^ /J� 9� IM1bICA R ATEORAINAGE EASEMENT FORTHE BENEFROFLOTS f- 73ANDA ' pt d I ,_78g.q FS S5. / 11� - - - - - - TO BEGRANIED OR RESERVEDAT TIME OFSALE OR TRANSFER OF TIRE FOOTING PER SEPARATE I - 79B2FS ' " -788.0 FG 2. q Y� ARCH PLANS (TVP) 1 IAN I% " I N W f0 INDICATES PRIVATE LANDSCAPEEASEMENTFOR THEBENEFITOFHOAAND TO BE \ 1 L �. .I 4 - D ! ,f88 G eti o\ P I, Co GRANTEOATTIMEOFSALE OR TRANSFER OF TIRE, WHICHEVER OCCURS FIRST LOT 10 Tyr 1-1 ,� d 1 FF 1987 798.0TOE f� ° '^ if INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS PER FINAL ASAP II . d. OFSLOPE 196.85(E'A' ° W 1634] 1974 TG LL - d , d " PAD = 198.0 I 199.0 FS W 196fi1E ©.,. I 19810 TOP... 197198.2 FS 198.0 FG 2.�L8F93 d� p ,J_ I�Q 188.3 FG 7798.1 FL + f96oFG OFROPE ©197..6 TG P I ^I , D 5.01 Z CONSTRUCTION NOTES 1 - 196.01E aF� q �. J I9ZBFL I "I _ ; ' h - � LIfdIT50FR00F SY 188.2 F5 ABOVE(TYP.) `E/98T.9IE lI = O DISTURBED OR DESTRO E� HALL BE REPLACED BYA LICENSEDIANO 15 LIMI�ABO ) 196.3 FG AC CONDENSOR SURVEYORANDA CORNER RECORD OF SURVEYSHALL BE FILED WITH THE COUNTY. �OOF I -I LOT 11 uNlr(Tm \ ^m 1978FL ) O INSTALL MIX 12'AREA DRAIN BYNDS ORAPPROVED EQUAL 8745 p It / &3'. 198.7 FS I BA' 18.0' $o FF =1990 11 a'2 4 95.570 ^F PAD =198.3 ' O3 INSTALL I2 'X 12"BROOKS BOX (WITH STEEL COVER) D - - - - �_ _ - - - - Py+ .� ��q&`�c 1974FL (X f987HP I 199.3 FS I O4 INSTALL I2"AREADRAINWITH 3'PVC SORSG D- 275IDEWALKUNDER DRAIN to 0FG \ 198.5 FS 19&3TOE L OF SLOPE • \ b ' D 1967FL o& I 5 INSTALL SIX 78'PCC FLUSH CURB 7960FL 7986 TOE 186.4 FL / \ 4 n �- o 1STOPS - - - F 1 JI 6.0' I © INSTALL B "PCC CURB PER SORSD G -1 777 / D Q 196..6 FG OFSLOPE - - Od 90 IW \ I - f 19B3TOP o O7 INSTALL B 'PCCCURBANGGUTTER PE SORSO G-2; DEEPEN CURBAS NECESSARY I - 788.8 FG 31 1986. l d 'ice D X OF SLOPE ._i ._1817 p, gTDECORAiIVE P,9VER5 PER0ETAIL SHEETS I _ - - -_ _\ -' -. _;:. , .. }'_ • I _ . "_I• '._� �' ® 796.570 _ _ _ �. ._ BREAK /.. _ _ _ __. _ ". - 1933FG I Q IN z - ,.1 19571EO I 1 a d 197.98 f99.0 FS (TYRI d D'IJ, 13 /' °- I I 198.3FG Q9aQ Og CONSTRUCT WING TYPEHE40WAU PERSORSOO-31; INSTALL 4'WIDEX4'LONG, 1.1 1�.55IE I 4 - a I _ °, � �\ y1 1 D Fi THICK ROCKRIPRAPENERGYDISSIPATOR PER SORSO D-0O 19595 ft .25.0' LOTS f96.6F-G I _ r) _ --- / �.} , ° I _ _ o �d N o f0 CONSTRUCTTYPEA STRAIGHTHEAOWAL L PER BORS0030; INSIALL4WIDEX4' ,o 'd �pG L/1 �3 �. LONGf1 FTTHICKROCKRIPRAPENERGYDISSIPATOR PER SDRSD D40 FF= 197.3 197.2 FS I d 108 TCd ':D NI ) \ °.. ®1878 FC.� I pm p - `.•R'yp I Y PAD =196.6 1973F5 _ if INSTALL MODIFIED BLONGX5 WIDEX057HICKWINGLESS TYPE B SUMP CURB ' d \ INLET PER SDft5D 607 WITH B 'DEPRE5510NATOPENING ISM 79 � j B � � 4190.8lE 11 f2 INSTALLTYPEAPCQ BROWOITCH PER SOR3D 475 1.0 %MIN 1 ,I - d " 4Q19fi3 ,� 798.3 TOP 1 4p / I /.0% -' / �`1 V� p3- j t i (�1 f 4- \ � � d g6 ' 4 oI � � W OF�� ! f3 INSTALL IT THICK, 5'TALL BLOCK SCREEN WALL '0 7955 FL - IBBBFS TYP D a O1 ) - - ,- 14 85 F6 7 O .. 193.BFG ( d / '4. / $ d _ -_ -- -- ./9B.7FS - -- _ - -_ fO4 CONSTRUCTMASONRY RETAINING WALL PER SORSD C42 PIM ` 1973F5 'a ° ' 3' -. I' 4'7,¢ "1959y,�7C SEbVCftCO ,I IYI �T92r83. 1( SEWERCO.'. {)1f v,I i•1 y9 9F5 4 � �d d ` i5 CONSTRUCT MASONRY RETAINING WALL PER SORSO C-04 D A,Y4, 19575fSp 19 "; E sl. 3 19261E ' 1 5 FP %` 18 CONSTRUCTMASONRYRETAINING WALL PER SHEET 11 .d D d ' D@ 185.6FG - C7 - M ,5 i 55 e 11�i #fitYl,. i Cm ' Q 18 BF3 ` -< �� / S i] INSTALL B'TALL SOUND WALL (NONRETAINING) '� 86.8 F$ 3 & v ' p7.� -fed 97 '� - N �� M M -fir - M M 1f i (ILA M ] i8 INSTALL "NOPARKINGFIRELANE"SIGN \1 \ - - \ S l '•• l 1887 F, 1 iB CONSTRUCTMASONRYRETAINING WALL PER SORSO CQ5 •� � � I 1B51F5 � .... --- I s �' S _ - MOONSTONE COURT 1ss.aFL �. eLOTA) r 912 \ 3-r ; 7 INSTALL I7PVC GRAPHICSGALE i' =10' _ 186.6 TOP STORM DRAIN �.BZ ' i �j I ,505 S L; : H\ 9T \ OFSLOPE @2.086: )AIL SH ETB y 12 .I SEIIY PLO 1° 19 0� ZAy, s i•i I sT "iI r • a: 3-Z.,,(. iI 192' I� n „ . >s> 70 8 18 20 30 4 I �' it jr lr - r y' y - �9 , �� " 9 n it ; 1r ® Q?GFE S/ 97. �x�0 �µ CLq,k MATCHLINE.' SEE SHEET 4 TOTALALLOWABLEIMP AREA (SF) twm � 1PLAN VIEW- GRADING PLAN (LOTSB -11) IMP. AREA PERMITTED ASSUILTIMP. TOTAL ALLOWABLE ALAIABLEIMP. LOT# No. 8035fi HEREON (SF) AREA(SF) IMP.ARFA (SF) REA REMAINING (SF) z RET UTTER SCALE i' =10' 8 3773 4428 653 P. 12%31/20 - & ASSOCIATES 9 gggq 5810 8511 ,°, ,p CNIL OIOINEENING♦ LAND PIARNIXD•WID BUR4fl'IMO CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DtJIGNtU tlY: DRAWN BY: GHECKL a3-: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. PARTIAL AS- GUILTS -LOT 3,411,12,13 SRN 6 -19 -20 DESCRIPTION: STATION"134WCCS1" LOCATION: 2.5' DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS I INT. I DATE PLANS PREPARED UNDER SUPERVISION OF DATE: IL-3 -18 / / R.C.E. NO.: 80356 NG �- �jy TYLERG LAWSON EXP.: 1213120 RECD AP ROV D: STEVE WA,,Kff qI _WARD J. MER i C[' I 1 L ZO DATE DATE GRADING PLAN (LOTS 8- 11) FOR' ALIA DEVELOPMENT- 7641782 LEUCADIA BLVD APN: 254 - 362 -13, -14, & -45.00 PLANNINGCASENO: 14- OB9TMDBIDR /CDP /EIA 13866 -G PUBLIC WORKS TYLER G LAWSON DATE PLANNING AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178_543' DATUM: NAVD88 EDWARD J. WIMMER DATE REVIEWER INSPECTOR SHEETS OF 12 PLEA 2063- h W Lu 2 W Lu Z Q EXISTING PCC RIBBON GUTTER TOREMAIN DECORATIVE PAVERS TO BE MAINTAINED BY HOA IN PERPETUITY PER ENCROACHMENT MAINTENANCEAND REMOVAL AGREEMENT DOC# 7.011- o018H14 DATED of I6 IA EXISTING6'VCP SEWERMAW (205.7R) -.. TO REMAIN DESCRIPTION APPROVED DATE BENCHMARK JILTS - LOT 3, 4, 11, 12, 13 SRN 6 -19 -20 DESCRIPTION: STATION "134WCGS7" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE 3TEASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROB 18416 ELEVATION: 178.543' DATUM: NAVD8B / ACDRIVEWAY EXISTING OVERHEAD 4-m UNDER ROUND UNDERGROUND _ (206.17W) (T06.iBW) ' 210.0 TOP FNC WYE /SD C.O. PERK PLAN, 1975 TG 120W"AREA DRAINPERJ PLAN, 196.4 TG 12- KIZAREA ORAINPBT� PLAN; 199.0 TG WYETSOC.O. ZGO 05 F9 TOIPORARY 200dF 1966 FS \ \ \ \ \AC NRKINC .� FPRY, ARK go— 96 PLAN VIEW - SALES TRAILER / TEMPORARY PARKING EXHIBIT SCALE'i'=20'HORIZONTAL C o d A ` 1p MATCHLINE: SEE SHEET 3 Z _ PLAN VIEW - GRADING PLAN (LOTS 12 -13) SCALE: 1' =1B AS -BUILT APPROVALS TYLER G LAWSON DATE cuvvmmu J. vvimmmm VAIM 1 REVIEWER PRIVATE ROADAND DRAINAGE FACILITIES MAINTAINED BYHOA PER PRIVATE ROAD MAI NTAI NENCE AGREEMENT DOC #..2019- 0001128 DATED 01 /o9 /I� —� QTY G�N TOTAL ALLOWABLE IMP. AREA (SF) LOTS IMP.AREAPERMITTED HEREON(SF) AS4UILTIMP. AREA (SF) TOTALALLOWABLE AVAILABLEIMP. 12 4150 4,150 10 13 2895 2895 30 DIVISION APPROVALS DATE: )l 8 R.C.E. NO.: 80358 ST�EVE�2FI[b�WAK� f -a9 -I4 EXP.: 12131/20 DATE ' it -N I \ EXISTING EASEMENT NOTES O7 BAN DIEGO GASAND ELECTRICCOMPANYHOLDER OFANEASEMENTFORAERIAL AND UNDERGROUND PUBLIC U77LMESAND INCIDENTAL PURPOSES RECORDED DECEMBER 14, 1950AS DOCUMENTNO. 1420430E OFFIC14L RECORDS O2 SAN DIEGO GASAND ELECTRIC COMPANY HOLDER OFAN EASEMENT FOR UNDERGROUND FACILITIESANDAPPURTEMWES FOR THE TRANSMISSIONAND DISTRIBUTION OF ELECTRICITY, AND COMMUNICATION WILITIES, AND APPURTENANCESAND INCIDENTAL PURPOSES RECORDEDAPRIL 23,199BAS OOCUMET NO. 9W3247 OF OFFICIAL RECORDS. (NOTPLOTTABLE) PROPOSED EASEMENT NOTES Q1 INDICATES EASEMENT FOR WATER LINES ANOAPPUR NANCES TO THE SAN DIEGUITO WATER DISTRICT PER FINAL MAP 1L3�/ �2 INDICATES PUBLIC EASEMENT FOR PRIVATE STREETS TO THE CITY OF ENCINITAS PERFINALMAP 16347. 