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2011-10851 G (Plans)OWNER IS / MAIN A CONSIRIMON PERU FROM ENGINERNG MPARMNr AT LEAST 48 HOURS M1- PROPERTY TO WOWNG IN THE PUBLIC RGfr OF WW- FAILURE TO DO SO WLL FiMLT IN ISS144CE OF A STOP WOW NOTICE AM DOUBLE PERMIT FES6 IT IS THE FIESPONSIBLITY OF THE OWNER TO KNOW AHERE HIS/10 FROM SRI FOR A MINIMUM OF 5 FEE7 AT 2 PERCENT 40 BE CONVEYED TO AN APROW DRAINAGE FACM. III 1l F' `7 ` . 71 1 7•�1•�� 1 � 1 '10 NO 7 r 7r ••,•• • •a• 7. 1• a• • Y •,7'1' 7• • ! • !II 31 7 ! 37' • 'd•••,1 1 '1 '7Y• 7 •' no I •• JIT+71 • !•1 11 N•IYd • 1a•• 7 • . 1 "3• 1 . •• 71 1 •7'1- 'a1 -,a1 •• • • ,• a r l !•1 f`7• 1. 1 •t71 •• 17. 'd •,7' ♦71 •• 'd' •,SI • •• 1 • 17, -• 7► `.. 7. 71 1 •a• •71 •,71 7-al • 7 1. 77• •• ♦7 csl - 1 •• •• `.. IBC! •• . 1 1 •7. • 1 •`. ► 3• 7 ••T• • • •' •. • ' • •,7N! 131 • 1 1 • :1 1 i -, • • •• •1 . • 7•,. • ••,••1.`71 •• + • ` ••,f 1 •� ',7 -` • `7• •, 1••17! •7• 1 "• 131 1- 1 17• •a-, `• • • 71 1•..171 7 ` • • SI 1- ► �� 1 •tr r a • 7 ►71 .` ` SI f • ` 1 ` , ",:T'41 1 7 7YC i 1 •,7C !• 171 ..• 7f ` ",7•••,71 • 71 ► " .. ••71 •N •d • ` `+7 • 71 • !•d 1 DI••N.1 Y ` 71 • 17• • • 7. 1 7 •f 71 • It i •7 ,w : •• •r •-, Y,1,\ `3 f ••7. •- i • 1 7 1 7.71 71 ► ',• 1 7• 7• ilYC71 1' 1 1' 7 : 1 7 •'a. • • a • 1 I • lia a. : •• c 7 • r,7, t7 a •'• -a7. • 71 • •a •.t f r • •Y•7• •• • . `7 7 S 7•,•,71 • • •,77. / ` •',• 7 71 • 1 •• . • 7.\ • S •. 711 •- • +7 •• ^•,.• • • !•d / • •+7 • • '+ :7 71 • ' 7 . • ► `, 771 7.\ `71 • • 11',7.\ •,7 -,7 • ~ 19 7ECHNOLOG:Y, 9UIIE I" \ �\ IRVINE. CALI 924NO T. 040.780.0600 CONSULTING, INC. F•= IIG•7m•sm6 CIVIL ENGINEERING CV04141C.NEr `.AND PLANNING & SURVEYING G1MmNT0. 0 lldl REPL.ALE.D SWIM 4,5. (F . ... •., BERGIENCY WOW IS REQUIRED, CONII TONY ,7• 1 24 HOURS A 1 2- EQUIPkW AND VAIRIKERS FOR EMERGENCY WORK SI-PLLN BE MADE MLABLE AT ALL TIMES DURING THE RNNY 450ISON • i:7- 1 TO APRIL 7.700 7' ALS SHALL BE STOCKPILED ON SITE ON • •:7 RNN IS IMMINENT. & DVACES SHIM ON PLANS SHALL NOT BE MOI OR MODIFIED WTFIOUT THE APPRN& OF THE ENGINIEERING J•7 •- 4. THE cuI SHALL fEsmw AL EROSION CONTROL DBACES TO WOWNG ORDER TO THE SOTISFACIION Or THE CITY 7 t( ,7T AFTER EACH RUN-OT PRODUCING ENGINEER DUE TO M INOOMPLEE MNG OPER41ION OR UNFORESEEN CIRCUMSTANCES WHICH MXY ARISE 6. THE •• •• SHALL BE RESPONSIBLE 1 SHALL TAKE 7.7. \•• ••,7 • I. TO PRE\ENT PUBLIC TRIESPASS ONTO AREAS THKT ARE UNSAFE OR ARE POM91ALLY UNSAFE 7 ALL MOSION CONTROL MEASURES PKMDED PER THE offnM WDING PLAN SHALL BE INCORPORVED HERBON. 8. 1-•.171 1 THE PROJECT •7•, 7• MUS7 MNN MY FROM •• OF 103E CMUM04 OF •• H WORK 1• 9. ALL R30ME PROTSURVE DEMCES SHOWN SIJALL BE IN RACE AT THE END OF EACH �MNG DAY W-EN THE FIVE (5) 04Y RNN PRoommy Y,3 7 •771. Fom 'T•7 41._. 1 OTHER DEBRIS C>♦37��,�717:IiI7,�Y ?i;N;7 ?I: d ?I■ 1. FOR SM WATER POLUU111ON CONTROL PURPOSIES� ALL RUNOFF FROM ALL IM30MOLIS SLIWACES INCLUDING GIOSS AND IANDSCAPE AREAS ►7; t s• FOR SM WATER POLLUTION •• •• SI-IALL N91 BE MODIFIED WNW A PEW FROM CITY Zi ALL IMPEIMOUS AREAS WTHIIN THE SITE 9-kL DRAIN TO APPM0 EIMPAW FACILITIES AND/OR TO 1URF OR L4CSCAPE]D AREkS WTH ADMLIATE GROIJNDODM� PRIOR TO DISCHARGE FROM THE SITE. ALL IMPMM AREAS MUST SLOPE TOM THE APPI BMPIAMP FACILITY AIII THE TURFAANDSCNPED AREAS. 4. NO DRAINS SHALL BE INSRALLED IN KARDSCAPE, DRIVEW44i OR ANY CTHER IMPERoM AREA UNLESS THE FLOW FROM THE MAN DISCHARGES TO AN AMME IMP/13W. 5. DRIVEM�S SHAUL HAE A MINIMUM 09 CROSS SLOPE TOIAARD THE IMP/Ellf AREA OR ME MUM APPRMO DRAINAGE StSTEM THAT IS DESIGNED TO COLM RUNOFF AND DISCIHARGE IT M M ADWUATE • r, 3 • • 7, ` ra• • MODIFIED OR ERIE • PERU •• CITY. 7 THE INS7AiARCN OF ADDITIONAL IMPERVIOUS SUWACES NOT SHOWN ON THS PLAN MAY FWJRE RAT THIS PLAN BE MISED OR THAT A SEPAR4TE ENGINIMRING POW BE OBTAINED. 8, ALL EmsnNG AND PROPOSED TRASIi ENCUOSUFES SI-IALL BE HTFED TO COMPLY WTH STORM VATER BEST MWGIEMEW PRcnCE 7• a 7 DICLOSURES Sliql. K%E AN IMPMOUS, • •• ^ , LOOKS) ROOF THAT WU_ NOT ALLOW RNN WIJER TO ENTER THE IENCLOSURE. THE ENCLOSURE SHAa BE LOCII AND W-EN NOT .` BERM • 71 AT ALL OPENINGS TO HOLD IN ANY LIQUIDS BOAPE FROM DUMPSrER AM TO PRR99 ANY FLOW OF • , MTER 1HROUGH THE TRASII IENCLOSURE AFFik THE BERM CAN 13E CM67RJCFED WIDE AND FLAT M AIM ROLLING OF THE DUMPSIIER IN AND OUT. THE ENCU]SURE SHALL BE SELF CONTAINED OR MAY ME A DRAIN THAT DISCHARGES THROW AN ADEQATELY `171 • GREASE `a•. •• AND IS THEN 7-.71 MUM A • ••,• 71 HIMROCOREION FILER A ► SEPAI;AITE BUILDING PEW MAY 13E REWREI) FOR THIS STRUCIfURE. 2. FSAEN OF THIS PLAN BY SAN DIEGUITO W0JER DISRCT DOB NOT CONSITIlUTE REPRE!SEWATION AS TO THE S[RLICTURE WRHIN THE LIVE OF • : ;i ALL EXISTING • "a AHICH WAY AFFECT lase CROSSIM LINE PA94MNG OR ••,••Ias1 CONNECTION SHALL BE HELD VERIFIM ALL EXISTING OR PROPOSED UTILITY r,•.v NG WITHIN 10 FEET LNUR WATER MAINS UNLESS GMN WW" PERMISSION BY SAN DIEGUIM VATER DISTRICT AFFECTED MTER FACIUTIES MET MEL7 CURREW MTER AGENCIES! ► ,1. COMMITTEE 1 • •,►. FAaunES 00 NOT MEET 1 •d. THEN THEY SHALL BE LIPMADED TO CURRENT Sr*1 k -d. AT THE • EXPENSE ► at• GAS AND ELECTRIC WITM MEIIIERS MUST BE IN FRONT OF THE NICE THEY ARE SERAW •• . + • • a• • •• 7 a EFFECTIVE 1 •► • COMPLIANCE THIS LAW, THE DISTRICTSIJAIL REQUIRE ALL MOTERALS TO BE ND40D BRASS PARIS H „j,7[ C71 •• •d `7. • • 1 `7• •a. '•,• 171 'A 7 '1 •1H'd� • �• "� :1 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6.156 ACRES IMPERVIOUS AREA AFTER CONSTRUCTION: 4.719 ACRES DECREASE IN IMPERVIOUS AREA 1.436 ACRES IMPERVIOUS AREA REPLACED: TOTAL SITE AREA REPLACED r` COUNTY HEALTH DEPARTMENT 816N DATE SPECIAL DIdTMCtt' APPIIOVAL ` • • H 1 S. • ` 7 • • • • , ` • jij 0: 171 N r • '••7.' '•f 171 •• 7 • 0. St•,a\ 1 1'7A 1 7 Iwg;IIlI,,gllIlWlms6; NN Plin 4 , . 7 3. no e ZjZON C09ROL MET BE PFIOVIDED FOR ALL EROSIVE •7. SLOPED SURFACES 7J•7• • 9-16LL BE RO 7 L AGNNST EROSION BY INSTALLING EROSION Rac •7. SUCIIII AS EROSION •• •• MATS ADEQIATE GROUND COVER VEIGIETAIM 40 BONDED FIBER MlqRX NO E)MAnON AM GRADING s, ARE AI DURNG WET MRTHER. DIVERSION DIKES SHALL BE CONSTRI= TO CM14EL RUNOFF AROUND THE CONS11RUCTION SITE CWRACIIOR SliALL FROM CFWELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION OW;IOL MIEASURES. FEMOVE OWNG VEGETATION ONLY :C• 7 NMESSARY LARGE PROJIECM SII BE CONDLUED IN PIHASES TO AVOID LVEMDRY RBOK OF THE NqUFIAL GUM CDAR DO NOT R30E TREES OR SHRUBS UNNEOMRILY; THEY HELP DIECRE54SE EROSION. MFQVW \OL7AIlON MUST 13E RANTED ON %.0PES OR WHERE CONSTRUCTION IS N13T IMMEDIATELY PLANNED FOR EROSION CONTROL. POSE, EROSION SHALL BE PREVENTED 13Y RANM FAST-GRUMNG ANNU& AM PEREM& GRAMS TO SHED AND BIND THE SOIL RANT PERMANENT VEGETATION AS SOON AS POSSEILE, ONCE WAVATION AND MONO XWTIES ARE COMPLETE MTER USAGE FOR DUST CONTROL SFkL BE MINIMIZED ••,al MAJERALS SI-PLL BE CONTAINED IN A WJRE RACE TO PREVENT `77••1 90 SPILLAGE CMWM `a•• 1 CONTANMENT FOR 7 • ar • EIUMINAFE OR 71 • POLLUTION OF OR 7- FROM SMOLES KEPT ON-SITE 911OCKPILES MAY INCLUDE 9011, FAIRING MATERAIIS, ASPHN.T CONCREIL • . '.► 1-• 1••- ••,• •7. COVERED OR ••..• S 71 MTH SOIL smaumlm WASURES AND PROVIDED WRH A Tnvmw smmm BARRIER AROUND THE PEFamm AT ALL. TIMES. CONTRACTOW EMPUDIEES W-0 PERF0.W',OONSIRUCTION IN THE CITY OF ENDWAS SHALL 13E TRIM) TO 13E CITY OF ENCINIIAS • -, 7' •• O• •1 •,1 •, • •,7 7 7C NU ITS SHAUL 13E AVAILABLE • a • ••,, • PROPERTY • 7+ AND THE PRME CONlRC= MUST CONTRAM SHALL BE RESPONSIBLE FOR PROFIMY DISPOSING OF ALL V^W AND UNUSED CONSIRUCTION MAfERA.S. DUMPING OF SE OR WoSFE PRODUCIIS ON G;IOUND WHERE WOTER M CAW THIEM INTO APPROVED �j I •'7• AROUND 1 S•,: • DIVERT • •. • 1 0. • S• 171 7 FOR UENG DUMPSFER LIDS SHAil REMAIN Cl AT ALL TIMES. DUMPSI VIIHOUT UDS SMI BE RACED VM •7, WTH IMPI ROOFING OR •• l•,l ••,17- TO • 1 RAN CONTACT ANY TRkSH 7. MANY OONSTRUCTION MATERALS, INCLUDING SOLMNIIS, WITER-1314SED PAINTS, VEHICLE FUJIM BROKEN ASI+KT SIGNATURE EXPIRES 2 YEARS AFTER DATE TO AN APPROPIME LANDFILL OR DISPOSED OF AS HWR1/ . WEE. FOR INUMMON ON DISPOSAL. OF HWROOUS VATERAL, COLL THE HWIRDOUS WoSTE HOTLINE 7OU_ FREE AT (800) 714-1195. FOR lWaUTION ON 1 1 To CqDER DUMPSTERS 04L 71•• :1 POLLUTANTS SI-I BE IffT OFF EXPOSED SURFACM RACE TRASH CANS AND FMCUNG RECEPTACLES AROUND IFE SITE C a S E 1264 LAKE DRIVE ••.• )BLE TOILEFS MUST !i•1 WORKING •',17• AND • 7.171 FREQUENTLY FOR LEAS •• •• SHALL PROVIDE SECONDARY CONrAINMENF AND LOCATE PORMBLE TOILETS AVAY FROM ST(SCIRAN INEIS ON PERAOUS SURFACM I DS CITY ENGINEER fi- TT0ff=nCN DEERS SI-KLL BE KEPT ARRY FROM THE STREET, GUTTER AM 9MRADRAIN, CONTRACIOR MUST :,•. II.7 •. 7•. _,1 • :: ,1:17:,: 1. •:, 1 ?: ,7)(7111��:` 3.:1... �i.,.i�: •I�t /.��.