3] INDICATES PUBLIC GENERAL UTILITY EASEMENT TO THE CITY OF ENCINITAS PER FIN4LM4P�q. INDICATESPUBLIC PEDESTRLANACCESSEASEMENTTOTHECINOFENCINWASTO BE MAINTAINEDBYHOAPERFIN4L MAP 163'17. Q INDICATES PORTIONS OF LEUCADIA BOULEVARD FOREASEMENTFOR PUBLIC RIGHTOFWAYTOTHECITYOFENCINITASPERFINALMAP IM, 7 . © INDICATESPRIVATE STORM WATER FACILITYEASEMENTFOR STORM WATER TREATMENTANDFLOWCONTROL PURPOSES FOR THESENEFITOFLOTS 1 -13AND LOTATOBEGRANTEDORRESERVEDATT7MEOFSALEOR TRANSFEROFT .. D INDICATES PRIVATEDRAINAGEEASEMENTF ORFOR THESENEFTFOFLOTS 14 TO BE GRANTED OR RESERVEDAT77ME OF SALE OR TRANSFER OF TOLE. IJ INOICATESPRIMA DRAIWGEEASEMENTFORTHEBENEFITOFHO M BEGRANTED OR RESERVEDATTIME OFSALEOR TRANSFER OF TITLE �9 INDICATES PRIVATEDRAINAGE EASEMENT FORTHEBENEFIT OFLOTS i- 13ANDATO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OFTRLE i(tl INDICATES PRIVATE LANDSCAPEEASEMENTFOR THEBENEFROF HOAAND TO BE GRANTEDAT TIME OF SALE OR TRANSFER OF TIRE, WHICHEVER OCCURS FIRST i 1 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP 1047 CONSTRUCTION NOTES Oi EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE IF MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BYA LICENSED LAND SURVEYORANDA CORNER RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY. O2 INSTALL 12"X 12-AREA DRAIN BYNDS ORAPPROVED EQUAL O3 INSTALL 12'X 12' BROOKS BOX (WITH STEEL COVER) O4 INSTALL 12 -ARE4 DR4IN WITH 3' PVC SORSD D-27 SIDEWALX UNDER DRAIN O5 INSTALL 6'X 16' PCC RUSH CURB © INSTALL 6'POC CURB PER SORSO &I O INSTALL 6' PCC CURB AND GUTTER PER SORSD G$ DEEPEN CURB AS NECESSARY TO EXTEND BENEATH PAVER SECTION O INSTALL DECORATIVE PAVERS PER DETAIL SHEETS O9 CONSTRUCT WING NPEHF40MLL PER SDRSO DS4'INSTALL TWIDEX4' LOW 1.1 FT THICKROCK RIP RAP ENERGYDISSIPATOR PER SORSO D40 10 CONSTRUCT TYPEASRAfGHTHE40WALL PER SORSO D, 30; INSTALL 4'WIOEX4' LONG, 1.1 FTTHICKROCKRIP RAPENEROYDISSIPATOR PER SDRSD D-00 11 INSTALL MODIFIED 6' LONG X Y MIME X 0.5' THICK WINGLESS TYPES SUMP CURB INLET PER SDRSD D a2 WRH 6' DEPRESSIONAT OPENING 12 INSTALL TYPEA PCCBROW DRCHPER SORSO U-75 N 1.0% MIN 13 INSTALL 60 THICK 5 TALL BLOCK SCREEN WALL 74 CONSTRUCT MASONRY RETAINING WALL PER SDRSD CO2 75 CONSTRUCT MASONRY RETAINING WALL PER SDRSD C-04 iB CONSTRUCT MASONRY RETAINING WALL PER SHEET 11 17 INSTALL 6' TAL15 OUND WALL (NON- RETAINING) 18 INSTALL WO PARKING FIRE LANE -SIGN III IMP.AREA(SF) REAREMAINING(SF) UU pASCO LARET SUITER 1805 s5s3551 s5s — & ASSOCIATES DML MOINURIM +LAND PLAxNIM +LAND SURAMNO W Nwlh Nlghmy IDL SU A. Solm Buch. CA 92075 ph $58.259.82121 & 938.259M101 pbuo$i ze g.wm CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN (LOTS 12 -13) FOR: _ ALIA DEVELOPMENT - 7641 782 LEUCADIA BLVD 13866 -G APN: 254. 362 -13, -14, & -45 -00 PLANNINGCASENO'. 14-068TMDB /DR/COPTEIA SHEET OF 12 PLSA 2083 -03 n w U i W Qmm N � W W OWN m P n Omm Dim ¢omit ama GRAPHICSCALE i " =10' 10 0 10 20 30 IMP.AREA(SF) REAREMAINING(SF) UU pASCO LARET SUITER 1805 s5s3551 s5s — & ASSOCIATES DML MOINURIM +LAND PLAxNIM +LAND SURAMNO W Nwlh Nlghmy IDL SU A. Solm Buch. CA 92075 ph $58.259.82121 & 938.259M101 pbuo$i ze g.wm CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN (LOTS 12 -13) FOR: _ ALIA DEVELOPMENT - 7641 782 LEUCADIA BLVD 13866 -G APN: 254. 362 -13, -14, & -45 -00 PLANNINGCASENO'. 14-068TMDB /DR/COPTEIA SHEET OF 12 PLSA 2083 -03 n w U i W Qmm N � W W OWN m P n Omm Dim ¢omit ama -J + CO (p U U Co + ,� y i v � °ji � n ° 1d �1 h o N c o t- U - .1. \ _�11 CO � t11 lLl aim LOT 11 Cn m N LOT 12 _ -) d a1610'P ' C dd D Cn LOT8 S LSJ u ' a � d 'd u COMMENTS ad t T31 d ' - Cp PRIVATE ROAD 2 D1403743" 51.06' 200.0' LOT LOT5 �.. - ' 4. -- 06 o o ^� N SEWER AND WATER SHOWN HEREON o o W � J �QoP ^ 9 °o ti p U 191.0 A 4D 4.5 N �111 FOR REFERENCE ONLY REFER TO N TO N 91.09 8 PVC SDR -35 0.5 197.34 198.26 n 190.15 189.8 ° LOT 7 SEPARATE IMPROVEMENT PLAN 13866 -1 °o 2 ? TO PROP #4 ire 0 8 J 0.5 198.26 198.35 189.7 ¢ 188.8 FOR CONSTRUCTION (TYP.) ate+ 9.75 2 SF " °ail,- "�.f.` *. LOT 10 ¢ ° F + °ro t N PVC SDR -35 LOT 13 m 197.20 w APN: 254- 362 -13, 14, & 45 ' ' y -J + CO (p U U Co + ,� y i v � °ji � n ° 1d �1 h o N c o t- U - .1. \ _�11 CO � t11 lLl aim LOT 11 Cn m N LOT 12 _ -) d a1610'P ' C dd D Cn LOT8 S 0 ow n o rn o0 r LOT6 Q O y U � U ADDITIONAL EASEMENT NOTES 11 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP 12 INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE CHANGE NO. DESCRIPTION I APPROVED DATE d,D d D LSJ u ' a � d 'd u COMMENTS ad t T31 d ' - Cp PRIVATE ROAD 2 D1403743" 51.06' 200.0' Cp PRIVATE ROAD LOT5 �.. - ' 4. -- 06 i ti w o o N y 5 o W � 180.75' �QoP A-4 U � p U 191.0 A 190.15 4.5 7.19 �111 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 197.34 198.26 n 190.15 189.8 189.7 LOT 7 8.66 2 2 PROP #3 TO PROP #4 ire 0 8 PVC SDR -35 0.5 198.26 198.35 189.7 189.6 188.8 188.6 8.66 9.75 2 SF " °ail,- "�.f.` *. TO PROP #5 9633 8 PVC SDR -35 1 0.5 _ 0 ow n o rn o0 r LOT6 Q O y U � U ADDITIONAL EASEMENT NOTES 11 INDICATES PUBLIC SEWER EASEMENT TO THE CITY OF ENCINITAS PER FINAL MAP 12 INDICATES PRIVATEACCESS EASEMENT FOR THE BENEFIT OF HOA AND TO BE GRANTED OR RESERVED AT TIME OF SALE OR TRANSFER OF TITLE CHANGE NO. DESCRIPTION I APPROVED DATE d,D d D LSJ u ' a � d 'd u COMMENTS ad t T31 d ' - Cp PRIVATE ROAD 2 D1403743" 51.06' 200.0' Cp PRIVATE ROAD LOT5 �.. - 40.95' -- 06 i ti w o o N y 5 o W � 180.75' �QoP A-4 U � p U 191.0 d -16"b ,0 ,x LOT4 0 O CENTERLINE DATA TABLE (PRIVATE ROAD) 14 DELTA /BEARING LENGTH u COMMENTS <1> N00` 43' 07 E 109.61' - Cp PRIVATE ROAD 2 D1403743" 51.06' 200.0' Cp PRIVATE ROAD 3 �.. - 40.95' -- 4 .Y 51.07' 200.0' CL PRIVATE ROAD 5 N00" 43' 13 E 180.75' - A-4 1965 � 28.00' 191.0 A 190.15 4.5 7.19 �111 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 197.34 198.26 I 190.15 189.8 189.7 _ 8.66 2 2 PROP #3 TO PROP #4 ire 0 8 PVC SDR -35 0.5 198.26 198.35 189.7 189.6 188.8 188.6 8.66 9.75 2 SF " °ail,- "�.f.` *. TO PROP #5 9633 8 PVC SDR -35 1 0.5 _ 197.20 188.8 �� 187.9 - 9.75 1 9.3 2 3 9" o w o LOT 2 cc LOT 1 r- it LOT 3 cc o C/) + ¢ U K PLAN VIEW - PRIVATE ROAD SCALE: HORIZ 1 " =20' ti O CENTERLINE DATA TABLE (PRIVATE ROAD) LINE DELTA /BEARING LENGTH RADIUS COMMENTS <1> N00` 43' 07 E 109.61' - Cp PRIVATE ROAD 2 D1403743" 51.06' 200.0' Cp PRIVATE ROAD 3 N13" 54' 35 "W 40.95' -- PRIVATE ROAD 4 D1403749" 51.07' 200.0' CL PRIVATE ROAD 5 N00" 43' 13 E 180.75' - CL PRIVATE ROAD BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 `Q �� I ' q 4d V g7 � M 10 00 QQ 'd I (1) D I - °o Q j Ur + � I 4 t l� e ' D ' i PUBLIC SEWER MANHOLE DATA TABLE - SEE 13866 -1 MANHOLE ID NUMBER PIPE LENGTH (FEET) PIPE DIA. (INCHES) PIPE MATERIAL SLOPE (%) MH RIM EL. (FEET) ) UPS MH INVERT EL. (FEET) .- DOWN MH INVERT EL. (FEET ) MH DEPTH (FEET) - NO. OF LINES THROUGH MH UPS D14" 3749" DOWN UPS DOWN IN OUT IN OUT UPS DOWN UPS DOWN PROP #1 TO PROP #2 152.60 8 PVC SDR -35 0.5 1965 197.34 28.00' 191.0 190.25 190.15 4.5 7.19 1 2 PROP #2 TO PROP #3 91.09 8 PVC SDR -35 0.5 197.34 198.26 190.25 190.15 189.8 189.7 7.19 8.66 2 2 PROP #3 TO PROP #4 156.37 8 PVC SDR -35 0.5 198.26 198.35 189.7 189.6 188.8 188.6 8.66 9.75 2 2 PROP #4 TO PROP #5 9633 8 PVC SDR -35 1 0.5 198.35 197.20 188.8 188.6 187.9 - 9.75 1 9.3 2 3 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: B 13AK I TGL INT DATE PLANS PREPARED UNDER SUPERVISION OF TYLER G LAWSON DATE PUBLIC WORKS DATE: 12-3-10 PLANNING R.C.E. NO.: 80356 EDWARD J. WINNER DATE REVIEWER e INSPECTOR TYLER G LAWSON EXR: 12/31/20 n o �o `r o c _ co h Q Cr tw- w Z INSTALL 6" PCC C &G PER SDRSD G -2 ENGINEERING DIVISION APPROVALS )K ftEp9 . APPROVED: STEVE NOWAK EDWARD JVJIMMER DATE DAT ❑ CURB DATA TABLE LINE DELTA /BEARING RADIUS LENGTH COMMENTS L 1 N00" 43' 13 "E - 120.77' *6" G -2 CURB & GUTTER �1 D14" 3749" 182.00' 46.47' *6 "G -2 CURB & GUTTER © N13" 54'35 "W - 40.95' *6" G -2 CURB & GUTTER © D14037'43" 218.00' 55.66' *6" G -2 CURB & GUTTER L3 N00" 43'07'F - 65.11' *6" G -2 CURB & GUTTER ® DW 02'55" 28.00' 21.53' *6" G -2 CURB & GUTTER ® D126'09'06' 36.00' 79.26' *6" G -2 CURB & GUTTER ® DMV 56'40 36.00' 89.19' *6 "G -2 CURB & GUTTER D44 °0 2 5 6 28.00' 21 -53' * 6 r - 2 CURB & G U TTE R ® N00° 43'07'W - 65.11' *6" G -2 CURB & GUTTER D14* 37' 43" 182.00' 46.47' *6"G-2 CURB & GUTTER L5 N13" 54'35-W - 40.95' *6" G -2 CURB & GUTTER ® N14" 37' 49"W 218.00' 55.66' *6"G-2 CURB & GUTTER L6 N00" 43' 13 "W - 120.75' *6" G -2 CURB & GUTTER TEMPORARYAC PAVEMENT TO PROTECT PCC/ GUTTER EDGE BASEAC PAVEMENT LAYER DURING CONSTRUCTION ALL EXISTING MONUMENTS TO BE PROTECTED IN PLACE. ANY MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND PROPER DOCUMENTATION SHALL BE FILED WITH THE COUNTY RECORDER. PCC PROPOSED W LEUCADIA BLVD RIGHT -OF -WAY TO MATCH AND BE CONSISTENT WITH LEUCADIVA BLVD STREETSCAPE. REFER TO SEPARATE LANDSCAPE PLAN FOR COLORAND FINISH *NOTE: 6"G-2 CURB & GUTTER TO BE I INSTALLED OVER 6g CLASS 11 AGGREGATE BASE MATERIAL GRAPHICSCALE 1'= i r i 20 40 60 Q' 6" CLASS II AB MIN OVER NATIVE No. 80356 SUBGRADE COMPACTED TO Exp. 12/31/20 95% REL. COMP. " TYPICAL DETAIL - TEMPORARYAC �TgTF C/rI\ \F�i SCALE: NTS -� & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 151, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plasengineering.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PRIVATE ROAD SURFACE IMPROVEMENT PLAN FOR: ALIA DEVELOPMENT - 7641782 LEUCADIA BLVD APN: 254- 362 -13, -14, & -45 -00 PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA PLSA 20834 LOT 11 TOP OF SLOPE EXISTING %GRADE - III F EXIST )GE ESMT 5.0' PR( DRAIN.II ESI APN: 254- 362 -63 -00 SECTION A -A NOT TO SCALE 30.2' CONSTRUCT PCC BROW DITCH TYPEA PER SDRSD D-75 Q1.0% MIN (TYP.) SECTION D -D NOT TO SCALE 5.7' q' R 8" MIN (TYP.) FS = PER 6' EXIST PLAN PAD = PER PLAN P,0% z.3' MIN APN: 254 - 362 -83 -00 �I TOP SLOPE; FG =193.5 EXISTING PROPOSED i i li FOOTING J GRADE (192.1 FG) o APN: 254-362-64-00 - GRADE 2 - - - BMP BASIN 191.5 FG TYPICAL DETAIL - DRAINAGE ADJACENT TO MAN DOOR (1957 Bw) DRAIN. ESMT �••� TOP SLOPE; I'^ 203.25 I EXISTING I (203.25 FG) GRADE -- .- LOT9 � L. (FG= 195.6). FF = 198.7 TOE SLOPE; S�O� G� -}' I I CONSTRUCT TYPEA PAD = 198.0 198.0 - FOOTING EMBEDMENT > PCC BROW DITCH PER __ _ EXISTING II SDRSD D -75 GRADE 2.30 WIDE RAISED = _ - INSTALL BMP BIOFILTRATION EXISTING FREE -- BASIN PER DETAIL TANDING WALL SHEET2 CONSTRUCT PCC BROW DITCH TYPEA PER SDRSD D-75 Q1.0% MIN (TYP.) SECTION D -D NOT TO SCALE 4.2' TO F TALL WOOD WALL FACE PRIVACYFENCE EXISTING X (TW =203.6) GRADE BW=200 APN.' 254-36246-00 LOT 13 - - - FF = 200.7 1(� PAD 200.0 TEMPORARY I:1 CUT SLOPE TO INSTALL RETAINING WALL INCREASE EMBEDMENT DEPTHAS NECESSARY TO _ TEMPORARY VERTICAL AVOID SURCHARGE CUT TO INSTALL ON WALL FOOTING RETAINING WALL CONSTRUCT MASONRY RETAINING WALL PER DETAIL SHEET 11 SECTION B -B NOT TO SCALE 9.6' 4' T R I CAP UNIT PER APN.' 254- 36246 -00 RETAINING WALL 4.7570 ® PLAN SHEETS II -13 WALL FACE 2,0' f PRIVATE ROAD CONSTRUCT 6" THICK, FTALL H= EXPOSED (LOT A) BLOCK SCREEN WALL; TRENCH HEIGHT OF WALL FOOTING PER DETAIL SHEET 11 BW = BOTTOM OF WALL CONSTRUCTAC DRIVEWAY; EXISTING AT FINISHED GRADE TW =200.7 (fG= 201.2) MINIMUM4 "AC OVER GRADE BW =199.3 6" CLASS II AB OR PER GEOTECH RECOMMENDATION - 9" - 2.0% 2.0% _ Q TEMPORARY VERTICAL ' CUT TO INSTALL RETAINING WALL INSTALL 6" PCC TEMPORARY 1:1 CUT CURB & GUTTER SLOPE TO INSTALL PER SDRSD G -2 RETAINING WALL I CONSTRUCT MASONRY IRRIGATION METER BOX BEYOND RETAINING WALL PER DETAIL SHEET 11 SECTION C -C NOT TO SCALE LEUCADIA BLVD CONSTRUCT SOUND WALL; SOUND WALL SHALL BE 6'ABOVE PAD VARIES PER PLAN C) a R 8" MIN (TYP.) FS = PER 6' EXIST PLAN PAD = PER PLAN P,0% z.3' MIN REFERENCE ONLY CONTRACTOR SHALL REFER TO SEPARATE SDGEESMT PAD 200.5 PROPOSED i i li FOOTING J D PER PLAN 200.5 TIN APN: 254-362-64-00 TO BUILDING BEYOND GRADE LANDING AT MAN 5.0' PROP TYPICAL DETAIL - DRAINAGE ADJACENT TO MAN DOOR (1957 Bw) DRAIN. ESMT �••� TOP SLOPE; I'^ 203.25 I EXISTING I (203.25 FG) GRADE -- .- LOT9 � L. (FG= 195.6). FF = 198.7 TOE SLOPE; S�O� G� -}' I I CONSTRUCT TYPEA PAD = 198.0 198.0 - FOOTING EMBEDMENT > PCC BROW DITCH PER FOR REFERENCE ONLY EXISTING II SDRSD D -75 GRADE 2.30 WIDE RAISED _ - PLANTER,- FG =200.5 EXISTING FREE TANDING WALL CONSTRUCT MASONRY TO BE REMOVED ._.i._ RETAINING WALL PER SDRSD C -04; 195.2 TF _ SECTION E -E NOT TO SCALE 4.2' TO F TALL WOOD WALL FACE PRIVACYFENCE EXISTING X (TW =203.6) GRADE BW=200 APN.' 254-36246-00 LOT 13 - - - FF = 200.7 1(� PAD 200.0 TEMPORARY I:1 CUT SLOPE TO INSTALL RETAINING WALL INCREASE EMBEDMENT DEPTHAS NECESSARY TO _ TEMPORARY VERTICAL AVOID SURCHARGE CUT TO INSTALL ON WALL FOOTING RETAINING WALL CONSTRUCT MASONRY RETAINING WALL PER DETAIL SHEET 11 SECTION B -B NOT TO SCALE 9.6' 4' T R I CAP UNIT PER APN.' 254- 36246 -00 RETAINING WALL 4.7570 ® PLAN SHEETS II -13 WALL FACE 2,0' f PRIVATE ROAD CONSTRUCT 6" THICK, FTALL H= EXPOSED (LOT A) BLOCK SCREEN WALL; TRENCH HEIGHT OF WALL FOOTING PER DETAIL SHEET 11 BW = BOTTOM OF WALL CONSTRUCTAC DRIVEWAY; EXISTING AT FINISHED GRADE TW =200.7 (fG= 201.2) MINIMUM4 "AC OVER GRADE BW =199.3 6" CLASS II AB OR PER GEOTECH RECOMMENDATION - 9" - 2.0% 2.0% _ Q TEMPORARY VERTICAL ' CUT TO INSTALL RETAINING WALL INSTALL 6" PCC TEMPORARY 1:1 CUT CURB & GUTTER SLOPE TO INSTALL PER SDRSD G -2 RETAINING WALL I CONSTRUCT MASONRY IRRIGATION METER BOX BEYOND RETAINING WALL PER DETAIL SHEET 11 SECTION C -C NOT TO SCALE LEUCADIA BLVD CONSTRUCT SOUND WALL; SOUND WALL SHALL BE 6'ABOVE PAD R 6' EXIST SDGEESMT 5.0' PROP APN: 254 - 362 -64 -00 DRAM CONSTRUCT TRANSFORMER ( I EXISTING AC PAVEMENT PAD PER SDG &E STANDARDS TO REMAIN 206.7 TIN 204.0 B W EXISTING GRADE - - - - - 2:1 SLOPE 2 'OPT 201.0 TW BEYOND G� 198.38W it TIN = TOP OF WALL AT FINISHED SURFACE MIN. 0.5' EMBEDMENT OR PER RETAINING WALL PLAN SHEETS 11 -13; MIN 7' TF = TOP OF TO DAYLIGHTADJACENT FOOTING TO SLOPES (TYP.) TYPICAL DETAIL - RETAINING WALL NOT TO SCALE CONCRETE INTERLOCKING PAVERS 6 "X 16" PCC FLUSH CURB OR DEEPENED G -1 CURB BEDDING COURSE -1 "THICK SAND LEVELING BASE MIN. 6" THICK OF 314" CRUSHED ROCK SOL SUBGRADE-`�` TYPICAL DETAIL - DECORATIVE PAVERS NOT TO SCALE 6" -12" Typ LANDSCAPED BERM AT TOP OF SLOPE; 6" MIN (TYP.) PRIVATE LOT DRAINAGE PER PLAN ��i.1yPl t r SECTION 1 -1- TYPICAL DETAIL - TOP OF SLOPE NOT TO SCALE R / VARIES PER PLAN C) a 5'- 10' TYP. 8" MIN (TYP.) FS = PER LOT 1 PLAN PAD = PER PLAN P,0% z.3' MIN REFERENCE ONLY CONTRACTOR SHALL REFER TO SEPARATE Q 0 0 PAD 200.5 PROPOSED i i li FOOTING J D PER PLAN 200.5 TIN FF = 201.2 TO BUILDING BEYOND GRADE LANDING AT MAN DOOR PER PLAN TYPICAL DETAIL - DRAINAGE ADJACENT TO MAN DOOR (1957 Bw) �••� -- 2�0 1�' i { , 1 i I / y ° (FG= 195.6). FOOTING EMBEDMENT FOR REFERENCE ONLY EXISTING GRADE 2.30 WIDE RAISED PLANTER,- FG =200.5 EXISTING FREE TANDING WALL CONSTRUCT MASONRY TO BE REMOVED RETAINING WALL PER SDRSD C -04; 195.2 TF _ SECTION E -E NOT TO SCALE R 6' EXIST SDGEESMT 5.0' PROP APN: 254 - 362 -64 -00 DRAM CONSTRUCT TRANSFORMER ( I EXISTING AC PAVEMENT PAD PER SDG &E STANDARDS TO REMAIN 206.7 TIN 204.0 B W EXISTING GRADE - - - - - 2:1 SLOPE 2 'OPT 201.0 TW BEYOND G� 198.38W it TIN = TOP OF WALL AT FINISHED SURFACE MIN. 0.5' EMBEDMENT OR PER RETAINING WALL PLAN SHEETS 11 -13; MIN 7' TF = TOP OF TO DAYLIGHTADJACENT FOOTING TO SLOPES (TYP.) TYPICAL DETAIL - RETAINING WALL NOT TO SCALE CONCRETE INTERLOCKING PAVERS 6 "X 16" PCC FLUSH CURB OR DEEPENED G -1 CURB BEDDING COURSE -1 "THICK SAND LEVELING BASE MIN. 6" THICK OF 314" CRUSHED ROCK SOL SUBGRADE-`�` TYPICAL DETAIL - DECORATIVE PAVERS NOT TO SCALE 6" -12" Typ LANDSCAPED BERM AT TOP OF SLOPE; 6" MIN (TYP.) PRIVATE LOT DRAINAGE PER PLAN ��i.1yPl t r SECTION 1 -1- TYPICAL DETAIL - TOP OF SLOPE NOT TO SCALE R / VARIES PER PLAN 5'- 10' TYP. 8" MIN (TYP.) FS = PER FF = PER PLAN PLAN PAD = PER PLAN P,0% - 77 MIN REFERENCE ONLY CONTRACTOR SHALL REFER TO SEPARATE Q 0 0 STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION. i i li FOOTING J GRADEADJACENT PER PLAN TO BUILDING BEYOND LANDING AT MAN DOOR PER PLAN TYPICAL DETAIL - DRAINAGE ADJACENT TO MAN DOOR NOT TO SCALE R CONSTRUCT SOUND 15' TO WALL FACE WALL; SOUND WALL SHALL BE 6'ABOVE PAD APN. 760-16545-00 LANDSCAPED BERM � ¢ LOT 1 AT TOP OF SLOPE; FF = 201.2 ISEE DETAIL THIS SHEET PAD = 200.5 PCC BROW DITCH °`- PER SDRSD D -75 Z's 12" PVC S.D. SD. \ \ 192.5 IE DRIVEWAY TO BMP BASIN OUT LOT 8 '7 - DRIVEWAY`S - 195.65 FS LOT7� 6'X5'X0.5'THICK MODIFIED TYPE B o CURB INLET PER S e 19555 FS.: SDRSD D-02 Z\ Z -\ LOT_- -- 195.8 FS �7_ LINE 1957FS -° G- 14ADWYj APRp* SECTION F -F NOT TO SCALE J OQ 194.85 FL 2. BUILDWG F _ - L- \ 194.85 FL ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL U) N > is J FOUNDATION PLANS FOR CONSTRUCTION. W o FG = 198.3 T MIN TO TOP OF APPROX LOCATION K da OF EXISTING GAS 195.05 FS/TC; BEGIN 195.55 TC Q N DAYLIGHT SLOPE TRANSITION TO 8" 195.0 FL BEYOND MAIN TO REMAIN DG c J x co ` DEPRESSIONAT CURB 195.55 TC 195.1 FSITC, BEGIN O . Ln PATH INLETOPENING 194.9 FS TRANSITION TO 8" ROEESS /p U z CONSTRUCT MASONRY CONSTRUCT MASONRY 195.2 DEPRESSIONAT CURB �O eER G LA q! a a RETAINING WALL PER RETAINING WALL PER FSITC INLET OPENING SDRSD C 4; 197.5 TF SDRSD C -5; 200.0 TF 195.75 TC PRIVATE °' z No. 80356 r' SECTION G -G s \ 195.25 FS ROAD /�� Exp. 12/31 /20 m NOT TO SCALE SECTION H -H ' NOT TO SCALE TYPICAL DETAIL - SUMP CURB INLET CIvo- NOT TO SCALE 9jF OF CA V, CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 TYLER G LAWSO N AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. g BAK I TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO D APP OV D: DATE SECTION AND DETAILS FOR: PUBLIC WORKS DATE: 12-3 -1$ ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13866 -G PLANNING R.C.E. NO.: 80356 STE OWAKf EDWARD J. W ER APN: 254 - 362 -13, -14, & -45-00 EDWARD J. WIMMER DATE REVIEWER -la I - � -1 -1-T Z% SHEET 8 OF 12 INSPECTOR TYLER G LAWSON EXP.; 12/31/20 DATE DAT PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA PLSA 2083 -03 A O rn U x Q N Lu ADDITIONAL CONSTRUCTION NOTES ~ m 00 