�1�•� 1. W DOSTEIIII K4D U0CAJION OF UNDERGROUND UTILITY PIPES *0 STRUCTLIFIES SHOWN ON THESE RANS WERE OBTANED B`( A SEARCH OF AVAILABLE RMM TO THE BEST ar OUR "KEDGE IFIERE ARE NO 6 THE CWRACrWS RMOISIBILITY TO OOWACr THE FMONNIG • a . OF 1 UTILITIES OR SIRUCTURES WORK. PRIOR TO ANY DMATICK FOR VERIFIQITION AND LOrAllON OF UTILITIES AND NCTIFICATION OF OMeMAX OF M06 w`1 w 1 BL GNS & 7 s `It :1 Yel 7• 1W • WITER 1 :11 :11 1 7 T e `: :1 E CABLE TV - •O •• • . :1 :1. :IL J CONIROCIOR SFKL NOTIFY CITY ENGINE ENGINEKS OFFICE 48 HOURS PRIOR • BEGINNING r, ON d 7 • (760)-633-Z770 3 THE •• •• SHALL GIVE 24 HOURS NOTICE ON •• INSPIECTION. • .• 1 WORK '7•. R N WTHOUT BENEFIT OF '7 • WILL BEsuaI WJEcnON NO FaWAL PLANS PREPARED UNDER -7 -1Z UPERVISION OF DATE:-1_g .- RCE NO: BTINo EXP.. 0 111 3 %1 92 DELAWARE LIMITED LIABILITY COMPANY YFLIL 1 T� N,TAL I� smoIONN 00mr '•A7! ,LGCGE()TELPkI[CDL BLAKE EWU17 I, T-REVeR MIS A REGISTERED CIVIL ENGINEER THE STATE OF� CAUFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CE THAT 6E6EAN--� 1,1E99RP9RATED- ACCEPTS THE ROLE OF GEOTECHNICAL ENGINEER OF RECORD. THIS ACCEPTANCE ISAASED ON REVIEW OF THE PACIFIC SOILS ENGINEERING, INC. REPORT ENTITLED PRELIMINARY GEOTECHNICAL INVESTIGATON , AND GRADING PLAN REVIEW, MONTAGE PROJECT, ENCINITAS, CA, DATED SEPTEMBER 22, 2009. AS SUCH, . CONCURS WITH THE FINDINGS AND CONCLUSIONS AND RECOMMENDATIONS PROVIDED THEREIN, EXCEPT AS SUPERSEDED BY FOUR REPORT ENTITLED CHANGE OF GEOTECHNICAL ENGINEER OF RECORD AND UPDATE REPORT, ENCINITAS 12, 1264 LAKE {DRIVE, ENCINITAS, CA, DATED APRIL 4, 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, i WITH -10 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THEME GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THISP PROJECTA HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS,_ T%I "II PlunF.[T SIGNED: Q� ®f ESStq , ?CNTONN 'i ►e RCE NO: -in -1 It) 5 EXP. DATE: 7fi2jjtdk (6/30/15 N n P �t ® G( L xp.09/30 JOB ,,,.,� 1 157 °01 * �t I - -- - -- -- T cruse ,, r�ti COMPANY GEeeON, INEIBRPI (9$91 - 3(09 -6141 ADDRESS , CA 92121 -° LGC GEOTECHI.I) LAL , INC. PHONE 35B -6968 131 LALLE ! GLE5lA , 511ITE •A" WA�OFOI OFwORIC SAM GLEMEMTC., CA 92�-l2 THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: ' Q DATE: 1 -7 - VINCENT W. SCARPATI COMPANY: C & V CONSULTING, INC ADDRESS: 18 TECHNOLOGY, SUITE 154 IRVINE, CA 92618 PHONE NUMBER: (949) 769 -6600 RICE EXPIRES 06/30/2012 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 645.0, H : 21A' V MAXIMUM VERTICAL DEPTH OF CUT = MAXIMUM VERTICAL DEPTH OF FILL = Z' CUT sm 12578 C.Y. FILL = 6533 C.Y. EXPORT = 6.200 C.Y. BMP PROJECT STATUS PRIORRY $TommATER 7REATlimT FAcwm,ro BE mAwANm oY NIDA/ HOLWMER /ARILIilo.INAD00RDMCEVMHT WENANICE AOREE7IENT FOR PRIVATE 6IIIM TREATi IEKITAND 8TORMIWATER Ono mpn POILLLMON CO ON V"ppGlppML FAgJ716$' p7a W/2, A800C,it 2Z/2,- 03IF1 SDWD W11 -120 PLAINLO AND EIIEIDNO PAM AND I!!CI!lA710N SAN D I EGU I TO WATER D I ST. �IClEi'AS PElE APPROVED �j I q 1�G BY GLAIR - /Q• /L KNOLL DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE EIIIO�ERNO WAMENT APPIIOVAW CITY OP E I N M - LSIOEIEE ___ Ste• LIEPARt1ENT DRAwNO NO: REVIEWED GIRAOING PLMI FOR C a S E 1264 LAKE DRIVE M' • CITY VENTURES �PP�eI� p...., pec PIC. 10851 rG i c c mmmcam DEPUTY 9/27112. I DS CITY ENGINEER 200.21248 RCSallk. LIc xo%c ". . av, D,.,: � SHEET 1 ' DATE DATE 1 1 /Qj ". • e•, 7.�: PLANNM CABS NO: 10-M TIMD6=Pfi*WNUEIA a••,►. q- .. ,, � -., , . ..; . IN- I. ME JONI CASE NO. 10 -028 TMDB /DR /MIN /EIA /CDP APPROVED AS PER PC RESOLUTION NO. 2010 -24 ON DECEMBER 16, 2010 BY THE ENCINITAS PLANNING COMMISSION. FIRE DEPARTMENT NOTES: SCATHE FOLLOWING CONDITIONS SHALL BE COMPLETED AND /OR FULFILLED TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT: PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE PROJECT SITE ALL OF THE 3. EACH LOT /UNIT SHALL BE REQUIRED TO INSTALL THE LANDSCAPING BEYOND THAT WHICH IS SHOWN ON THE APPROVED LANDSCAPE PLAN FOLLOWING SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT DATED RECEIVED ON NOVEMBER 9, 2010 BY THE CITY OF ENCINITAS WITHIN ONE (1) YEAR AFTER OCCUPANCY OF THE UNIT. 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE 4.UPON COMPLETION OF THE INSTALLATION OF THE LANDSCAPING AND THE IRRIGATION SYSTEM, A FINAL FIELD OBSERVATION SHALL BE INSPECTING DEPARTMENT OR AGENCY. CONDUCTED AND A CERTIFICATION OF SUBSTANTIAL COMPLETION SHALL BE PROVIDED TO THE CITY. THE CERTIFICATE SHALL SPECIFICALLY INDICATE THAT PLANTS WERE INSTALLED AS SPECIFIED AND THAT THE IRRIGATION SYSTEM WAS INSTALLED AS DESIGNED. THE CERTIFICATE OF 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A SUBSTANTIAL COMPLETION SHALL BE COMPLETED AND SIGNED BY A STATE LICENSED LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR, OR AN PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; AND IRRIGATION DESIGNER WHO ALSO HOLDS A STATE LICENSE. IN THE LANDSCAPE FIELD. 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE 5.THE BUILDING FOOTPRINT FOR ALL RESIDENCES SHALL CONFORM TO THE BUILDING ENVELOPES ESTABLISHED PURSUANT TO THE APPROVAL DEPARTMENT AND APPLICABLE WATER DISTRICT. TENTATIVE MAP FOR THE SUBJECT PROJECT WITH THE FOLLOWING EXCEPTIONS; °E E °ENE 4. INSTALL TWO -SIDES "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM ° °N a. ARCHITECTURAL PROJECTIONS SHALL BE ALLOWED AS ESTABLISHED WITHIN CHAPTER 30.16 OF THE ENCINITAS MUNICIPAL CODE IN RE s -- � � °ENSE 4g ENE CENTER LINE ON HYDRANT SIDE. RELATION TO THE BUILDING SETBACK ESTABLISHED WITH THE APPROVED TENTATIVE MAP. — — — — — °RE -� x - - al HV 12 =N HV 3/ v ° 5. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND ASP" ? MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE b. PATIO COVERS AND ANY AND ALL ACCESSORY STRUCTURES PROPOSED SHALL BE SUBJECT TO THE PROVISIONS OF CHAPTER 30.16 OF 331. 2 - — AS,, THE ENCINITAS MUNICIPAL CODE THE PROVISIONS FOR ENCROACHING INTO BUILDING SETBACKS SHALL BE APPLIED IN ASSOCIATION WITH CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. THE BUILDING ENVELOPES ESTABLISHED ON THE APPROVED TENTATIVE MAP. 6. ALL ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS 7.A TEMPORARY BUSINESS /SALES OFFICE SHALL ONLY BE ALLOWED ON LOT 4 IN ORDER TO PROVIDE ADA ACCESSIBLE PARKING. THE OF NOT LESS THAN 75,000 POUNDS. TEMPORARY BUSINESS /SALES OFFICE SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 30.46. 10OA2 OF THE MUNICIPAL CODE AND SHALL BE POLE ! 7. ALL CURB FRONTAGE ON PRIVATE ROAD NOT SHOWN TO HAVE PARKING SHALL HAVE "NO IDENTIFIED, ON THE BUILDING PERMIT SITE PLAN AND BE REMOVED UPON THE ISSUANCE OF CERTIFICATE OF OCCUPANCY OF THE UNIT ON THE LOT 12 LOT IT IS CONTAINED WITHIN TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. SHOW THIS OFFICE ON THE GRADING PLAN. LOT ° S PARKING" PER THE ENCINITAS FIRE DEPARTMENT REQUIREMENTS. &THE TEMPORARY CONSTRUCTION TRAILER SHALL BE RELOCATED UPON ISSUANCE OF CERTIFICATE OF OCCUPANCY OF LOT 4 /UNIT 4 AND � I REMOVED AFTER THE LAST LOT /UNIT RECEIVING CERTIFICATE OF OCCUPANCY TO THE SATISFACTION OF THE PLANNING AND BUILDING H LT Es DEPARTMENT. I ` No 9.THE KEEPING OF ANIMALS ON LOTS 1 THROUGH 12 SHALL BE IN CONFORMANCE WITH CHAPTER 30.55 (ANIMAL REGULATIONS) OF THE ENCINITAS MUNICIPAL CODE. 1 SHEET T LOT 2 1 ° 10. ALL ACCESSORY USES SHOWN ON THE APPROVED PLANS AND AS DEFINED BY CHAPTER 30.48 (ACCESSORY USE REGULATIONS) OF THE 4 MUNICIPAL CODE, SHALL APPLY TO THE VARIOUS OUTBUILDINGS AND ACCESSORY USES PROPOSED ON ALL 12 LOTS WITHIN THE PROJECT. COMPLIANCE WITH THIS CHAPTER SHALL BE DEMONSTRATED DURING THE BUILDING PLAN CHECK PROCESS PRIOR TO BUILDING PERMIT ISSUANCE — PER LOT. G5 APPROVAL OF THIS REQUEST SHALL NOT WAIVE COMPLIANCE WITH ANY SECTIONS OF THE MUNICIPAL CODE AND ALL OTHER APPLICABLE CITY REGULATIONS IN EFFECT AT THE TIME OF BUILDING PERMIT ISSUANCE UNLESS SPECIFICALLY WAIVED HEREIN. _ G10 ALL RETAINING AND OTHER FREESTANDING WALLS, FENCES, AND ENCLOSURES SHALL BE ARCHITECTURALLY DESIGNED IN A MANNER SIMILAR TO, a 'sN r s AND CONSISTENT WITH, THE PRIMARY STRUCTURES (E.G., STUCCO - COATED MASONRY SPLIT -FACE BLOCK OR SLUMP STONE). THESE ITEMS \ OT 11 SHALL BE APPROVED BY THE PLANNING AND BUILDING DEPARTMENT PRIOR TO THE ISSUANCE OF BUILDING AND /OR GRADING PERMITS. \ a LOT 3 Asa" DIP OT 10 I 6 R ES G11 ALL ROOF - MOUNTED EQUIPMENT AND APPURTENANCES, INCLUDING AIR CONDITIONERS AND THEIR ASSOCIATED VENTS, CONDUITS AND OTHER N o °Es MECHANICAL AND ELECTRICAL EQUIPMENT, SHALL BE ARCHITECTURALLY INTEGRATED, AND SHALL BE SHIELDED FROM VIEW AND SOUND BUFFEREDs ` I LOT 4 , o TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. NOTE: ALL ROOFTOP EQUIPMENT SHALL BE ASSUMED VISIBLE UNLESS DEMONSTRATED OTHERWISE TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT, AND