1. FOOTING TYPEAND EMBEDMENT DEPTH SHOWN HEREON FOR UZrn N REFERENCE ONLY CONTRACTOR SHALL REFER TO SEPARATE Q 0 0 STRUCTURAL FOUNDATION PLANS FOR CONSTRUCTION. w OUNDATION SECTION SHOWN HEREON FOR REFERENCE �' 194.85 FL 2. BUILDWG F _ - L- \ 194.85 FL ONLY. CONTRACTOR SHALL REFER TO SEPARATE STRUCTURAL U) N > is J FOUNDATION PLANS FOR CONSTRUCTION. W o FG = 198.3 T MIN TO TOP OF APPROX LOCATION K da OF EXISTING GAS 195.05 FS/TC; BEGIN 195.55 TC Q N DAYLIGHT SLOPE TRANSITION TO 8" 195.0 FL BEYOND MAIN TO REMAIN DG c J x co ` DEPRESSIONAT CURB 195.55 TC 195.1 FSITC, BEGIN O . Ln PATH INLETOPENING 194.9 FS TRANSITION TO 8" ROEESS /p U z CONSTRUCT MASONRY CONSTRUCT MASONRY 195.2 DEPRESSIONAT CURB �O eER G LA q! a a RETAINING WALL PER RETAINING WALL PER FSITC INLET OPENING SDRSD C 4; 197.5 TF SDRSD C -5; 200.0 TF 195.75 TC PRIVATE °' z No. 80356 r' SECTION G -G s \ 195.25 FS ROAD /�� Exp. 12/31 /20 m NOT TO SCALE SECTION H -H ' NOT TO SCALE TYPICAL DETAIL - SUMP CURB INLET CIvo- NOT TO SCALE 9jF OF CA V, CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: STATION "134WCCS1" LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 TYLER G LAWSO N AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. g BAK I TGL INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO D APP OV D: DATE SECTION AND DETAILS FOR: PUBLIC WORKS DATE: 12-3 -1$ ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13866 -G PLANNING R.C.E. NO.: 80356 STE OWAKf EDWARD J. W ER APN: 254 - 362 -13, -14, & -45-00 EDWARD J. WIMMER DATE REVIEWER -la I - � -1 -1-T Z% SHEET 8 OF 12 INSPECTOR TYLER G LAWSON EXP.; 12/31/20 DATE DAT PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA PLSA 2083 -03 CHANGE ELAN VII: VV - SUIL BURIAL EXHIBIT I SCALE 1 "= 20'HORIZONTAL 1 i I 15.6' 10' FROM PL PAD = 197.6 FRONT YARD ? PROPOSED ? REAR CONTAMINATED YARD FSOIL BURIAL PROPOSED GEOTEXTILE/ GEOGRID FABRIC LAYER DESCRIPTION T- L IT1 0 37' MOONSTONE COURT (LOTA) 10' FROM PL 13' PRIVATE ROAD C0l1AITVADII PAD= 198.3 z PROPOSED g CONTAMINATED PROPOSED 8 "PVC SOIL BURIAL WATER MAIN PROPOSED 8 "PVC SEWER MAIN PROPOSED GEOTEXTILEI GEOGRID FABRIC LAYER SECTION A -A NOT TO SCALE APPcPR BENCHMARK ttOVED DATE (� _-J. Iti� I I — n D DESCRIPTION: STATION "134yvCCS 1" LOCATION: 2.5" DISK IN SDWK IN THI ELEVATION: 178.543' DATUM: AS -BUILT APPROVALS TYLER G LAWSON DATE EDWARD J. WIMMER DATE INT. I DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: Z ! ) -is PLANNING . «; R.C.E. NO.: 80356 REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 4. THE PRIVATE STREET LOTAND BIORETENTION BASIN SHALL NOT BE DEVELOPED WITHANYSTRUCTURES OR GRADINGACTIVITIES OTHER THAN AS PERMITTED HEREIN. 5 THE SCOPE OF THE DEMOLITION PERMIT SHALL BE LIMITED TO THE REMOVAL OF THE EXISTING STRUCTURES. NO LAND DISTURBING ACTIVITY SHALL BE PERMITTED INASSOCIATION WITH THE DEMOLITION PERMIT, UNLESSA GRADING PERMIT IS ISSUED. 6 REFER TO SEPARATE FENCE, WALLAND CONSTRUCTION LANDSCAPE PLAN FOR SUBJECT PROPERTY FOR ENHANCED CONCRETE DRIVEWAY DESIGN, INCLUDING COLOR, DECORATIVE SCORE LINES, AND SAWCUT GRID PATTERN. ALL CONCRETE SHALL BE DAVIS SAN DIEGO BUFF, LIGHT ACID FINISH. ENGINEERING DIVISION APPROVALS (-k -Iq DATE F1l " v -a u r- r� u 1 A m r U w ("rl� r �j I m A:. u G I- tl f 1 y[ f I I _u �fN I J r� v i I rn _l 1 !1 j C1 I I I U, 1a i ti LEGEND PROJECT PROPERTY LINE EXISTING RIGHTOF- WAY /PROPERTYLINE CENTERLINE OF ROAD — PROPOSED CONTOUR LINE 200 EXISTING CONTOUR LINE - PROPOSED MASONRY RETAINING WALL PROPOSED SOUND WALL (NON- RETAINING) LIMITS OF GRINDAND OVERLAY I I I LOTNUMBER LOTI PAD ELEVATION PAD = 200.0 FINISHED FLOOR ELEVATION SOIL BURIAL AREA SOIL BURIAL CALCULATIONS """" "APPROX. VOLUME OF BURIAL ONSITE PLANNING DIVISIONADDITIONAL NOTES POTENTIAL SOIL BURIAL AREA 1. ALL GROUND - MOUNTED ELECTRICALAND MECHANICAL EQUIPMENT ENTOMBMENT NOTE SHALL BE SCREENED PURSUANT TO THE CONDITIONS OFAPPROVAL AND LOWEST U TIL I TY IN VER T ELEVATION TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT. *"TOP OF CONTAMINATED SOIL ENTOMBMENT SHALL REFER TO SEPARATE FENCE, WALL AND CONSTRUCTION LANDSCAPE BE 3' LOWER THAN THE LOWEST UTILITY OR T BELOW PLAN FOR SUBJECT PROPERTY FOR PROPOSED RETAINING WALL COLOR REAR ADJACENT FINISHED GRADE, WHICHEVER IS MORE AND FINISH MATERIALS PROPOSED. YARD 2. ALL EXISTING PLANTINGSALONG LEUCADIA BOULEVARD SHALL BE PROTECTED IN PLACEANDANYLANDSCAPING THAT IS DAMAGED OR DISPLACED DURING CONSTRUCTION SHALL BE REPLACED 1:1 TO MATCH THE EXISTING LANDSCAPE THEME OF THEAREA. 3. THE PRIVATE STREET SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT AS -BUILT APPROVALS TYLER G LAWSON DATE EDWARD J. WIMMER DATE INT. I DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: Z ! ) -is PLANNING . «; R.C.E. NO.: 80356 REVIEWER INSPECTOR TYLER G LAWSON EXP.: 12/31/20 4. THE PRIVATE STREET LOTAND BIORETENTION BASIN SHALL NOT BE DEVELOPED WITHANYSTRUCTURES OR GRADINGACTIVITIES OTHER THAN AS PERMITTED HEREIN. 5 THE SCOPE OF THE DEMOLITION PERMIT SHALL BE LIMITED TO THE REMOVAL OF THE EXISTING STRUCTURES. NO LAND DISTURBING ACTIVITY SHALL BE PERMITTED INASSOCIATION WITH THE DEMOLITION PERMIT, UNLESSA GRADING PERMIT IS ISSUED. 6 REFER TO SEPARATE FENCE, WALLAND CONSTRUCTION LANDSCAPE PLAN FOR SUBJECT PROPERTY FOR ENHANCED CONCRETE DRIVEWAY DESIGN, INCLUDING COLOR, DECORATIVE SCORE LINES, AND SAWCUT GRID PATTERN. ALL CONCRETE SHALL BE DAVIS SAN DIEGO BUFF, LIGHT ACID FINISH. ENGINEERING DIVISION APPROVALS (-k -Iq DATE F1l " v -a u r- r� u 1 A m r U w ("rl� r �j I m A:. u G I- tl f 1 y[ f I I _u �fN I J r� v i I rn _l 1 !1 j C1 I I I U, 1a i ti LEGEND PROJECT PROPERTY LINE EXISTING RIGHTOF- WAY /PROPERTYLINE CENTERLINE OF ROAD — PROPOSED CONTOUR LINE 200 EXISTING CONTOUR LINE - PROPOSED MASONRY RETAINING WALL PROPOSED SOUND WALL (NON- RETAINING) LIMITS OF GRINDAND OVERLAY I I I LOTNUMBER LOTI PAD ELEVATION PAD = 200.0 FINISHED FLOOR ELEVATION SOIL BURIAL AREA SOIL BURIAL CALCULATIONS """" "APPROX. VOLUME OF BURIAL ONSITE 3,150 CY POTENTIAL SOIL BURIAL AREA 61,800 SF AVERAGE DEPTH OF BURIAL 1.4 FT LOWEST U TIL I TY IN VER T ELEVATION 187.5 LOWEST DEPTH OF EXCAVATION 184.5 * *EXACT VOLUME TO BE DETERMINED DURING CONSTRUCTION SOIL BURIAL NOTES. NOTE.' THEACTUAL BURIAL LIMITS MUST BE FIELD SURVEYED, ANDA COVENANT RECORDED PRIOR TO ROUGH GRADEAPPROVAL * ADDITIONAL NOTES; APPLICANT/ CONTRACTOR SHALL PROVIDE PUBLIC NOTICING 3 WEEKS PRIOR TO DISTURBANCE OF CONTAMINATED SOIL PER CITY OF ENCINITAS ENGINEERING DESIGN MANUAL NOTICING REQUIREMENTS REMEDIAL ACTION PLAN NOTES 1. ALL APPLICABLE PROVISIONS OF THE REMEDIALACTION PLAN PREPARED BY STANTEC CONSULTING SERVICES, DATED SEPTEMBER 19, 2017, SHALL BE INCORPORATED INTO THE GRADING PERMIT BY REFERENCE, AS IF FULLY SET FORTH HEREIN. 2. ALLASBESTOSABATEMENT PROCEDURES PROCEDURES SHALL FOLLOW THE RECOMMENDATION OUTLINED IN THE PRE- DEMOLITIONASBESTOSAND LEAD -BASED PAINT SURVEY PREPPRED BY STANTEC CONSULTING SERVICES, DATED DECEMBER 20, 2017, AS IF FULLY SET FORTH HEREIN. REFER TO REMEDIALACTION PLAN TITLED "REMEDIAL ACTION PLAN FOR PESTICIDE - IMPACTED SOILS, PROPOSED RESIDENTIAL DEVELOPMENT 782 LEUCADIA BOULEVARD" PREPARED BY.- STANTEC CONSULTING SERVICES, INC. COUNTYDEHCASE# DEH2O16 -LSAM -000399 DATED SEPTEMBER 19,2017 No. 80356 Exp. 12/31/20 CI & ASSOCIATES It ENGINEERING + LAND PLANNING + LAND SURVEYING i North Highway 101, . Ste A. Solana Beach, CA 92075 858.259.8212 1 ¢ 858.259.4812 1 plsaengineering.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT CONTAMINATED SOIL BURIAL EXHIBIT FOR: ALIA DEVELOPMENT - 7641 782 LEUCADIA BLVD APN: 254 - 362 -13, -14, 8t -45 -00 PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA DRAWING NO. 13866 -G SHEET 9 OF 12 PLSA 2083 -03 LO t- o N m U IN Qmco Z oaN a 0)0 06 Q 00 w?u< U) (nN W o � o D' Ln � � N O = u L) �LO a�ur,a i FIBER ROLL _ PER SG — s - -s s n ` PROTECTION PER DETAIL B b.a - .. n FIBER ROLL _ PER SG — s - -s s n ` PROTECTION PER DETAIL B b.a - PER DETAIL C 1 II is a a a. FIBER ROLL _ PER SG — s - -s s GRAVEL BAG INLET' PROTECTION PER DETAIL B SILT FENCE PER DETAIL C 1 FIBER ROLL _ PER SG — s - -s s SILT FENCE PER DETAIL C -- . . Fr__ — —7 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAG INLET PROTECTION PER DETAIL B \ e 81290 ; EROSION CONTROL LEGEND PROPOSED CONSTRUCTION TR -1 �SCKXiCiyC�C)� ENTRANCE PER DETAILA GRAVEL BAGS PER DETAIL B SE4, SE -6, SE -10 ocoo SILT FENCE PER DETAIL C SE -1 n n n FIBER ROLL SE -5 — FR LIMIT OF WORK W W RUNOFF GAP BETWEEN BAGS ACTSAS SPILLWAY AREA DR 3" TO 6" COARSEAGGREGF EXISTING GROUND DRIVEAISLE 50'MIN' 16MIN. PLAN PROWDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY "LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE k WO LAYERS OF GRAVEL BAGS WITH ENDS NOT TO SCALE I` 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO PALEONTOLOGICAL RESOURCES/ MITIGATION MEASURES NOTES 4 rHEPosrs. TRENCH UPBY1oSLOPE FR OMAND <y PRIOR TO GRADING PERMIT ISSUANCE, THE PROJECTAPPLICANT SHALL IMPLEMENTA ALONG THE LINE OF POSTS, PALEONTOLOGICAL MONITORING AND RECOVERY PROGRAM CONSISTING OF THE FOLLOWING DESILTING BASIN NOTE MEASURES: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING A. THE PROJEC7APPLICANTSHRLL RETAIN THE SERVICES OFA QUALIFIED PALEONTOLOGIST E. IF SUBSURFACE BONES OR OTHER POTENTIAL FOSSILSARE FOUND ANYWHERE WITHIN THE 8: GRAVEL SAGS BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVEDAND THE BIORETENTION BASINS COMPLETED ONCE FINAL �/ �� / �j --''�� — DETAIL TO CONDUCTA PALENTOLOGICAL MONITORING AND RECOVERY PROGRAM, A QUALIFIED PROJECT SITE BY CONSTRUCTION PERSONNEL IN THEABSENCE OFA QUALIFIED i� / I PRIOR TO FINAL / / -- PALEONTOLOGIST IS DEFiNEDASAN INDIVIDUAL HAVING AN M.S. OR PH.D. DEGREE IN PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR, THE QUALIFIED PALEONTOLOGIST SITE STABILIZATION ISACHIEVED, / �/ NOT TO SCALE PALEONTOLOGY OR GEOLOGY, AND WHO ISA RECOGNIZED EXPERT IN THE IDENTIFICATION SHALL BE NOTIFIED IMMEDIATELY TO ASSESS THEIR SIGNIFICANCEAND MAKE FURTHER OF FOSSIL MATERIALS AND THEAPPLICATION OF PALEONTOLOGICAL RECOVERY RECOMMENDATIONS. �- PROCEDURESAND TECHNIQUES. AS PART OF THE MONITORING PROGRAM, A F. FOSSIL REMAINS COLLECTED DURING MONITORINGAND SALVAGE SHALL BE CLEANED, 41N (10 CM) PALEONTOLOGICAL MONITOR MAY WORK UNDER THE DIRECTION OFA QUALIFIED SORTED, AND CATALOGUED. PREPARED FOSSILS, ALONG WITH COPIES OFALL PERTINENT PALEONTOLOGIST. A PALEONTOLOGICAL MONITOR IS DEFINEDASAN INDIVIDUAL HAVING FIELD NOTES, PHOTOS, AND MAPS, SHALL BE DEPOSITED (ASA DONATION) INA SCIENTIFIC EXPERIENCE IN THE COLLECTIONAND SALVAGE OF FOSSIL MATERIALS. INSTITUTION WITH PERMANENT PALEONTOLOGICAL COLLECTIONS SUCHAS THE SAN DIEGO 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT THE NATURAL HISTORY MUSEUM. DEMOLITION NOTE THE WIRE FENCEAND EXTEND D I T EXCAVATED SOIL. B. THE QUALIFIED PALEONTOLOGIST SHALL ATTEND THE PROJECT PRE- CONSTRUCTION INTO THE TRENCH. MEETING TO CONSULT WITH THE GRADINGAND EXCAVATION CONTRACTORS CONCERNING PRIOR TO BUILDING PERMIT ISSUANCE, A FINAL SUMMARY OUTLINING THE RESULTS OF THE CONTRACTOR SHALL OBTAINA DEMOLITION PERMIT TO GRAPHIC SCALE 1"=30' THE GRADING PLANAND PALEONTOLOGICAL FIELD TECHNIQUES. MITIGATION PROGRAM SHALL BE PREPARED BY THE QUALIFIED PALEONTOLOGISTAND DEMOLISH ADJACENT GREENHOUSE STRUCTURE PRIOR II' I I ( I ( �I SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT FOR CONCURRENCE. THIS REPORT TO BEGINNING ANY GRADING OPERATIONS. ` C. THE QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON SITE ONA SHALL INCLUDE DISCUSSIONS OF THE METHODS USED, STRATIGRAPHIC SECTION(S) EXPOSED, ((( III I III I FILTER FABRIC fit( FULL -TIME BASIS DURING THE ORIGINAL CUTTING OF PREVIOUSLY UNDISTURBED PORTIONS FOSSILS COLLECTED, AND SIGNIFICANCE OF RECOVERED FOSSILS, AS WELL AS APPROPRIATE 1 30 0 30 60 90 OF THE UNDERLYING VERY OLD PARALIC DEPOSITS. IF THE QUALIFIED PALEONTOLIGIST OR MAPS. WIRE PALEONTOLOGICAL MONITOR ASCERTAINS THAT THE NOTED FORMATIONSARE NOT FOSSIL - BEARING, THE QUALIFIED PALEONTOLOGIST SHALL HAVE THEAUTHORITY r0 f ESS / �— — TERMINATE THE MONITORING PROGRAM. pROpy 9 D. IF FOSSILS ARE DISCOVERED, RECOVERY SHALL BE CONDUCTED BY THE QUALIFIED R G Lgoy�� PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR. IN MOST CASES, FOSSIL SALVAGE CAN //��r C �+ BE COMPLETED INA SHORT PERIOD OF TIME, ALTHOUGH SOME FOSSIL SPECIMENS (SUCH DETAIL C SILT FENCE ce No. 80356 m PASCO CARET S U ITER Exp. 1 ASA COMPLETE LARGE MAMMAL SKELETON) MAY REQUIREAN EXTENDED SALVAGE PERIOD. 231/20 A & ASSOCIATES IN THESE INSTANCES, THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL HAVE NOT TO SCALE THEAUTHORITYTO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TOALLOW CIVIL ENGINEERING rth Highway + LAND PLANNING LAND SURVEYING RECOVERY OF FOSSIL REMAINS INA TIMELY MANNER. `f'T9� CIVIC ��\P 535 North Highway 101, Ste A, Solana Beach, CA 93875 OF CA��F ph 858.359.8313 1 fz 858.359.8813 1 plaaeagln, cring.eom DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BAK BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD D: APPROVED: EROSION CONTROL PLAN FOR: � LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST PUBLIC WORKS DATE: 12 -3 -15 ( ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13666 -C QUADRANT OF LEUCADIA BLVD AND ORPHEUS TYLER G LAWSON DATE AVE, 37' EASTERLY OF TRAFFIC SIGNAL PLANNING R.C.E. NO.: 80356 STEVE NOWAK EDWARD J. ' MER APN: 254 - 362 -13, -14, & -45 -00 RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER �— (- �g • 19 ZZcL� �•� / 9 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR TYLER G LAWSON EXP.: 12/31/20 DATE DATE PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 10 OF 12 01 CA 9noi m II is oe ,P. e a far aI oc I a d SILT FENCE PER DETAIL C -- . . Fr__ — —7 STABILIZED CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAG INLET PROTECTION PER DETAIL B \ e 81290 ; EROSION CONTROL LEGEND PROPOSED CONSTRUCTION TR -1 �SCKXiCiyC�C)� ENTRANCE PER DETAILA GRAVEL BAGS PER DETAIL B SE4, SE -6, SE -10 ocoo SILT FENCE PER DETAIL C SE -1 n n n FIBER ROLL SE -5 — FR LIMIT OF WORK W W RUNOFF GAP BETWEEN BAGS ACTSAS SPILLWAY AREA DR 3" TO 6" COARSEAGGREGF EXISTING GROUND DRIVEAISLE 50'MIN' 16MIN. PLAN PROWDEAPPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCEAND PUBLIC RIGHT -OF- WAY "LESSER DISTANCEALLOWED WITH CITY INSPECTOR APPROVAL DETAIL A: CONSTRUCTION ENTRANCE k WO LAYERS OF GRAVEL BAGS WITH ENDS NOT TO SCALE I` 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO PALEONTOLOGICAL RESOURCES/ MITIGATION MEASURES NOTES 4 rHEPosrs. TRENCH UPBY1oSLOPE FR OMAND <y PRIOR TO GRADING PERMIT ISSUANCE, THE PROJECTAPPLICANT SHALL IMPLEMENTA ALONG THE LINE OF POSTS, PALEONTOLOGICAL MONITORING AND RECOVERY PROGRAM CONSISTING OF THE FOLLOWING DESILTING BASIN NOTE MEASURES: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING A. THE PROJEC7APPLICANTSHRLL RETAIN THE SERVICES OFA QUALIFIED PALEONTOLOGIST E. IF SUBSURFACE BONES OR OTHER POTENTIAL FOSSILSARE FOUND ANYWHERE WITHIN THE 8: GRAVEL SAGS BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY REMOVEDAND THE BIORETENTION BASINS COMPLETED ONCE FINAL �/ �� / �j --''�� — DETAIL TO CONDUCTA PALENTOLOGICAL MONITORING AND RECOVERY PROGRAM, A QUALIFIED PROJECT SITE BY CONSTRUCTION PERSONNEL IN THEABSENCE OFA QUALIFIED i� / I PRIOR TO FINAL / / -- PALEONTOLOGIST IS DEFiNEDASAN INDIVIDUAL HAVING AN M.S. OR PH.D. DEGREE IN PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR, THE QUALIFIED PALEONTOLOGIST SITE STABILIZATION ISACHIEVED, / �/ NOT TO SCALE PALEONTOLOGY OR GEOLOGY, AND WHO ISA RECOGNIZED EXPERT IN THE IDENTIFICATION SHALL BE NOTIFIED IMMEDIATELY TO ASSESS THEIR SIGNIFICANCEAND MAKE FURTHER OF FOSSIL MATERIALS AND THEAPPLICATION OF PALEONTOLOGICAL RECOVERY RECOMMENDATIONS. �- PROCEDURESAND TECHNIQUES. AS PART OF THE MONITORING PROGRAM, A F. FOSSIL REMAINS COLLECTED DURING MONITORINGAND SALVAGE SHALL BE CLEANED, 41N (10 CM) PALEONTOLOGICAL MONITOR MAY WORK UNDER THE DIRECTION OFA QUALIFIED SORTED, AND CATALOGUED. PREPARED FOSSILS, ALONG WITH COPIES OFALL PERTINENT PALEONTOLOGIST. A PALEONTOLOGICAL MONITOR IS DEFINEDASAN INDIVIDUAL HAVING FIELD NOTES, PHOTOS, AND MAPS, SHALL BE DEPOSITED (ASA DONATION) INA SCIENTIFIC EXPERIENCE IN THE COLLECTIONAND SALVAGE OF FOSSIL MATERIALS. INSTITUTION WITH PERMANENT PALEONTOLOGICAL COLLECTIONS SUCHAS THE SAN DIEGO 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT THE NATURAL HISTORY MUSEUM. DEMOLITION NOTE THE WIRE FENCEAND EXTEND D I T EXCAVATED SOIL. B. THE QUALIFIED PALEONTOLOGIST SHALL ATTEND THE PROJECT PRE- CONSTRUCTION INTO THE TRENCH. MEETING TO CONSULT WITH THE GRADINGAND EXCAVATION CONTRACTORS CONCERNING PRIOR TO BUILDING PERMIT ISSUANCE, A FINAL SUMMARY OUTLINING THE RESULTS OF THE CONTRACTOR SHALL OBTAINA DEMOLITION PERMIT TO GRAPHIC SCALE 1"=30' THE GRADING PLANAND PALEONTOLOGICAL FIELD TECHNIQUES. MITIGATION PROGRAM SHALL BE PREPARED BY THE QUALIFIED PALEONTOLOGISTAND DEMOLISH ADJACENT GREENHOUSE STRUCTURE PRIOR II' I I ( I ( �I SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT FOR CONCURRENCE. THIS REPORT TO BEGINNING ANY GRADING OPERATIONS. ` C. THE QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON SITE ONA SHALL INCLUDE DISCUSSIONS OF THE METHODS USED, STRATIGRAPHIC SECTION(S) EXPOSED, ((( III I III I FILTER FABRIC fit( FULL -TIME BASIS DURING THE ORIGINAL CUTTING OF PREVIOUSLY UNDISTURBED PORTIONS FOSSILS COLLECTED, AND SIGNIFICANCE OF RECOVERED FOSSILS, AS WELL AS APPROPRIATE 1 30 0 30 60 90 OF THE UNDERLYING VERY OLD PARALIC DEPOSITS. IF THE QUALIFIED PALEONTOLIGIST OR MAPS. WIRE PALEONTOLOGICAL MONITOR ASCERTAINS THAT THE NOTED FORMATIONSARE NOT FOSSIL - BEARING, THE QUALIFIED PALEONTOLOGIST SHALL HAVE THEAUTHORITY r0 f ESS / �— — TERMINATE THE MONITORING PROGRAM. pROpy 9 D. IF FOSSILS ARE DISCOVERED, RECOVERY SHALL BE CONDUCTED BY THE QUALIFIED R G Lgoy�� PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR. IN MOST CASES, FOSSIL SALVAGE CAN //��r C �+ BE COMPLETED INA SHORT PERIOD OF TIME, ALTHOUGH SOME FOSSIL SPECIMENS (SUCH DETAIL C SILT FENCE ce No. 80356 m PASCO CARET S U ITER Exp. 1 ASA COMPLETE LARGE MAMMAL SKELETON) MAY REQUIREAN EXTENDED SALVAGE PERIOD. 