ADEQUATE STRUCTURAL SUPPORT SHALL BE \ iI INCORPORATED INTO BUILDING DESIGN. ROOFTOP VENT PIPES SHALL BE COMBINED BELOW THE ROOF, AND SHALL UTILIZE DECORATIVE CAPS f , JM\ 5 WHERE VISIBLE FROM ANY POINT. GROUND - MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT SHALL ALSO BE SCREENED THROUGH USE OF A yea p � WALL, FENCE LANDSCAPING BERM, OR COMBINATION THEREOF TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. ALL KES s 5 PEN MRA \ R-E EXTERIOR ACCESSORY STRUCTURES SHALL BE DESIGNED TO BE COMPATIBLE WITH THE PRIMARY BUILDING'S EXTERIOR TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. ° IRE — � \ G12 PRIOR TO ANY USE OF THE PROJECT SITE PURSUANT TO THIS PERMIT, ALL CONDITIONS OF APPROVAL CONTAINED HEREIN SHALL BE COMPLETED °REg 514E IS l / PUS OR SECURED TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. Q \ SSOJ G14 A PLAN SHALL BE SUBMITTED FOR APPROVAL BY THE PLANNING AND BUILDING DEPARTMENT, THE ENGINEERING SERVICES DEPARTMENT, AND THE ° SP" t FIRE DEPARTMENT REGARDING THE SECURITY TREATMENT OF THE SITE DURING THE CONSTRUCTION PHASE, THE ON -AND OFF -SITE CIRCULATION LOT FJ AND PARKING OF CONSTRUCTION WORKERS' VEHICLES, AND ANY HEAVY EQUIPMENT NEEDED FOR THE CONSTRUCTION OF THE PROJECT. wES \A G21 ALL UTILITY CONNECTIONS SHALL BE DESIGNED TO COORDINATE WITH THE ARCHITECTURAL ELEMENTS OF THE SITE SO AS NOT TO BE EXPOSED Q 9 ! EXCEPT WHERE NECESSARY. LOCATIONS OF PAD MOUNTED TRANSFORMERS, METER BOXES, AND OTHER UTILITY RELATED ITEMS SHALL BE p� s9 - 5 o NN INCLUDED IN THE SITE PLAN SUBMITTED WITH THE BUILDING PERMIT APPLICATION WITH AN APPROPRIATE SCREENING TREATMENT. TRANSFORMERS, SHEET I: TERMINAL BOXES, METER CABINETS, PEDESTALS, DUCTS AND OTHER FACILITIES MAY BE PLACED ABOVE GROUND PROVIDED THEY ARE SCREENED WITH LANDSCAPING. m s � I j �" 3 �� 6 _� L1 THE PROJECT IS SUBJECT TO CHAPTER 2326 OF THE MUNICIPAL CODE (WATER EFFICIENT LANDSCAPE PROGRAM), WHICH REQUIRES A LANDSCAPE LOT AND IRRIGATION PLAN TO BE PREPARED BY A STATE LICENSED LANDSCAPE DESIGNER. THE REQUIREMENTS FOR THE PLANS ARE LISTED IN \ " — �g CHAPTER 23.26. THE LANDSCAPE AND IRRIGATION PLANS INCLUDING THE REQUIRED SIGNATURE BLOCK OF THE STATE LICENSED LANDSCAPE SHEET 8 r— r DESIGNER MUST BE SUBMITTED AS PART OF THE BUILDING PERMIT APPLICATION FOR THE PROJECT. °ENSE ° meES r� � ie C DENSE L2 ALL REQUIRED PLANTINGS AND AUTOMATED IRRIGATION SYSTEMS SHALL BE IN PLACE PRIOR TO USES OR OCCUPANCY OF NEW BUILDINGS OR — STRUCTURES. ALL REQUIRED PLANTINGS AND AUTOMATED IRRIGATION SYSTEMS SHALL BE MAINTAINED IN GOOD CONDITION, AND WHENEVER NECESSARY, SHALL BE REPLACED WITH NEW MATERIALS TO ENSURE CONTINUED COMPLIANCE WITH APPLICABLE LANDSCAPING, BUFFERING, AND (° E ° SCREENING REQUIREMENTS. ALL LANDSCAPING AND IRRIGATION SYSTEMS SHALL BE MAINTAINED IN A MANNER THAT WILL NOT DEPRECIATE �� j I n, P °° ADJACENT PROPERTY VALUES AND OTHERWISE ADVERSELY AFFECT ADJACENT PROPERTIES. ALL IRRIGATION LINES SHALL BE INSTALLED AND CfJ �1 MAINTAINED UNDERGROUND (EXCEPT DRIP IRRIGATION SYSTEMS). I I L3 ALL PARKING AREAS AND DRIVEWAYS SHALL CONFORM WITH CHAPTER 30.54 OF THE MUNICIPAL CODE AND THE CITY'S OFF- STREET PARKING AND ° s` , m S LOT 7 DESIGN MANUAL INCORPORATED BY REFERENCE THEREIN. L4(B) ALL LANDSCAPING, FENCES, WALLS, ETC. ON THE SITE, IN ANY ADJOINING PUBLIC PARKWAYS (THE AREA BETWEEN THE FRONT PROPERTY LINE I' ' AND THE STREET) SHALL BE PERMANENTLY MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THE MAINTENANCE PROGRAM SHALL INCLUDE NORMAL 1> =� I I r R05 CARE AND IRRIGATION OF THE LANDSCAPING; REPAIR AND REPLACEMENT OF PLANT MATERIALS AND IRRIGATION SYSTEMS AS NECESSARY; AND METE II I !I I k 3.5 GENERAL CLEANUP OF THE LANDSCAPED AND OPEN AREAS, PARKING AREAS AND WALKWAYS, WALLS, FENCES, ETC. FAILURE TO MAINTAIN °ENE 34S 5 LANDSCAPING AND THE SITE IN GENERAL MAY RESULT IN THE SETTING OF A PUBLIC HEARING TO REVOKE OR MODIFY THE APPROVAL. THIS o I ` "EE CONDITION SHALL BE RECORDED WITH THE COVENANT REQUIRED BY THIS RESOLUTION. LOT L5 ALL MASONRY FREESTANDING OR RETAINING WALLS VISIBLE FROM POINTS BEYOND THE PROJECT SITE SHALL BE TREATED WITH A PROTECTIVE �^ J$ oo h ° SEALANT COATING TO FACILITATE GRAFFITI REMOVAL. THE SEALANT SHALL BE OF A TYPE SATISFACTORY TO THE ENGINEERING AND PLANNING AND BUILDING DEPARTMENTS. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE REMOVAL IN A TIMELY MANNER OF ANY GRAFFITI POSTED ON ' E SUCH WALLS. LOT EEE SHEET 4 --j S1 ANY SIGNS PROPOSED FOR THIS DEVELOPMENT SHALL BE DESIGNED AND APPROVED IN CONFORMANCE WITH ENCINITAS MUNICIPAL CODE CHAPTER 30.60. SEE f °E sE DR1 ANY FUTURE MODIFICATIONS TO THE APPROVED PROJECT WILL BE REVIEWED RELATIVE TO THE FINDINGS FOR SUBSTANTIAL CONFORMANCE WITH A DESIGN REVIEW PERMIT CONTAINED IN SECTION 23.08.140 OF THE MUNICIPAL CODE. MODIFICATIONS BEYOND THE SCOPE DESCRIBED THEREIN m Pza °iRr MAY REQUIRE SUBMITTAL OF AN AMENDMENT TO THE DESIGN REVIEW PERMIT AND APPROVAL BY THE AUTHORIZED AGENCY. I o sE DEN SSSS PY L�� o ROVESS /Opp 39.5 \ sac- AN, _ � � I � I � Poo Q''18 TECHNOLOGY, SURE 154 — — ' IRVINE, CALIFORNIA 02618 > No. 3 520 INDEX MAP T. >i�•78O.8800 * Exp. 6/30/2014 CONSULTING, INC. F.>�.7ae -ews 1 " =80' CIVIL ENGINEERING cvcHINC NU �siFOF ea�� °��! LAND PLANNING & SURVEYING DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL UK vm ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RCVZ - 12 2A 1-s DESCRIPTION: 2.5" BRASS DISC IN CURB PLANS PREPARED UNDER SUPERVISION OF REVIEWE BY: GRADING PLAN FOR: 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: S °2 -1 r. � . RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 GkEG : 33520 ELDS CITY VENTURES 'I OSJ'I -Ca R.C.E. NO. ELEVATION: 323.9E3' VERTICAL: AS SHOWN N 127 / (� DEPUT CITY ENGINEER 260-212-18 DATUM: NAVD88 VINCENT W. SC RPATI EXP.: 06/3012012 DATE DATE 9 ' ?,7 It (z, PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA SHEET 2' `, 42 0 CD rn Irl- w r LO Uww ?1-0 ADC) F- �0� z0v O Z U V Lh Z r 0 �1a 6' HIGH WALL SYSTEM SITE WALL OPTIONAL FLAT GAP CMU GROUTED ONLY@ VERT STEEL DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF 2 ALLOWABLE LATERAL PASSM PRESSURE = 200 PCP 3. CONCREWGROUTSTRENGTH = 2000 PSI P 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #4 EARS AND SMALLER GRADE 60 FOR #5AND LARGER 5. SEISMDCC -ZONE 5. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. /WLFSTRESSES USED - NO SPECIAL INSPEC770N REQD. MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT SLOPE WALL @ TOP WALL &D 1 FT. SE734CK WALL 1 FT. SETBACK 2 701 26" 2'-0" =iIiii �! 3701 1=8" — =1I III = III -Il p T TO DAYLIGHT 8" CONT. NOTE: 1. REFER TO SEPARATE LANDSCAPE PLANS FOR WALL BLOCK AND CAP COLORS, MATERIALS, FINISH AND SPECIFICATIONS. 2. REFER TO SEPARATE STRUCTURAL CALCULATIONS FOR BLOCK STRENGTH, REINFORCING, AND FOOTING DESIGN. STREET PARKING ARE HYDRANTS m 51 yl ~821" `V ��12' NOTES: 1. CONCRETE BLOCK SWILL. CONFORM TO 0917 STD. 21-4. ORCO STD. #4 VERT DROP -IN BAR @ 24" PRECffiON, SPLIT FACE, SLUMPED, OR WLDGELOfX BLOCK MAY BE =iIiii �! DESCRIPTION 01C (36 " 01C FOR 18" LONG USED =1I III = III -Il p iii PROPOSED AC PAIEMENT AND CMU) WATER METER PROPOSED PCC SIDEWALK CHESS BY: IL L CONCRETE FOR FOOTING SHALL BE I PARTCEMENT TO 2 -112 � MODIFIED PCC PROPOSED 4" PARTS SAND TO 3-112 PARTS GRAVEL WIDTA MAXIMUM OF 1 -112 PROPOSED #65TD.XJINTREINFORCEhfENT #6 ST D GALLONS OF WATER PER SAOC PORTLAND CEMENTSHALL CONFORM MODIFIED PC " (3 PLACES) PER UBCSTD. TOA5TM C 150 TYPE HIV. FY = 4500 PSI W10.45 WATER/CEMENT REVIEWED B MASH MAHER, C42519 C1 1 27 ( 11 DATE NOTE • PROPOSED EASEMENT 21 -10 USE #5sm.. FOR SLUMP RATIO. BLOCK 3 REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO PROPOSED PRIVATE ROAD ASTMA 615 GRADE 40 FOR 94 94RSAND944LLE72, GRADE 60 FOR TO BE GRANTED TO SAN DIEGUITO WATER DISTRICT AND #5 AND LARGER. PROVIDE 40848 DIAMETER LAP FOR GRADE 40 NTS RE84R AND 48 BAR DIAMETER LIP FOR GRADE 60. b SHEET 3 OF 42 PER FINAL MAP. 4 REAAR SHALL B €C wnwEDIN THE CONCRETE BLOCK CELL IN WRICHITISLOCATED. 5. CONCRETE BLOCK SHALL BELAYED IN RUNNING BOND PATTERN WITH VER77CAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CEII CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. Z USE OSP TYPE MORTAR PROPORTIONED USING USC TABLE NO. 04 DOI024'01C 21A. I PARTCL7I 70112 PART LIME TO 4-112 PARTS DAMP, (18'01C I8 "LONG OW) LOOSESAND. �Bs1 =9" B GROUT FOR CONCRETEBLOCKTO HE PART CEMENT TO3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8 " PEA GRAVEL IF WEATHLRCONDI7IONSAREFAVORABLEAND BLOCKUNOBSTRLKTED CELL SIZEISSUFFIC7ENT TOALLOW GOOD GROUTFLOW). WATER swamr SHALL BEARDED TO PRODUCE GOOD GROUT FLOW W77HVUT SEGREGATION OF THE CONSIT UENTS. 9. BLOCKSTEM MAYBE PWT-SETI -112"INTO THEFOOTING WHILE THE CONCRETE 15 PLASTIC BLOCK STEM MAY BE PLACED TO _ 2 EITHER EDG E OF THE TRENCH TYPE FOOTING. FcK f MAX I 1 1 1 f 10, F007TNG MUST BE POURED ON OR INTO UNDISTURBED „ NATURAL SOIL OR ON COMPACTED FILL WfTHA MINIMUM COMPACTION 01 Z Sy 11. FIRSTINSPEMNY TO BEAFTER FOOTING TRLiVCl/ESARE •ti " READYFOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN P LACE SEOWD INSPECTION TO BE WHEN THEREQUIRED VERTICAL ISIN ti PLACEAND THERLOCK WALL IS READY TO GROUT. H #4 HORZ CONT. 12. MAXIMUM CONTROL JOINT SPACING. 40'01C OR 20' 0 /CIF THE WALL 15 TO BESNICMCOATED m � T TO DAYLIGHT 8" CONT. NOTE: 1. REFER TO SEPARATE LANDSCAPE PLANS FOR WALL BLOCK AND CAP COLORS, MATERIALS, FINISH AND SPECIFICATIONS. 2. REFER TO SEPARATE STRUCTURAL CALCULATIONS FOR BLOCK STRENGTH, REINFORCING, AND FOOTING DESIGN. STREET PARKING ARE HYDRANTS m PL I r ~IQ Z � I CL b 1 � 0 Q w LL LL Q — TOP OF SCREEN WALL 1.338 (TYP.) O.C. TF 8 "x8" OPENING O 16" D.C. AT GROUND LINE REMOVE BLOCK WHERE REINF. IS NOT PRESENT (TYP.) PROPOSED GRADE (TYP.) VENTED SCREEN WALL SIDE YARD SCREEN WALL RETURNS TYPICAL, N.T.S 8' -� 1A„ NOTE'.' DISTANCE MAY BE DECREASED IF NECESSARY TO �7 KEEP SLOPE BELOW 20% SIDE YARD GRADING DETAIL TYPICAL, NO SCALE BLOCK SCREEN PL WALL(WHERE OCCURS) (6' TO E. ABOVE I HIGHER PAD) 15' MIN 15' MIN FL 3, 1' FL FF MIN MIN 1 MIN PAD MIN FF T0" I 2% MIN 7�� 20% MAX 2% MIN \ 2:1 MAX 27 MIN 3' PVC DRAIN 8' MAX 2% MIN 20% MAX BELOW FL 2:1 MAX 3' PVC DRAIN BELOW FL SIDE YARD GRADING TYPICAL, NO SCALE LOT TO LOT t 0.5' NOTE: 6' MAX 1. WALL IS A 'NOISE WALL' P OR GAPS. PAD GRADE E' 'g- 69 HIGH SHARED WALL NTS WATER PROPOSED 6' HIGH SOUND FENCE T MAINTAINED PRIVA PROPOSED 6' WIDE PRIVATE LANDSCAPE & IRRIGATION EASEMENT PROPOSED GRASS SEE STREET PLANS FOR B R/W OFFSITE 1 I ONSITE , 1 'E• (ALL IS A 'NOISE WALL' NO OPENINGS, CRACKS GAPS, 6' HIGH PERIMETER WALL NITS NOTE: Nc+oSe 64rr(erS shall be Sold Ghd be cLes;9Ner_ sv,e� 46%6 I 4%%ere 0.re h0 olJe•tirtcg Or cracks, Or 9gPs 't'hrou Ahy seww.s, crocks, or 0. S sh ll ��+ or below -the bc%rreer, bwrrter is e- �Sed,, i� � p q be �ac.l kod or �; filed. I c� A•vveoal She.11 lhwve w St1 r f._c e 3.5 oc. of per s u.c4re -('oe>� C dev+st'(`r 0; CA Iec,S-L P P 9 eye ;vale„b +0 3 /ti - iKch ply wood), i PROTECT ENSIING AC z \-EXISIING`PCC SIDEWALK PAVEMENT AND BASE PCC CURB � NOTE.- LAKE DRIVE IS CLASSIFIED r 3RALL_I pROPOSED PCC. IWMENT CURB DETAILS W /4° OPENINGS EVERY 10' LAKE DRIVE CROSS SECTION AS CLASS 3 BIKE ROUTE. NTS EXISTING 10' WIDE EASEMENT FOR COUNTY HIGHWAY RECORDED AUGUST 13, 1954 IN BOOK 5331, PAGE 55t,, OF OR - = 35 20' p I - 6' 12' BIKE LANE TRAFFIC PAVEMENT AND 14 -7 LF PROPOSED SANTA FE DR. CROSS SECTION AC PAVEMENT AND NTS BASE STREET WIDENING WALL NOTE SANTA FE DRIVE IS CLASSIFIED AS CLASS 2 BIKE LANE • IR VINE, CALOOY, SURE 618 IRVINE, CJILJFORNIA >a261B T.O4O.7GO.00M CONSULTING, INC. F. wo.79W.eeoa LAND PLANNING ENGINEERING SURVEYING NG CVC-IFtC.NEr 51 yl ~821" `V ��12' --2% 12" �i'r =iIiii �! DESCRIPTION WATER MEIER� PROPOSED 4' WE ? =1I III = III -Il p iii PROPOSED AC PAIEMENT AND i WATER METER PROPOSED PCC SIDEWALK CHESS BY: IL BASE FULL WIDTH � MODIFIED PCC PROPOSED 4" s PROPOSED ROLLED CURB MODIFIED PC " SEWER MAIN PROPOSED WATER MAIN REVIEWED B MASH MAHER, C42519 C1 1 27 ( 11 DATE NOTE • PROPOSED EASEMENT ROLLED CURB 10851-G OVER PRIVATE ROAD (L0T A) PROPOSED PRIVATE ROAD CROSS SECTION TO BE GRANTED TO SAN DIEGUITO WATER DISTRICT AND NTS CARDIFF SANITARON DISTRICT SHEET 3 OF 42 PER FINAL MAP. PL I r ~IQ Z � I CL b 1 � 0 Q w LL LL Q — TOP OF SCREEN WALL 1.338 (TYP.) O.C. TF 8 "x8" OPENING O 16" D.C. AT GROUND LINE REMOVE BLOCK WHERE REINF. IS NOT PRESENT (TYP.) PROPOSED GRADE (TYP.) VENTED SCREEN WALL SIDE YARD SCREEN WALL RETURNS TYPICAL, N.T.S 8' -� 1A„ NOTE'.' DISTANCE MAY BE DECREASED IF NECESSARY TO �7 KEEP SLOPE BELOW 20% SIDE YARD GRADING DETAIL TYPICAL, NO SCALE BLOCK SCREEN PL WALL(WHERE OCCURS) (6' TO E. ABOVE I HIGHER PAD) 15' MIN 15' MIN FL 3, 1' FL FF MIN MIN 1 MIN PAD MIN FF T0" I 2% MIN 7�� 20% MAX 2% MIN \ 2:1 MAX 27 MIN 3' PVC DRAIN 8' MAX 2% MIN 20% MAX BELOW FL 2:1 MAX 3' PVC DRAIN BELOW FL SIDE YARD GRADING TYPICAL, NO SCALE LOT TO LOT t 0.5' NOTE: 6' MAX 1. WALL IS A 'NOISE WALL' P OR GAPS. PAD GRADE E' 'g- 69 HIGH SHARED WALL NTS WATER PROPOSED 6' HIGH SOUND FENCE T MAINTAINED PRIVA PROPOSED 6' WIDE PRIVATE LANDSCAPE & IRRIGATION EASEMENT PROPOSED GRASS SEE STREET PLANS FOR B R/W OFFSITE 1 I ONSITE , 1 'E• (ALL IS A 'NOISE WALL' NO OPENINGS, CRACKS GAPS, 6' HIGH PERIMETER WALL NITS NOTE: Nc+oSe 64rr(erS shall be Sold Ghd be cLes;9Ner_ sv,e� 46%6 I 4%%ere 0.re h0 olJe•tirtcg Or cracks, Or 9gPs 't'hrou Ahy seww.s, crocks, or 0. S sh ll ��+ or below -the bc%rreer, bwrrter is e- �Sed,, i� � p q be �ac.l kod or �; filed. I c� A•vveoal She.11 lhwve w St1 r f._c e 3.5 oc. of per s u.c4re -('oe>� C dev+st'(`r 0; CA Iec,S-L P P 9 eye ;vale„b +0 3 /ti - iKch ply wood), i PROTECT ENSIING AC z \-EXISIING`PCC SIDEWALK PAVEMENT AND BASE PCC CURB � NOTE.- LAKE DRIVE IS CLASSIFIED r 3RALL_I pROPOSED PCC. IWMENT CURB DETAILS W /4° OPENINGS EVERY 10' LAKE DRIVE CROSS SECTION AS CLASS 3 BIKE ROUTE. NTS EXISTING 10' WIDE EASEMENT FOR COUNTY HIGHWAY RECORDED AUGUST 13, 1954 IN BOOK 5331, PAGE 55t,, OF OR - = 35 20' p I - 6' 12' BIKE LANE TRAFFIC PAVEMENT AND 14 -7 LF PROPOSED SANTA FE DR. CROSS SECTION AC PAVEMENT AND NTS BASE STREET WIDENING WALL NOTE SANTA FE DRIVE IS CLASSIFIED AS CLASS 2 BIKE LANE • IR VINE, CALOOY, SURE 618 IRVINE, CJILJFORNIA >a261B T.O4O.7GO.00M CONSULTING, INC. F. wo.79W.eeoa LAND PLANNING ENGINEERING SURVEYING NG CVC-IFtC.NEr y� N3 0 9� y � > v � 33520 * Exp. 6/30/2014 + CAUF��\! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGDNIED BY: DRAWN CHESS BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. BY: DESCRIPTION: 2.5" BRASS DISC IN cuR6 LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE:',_ 19t-t'L R.C.E. NO.: 33520 VINCENT W. CA ATI EXP.: 06/30/2012 REVIEWED B MASH MAHER, C42519 C1 1 27 ( 11 DATE GREG S LDS DEPUTY CITY ENGINEER DATE %" 2� /7/ GRADING PLAN FOR: 1264 LAKE DRIVE CITY VENTURES 260- 212 -18 PLANNING CASE NO 10 -028 TMDB /CDP /DR /MIN /EIA 10851-G SHEET 3 OF 42 Lo 0 co 19 rn coo rn rn ULuU_ ? -0 7z) CD 0U) co J 0 OJ 'T Z Z m QUUW i,- O v 1a CONSTRUCTION NOTES: D CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. 3 CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G-7 AND G - 9. REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. 4 - . CONST. 5.5 THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. (D-CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. 7 CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4' AC /6" CL II MIN). INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. 10 CONST. 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 13 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 8__ SEE LANDSCAPE PLANS FOR FEATURES. 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. @_ INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. @__ RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. @_ PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. 20 CONSTRUCT SORSD STD. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DEINL BELOW. 21 CONSTRUCT 8' THICK CL -II BASE ACCESS ROAD ON 12' THICK COMPACTED SUBGRADE 95% REL DRY DENSBY. 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 25 CONSTRUCT INDIVIDUAL LOT 810- RETENTION BASIN PER DETAIL, SHEET 7. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14A. 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. @__ INSTALL PRIVATE 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H =2.5') @)-- INSTALL SDRSD STD. D -30 HEADWALL. 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7' D= 4.74') 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & S =0.005) 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION. 34 INSTALL 6" NDS TRENCH DRAIN 35 INSTALL 12" NDS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN 36 INSTALL 6" NDS ROUND GRATE LIMIT OF STREET PARKING DRAINAGE PATTERN NOTE: _.__ - ____.__ -. __..____ `4 .. - -.__ - _..___ .• __- .. _. ,,. -..... _ ..._._._ .r .._.,._.. _. _ ... , S 3 t z ± 00 LAKE DRIVE 9 +00 Ivj w.._.._.. 1 3 + OQ. - i 26 +89.92 � 77. `, •, 2fi CL OWY 20.2' __ _ r ty „_, .,_ ._ __ _. __- ? . . _, ,_ .... _... 29 +22.23 _.. _ __ , O 28+16.37 340.57 TC __ E%? CMG 2fi CL DWY 0.98% 3(i" 339.59 TC ~_ `___. CL DWY ._. 30 +63.42 : E S 340.07 FS " °`� (339.41 _.TC -- 338.13 TC 28 _.__, 20.2' _ „_.. -' S E PUBLIC' STREET IMPROVEMENT PLAN _ .- 1.05 3'37.97 TC IXiC &G CL DWY I FOR-PROPOSED IMPROVEMENTS WITHIN - 336.63 TC 26 339.09 FS _. 