231/20 A & ASSOCIATES IN THESE INSTANCES, THE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL HAVE NOT TO SCALE THEAUTHORITYTO TEMPORARILY DIRECT, DIVERT, OR HALT GRADING TOALLOW CIVIL ENGINEERING rth Highway + LAND PLANNING LAND SURVEYING RECOVERY OF FOSSIL REMAINS INA TIMELY MANNER. `f'T9� CIVIC ��\P 535 North Highway 101, Ste A, Solana Beach, CA 93875 OF CA��F ph 858.359.8313 1 fz 858.359.8813 1 plaaeagln, cring.eom DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BAK BAK TGL ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECD D: APPROVED: EROSION CONTROL PLAN FOR: � LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST PUBLIC WORKS DATE: 12 -3 -15 ( ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD 13666 -C QUADRANT OF LEUCADIA BLVD AND ORPHEUS TYLER G LAWSON DATE AVE, 37' EASTERLY OF TRAFFIC SIGNAL PLANNING R.C.E. NO.: 80356 STEVE NOWAK EDWARD J. ' MER APN: 254 - 362 -13, -14, & -45 -00 RECORD FROM: ROS 18416 EDWARD J. WIMMER DATE REVIEWER �— (- �g • 19 ZZcL� �•� / 9 ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR TYLER G LAWSON EXP.: 12/31/20 DATE DATE PLANNING CASE NO: 14 -069 TMDB / DR / CDP / EIA SHEET 10 OF 12 01 CA 9noi m CMU FENCE PER ,/�— DETAILF07 PER CONSTRUCTION NOTES 4x6 CEDAR OR TREATED CIVIL PLANS WOOD POST, SLOT CUT FOR HST3 _ I , 100. Concrete Masonry. Units (CMU) shall be Grade N, standard CMU SIMPSON HST3 STEE STRAP (F'm =1500 psi) with Grade M or S mortar (1800 psi). Finish shall be verified No.4 0 24" o/c VERT. with architectural drawings or the owner. 101. Al cells shall be solid - grouted w /2500 psi fluid concrete, except CMU fence 2' -0" 51/4' No. 4 0 24" o/c HORIZ. solid -grout only the cells w /vertical reinforcing In them. No,4 0 24" o/c VERT. 0 102. All reinforcing steel No. 4's & larger shall be Grade 60, all reinforcing steel No.4 0 24" o/c HORIZ. smaller than No.4's shall be Grade 40, ASTM A615. p 12" WIDE x 8" CMU SOLID GROUT 24" DEEP 8" CMU SOLID GROUT 103. Backfill and drainage shall be per the soils report recommendations and civil BENCH drawing. Drainage and waterproofing to comply with the soils report and the FOOTING architectural details. SI /q No. 5 0 16" o/c VERT. —i - 51/4: 4,, w /36" EXTENSION OUT 104. Tension reinforcement bars from the footing to the base of the CMU wall ° OF FOOTING may not be bent into position. Contact the engineer for a retrofit as o _ s ,� -r•, 32" MIN, LAP SPLICE required. M 0 WATERPROOFING & WATERPROOFING & DRAINAGE PER DETAILS - DRAINAGE PER DETAILS 105. Concrete footing shall be 2,500 psi. & SOILS REPORT & SOILS REPORT 106. No Special inspection is required. J (1) No. 4 0 TOP (1) No. 4 0 TOP 107. As occurs, CMU fence wall horizontal joint reinforcing shall comply w /ASTM �4 "x3 ALL- THREAD F K J OF FOOTING OF FOOTING A82 /A82M, 80,000 psi tensile strength. CMU fence horizontal joint WITH DBL. NUT ,„: a F „ r. _ N k� reinforcing shall be mill galvanized /zinc coating, ASTM A641/A641M LOCATE OPEN-END - a3 +Tic �;? 3" CLEAR COVER & 3" CLEAR COVER 0.10 oz /sq. ft. BLOCKS AS NEEDED FOR CLEARNACE� ALIGN VERT. WALL--_-" 8' 8 1'-4" 2' -6" 8" (3) No. 4 CONTINUOUS (3) No. 4 CONTINUOUS REBAR IN CELL 2' -B" 0 BOTTOM OF FOOTING 3' -6" 0 BOTTOM OF FOOTING FENCES ON WALLS SHALL BE 5 FT. TALL SECT. CC RETAINING RETAINING WALL ALT. CONDITION 2 B5R/46ASh DETAIL t. 46, NOTE 4 WALL 4' -O" HIGH o1 w /WOOD FENCE SCALE I/2" = V -0" CMU FENCE PER STATEMENT OF SPECIAL INSPECTION CIVIL PLANS WOOD FENCE PER DETAIL 07 Per CDC section 1704.2, special inspections are NOT required for Group U o 23/8" DIA, THICK WALLED occupancies (which includes fences and retaining walls) that are accessory to a FENCE PIPE (2" PIPE) residential occupancy. 2x BOLTED TO PIPE 2' 0" l In addition to the regular inspections per CBC Appendix Chapter 1 section 109, the COLUMN w/ 3/8" M.B. PER No. 4 0 24" o/c VERT. inspections and /or observations required in the soils report shall be required. FENCE CONTRACTOR No.4 0 24" o/c VERT. I L PER PLAN i 2x BOTTOM RAIL PER 51/4" 1 No. 4 0 24" o/c HORIZ. FENCE CONTRACTOR 61/4" 1 3 = . ° I $" CMU SOLID GROUT 12" WIDE x ° Q . 24" DEEP 8" CMU SOLID GROUT CMU WALL PER PLAN oo No. 4 0 24" o/c HORIZ. " TRENCH ER PLAN, AS OCCURS ( FOOTING 1 51/4 No. 4 0 16" o/c VERT. w /k' EXTENSION OUT PLAN VIEW o OF FOOTING TO MATCH SIZE i - 28" MIN. LAP SPLICE IG (24" o/c MAX.) I I WATERPROOFING & - -- 1NG,. 30" MIN. LAP 3' ".�' 0 FOOTING STEEL r DRANAGE PER DETAILS _ & SOILS REPORT I' WATERPROOFING � (2) BARS PER PLAN DRAINAGE PER DETAILS STEEL PER PLAN ° ( & SOILS REPORT `J (1) No. 4 C TOP ALS w 8:. 8. 8.. : • �.: OF FOOTING (1) No. 4 0 TOP OF FOOTING 2'-0" BAR 3" CLEAR COVER r m ,x r-•�, ?,.� 3" CLEAR COVER LOCATION (2) No. 3 BARS (HOR1Z.) (3) No. 4 CONTINUOUS 0 BOTTOM OF FOOTING 2 0 8" 0 STEPPED FOOTING SCALE I/2" = T -0" TYPICAL WALL WATERPROOFING: TREMproof 250 GC FLUID - APPLIED, ELASTOMERIC WATERPROOFING MEMBRANE or TREMCO PARASEAL COMPOSITE SHEET MEMBRANDE COMPOSED OF HIGH DENSITY POLYETHYLENE WITH A SODIUM - BENTONITE FACE. it RETAINING WALL PER PLANS -� WALL WATERPROOFING GROUND SURFACE 12" CLAYEY SOIL CAP UNDISTURB, ENGINEERED FILL, OR CRUSHED ROCK 12" WIDE, %4" CRUSHED ROCK FILTER FABRIC ENVELOPE MIRAF114ON OR EQUIVALENT 4" DIA. PERFORATED ABS or ADS PIPE EXTEND TO DRAINAGE SYSTEM ---ALTERNATE: USE CLASS 2 PERMEABLE MATERIAL MEETING CALTRANS SPECIFICATIONS, SECTION 68 INSTEAD OF CRUSHED ROCK & OMIT FILTER FABRIC %-_*\� WALL W/P & DRAINAGE SCALE 1/4" = 1' -0" ALT. CONDITION VP 1 r II I I II I 1 I II I I I I V PLAN VIEW FENCE PIPE 31/2x1%4 POSTMASTER GALVANIZED COATED STEEL PIPE BOTTOM RAIL I. � —FENCE BOARDS z (U BAR PER PLAN N Il `g W II Ll WOOD FENCE -TO METAL POST SCALE 1" = 1'-0" SECT. CC RETAINING 05 WALL 2' -8" HIGH SCALE /2" = 1' -0" AM (3) No. 4 CONTINUOUS 2' -10" 0 BOTTOM OF FOOTING RETAINING WALL 02 w /WOOD FENCE T SCALE I /p" = 1'-0" WOOD FENCE PER DETAIL 07 No.4 0 24" o/c VERT. No 4 0 24" o/c HORIZ. 8" CMU SOLID GROUT i�.Aln "' (2) No. 4 CONTINUOUS 2' -4" 0 BOTTOM OF FOOTING RETAINING WALL w /WOOD FENCE %� SCALE I /2" = 1'=0" STRUCTURAL RrtrtLWCO AA/6 APPROVIZO SY ES&IL CORP. AS PC *I$-23S6. �p4ESSIQNAZ FN ��pQyY.SWANSpy c%LF w ix C 4459 4 ix cNx� � ?P TATE OF Ct F SIGNED ON 11/26/18 CHANGE NO. & APPROVED Date DRAINAGE PER DETAILS AS -BUILT APPROVALS SCALE �WATERPROOFING & SOILS REPORT • Checked By O CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT Drawing No. (1) No. 4 0 TOP ,�a" �• •� OF FOOTING DESCRIPTION: STATION "134WCCS1' LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OP LEUCADIA BLVD AND ORPHEUS AVE. INI. 3" CLEAR COVER i�.Aln "' (2) No. 4 CONTINUOUS 2' -4" 0 BOTTOM OF FOOTING RETAINING WALL w /WOOD FENCE %� SCALE I /2" = 1'=0" STRUCTURAL RrtrtLWCO AA/6 APPROVIZO SY ES&IL CORP. AS PC *I$-23S6. �p4ESSIQNAZ FN ��pQyY.SWANSpy c%LF w ix C 4459 4 ix cNx� � ?P TATE OF Ct F SIGNED ON 11/26/18 .A CHANGE NO. DESCRIPTION APPROVED Date CITY OF ENCINITAS BENCH MARK AS -BUILT APPROVALS SCALE Designed By Drawn By Checked By ENGIN ERING DIVISION APPROVALS CITY OF ENCINITAS DEVELOPMENT SERVICES DEPARTMENT Drawing No. DESCRIPTION: STATION "134WCCS1' LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OP LEUCADIA BLVD AND ORPHEUS AVE. INI. M.S. M. B. M.S. RECOMME APPRO PUBLIC WORKS Horizontal NTS RFTAINtN6 .. wALL okkilLs FOR: ALIA DEVELOPMENT - 782 LEUCADIA BLVD. APN: 25y- 362 -13, -14, & -45 -00 PLANNING CASE N0. 