338.91 FS 337.63 .fS .. - -_1: __a „,._ 30' 336.44 TC THE PUBLIC R/W , _..' .337.47.. .__,_ 336.13 FS FS IX AT &T E &T _.- ____w._. ._ . __ ___.__ _ - 335.94 fS BELL 1.19% r., MH 1 00 58 570E 125.00 ! �~� a ._._______, ___ ___. _____ __ -__ . ___.._.._._I .__......____.Gp N00 58 57 E 125.00 -_� N00 S8, ''" � __ �_; ' 1 5-.0- ! Y _. „. _'__- GB.,_. . 3 J L 5' WALK --BB p _ ' N00'S8'S7 E � 180.45' E 4 �' �' 33990 338. £ `L L J EX 5' WALK - _ DRIVEWAY ,c IX R 338.15 336.82 FS 336.63 FS I �i EX STRL N89 38'06 "W 0.88' o' I EX R W 16' , ? IX XFMR .3('` EX CAN I / F60 16' 338.00 E 336.10 FG i 5 1 :. 001 - __ _ _,_., _. 1 _ p "' I °0 337.00 _ _ .. ! � 5 I = 336.76 I �� ,�� „} AD=336.1 � f y } i I I � 336.00 I � � I 16 -68- 337.10 FG i6 10 s 337.76 FS o 43.16 TP �- I I 33 10 FG 334.91 FS 334.60 FG I C� I 332.00 dM 334.68 FS 334.47 FS I t t o� �^ 1 I ❑❑❑❑❑❑❑❑❑❑❑ ❑F i c rn 334.39 FS 1 M 2% M' 3 FL 332.85 FL 1%5' 33 . M FG Y M 2% N ' i M p �6Ss se 2% 40.20 TP I __GB__ u " o 7 FS 337.04 -.FS a M"e.� r _ _ �a �S o+ FF= 335.26 .20 FG I 333.10 FG 3 G = ' FF 332.76 337.76 FS `w`o M o_ PAD- 334.60 -' 333.32 FS PAD= 332.10 3 .39 FS " 334.91 FS 334.68 FS w - 333.20E PILASTER; 4 - a a I , - TYP. S 2% ® 9 ? 334.60 FS 2.2% L cNy 0 2% 333.64 FS ( 332 16 FS 331.43 FG a ` y 333.12 S 338.00 TP i �- t° 15' - 4 tt 337.10 FG 334.04 FS 334.60 FG I M 2� �^, 332.00 F - - -�- '20q, 119 M o+ i 332.76 FS 332 26 FS 9 I b r 2% 335.34 [o 1 334.73 FS 332.56 FS ! r sit j 6 M 15.2 2.8% 0�"D Di"� N ^N , �,.., 335.23 FS , 2% 6 i N+ .�/ M r 2% M I f .;11 Ma 1 0 .; II M 1 s,, 332.96 FS u I ° 333.76 FS se 331.74 FS 331.56 FS 16 7 ' - -- _... .. N } ; • 333.10 FG o 1 i, `` " °D� 331.56 FS 332.2 FS L sF 4 ST P I 1 Fv�/ 2.0% jix 5 rim I9' j 10 =ii rz 331.50 FG LOT 6I I 332.23 FS 332.23 FS 6 i 6 i; i ,'� FF= 335.79 T , t o- PAD=335.10 € ° =H+l O/ TD11 =336.1 X11 FF= 335.26 } Mo N N } r i PAD - 334.60. a, M1 _II TI11 =331.6 "� 332.10 FG 3 2.29 FS +A_®I4_pVPpyT � yy < ro �� A IF1 I F 1 S 1 i 2% v % 2% � LOT N} , � PAD-M2.10 ��fF=35.76 ( o o a o Tlll��0 i o) I 334 3 FS ao i =333.1 '" w z 1332.1A FG 1 z O L 9 0 - FF= 332.62 I+ °• 334.60 F I• R I°N_ ICI �I PAD-M1.9 II11 ;M ® D -F OT:O' 334.60 FG 24.4 I Imo; z D -FO T:0 -1.1 S = 332.76 I e 1 ® P =332.1 o r r I 2% I I I =331.6 - '`t(; JJ 335.10 FG y C N ? { T 1 ays # y� y 334.60 FG 332.10 FG M T I I Is D- FOOT:1.1' - FOOL1.1' -2.1' ® 15' ( °o � z a f } tl I L1 331.43 FG 32.29 FS w ! 'a CN 27,0'0 - t S , 7 f o °w 15' ow I p0 i z FF =335.2 332.1 A' a PAD -334. I 3 ow I I a� Tlli =333.1 TIM =331. `28.6' - ` v+ O ® II 330. c� PAD=334•BO a• A '�' DEEPEN FOOTINGS DEEPENED FOOTINGS 332.50 FG II OO .� 2. 0 -0 w D- FOOT:2.1' 11 ° ( 332.50 FG PAD=331 ?60 11 °wN 31.96 331.96 FG w 329.00 z z CL uj _ a Ld 332 00 l 30.6q' f w 331.43 FG FF= 332.62 T' Ff= 332.62 d 329.40 FG DEEPENED FOOTINGS PAD= 331.96 0 PAD NOTE: A� 2so' - F n 9 es L J TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 0 9 328 00 BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. 30 80'x15'X1' MIN 80'x15'X 1' MIN 25 +37.84 = > 3 328.00 TG I .50 TG 326.60 TG �„ ' 23 327.00 FG 25 3 25 z a I 23 80'x15'Xl.t' MIN j 326.50 FG w E 1 -1 r I a-§ a , S ' 324.00 INV SU 323.50 INV SUB w � 23.20 INV SUB 327.00 i 1 I , I 22+37.61 319.90 INV 24" N _._ 3 327.50 RIM 329 :0 _. _ _ _ __ __ __ __ _ . YY : rvry, � `,, � _ _ of 327.00 FG 326.50 FG 326.50 FG : SCALE: 1' =20' 9 4, 50 FG - -, ,- IR - ILASTER <<�,. ; t d, - -- 1{ r a 333.50 TP 329.00, G. 327.00 FG �'r 329.00 fG ( P. „ _ _ __ . _ 05' E f,, , - - - - -- - - - -- - - -- .- - - - - 750 Fi f 9 27 0 10 20 40 N00'05'O6 "W OFESS /0 >c MIN 28 ,,, • -_ .., ,. _ ._....,�.,_._._. - <^ _.. X29310 W, €G .. _ , s - _ e.. __. __9 fG 27138 SUR13ANK a c y - ,...�_._ _ - -= _ :. ...�... ._. _ _ __. ....._._._...�.�.. - .:: .9;. �._ ~ -,, s .oG f ,t ! r .�. r 4 �, .� W 1� FG - 328.00 2 L, _.._= fly. FG _ - f'ODiHILL FtANCH CA 92810 ..�.,.� - ,.,..'. -,_.. s ...,�. T. 949.918.3800 No. 33520 - y _. , _ „„..._,... :._._........._.._._ ---- CONSULTING, INC. F. 949.010.3805 ♦ Exp. 6/30/2016 „_ _ _. CIVIL ENGINEERING _.ern, � :,.- .'.•- �- �,%- :'`:°";f -- _r.._ -„ �.- � ___ „�_..m._ .__a ._ .. �--- LAND PLANNING & SURVEYING CVC- INC.NET .!?' CIVIL �OF CAU \� CHANGE NO- DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED- 13Y,: _ DRADK BY: _GHE1C/KWES BY; ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION I'2/c(j 14 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB �� J ✓ ` / 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: 11, -25-1 �i�-- G - RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 Fur 6LENAI A90rM CITY VENTURES 10851 �V ELEVATION: 323.983' VERTICAL: AS SHOWN ` C R.C.E. NO.: 33520 VI I.M(ivl�' 26-212-18 DATUM: NAVD88 / ' VINCENT W. SCARPATI EXP.: 06/30/2016 , _ DATE DATE 17- 0114 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 4A OF 42 Ld I ° F_ x ( ow F_ CONSTRUCTION NOTES: LLI iwf `/' a CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. I x a �� a� p ° F_ F_ Cr, /�- 2O- CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. C ON C OCONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. - ----------- - - - - -- -- - - - - -- i J �1 CCNC W - - - -- ---------------- REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. W W w W w - - - - - - - - - - - - - - - - - - - - - - - _ 5 CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 27+ 2�♦ 00 LAKE RIVE 29 +00 h C) FOR SCORING PATTERN AND FINISH. Q I3 00 „ 26+89.92 x 31 +0 32 00 CONST. 4 THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN O CL DWY 20.2' 28 +1637 26 29 +22.23 FOR SCORING PATTERN AND FINISH. 340. 3 TC 340.57 TC 26 CL DWY 26 CL DWY 20.2' 30+63.42 SEE PUB G-STMEET IMPROVEMENT PLANS w (�� 340. 3 FS% 340.07 FS 339.09 FS 1.05 339.4 338.13 TC TC EX C&G 26 CL DWY F POSED IMPROVEMENTS WITHIN J CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN - - - - - - - - - - - - - _91 FS - - - - - - - - - - 337 5 337.47 FS EX AT &T 30' 336.63 TC O 3 TC PUBLIC R/W EX AT &T 3 5 V LA 33613 FS 1.19% 25.6' �CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). - N00'S8'57 "E 125.00' N - -3 ------- - - - - -- - -- - - -- - - - -- -__ -MH - -- - N00'58'57 "E 125.00' " - -- - - -- - - - -- - - _ 3 --- 125.00' 9�INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. - S1RL �' I� 5' WALK 33 p0 N00'58'57" 180.45' _ - - -_ - 10 CONST. 6' HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER n 30' 4 DRIVEWAY 9 EX R 336 32 FS 338.15 336. 336.63 FS a - - � EX S1RL � N89'38'06'YV 0.88' L., LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. "' FYSB �' EX X�jo, EX CATV EX R/W I x / �- - -- tt INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 16' 16' FHB 338.00 K 3 00 Jol 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 335.93 FIG 35.00 5 Ld 337.00 M K co 13 INSTALL NDS ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES ' ui o f RECOMMENDATIONS. a°, 5 334.0p °I WI 14 SEE LANDSCAPE PLANS FOR FEATURES. = 336.6' �; rL 11 337.45 FS 33 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. - 335.4 336.00 16 3 0 16' 1 t6 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 337.60 FS 33760 336093 FIG i 1 4& 0 0 1 334.75 FS 334.43 FIG O 1 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. %_2 334.75 -- 334.53 FS 334.31 332.00 i I 334.23 FS 1 1 18 RAISE WATER VALVE TO FINISH GRADE W.A S. STANDARDS. �d M 2% o•'R 1 ' u 2% M �' 2% T9 5' 331. 0 FG e s 332.93 FIG 3 G FF= 332.60 336.81 FS 336.88 FS u / �a 4 8 FF= 335.10 337.60 FS S PM.W.60 ® 16 FS PM•332.10 i 19 PLACE RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. 337.60 FS a I 334.75 FS 334.53 FS 333.04 1. 336.93 FG 2% ® 9 334.44 FS n 331.55 331.43 FIG 20 CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. 7 33&66 TS 2.2% M 2% �0 2% 33.48 FS 332.96 _ 336.93 FG 333.88 FS 334.43 FIG . - " p 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. d i S� 331.98 FS 332.10 2% 335.34 334. �� 331.10 FS c 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 335.07 FS 3 5.07 FS M _ 1 " 2.8% N �� ; 335.07 FS 2% 6 �! M 2% M °0 332.82 FS 331.98 FS u 1 -�- 23 INSTALL 2X2 RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. M N I N 332.93 FG 333.60 FS be 330.48 FS s 16.7' j az} co 330.87 FS 332.10 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. M 4 p ® 4.57% 1 25 CONSTRUCT INDIVIDUAL LOT 810 - RETENTION BASIN PER DETAIL, SHEET 7. LOT 6 T 7 332.07 FS 332.07 FS 6 6 33 1 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. PAI)=335.10 `° u LOl /' o M - -- i II FF= 335.10 N } ae + `4 I - - - - x q4 - PAD- 334.60 N - - - 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. °7 213 I 7� M 28 INSTALL 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. o� 0 2% ® L O / t' N} 2% T I o FF= 332.60 I I L 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINEER. FF 35.600 0 11M l0 0+ a T f B 00 334.57 FS z rn O/ 9 1.93 FG z a FF= 332 46 334. FG /� ® __ PAD-I PAD NOTE: W Lo 24.4 334.43 FIG --- 5�--®- � = 332.60 � II TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL W - ® P 1 2% 1 11 BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. 2 ts' j x � 334.93 FG 1 SYSB- 331.93 FIG 1.6 o W F 1FF= 335.60 / a 11NB z DEEPENED FOOTINGS DO 1 0 (n i c 331.43 FG 1 332.13 FS 334.43 a z FF =335.1 15' 331.93 FG I CwL v ry J Tllt -333.1 T�tT31. w 26.6' S5' o 330.00 9 N DEEPENED FOOTINGS ®4.43 FG o II o o ®F M cli 1 I I I I 334.43 FIG FF= 332.10 4 zo re i M �: g ° 329.40 FIG .. on 327.30 TG 80'xl5*Xl' MIN MIN 25+37.84 ® �� II it �A �� • 1• L.0 � Iw`' 1 iU ® 1 ® GS7 1 ® , Q`j lu ►; 324.00 r 1 ® III 1 s�a�rrlwiw• �i .ii •i • 1 141.1, MI NOO-OI 329.00 FIG ��° • � • - _- - -vile i�IUL.h�� r'W�iA.:YLti�_ --�- - -_ � _ 0 10 20 40 Mal 18 TECINOLOOTY SUITE 154 - IRVINE, 24 PD N ' CALIFORNIA 92CUS W 5 O6 T. 049.7e0.0000 CONSULTING, INC. F.94o.7ea.ewis ..3 � 6/30/2014 . Ex p. - CIVIL ENGINEERING CVC4 NEr civ of cnuF °��\! LAND PLANNING & SURVEYING CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 v - 5fe 12-1 a i 14 PLANS PREPARED UNDER SUPERVISION OF REVIEWED Dv. GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: 7, _ IL CITY VENTURES 10851-6 RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 33520 MASIH MAHER, C42519 G G S LDS ELEVATION: 323.983' VERTICAL: AS SHOWN DEPUTY' ct CITY ENGINEER 260- 212 -18 DATUM: NAVD88 VINCENT W. SC RPATI EXP.: 06/30/2012 t 271 (2 q DATE DATE / ' Z�r r'Z PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEE F 42 CONSTRUCTION NOTES ... ... ------------- 1 CONST. SDRSD TYPE 8 ROLLED CURB AND GUTTER PER STD DRAWING G-4. 23 "j 77 -,,"24+00 1 V R 0 LAKE, 27 +00, CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G-1. 25+ 0 26+00 7_777�_- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G-7 AND G-9. ----SEE-PUBLIC STREET IMPROVE T PLANS FOR PROPOSED M 4 REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G-11. (344.50) THE PUBLIC 26+89.92 (343,50) TC _4 CL 20.2 (342. -TC-_ 5 CONST. 5.5n THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN (340.13 (340.57) TC --- EX, C� 08% 41.96 FS FOR SCORING PATTERN AND FINISH. 343.52 FS 340.23 340.07 FS DNC =� .. 771- t. CO CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN ---- -- - NOO'58'57"E 0 FOR SCORING PATTERN AND FINISH. a7r, kSTER N 3 0*5 57 "E 199.94' __G9_ 1.90 TP CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN t5.90 FIG (TYP• ) 350.60 TP 3 TW C11 N00'58'5 7 "E 125.00' i f 1, su 5.5' WALL 343.80 FG nEMVVE CA 66 CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4- AC/6' CL 11 MIN). WALL EX EX STRL L 14 C9 P R/W DRIVEWAY EX PCC (PILASTER INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. tK n C�' co (TYP•) m-w CONST. 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 347.65 TW 0, 343.20 LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 343.10 FG 342.15 FG LL CURB FG lu 346.10 uw!7 16' 10 58 1(+56. S 340.10 FG �5.5' WALL 3" 3.1 55 WALL 4 �Q? INSTALL 12"X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 343.10 FG .58 5' TC C 1 312. FL 2"WALL 18 345.0-TW p p0 INSTALL 3" SDR-45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. D FF=343.76 5' 340.40 r�� r 9-69- f� PAD-343.10 00 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFACE GRATE IN ACCORDANCE WITH C) C) 342. 10 FG 6' WALL 5 �TW 60) 9 ui 342.15 FG CL coc-4 C4 r� 00 L +r1i 5.0' MANUFACTURES RECOMMENDATIONS. FIL 341.55 FL cc ;� a 341.11 FIL n n SEE LANDSCAPE PLANS FOR FEATURES. 176 343.10 CIS 338-00 ct .t 1 .0- WALL CC) 44.50 TP to 337.10 FG 37.51 FS 51 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 337.04 FG PRIVATE RD LL 347 3 -5.5'�',WALq .50 14 Rn GB- 337.10 FG INSTALL SDRSD E-1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. LL1 342.15 FG 3' 10 337.76 FS 342.00 337.76 FS 1= 3.10 TP 7-� 14' 1 9.15 4 337.04 FG 33 30 FG c"I IWO) Coe INSTALL SDRSD CURB OUTLET DRAIN D-25 IN THE LOCATION SHOWN. cf) n 33 10 FG 341.65 FL 04 1 1": * 0 FF=337.70 1V 00 FF=34 .76 341.15 FL It 2% q , 1 10 1PAD=3M_ FF=34 .7 in 41/1 8__RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. Lu 0 FZI uj p I . ... . ... c D % 1 _1 c*4 L 11 F=342.56 C!r, Lr) u) PI) PLACE SDRSD STD. D-40 RIP-RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. c� tHtbtH*Ht PAD-341.90 C-4 in 336.97 FS n &_ I 1 337. 4 FS 114 cn cy) H f H_ + 337.76 FS Et CE I CN v: +H+ 0) FS CONSTRUCT SDRSD STD. D-7 TYPE F W=3', STORM WATER INLET To THE ELEVATIONS SHOWN. SEE DETAIL But - - - 33 7 FS U_ ❑ 1.0 4n n n LAj CONSTRUCT 8* THICK CL-11 BASE ACCESS ROAD ON 12' THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. 0 U- 337.90 FS 0) Cil cc 2% 9 (D- z 33 6.90 337.10 FG 336.84 TS 00 338.10 FG 7 z C5 I INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. El CD 7 FS PILASTERV LO �338.211 TC - 337.10 FG i INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. j b) LOT J 0 -4-4-7 sto 171 337.05 FS 336.65 FL C3 1w i N i337 8p, �f L u� 1: 00 1 < 334.77 FL D* FF=342.76 1% OT4 n 335.34 z i 11 7.8% \ 04 4 342.10 /S;� 3 - n 2% C�' INSTALL SDRSD STORM DRAIN MANHOLE D-10, RAISE RIM TO FINISH GRADE. 4" STEP 00 336.87 FS V- !_FN_334.97 FL/ n CD FF=338.76 Sir 4 16' 6 CL o D/W o- PADwMm&l 335.23 FS 335.23 F n CONSTRUCT INDIVIDUAL LOT 810-RETENTION BASIN PER DETAIL, SHEET 7. 1 3 23 FS 342.23 FS 5.5' WA 3.5 336.63 FS 15' n T 3 336.7 FL 337.10 FS i 21 z ---------------- 0.51 -t-rl 337.30 FS c) C CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G-14A. PAD--3M.85 338.31 TC 337.30 FS 336.92 FL 04 cli 342.46 FS 10 to[ 4" P cli CONSTRUCT 810-SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. C-4 6 IZOI l 2' 1+ =337.30 341.30 FL I I to 0 FF=3 I 1LU 5 gn w I C-i C 336.23 FL o6 INSTALL PRIVATE 24" HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. .14 Ke� 4 LOT 6 r -Pm*=.45 n 342.39 CID FF=335.79 co 342.22 F$ Fs cy? 335.90 FL 4 a: CONSTRUCT SDRSD STD. C-13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H=25) 342.01 FS ?n PAD=335.10 FF=337.56 C/) 16' 1 PAD=M.90 TrIM-3W.l --- - - - - IPA 337D03' FS INSTALL SDRSD STD. D-30 HEADWALL. ti n (0 04 6 uj oc -4, cn C6 u) 3- CD FF=34 130 +-4 115 -4: + H 4=14 A 4: CN In " > 6 M INSTALL SDRSD STD. D-2 CATCH BASIN. (W=7' D=4.74') AND CONSTRUCT 4" TO 6m TRANSTION. 0 _GB 2 4" S 1 14 H > INSTALL 15m RCP DRAINAGE PIPE. (L=6' & S=0.005) 341.20 TW cli C) 338.90 FG in bt FF=342.76 C b6 P2 cu n INSTALL 4" PERFORATED PVC PIPE PER SECTION. c6r- 00 C) 6 c"! +L0 uj n (0 OT (7) LO 'n 8 in FF=337.56 0 !E n _K) 61 3346 0; 340.00 uj n 90 0- L-LG CO LIMIT OF STREET PARKING b) 0 3j9.00 gLc]n> 83 'cj 24.4" 1 1 +44 -A5 WA LL ap 5 338. 335.67 TC + H +=I-r -2r: "rn ro -81.6 337.14 TC T p 4=14 H:P Q DRAINAGE PATTERN 336.71 CL A.P. 335.10 F 194-Au a- F FF=33 .56 FF=335.76 J1, F=33 11) 333.5§/ PAD- .90 15 PAD=335.10 NOTE: 12' 15' 1 +53.82 i. k 13+28.42 13 FL EC JN1_ .1 -334.6 .16 TC • 335.54 , +00 334 2 CIV, TW I'Ap 10 3 6 CL D/W 20.6' TC N n jiJ.Di KIM 337.00 FL 335.84 FL -* 0 337.77 FL 14+011 1 00 127.0' 333.51 TC 18 7 335.10 FG' _qO2-bl 13 335.19 k1Mpj?jVA_r ROAD PROP DW T33.09 FL 1H.0 12' (1 D5,�' (PUBL -f - --L ---- -- FSS �MFH_ 13+17.38 PROP 8" SS 14+12.57 31 333 - 32 20' 25' 1 _T 14' 11, ,L D/W 334.82 TC &,33 12'1 M2-.657 k 33440 fL___ CL D/W 1 (PUBLIC) I I , 335.10 TC W -7' n A SS co 36.78 Tr. 49 TC HOP 4" HL 27.91 LENGTH RADIUS DELTA TAN ci 47.05 7 89*52'05' 29.93 33 .07 FIL 33 .36 FL 32 PAD NOTE: 1 7R (PRIVATE) INV C) 86*09'29' 28,05 C3 OD FA 30.00 40*44'57' 11.14 C4 170.42 36.00 271*13'40' I C5 26.43 TIM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 00 50-28'44', n C61 17.17 FF=337.56 32°48'02' 8.83 C7 BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. 336.55 FS 3 1 PROP 8" SS CID 00 C%i C) 00 to 336.84 FS (PUBLIC) 00 cy) UO q 4LO 30 Jj/.Du rz) Lo 4 +4 -w 0011 3 F 11) n " rO r'-) + N8333'06 3 9.80 3.80 FG C8 PAD=3W. 30.00 DEEP 8.20 C9 46.90 CURVE TABLE CURVE LENGTH RADIUS DELTA TAN ci 47.05 30.00 89*52'05' 29.93 C2 45.11 30.00 86*09'29' 28,05 C3 21.34 30.00 40*44'57' 11.14 C4 170.42 36.00 271*13'40' 35.24 C5 26.43 30.00 50-28'44', 14.14 C61 17.17 30.00 32°48'02' 8.83 C7 109.60 42.00 149*31'02' 154.15 C8 16.00 30.00 30*33'30' 8.20 C9 46.90 30.00 89*34'14' 29.78 clo 11.00 3.50180 °00'02' - cil 11.00 3.501180*00'02' - C12 11,001 3.50180 °00'02" - C13 11.001 3.501180*00'02# 1 - 1_ r) 00 c%1 ITMA n C-4 327.88 INV 00 Ld cli 11 -+ �i) Iro- 'rot) 19 333.73 FL CIJ C-4 +" in, 16' LOT 11 C14 n J, L) K in -33.43 FG 0 T LO 5 "'7 C3 &\ r- -3 rl: 333.43 FG cli 334.02 FS SEE SHEET I.CA ro FOR LOT 1O J W=7' 9 HAAIDSC-A SCALE1 1'=20' 334.06 FS C) ro 334.30 FS e FF= ro n 0 D6- 334.06 FS n : I I D:2.5' w 0. 