14 -069 TMDB /DR /COP /EIA 13866-G 6-G - Plans Prepared Under SLIperVlSOn Of SEE 14SCrN( Date MARK SWANSON R.C.E.. No. 44594 By: By. NO K ED ARD . IMMER Date: Date: y TYLER G LAWSON Date: CITY ENGINEER Date: PLANNING 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS18416 ELEVATION: 178.543' DATUM: NAVD88 REVIEWER Vertical SHEET 11 OF 12 INSPECTOR NTS .A 1kkJATj 111111t,*010-111 �m 12� C3 13 SHM"famimm Covet A, USE TMM TAPE ON MAE PrE HIM 61 RM 0, —W Existing 12' a M I V", ag 'V ' J Residence X 1 Not A Part 0114UNIM SINIEW TE) COVER LANDWAK -KrIlm 'Ally - ILLA." OF1 *ALL BURIEr BUILOWAS, OPW SaL 40 S X S X TIEECIR SX TELL C. INSTALL SPRINKLER HEADS FLUSH FRI — LAIERAL X SPIRIM1111ER SlEt %w_ SHALL BE PROTECTED IN PLACE. ALL DAMAGED INIRE SHALL BE REPLACED. w PVC LATERAL PIPE AMW MADE IN MR*/QUM COVER AREAS 1,41ir to 15"' Ift wk wa� allaw go km I m it p -A EXISTING IRRIGATION HEADS, S" OR CURB LEGEND PAYING PER PLAN. ()SAND BACKFILL COMPACTED TO NOTES SLEEVES SHALI BE 2 TIMES T14E DA. OF THE PIPE 4310 WIVE 13UNIILE CA111111n) UNLESS INDICATED TO BE tARGER ON PLANS. PROTECT IN PLACE. REPLACE HEADS .... . .... AND ADJUST NOZZLES AS NECESSARY 77�7 TO ACHIEVE 100% COVER-46E ADD LATERALS To CONNECT 5Y5TEM AS NECESSARY C)RL-CIAWAJLAR VALVE BOX W/ 1' TYPE LOCKMIG, CKWER PER Sprm 00 WIFE CUMMECUIRS, WL 20"' LLNGIN 10I VARE. MATCH RECUMMENEMTKBL49 FOR ACUACetr SUR GRADE 0 SCHL 40 PVC LATERAL LIKE 81,111,10LE VAR1111C, A VIRAP W/ ELECTRICAL TAPE & 10' INTEIWALS SLEEVES 2X DIAMETER OF MAINLINE AND LATERALS SHALL BE USED FOR ALL PIPE UNDER DRIVEAAY OFIINISH COADE /TUP UF MULCH. C) SCR 40 PVIL CCNL)Urr To Surmr, ALL MAINLINE PIPING SHALL BE INSiTALLEO IN 74 000NTRIOL VALVE PER LEGEND_ ()Black sul-mvi-Ts- 4 14EC"mm SEAL END of, CONDUIT W/ NUNT-HARDENING CONDUIT PVTTY, ID TAG. SCIL 40 PVC VORF- SLr VE. _.r PVC MAMNE SLECVC� OILINDIsFuRSED SOL MMUFAMPEWS INSTA"TION SPECIFIC S. -ATKW All PVC. MAMIMP, PVC IAIERAI, MINES, & CONTROL VARES SHALL BE SLEEVED 96,01111 ALL HARDSCAPE ELEMENYS W/ SCH. 4a Pvc. 0 0' MR. OWiN WASRkD GRAVLL WEI " V IN SHRUn AREA, H,11,11,511ii IN COWMACIM SHALL MARK EDGE Of- PAVING ABOVE BOTH EMUS OF SLEEVE W1 A SCME mass ()Nc mmmiNr rFcw o"mirDin SALL VALVE- 0, PVC LAYFRAL PIPE TO SPRINKLERS. LAWN AREA%_ INSTALL CokTw.X VLALVES A MIN. OF T' APART IN 511RIUB AREAS UNI,F,SS 01"FRIMSE RUTH)- MARK TO OFSViMAIT SLEEVE 1,0CAMN, SLEEVE ENDS SHALL rm,"D 12- aryaw rmw OF HARQSCAPE_ AFTER INSTAUATION OF RPF A WRE, USE TEFLUR [Aft ON ALL CONTRACTOR SHALL FULL REMAPWru mo IN rm� THREADED CONNECTOKS. ENDS OF SLEEVES Wt CONDUIT PU7TY. III 1kkJATj 111111t,*010-111 �m 12� C3 13 SHM"famimm Covet A, USE TMM TAPE ON MAE PrE TIVREADS FOR PVC: TO PVC OFINIM CRADE/M OF MULi CO"wCHU1lm Q KIP-i-W SFRAY OR ROTOR SMOW46R 111 INSTALL 94UNKLER HEADS PLUMB, A"Sy SMYS ON NOZIL 0114UNIM SINIEW TE) COVER LANDWAK 11Y SIMINIC JOINT SA12 OR 3/4in WIM JOUNT SJ71Z AS RIDOUXIED TO MAT04 AREA '111111THOW OVER—SPRAY 0111111) PIAVIIIK FENCIM IIIIIIIIA" OR Magi "i SIZE_ BUILOWAS, OPW SaL 40 S X S X TIEECIR SX TELL C. INSTALL SPRINKLER HEADS FLUSH FRI — LAIERAL X SPIRIM1111ER SlEt %w_ W/ GUM 94 'IURF` AREAS & I/r w PVC LATERAL PIPE AMW MADE IN MR*/QUM COVER AREAS GRAM M S" OR CURB MIDISTURIBED Sm VXVE AS REWIRED TO 1PRIEVINT oAHRE-ORAIN ILOW HEAD URAIMACE. I;Irn __ I I �I I PILM tA EW Ew:iam 11 V, if PLANTIN& REPLACEMENT SCHEDULE DO- COMMON NAME 51ZE �_, __�_ .__ I � TR,F K. OLEANOER 5P., 1 IN PLACE BAUHINIA BLAKEANA HONG KONG ORCHID TREE 24" BOX F ZOTECT BUTIA CAPITATA PINVO PALM 24" BOX SPATHOVEA CAMPANULATA Existing AFRICAN TULIP TREE 24" BOX SIN05A TABEBUIA 24" BOX Residence VI TABEBUIA IMPETIr Not A Part SHRUBS 0 V) ALOE STRIATA CORAL ALOE I GAL. BOUISAINVILLEA 5 GAL. a C BOUSAINVILLEA 5W. EX. ALO 5TRIATA, 1 0 CAR155A GRANDIFLORA NATAL PLUM jl �J7_ 5 SAL. PROTEC, IN PLACE 00 00 0. 00t DAYLILY I GAL. HEMEROCALI-15 SPP. LANTANA 0. 'SPREADING SUNSET' SPREADING SUNSET LANTANA I GAL. CR EX. CAR155A &R. DIFLORA, )OOC LIEUCOPHYLLUM F. COMPACTA' DKARF TEXAS RANGER 5 GAL. IN r-LAC& -N 000 -A 100i OLEANDER SPP. OLEANDER 5 GAL. ------ 02roc R05MARINUS PROSTRATUS PROSTRATE R05EMARY I GAL DOO EX. MALE �kliili CROCEA, ��i3 SROUNDC PTEOT IN FLACL 00 ,OVER D,001 MALL92HORA CROCEUM CROCELIM ICEPLANT FLATS 100 1--, *NOTE: ALL PLANTINGS ALONG LELI BLVD SHALL BE PROTECTED IN PLACE Ex. R05191 5 PROSTRATUS, o '6,g1W, � V,1 AND IF DAMAGED SHALL BE REPLACED 1: 1 TO MATCH THE EXISTING PROTECT IN PLACE LANDSCAPE THEME. ALL TREES SHALL BE PROTECTED PER THE CITY OF ENCINITAS' TREE PROTECTION ZONE &UIVELINE5 FOUND IN THE "URBAN FOREST MANAGEMENT PROGRAM - ADMINISTATIVE MANUAL. PROCEDURES" PLANT SCHEDULE Ilt BOTANICAL NAME C04MON NAME SIZE KZOLS ,.,.PROP0 0 6 ALOE STRIATA CORAL ALOE 5 SAL L EX. R05MARINUB PROSTRATU5, It 16 BOUSAIRVILLEA X 7EYM DAM' BOMINIALLEA 5 SAL L m T 15 R05MARINU5 0. V.-,M BLUE TUSCANBLUEROSEMAR)i` 56AL IL < IRRIGATION SCHEDULE w 4_1 1 1 a MIER DRIP VALVE I, I UI 1110 np"Jvfl�� YMYL 111 In F�Fr� rr4w=A%F RESULATOR; 4OPSI AND A 15' AMIAO TA6LINE 100 MICRON SUPER 0156 FILTER INSTALL ONE VALVE PER XWO RECT VALVE BOX NTH LOCKIN62 PURPLE WVER AV PLY'lilEAT BRANDIED ON COfiR VALVES %IALL BE INSTALLED IN MANFOLD5150LATED FROM THE MAINLINE BY A BALL U� VALVE, LINE SIM. PIPE TRMITION POINT ABOVE 6RADE # PIPE TRANSITION POINT FROM PVC, LATERAL TO DR]F TIBIN5 NTH RISER TO ABOVE 6RADE INSTALLATION,. FLUSH VALVE FLUSH CAP AT END OF DRIP DISCHAR61! PROVIDE A NETAFIM TLO5OM` EAM INSTALL, FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT EACH U) END OF THE TUBIN& RUNS IN EACH DIRECTION, INSTALL 18- FROM FAVIN6. ALSO PROVIDE ECO-INDICATOR ALM E*MT MANIFOLD OF EACA DRIP IW16ATION END LINE, CONNECT TO PV0 E*W6T LATERAL NTH TEE AND L15E SNNS JOINT NETAFIM 6UWIAK 65MAO-5 AIRNAWN RELIEF VALVE, 9/4", INSTALLED NTH A COMBINATION TEE. INSTALL AIR RELIEF ASSEMBLY INSIDE A 6' ROUND VALVE BOX AT THE H16H POINT OF EACH PLANTER, M.L71FLE ARi %ALL BE REGUIRED PER ROV, VERIFY GUANTITY PRIOR TO 5TARTIN6 AM, INSTALL VALVE BOX On FROM FAVINS AND AT H16H POINT OF PLANTER AREA NETAFIM TBAINE WV)(R-RN`S-I2O5 (16) PA IN-LINE PRE55URE 604PENEATINS, LANDSCAPE DRIPLINE KTH IV� OM 6PH EMITTER6 AT 12' O.C. DRIPLINE LATERALS SPACED AT IV APART, KTH EMITTERS OFFSET FOR TRIANSULAR PAMW UV IrMSTANT. LEE TECHLOCK FITTINI �!)I(j SYMBOL MAN.FACTUREIVInIODEUDE56RIPTION IRRI62AM LATERAL LINE: &RESLINE YeT - PVC 56HEDU 40-M 11/2" 4 94ALLER - PURPLE 5CA40 VV SCHAO SOLVENT MJ2 MTTIN65 RW w6ATtom mwiw: (RESLINE YeT - RPFLE Pvc sCIEDULE 400 11/2" 4 SMALLER PURPLE 5CA.40 VV 5CHAO SOLVENT RLD FITTIN65 VALVE CALLOUT VALVE NUMBER VALVE FLON VALVE 51ZE MAIL PETAL EXISTING TREE LEGEND IRR16ATION PLAN IRRII57ATION REPLACEMENT SCHEDULE mm afffirA m (d2m WE aff mwm ff mn 912mra m Com m ME mwm I= EXISTING IRRIGATION CON5157`5 OF RAINEIRD 12-INCH POP-UP HEADS Y41TH TREE PROTECTION ZONE NOTE5 VARYING NOZZLE SIZES. DAMAGED HEAL75 SHALL BE REPLACED IN LIKE 0) BUTIA CAPITATA JELLY PALM & 16, PROTECT IN PLACE FICUS MICROCARFA INDIAN LAi F16 30' 16. To BE RETAjNW A. ACTIVITIES PROHIBITED AITHIN THE TREE PROTECTION ZONE INCLUDE: KIND To A55LRE 100% IRRIGATION COVERAGE. (D TABEBUIA IMPET161NOSA, PURPLE TRIWET TREE 12' 431 PROTECT IN PLACE (19 BAIMINIA X BLAMW HONS KM ORCHID TREE & in TO BE REMOVW 1. PARKING VEHICLES OR EGUIFMENT, STORAGE OF BUILDING MATERIALS REFUSE OR EXCAVATED SOILS PROTECT IN PLACE VL > co 4 EX� EUCA TO BE REMOVED, MITIGATION SHALL BE A NEA 5z 24" BOX TREE, SPECIES AND I OCATION TO BE Cf) ALOE STRATA, EROTEC,T IN PLACE EX BOL16AINVILLEA Sp., V,, ...... ... ROTECT IN PLACE P j, OLEANDER SP., 1 PROTECT IN PLACE WA, �V, AR60NIUM PELTATUM, PROTECT IN PLACE PROVIDE TYPE 11 PROTECTION FENCE AT THE r.0 0 0 EDGE OF DRIPLINE FOR, ALL TREES NORTH OF 0 a 0 THE 51DEAALK LISTED AS PROTECTED IN PLACE 00 z a( 00 0 10 0 W "I",, I 00 A 00 000, 000 1 00 000� EX. HEMEROCAL,L15 5P., Q 0 0 PROTECT IN PLACE 0000 0. 00 0 TYPE 11 PROTECTION FENCE AT THE 1. 000000 00go .00 00d EDGE Or- PRIPLINE FOR ALL TREES NORTH or- 19 OVIDE "00a a ,E 0 0 THE 51DENALK L15TED AS PROTECTED IN PLAC 000 0000 0000000 A p a.. 0 0 a?, 0 0, LL =A. MAL=-MUKA CKC;Cr_A, I "a 0 PROTECT IN PLACE PROVIDE TYPE 11 PROTECTION FENCE AT THE 0 EDGE OF DRIPLINE FOR ALL TREES NORTH OF 0 '000 THE SIDEAALK L15TED AS PROTECTED 1 0 000 PROTECT IN PLACE \V, lk_ PLANTIN(5 PLAN ff1f 0 I I I L-willmull- ypti-YES ARE RAIrOmw VAmA(5=Dy0AI_v1z5 niiil,wnp 4010 Sorrento Valley Blvd. BUTIA CAPITATA JILY PALM 6 14' PROTECT IN PLACE SYA6RU5 WWOMIAMA aM PALM 15, an TO BE REMOVED OR DUMPING P0150NOUS MATERIAL ON OR AROUND TREES AN12 ROOTS. POISONOUS MATERIALS INCLUDE, SHALL BE REPLACED AITH HUNTER 15V (LIKE IN SIZE). Strez d mp Suite 200 BUTIA CAPITATA JELLY PALM Is, 241 PROTECT IN PLACE (j9 5YAGM ROMANZOFFIANA aM PALM 15, TO BE REMOVEI) BUT ARE NOT LIMITED TO PAINT, PETROLEUM PRODUCTS, CONCRETE, STUCCO MIX, DIRTY INATER OR ANY 5PATHOVEA 0 all San Diego, CA 92121 AWANJLATA AFRICAN TULIP TREE 2.0 PROTECT IN PLACE SYA6RU5 ROKMZOFFIANA aM PALM 15, Ill TO BE REMOVED MATERIAL THAT MAY BE HARMFUL TO TREE HEALTH/ PROTECT IN PLACE BURIED IRR16ATION AIRE-5. CONTRACTOR SHALL REPLACE ANY 4. 5AUNNIA X BLwzANA HON5 KO% ORLHO TREE 12' 25' PROTECT IN PLACE 5YA6RU5 ROMIANZOFFIARA aM PALM 15, b- TO BE RETAINED .2. THE USE OF TREE TRUNKS AS A BACKSTOP, AINCH SUPPORT, ANCHORAGE, AS A TEMPORARY POVIER Aw ALL DAMAGED DURING COWTRUCTION. 0 landarch.com 5ANINIA X MAKEANA HONIS KONS ORLHID TREE T 2- PROTECT IN PLACE FICUS, BINNENDIXII NAI LEAF F16 11 5m TO BE REMOVED POLE, SIGNPOST OR OTHER 51MILAR FUNCTION. (a T 858 558 8977 gmP (8 BALHINIA X BLAKEANA HON& KONS ORC80 TREE 10' 3. PROTECT IN PLACE (2� FICUS BENJIAMINA PEPIM F16 V 11 TO BE REMOVED 5. CUTTING OF TREE ROOTS BY UTILITY TRENCHING, FOUNDATION DIGGING, PLACEMENT OF CURBS AND 9 SPAMVEA CA01PANULATA AFRICAN TULIP TREE w 100 PROTECT IN PLACE (2� FIM BENUAMINA InIEEPIN6 FI& b- 6, TO BE REYOVED TRENCHES, OR OTHER MISCELLANEOUS EXCAVATION5 Y41THOUT PRIOR APPROVAL OF THE CERTIFIED 20 40 60 80 LANDSCAPE MALYFM FICIFOLIA RED FLOAMNS &H 35. 15" TO BE REMOVED (2p 5YKA6 ROKWOFFIMM aM PALM IT 12' PROTECT IN PLAa ARBORIST. cp 1 IF IOU5 MICROCAPPA INDIM LALREL FIS, 351 Son TO BE REIIIOVED 5'(AOM ROMANWFFIANUM allN PALM 20' 12' PROTECT IN PLACE 4. SOIL DISTURBANCE OR GRADE CHANCE. 15 !"M9 iiiiiiiiiiiiiiiiiiiiiilli� a (3 p ARCHITECTURE IJ FICU5 MICROCARPA INDIAN LAUM F1iS W 14' TO BE REMOVED ?9 CHOPJ51A 9TLI05A FLOSS SILK TREE V 3y PROTECT IN PLACE 5. DRAINAGE CHANCES. SCALE: 111=20'-011 ki. & PLANNING CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY7 DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. I I DESCRIPTION: STATION "134WCCS1" PLANS PREPARED UNDER SUPERVISION OF REC ED: LOCATION: 2.6r—DISK IN SDWK IN THE SOUTHEAST -6A—TE PUBLIC WORKS ED. QUADRANT OF LEUCADIA BLVD AND ORPHEUS m / ALIA DEVELOPMENT - 782 LEUCADIA BLVD 13866-G AVE, 3TEASTERLY OF TRAFFIC SIGNAL PLANNING DATE: ST_Z�ff NOWAK EDWARD J. I ER APN: 254-362-13, -14, & -45-00 RECORD FROM: ROS 18416 CITY ENGINEER DATE REVIEWER 5k6 lfakkf CITY P:bIGIN ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR EXP.: DA E 5ATEf PLANNING CASE NO: 14-069 TMDB / DR / CDP 1 EIA SHEET 12 OF 12 w —A 01 LEGEND PROPERTY LINE RIGHT OF WAY PROPOSED LIMIT OF WORK FLOWLINE APN: 254-362-09-aO S 89'16'18" E 60.00 (EG=195.6) W W W W W LOT3 MAP .. ........... .. < 190— PROPOSED CONTOUR x' EDGE OF PAD x X X X X x x X X X x x x x -x-1 TYPICAL SECTION - DRAINAGE SWALE M4 0 D X X x x xj HYDROSEEDING PER CASQA DETAIL EC-4 X X x X x x x x x NOTTOSCALE (EG=193.71 X X X X FG=1)4,7 I (El X x x X X x x \ x x xx W EXISTING WATER MAIN (SIZE PER PLAN) x x x x x x x x x x x 1. W - ------ - - J X EXISTING WATER SERVICE x x x x X x x x x xx I%x ; X X X \x x 'x 4 - - ------- S -- -- - - - -- EXISTING SEWER MAIN (SIZE PER PLAN) ___ G EXISTING GAS MAIN (SIZE PER PLAN) A X x x x! X x > X� x x x x X X x \ X x x x X X X x X X 1 > ,- (E �0 x x x x x x x x x x x", X x x x X x x x x x x 1E < x x x x x x x x x x x x x o X x x x x x Xi i x x x x x x x x x x x x x x x x ED x x! < X X X x x X x x x x X' x x X X X x x x x xN1 X x 1 x 'X x x x x x x x x x I X x x X x x 31 < x x x v 1< x X x x x x X X x X NXI V X x X x x x X Ix x x x X X x x X x x x x G) (E,6- 93.8) x x X X x x X x x x x x x X x x Ix x x x x x x X x x &x X x X, s; x x >< x x x X x x x x x x x x X 111X X; X x x X x x X ___X X x x x 1E APN 254-3622'1�-00 jx x x x x x x x x x x x x X, x x x PAL)r 194.7 x x x x & x x x x x x x x x x x x x_1_'y____X x x x x x x (EG=194.1) x x x x x (EG=W6) F x x x x x x EG 193.0) (EG 193.4) x x x x x x (EG=190.2) (EG=190.6) x x x x x x x x x X EDP AD x x x x _(EG_ 90.1)--- >fQ=1q0q x x x x x x (EG=190.1) x x x x S89012'29"E 133.63' X X 'x, X X X Apa 1E W W W W wl��'._, Ix , : W -W x x I _x i x x x Y :91 x >( '__'x x x 4"\x K X� x x X x x X X X X X X 16'x 19 X X , �-'kl x X x x 0 y x 'K x x x x x x x ,-x, x -x 2 54- u&z'-)5 f2 -xLV x x x x x x P�� x x 'l x x x x x _x__ x x x x x X x X\��'X�x �x )9� x x X, X_ x I _x x X X X X X X Ix X' > x x x PA X 94�7 X x X x x x X x 'x x x x x X x x x x x x x x y x x X 11( X_ x x x x X/ X EDGROF x x x FI X X x x x x x X x x x 'X x FG=R4.7, FN x x x x x x x x x x X x X, x x X___X_� x x x x x x x X x x x x x x x x x x x x x -1 3 x )F� x x x x x - )'< x x x X < x x x x x x x x x x X x x x x x x �pl X x x x x x x x x x x � X, X x x x x x 1 X Fa X x x x X 'X -ter, x X X'� X �< I CO N I I T_ � x x x x x x x x x x x x x x x X X X X X X X x x x x x ' >-- I x x k x X, : x x x x x x X x x x x x x 'x x 2x X x x x x x X/ X1 X x X� x x x x x x x x x x x x x Ix x x x > X/ x �X: x x x x Ix; :x x x x x x x X X X x > x x x x x 'x x X� x x x x x x x x x x x x x - x x x x x x x N, , , x x x X x x x x x x x X��Nx x x x x x x x x x AAV�r iu x X X X/ X K r- i? YI, 41 x x > x x x PIT>rqWNEDx�Ix x x x x x x x X�. x x x X x x x x x x x x x x x ix x x x x x x x x xi (#G=189.1)-, x x > X., x x I �? x x x x x x > : i i X'�WX X X x X X X �x ix x x x x K x X X x x x X\ x x x ix x x IF x X x x X1 K �p x x x x---->(--x x x x x x x x x x I x x x x X X X x X X x x x x x x x x x x x x x x x x x ) ' x x x x > A x x x x x ; X x x x x x x I x x x x x x x '43,4 X x 'x x x x x x x x x X�2 0 pa9c x x > C-4 x x x x x x x X� , X X-" ix x x x x x x Xi x X x X X X X X "x'j'i_ X, x X APPROXIMATE LOCATION OF x X x x x x x x x x X, x x x x x >( x x-- x" x x x x as EXISTING 2" HP GAS PER > ix x x x x x x x x x x X X X X X X X X Ix x x x x '5< x x x x x x x xi x x l< il�i_llj' ( P F KO. 1992 17 �x x x X X X /x I x x x x x x X' x x x x x x X_ x x x IXIE I x x x x x x x x X x x x x x x x x (E4=189.3) x x x x x x x ��'x /x x x x x x X x x APPROXIMATE LOCATION OF x < xI x x x x x x X x x x x x x x x x x i x x x EXISTING 14"A!FC. WATER 0 x x x x x x x x x x x XVX x X. x x xi x x x x x x v MAINPER 0. 824Y 4 x x x x x x x i x x x x x x ED! F(OF PAX X X x x x x x x x x < �<1 x x x x F x _q 'N-�< x 0' x x x x x x APPROXIMATE L CATION (E�-,189.6) A% x Y"�9� x A x x x x VC, SEWER x x x x J, x x x OF EXISTING 8 Ix x x x x x x x A. MAIN PER WO. 3234 (P >7'— x _x x x & I arF "Xi Flu Ay aW k& AR 7 W, ro 4m-No, `no"- 0 IN 170,93' 7'm 'm X"'J w v'tiI APPROXIMATE LOCATI KIM A"'s ii A, w'z'! F%7 Nv r=4012 W s\ (EG=190.4) (EG=194 Qll� V .6) A 1992-17 G) i 1 2 If"'I,"', '6 =193.2) (EG=191.3) el� 14 --190.3) (EG=190.6) (p Z lx� 3?, ma o� OF!, 16� F '4f izi F, I LEUCADIA BLVD P-IN, ss"01 No. 80356 Exp. 12/31/20 GRAPHIC SCALE I'F-10' STq� OF C C CIV\\. IVV\ I 10 0 10 20 30 *AIFWqi4FFT* 1) 1) LOT2 MAP 195.1) 1) LOT 1 MAP m I & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A. Solana Bcarh, CA 92075 ph 858.259.8212 1 fx 858.259.4812 1 plaaengintering.com 0 C) 3f C) L U) < 04 u uj , M 00 < Z L NQ 0 < 0) U) 0 0_0 < U) LO 06 te 00 LL Lu .. - Lu U) 04 -1 O c\j W 00 ff 04 ci 10 CD U) Lmo a , CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS-BUILT APPROVALS DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 0' BAR— BAK NEW SHEET I3- ROUGH GRADING FOR OUT PARCELS (4•L4-tk DESCRIPTION: STATION "l 34WCCS1 LOCATION: 2.5" DISK IN SDWK IN THE SOUTHEAST QUADRANT OF LEUCADIA BLVD AND ORPHEUS INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 80356 ' 0 TYLER G LAWSON EXP.: 12/31/20 111111111 RECOMMENDED: AP STEVE NOWAK I EDWARD J. WIMMER -15 1 DATE DATE ROUGH GRADING PLAN (APN. 254-362-12) FOR: ALIA DEVELOPMENT - 764 / 782 LEUCADIA BLVD APN: 254-362-13, -14, & -45-00 PLANNING CASE NO: 14-069 TMDB / DR / CDP / EIA 3 13866-G J13 L PUBLIC WORKS TYLER G LAWSON DATE PLANNING AVE, 37' EASTERLY OF TRAFFIC SIGNAL RECORD FROM: ROS 18416 ELEVATION: 178.543' DATUM: NAVD88 EDWARD J. WIMMER DATE REVIEWER SHEET 13 OF I I INSPECTOR , i I MISSION - --- PLEA 2083-03 0 C) 3f C) L U) < 04 u uj , M 00 < Z L NQ 0 < 0) U) 0 0_0 < U) LO 06 te 00 LL Lu .. - Lu U) 04 -1 O c\j W 00 ff 04 ci 10 CD U) Lmo a ,