3-1-4 SR m 334 11 51 FL 339,50i 2% 0 0 10 20 40 [2 n _E/ 333.50 FG 334.30 FS 333.43 FG 334.14 FS 33 22+37.61 9 p0 2% C�:) 333.28 FS 331�58 334.10 FG n $!6�0 24 327 50 RIM 3 I� 23 -)3 3 2� TG 9 ro 27.50 FG 24. 0 W I INV 18" W C-4 FF=33 NOO'05'06' cn MIN 28 rl-A 7v;' r gAfl- Im 25 I Lu L (3 1 334 27150 LIJ LOT 11 • c"! 338. TP FOOTHILL RANCH, CA 92610 rn n FF=334.76 +1 T. 949.016.3800 > No. 33520 PAD=334.10 n 03 +1 01 1 r ..... CONSULTING, INC. F. 949.9145.3805 =011 11 329 -- - ---------- Exp. 6/30/2016 _j *0 in CIVIL ENGINEERING IFF 334 76 CVC-INC.NE7r 4 3M.10 LAND PLANNING & SURVEYING Dill 9 35.00 TP Ar 324.50 1 z ;T.00 F .00 �419i� Ak Orr C =TF4 41-14 A =T SEE SHEET8 -H 11- DESIK�N�ED BY: DE!��_ BY: 1 CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT IAL rK VVVs ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ADDED SIDEWALK, UPDATED DRAINING, AND GRADING DESCRIPTION' 2.5" BRASS DISC IN CURB PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE AppEri oi-m sTy-umejES, Ra V. 6 0 I-,< '-w - //V /,, OT LO 14AADICAALf - 5fif ISA AA - IVA 12. 110,415 LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: I%- 1S-Iq CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C4251�_ FovrGLEmN PqU;rAk ELEVATION' 323.983' VERTICAL: AS SHOWN R.C.E. NO.' 33520 260-212-18 DATUM: NAVD88 VINCENT W. SCARPATI EXP.: -, 06130/2016 DATE DATE 12/4 / 14 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN/EIA SHEET 5A OF 42 - - - - - -- - -- -------- - - - - -- ------------ - - - - -- - �. �. W w__ M _ W - w w w w r n 23+ Q 24 +00 j.A IE 25 +00 Q 26 +00 cp 27+ CONSTRUCTION NOTES: _ S __ -mss s I LIC STREET IMPROVEMENT PLANS N :545 FOR PROPOSED IMPROVEMENTS WITHIN I 26 +89.92 _ - 01 -- CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. THE PUBLIC R/W V CL DWY 20.2' 2a- CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. (30.50 LTC 343.50 TC 342. fi- - -- - - - - - - -- - - - - - - - - 344.Q0 FL 340. 3 TC 26 340.57 TC C _ -- ------- - - - - -- ------- -343AQ FS 340.23 FS "341.96 FS _ _ -_ _ _ _ - 340 07 FS �j CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 343.52 FS �- - -- �_- C�NC ------ - - - - °- - -- Q - - -- 342.54 - - -- -- - - - - -- - - - -° k2l - ` - - 3 - - -- - - �4 -- REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -it. NOO`58'57 "E 60.86' T J_ 0'58'57 "E 99.94' CONC - - - - -- t-1 i.00 - N00'58'57 "E 125.00' �5 - -- CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 1'� 350.1D TW 349.30 TW rt�R C1I �' (�[(�p 34 343.18 TF s�? �., J I lJr I P R W / - - - - - EX SiRL `�' FOR SCORING PATTERN AND FINISH. 345.90 FG €X R W 344.60 fG 343.80 FG t4 M~ fir, C9 �j / i EX PCC '� 30' CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FY5E a yr� P DRNEWAY' r ^ M n,"q: rn pip I �"� fisa �/ ) FOR SCORING PATTERN AND FINISH. FYSB 0 �9 +M N Z V 348.0 346.40 TW 16' 7 --- CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 342.93 FG 1:11 E CURB 14 i TF f _ 10 58 10 +56. 341.60 F 10 3 .10 FG 342.93 FG 343.1 T 347.65 TW 342.4 _ c 5' Ci0 � 18 FL - - 8O- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL It MIN). 343.16 FL 346.40 TW t0 9 g 341.15 TF END ROLL CURB 339.40 Tf �+ FF= 343.60 342.15 FG w 5r-- �' g' 340.40 FG 3 000 ul INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. PAD=343:10 347.41 TW 341.93 FG 347.65 TW a^ c°oN °n' 10 CONST. 6' HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 41.65 FL 341.55 FL 341.15 TF ov C-4 M M CN 340.07 LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. t = 3 .11 FL 1% 342.15 FG / 34 . FG ' 342.93 F 2 339.93 FG 344.74 TW Ni fl) cd 337.45 FS 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. � _ - .5' P IVATE RD 3 339 p0 337 0 TIT "� �B- - 336.93 FG 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 7'. 338 30 F 337.60 FS 337.60 FS o o 15' 10 -- , � 0 1 ' 34200 15 341.73 FG t4` 0 19.5' �' j3 INSTALL NDS ROLL CURB PIPE -0UTFALL GRATE IN ACCORDANCE WITH MANUFACTURES I S + ''1 °� to `�O 2 FF= 340.60 i5' M'i y 'vy o0 RECOMMENDATIONS. FF =34 .60 341 65 FL 341.15 FL o _ MD=339.10 d jsj t4 SEE LANDSCAPE PLANS FOR FEATURES. I 10 - - - cn " ~S ;;� 2% c 1 d r5 F -- I 6 © FF =342.40 ;; �, �, r"- �' o0 336.81 FS 336.88 FS 11 M i PAD- 341.90 +m 00 PA co w °' b' 337.60 FS u S RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. • 343.41 9 337.60 FS o_ U- 15 co N �"' M -- I �M �°) M 33 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 1 C-4 LJ "' M 6^E m 6.95 FG g W �f 3 0 ~' o LL se Ci 1 c� z 336.91 FS 0 337.93 FG 336.93 FG 7 336.66 TS' rtm 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. _ rn 15, ❑ ' ro r 336.31 FS a! i.37 - 336.93 FG (n I / O T "5 z o� LO �, �, 336.99 FS 336.11 FL 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. ) 0 LOT I a M L O 337.8 FL (j j II aa'o FF= 342.60 l 7.8% 1 % 338.07 2% 335.34 19 PLACE RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. fn t3' z 15' 2i0 % 1 +M M ( 336.48 FL 336.41 FS 2% 4 STEP 11 +43.66 6 M, 0 Sig. ^�, N �M M CL D/W 16 .� °/ 336.63 FS FF= 338.60 ® 335.b7 FS 335.Q7 FS S or i 335.07 FS �* M PAD=336.10 15' M 20 CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. 1 . "' 342.07 FS ' 4.5% 336.61 FL 6.51 FS -- +n co'o 338.31 TIC 337.14 FS N 4" N S - 5 337.40 F 14 FS F F- 3 85 �r i rM) 336.92 FL 21 CONSTRUCT 8" THICK CL -11 BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% D D SITY.� 342.30 FS 338.07 FS L o N 12 = 337.14 o o F-- 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. ) 6 r`� 7' LOT 6 W M Ooh° 341.30 FL I FF= 339.95 ® �;,n �, �' LL c, °f 20.6' W 5 cv M PAD=339.45 <pN ^ ,n ~ N f M FF= 335.64 a0 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. v Q i 342.06 FS +^ io �' PAD=335.10 fO C/i �+ 342.2 FS �Ki e i r co U a^o TF1A =336.1 W 341.85 FS M M m FF= 337.40 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. I - - t6' J �� PA M �� PAD = 336.90 M 0 W M fi 336.87 FS � rn rn 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. rnco 10 N 3 FF= 34214 6 �M M 2 M p� �' 4 I PAD=341.64 cz N m M @__ CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. «' C13 rn t o M 4" CL M I N T 27 CONSTRUCT 810 -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. .t 334.48 TF �° �' + �, O LOT I 5 M 0 n244 cu ''' FF= 342INSTALL 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. FF= 337.40 1 334.4 � MMM C8 IS 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINE €R. f 5 s I p'340.00 • a N / z 339.00 YSB 1 �I NM M tO~ z LIMIT OF STREET PARKING c � 25' 338.00 7 TIC �M CZ C- 5 NM re) 334.93 FG ,�M M 14 +8 .61 1 336.72 FL 33� �0 335.25 FL 2+ P ° fF =33 .40 FF= 335.60 12 +90.31 15' PADw335.10 CURVE TABLE > 335.14 333.5 71W-334.6 U _j 14+11.66 13 +53.82 13+28.42 334 FL - c� 1 20.6' CURVE LENGTH RADIUS DELTA TAN 3 8.19 TC 337.42 T / 12 15'336.16 TIC 33 54 C �L 6 r_ 13 0Q EC n 00 Q 27.Q 337.00 FL 335.84 FL ao Q o C1 47,05 30,00 89 °52 05 29.93 3 7.77 FL 14 +00 W 333.51 TC C7 ,•, S02'S1'49 °E _ -- --+- n iJI jjA �'�i'p PROP 8 DW 334.43 C2 4511 30.00 86 °09'29' 28.05 18 13 335.19 RIM R 33TIC FL FF) -=.0 40 12' 15 SS MH tL+D1 8 3 . 2 TC 1 (PUBLIC) 17 333.32 TIC 9;1 C3 21,34 30.00 40 °44'57' 11.14 14 +12.57 2Q' 25' C4 170,42, 36.00 71 °13'40' 35.24 ,6 12' 1 (PUBLIC" 14' i t' CL D/IN 0 TC D /2 -L,P, 333.51 C5 26.43 30.00 50 °28'44' 14.14 TC TC PROP 4 HL �yy6o 5 C6 17.17 30.00 32 °48'02' 8.83 FL 3 t•7g� (PRIVATE) C M C7 109.60 42.00 49 °31'02' 154,15 �' yr i U 1° C8 16.00 30.00 30 °33'30' 8.20 S PROP 8" SS .: _C" ao No co to 15' CID C9 46,90 30,00 89 °34'14" 29.78 336.84 FS 335.55 FS 3 (PUBLIC) + °o- 0004 rn 3 rn� 19 S15B C10 11,00 3,50 180 °00'02" - 37.70 FS 337.6Q fS�� z 30' 00i M �M n N� M °' `� 4 WALK Mo Cil 11.00 3.50180 °00'02' aO q ° v + r? 30' 16' LOT 1 l W C12 11,00 3.50180 °00'02' - LO C13 11.00 3,50180 °00'02' - B cc 5 ° ° 333.43 FG M 0 cn 334.02 FS 5 IN S 4 0 PAD NOTE: 7 TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED - FROM. ALL BUILDING HEIGHTS SHALL -GB �B 12'X155' cb BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. °' �° �� 334.02 FS 27 6 FF= 334.10 30 00 334.06 FS �' M d r 333.14 FS PAD=333.60 N 3 0 333.06 FS ° "' M Mif i5 15' r7 0 �� M 333.58 FS I '-SYSB ti 6 M co 333.14 FS r i M; 2% L'`. 2% Z a 15' 333.43 FG 22 +37.61 - Z) o 15' (1 W M 334.14 FS ~ 327.50 RI c7 m W 4 2% 333.14 FS 333.93 FG 24 318. F } m _ °M' 333.28 FS 333.58 FS ® I 23 327.SQ TG 0 _ll] - � 0 SCALE, 1' =20' M 332.00 324.5(171M/ SU �2 - - - - JI Z z 'T uj 3 - 0 v I N00'05'O66N 329.00 f U �- o 0 10 20 40 FF =33 .10 I 381.00 l 1.1 MIN 28 > w at N PAD= 60 N. // X 25 �._ 0 a QWpFESS /Op LL o 333.93 Sc�Fy LOT 11 M 0 _ 332.43 FG I 330 80'x15'X1.2' MIN F4 0%, IS IECPiNOtOdY. SUITE 164 h o v� , " ' r7 g0 FF= 334.64 M 3 - IRVINE. CALIFORNIA 92318 c> O T 1 _ 6 ` > No. 33520 PAD-334.10 "' rn I ° T. >i�D.7�.3000 _ I 20 +79.32 CONSULTING, INC. F. wlo.760.60= Exp. 6/30/2014 FF= 334.60 23 327.80 TG y - = o AD=334.10 ? 327 i CIVIL ENGINEERING ��lf �IVt� u��`� o°o g o 0 Sub , R 329.00 FG ' �r LAND PLANNING &SURVEYING CVC- INC. "ET OF CA41E SEE SHEETS Z N 6 9 DESIGNED BY: DRAVVN w: _OxECKED BY: ENGINEERING DEPARTMENT APPROVALS . CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAI GRADING PLAN FOR: PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: 12 -Z 1264 LAKE DRIVE. DESCRIPTION: 2.5" BRASS DISC IN CURB DATE: -1n.- /1/A .M CITY VENTURES 10851 -G LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 GREG S I LDS VERTICAL: AS SHOWN R.C.E. NO.: 33520 DEPU CITY ENGINEER 260-212-18 ELEVATION: 323.983' 141211 DATUM: NAVD88 VINCENT W. SC RPATt EXP.: 06/30/2012 DATE DATE "% �Z PLANNING CASE NO: 10 -028 TMDB/CDP /DR/MIN /EIA SHEE F 42 ,_ t CONSTRUCTION NOTES: CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. O2 - CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 4 REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. 5� CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. 6a-- CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. 7� CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. 10 CONST. 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 13 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 14 SEE LANDSCAPE PLANS FOR FEATURES. 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. 20 CONSTRUCT SDRSD SID. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14A. 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 28 INSTALL PRIVATE 24" HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H =2.5') 30 INSTALL SDRSD STD. D -30 HEADWALL. 31 INSTALL SDRSD STD. D -29 CATCH BASIN. (W =7' D= 4.74') 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & S= 0.005) 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION. 34 INSTALL 6" NDS TRENCH DRAIN 35 INSTALL 12" NDS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN @__ INSTALL 6" NDS ROUND GRATE DRAINAGE PATTERN ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BIO- RETENTION BASIN. THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BIO- RETENTION BASIN ENSURING ALL RUNOFF IS COLLECTED AND TREATED. PAD NOTE: TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. TYPICAL SECTION W1 TYPICAL SECTION W1 SLOPED TRENCH WALL INERT /CAL TRENCH WALL � REPLACE AC WISECT /ON 1 THICKER THAN EXISTING FINISH GRADE OR 12" SAWCUT FINISH SURFACE A IN 1 EXISTING AC G Z O �AeU Vj V qj o� ~gj W = PIPE CIA (OD) +12" MIN, PIPE DIA +18" MAX NOTE: 1. ALL TRENCHING & CONSTRUCTION OPERATIONS SHALL COMPLY WITH OSHA REQUIREMENTS. 3. REMOVE AND REPLACE EXIST SURFACE MATERIAL TO THE SATISFACTION OF THE OWNER. COMPLY WITH LOCAL JURISDICTION FOR PAVEMENT REPAIR. 3. SLOPING TRENCH WALL SECTION SUBJECT TO OWNER'S APPROVAL. TYPICAL UTILITY TRENCH SECTION NTS CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Gl 47.05 30.00 89 °52'05° 29.93 C2 45.11 30,00 86 °09'29" 28.05 C3 21.34 30.00 40 °44'57" 11.14 C4 170.42 36.00 71 °13'40' 35.24 C5 26.43 30.00 50 °28'44' 14.14 C6 17.17 30.00 32 °48'02' 8.83 C7 109.60 42.00 49 °31'02' 154.15 C8 16.00 30.00 30 °33'30' 8.20 C9 46.90 30.00 89 °34'14' 29.78 C10 11.00 3.50180 °00'02" - Ci1 11.00 3.50180 °00'02" - C12 11,00 3.50180 °00'02' - C13 11.001 3.50180 °00'02' - CD w) f b -- 1 0 00 21 +00 - LADE DRIVE , - -. +00 23+ SEE PUBLIC STREET IMPROVEMENT PLANS FOR PROPOSED IMPROVEMENTS WITHIN I, THE PUBUC R /W3 - _ 350.)5 TC ' I; 349 5 FL 348.50 TC - 348 06 3 50.04 FS -- - _ � _3 o.: N00.58' 8 - �. � PILASTER 355.95 TW O O 1.90 TP 349.95 FG g © ��0 t 0 354.50 TP 345.00 P. I 346.73 FL I I boo ��O 347.10 FG 344.00 > i I9 s ....._ lei 9 #� .9 341.38 TG s "I p { M M' '��' I 355.20 49 FG j "� 340.37 INV t 1 343.10 FG 349.2 F :' �� 342.60 FG 9 FF =347.7 JJ'�� T 1 \\ PI1D=347.10 v{ �} TTM =344.1 342.00 °^ + I 34143 TG 12 341.65 FL 342.10 FG N� 5 12 11 'LY340.43 INV... 1% HP ..:_... i F, 342.60 FG , 346.10 FG 347.10 FG , C) ( 12 345 49 FL � PF =34.10 o - ' 7 I �€ 345.14 TG I I i® o 11 ll ¢ l 343.00 INV 12 3 I t M 1 I' I t tit nor I ! I I a +H+ J �I �I ' o ii m I 342.60�! �If Ii1� rn i 5.4' v , ao I G I p ,ri �: o bi cli -I I: z { FF LOT 2 M 115 12% FF= 343.26 I cv ad , o 1 I PAD =342: M + RHI =IH+ H 343.03 FS n LO 11 I. i I c H 341.10 FG o I ~ fl) W Lu LUI 343.03 FS � I J I I FF= 346.76 -'� 341.76 FS I PAD =346.1 341.56 FS �" o uj 5' WALL o " STE I ® FF= 341.76 O�/ �� N' CA co I r �?s�; � i I N+ ® M I 1.1 5 MrYi 341.43 FS 346.23 FS 346.23 FSILASTEIR I 341.23 FS l o 346.23 FS (TY I I 341.333 FS I "� E f�I � 345.97 TS t2 I ., I - - I y 345.00 I I I 16' I J ` 344.97 FS I I 12 - _._.. 12 340.19 TC , r- I w ilk I�� I o I I 340.2 _ TC 10 �II n L \ 339.77 FL a,' £� I 1 i w^ \.. ND OF WALK.__- '- 339.814 83 311 I 343.45 FG I / 3 TC 14 +81.61 1 a 5+ i L FF= 344.12 FF= 343.66 j I O' 1 17.87 338.16�i r € _ _� _4 Mo 5.8 PAID-W.46 13 CL D/W 15 +03.20 - ', � 349.22 TC HP PRC 340.07 TC C ` 337.42 T I tc , °- _ 339.80 FL 339.65 FL ; r w I "' 343.7 S `� I 3 7 %7 FL 337.00 FL *� " j 340.08 TC 15+25.69 1 i 18 , 13 51'49 "E I FF =343.66 i 3 ° 339.66 FL / 339.21 FS 15 +00 S02 - I vy 7 PAD= 343.00 F r 13 it I 34 10 - 20' PROP ED 1 PROP 8" SS 14'1 343.48 FS SS EASEM NT - - 15+26 69 14 +.76 1 �(PU 2 I 34 `0 FG c4 - - - _ - - 339.69 TIC EC 337.72 TC BLIC�36.78 TC - - 343,38 -FS - - - 39.27 FL _ I 3 ____ _ 337.34 FL 336.36 FL C4 CD r u , CD € I .._ _.- 343. FS 6 _ _ 9.46.- - q� 14 +98.92 + I I I P 342.8 FS 4.66_- __ __ _ - 339.04 FI PRC 338 23 TC REMO LE WOOD 10' 339.37 fiC 337181 FL _ I FENCE EASEMENT 338.95 FL i C 336.84 FS II PER -- f 37.70 FS 337.60 FS; 4' WALK J 3 7 Z 3 s x I 5' WALL 33 60 FS Lu ° w 334. ' o_ 335.35 FG Qy �� 335.41 FS ' W CL 6 r) 4 0 334.30 a I PI ' 335.02 FL I 333.73 FL �, ' 1 M >. CASTER ~° > I I (TYP.) `�,� 335.68 F5 3 A3 F! o o_ 2x 334.1 QROFESS /Op °� /� T 9 - 33 ' a 3 �� W • s �F � � I I L 0 l l 2 335.72 FS _ I ' 334.82 FL Mi • 27156 BURBANK „4,� �� 'q yc SCALE: 1' =20' - it - ',„. pl 334.09 FS FOOTHILL RANCH, CA 92610 W 2 No. 33520 Py i t5 uj tr .? s 9 T. 949.916.3800 O0 > 44:00 TP �A$ 33� 5.29 F$ I , I ( P. CONSULTING, INC. afl fl F. .91e.96o5 Exp. 6/30/2016 CIVIL ENGINEERING F49C.NET c /30 0 10 20 40 SEE SHEET 7 LAND PLANNING & SURVEYING pF CA!^lF�� IU EW S NEST CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED eY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION I` PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: REVISED WALL /PILASTER HEIGHT & GARAGE GRADES DESCRIPTION 2.5" BRASS DISC IN CURB /j /� /j /1 1264 LAKE DRIVE LOCATION. NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE ! \ -2 S -T{ / V '' v ' RECORD FROM CITY OF ENCINITAS MASIH MAHER, C42519 For 6 LOVAI PRVINI, CITY VENTURES ES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO.: 33520 260 - 212 -18 DATUM: NAVD88 VINCENT W. SCARPATI EXP.: 06/30/2016 DATE DATE IZ �% 14 PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA SHEET 6A OF 42 CONSTRUCTION NOTES: 1�-- CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. O CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. l�5 -- CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN o- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). l�1 INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. t0 CONST. 6' HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. t2 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 13 INSTALL NOS ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 14 SEE LANDSCAPE PLANS FOR FEATURES. 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. INSTALL SDRSD CURB OUTLET DRAIN D-25 IN THE LOCATION SHOWN. 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. t 9 PLACE RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. 20 CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. (D-- CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. @I_ INSTALL 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINEER. LIMIT OF STREET PARKING PAD NOTE: TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. TYPICAL SECTION W/ TYPICAL SECT /ON W/ SLOPED TRENCH WALL INERT /CAL TRENCH WALL REPLACE AC W /SECTION 1 " THICKER THAN EXISTING FINISH GRADE OR 12" SAWCUT FINISH SURFACE M/N EXISTING AC PAVEMENT o' a • o coo '.z 00900." 06 .O � •. _ _ _ \ SLOPE TRENCH WALL / O \�\ IN ACCORDANCE W/TH \\ ti V OSHA REQU/REMENTS �� ZZ aaN; g o �m2h Lil ! W W = PIPE DIA (OD) +12" MIN, PIPE DIA NOTE: 1. ALL TRENCHING & CONSTRUCTION OPERATIONS SHALL COMPLY WIl OSHA REQUIREMENTS. 3. REMOVE AND REPLACE EXIST SURFACE MATERIAL TO THE SATISFACTION OF THE OWNER. COMPLY WITH LOCAL JURISDICTION FOR PAVEMENT REPAIR. 3. SLOPING TRENCH WALL SECTION SUBJECT TO OWNER'S APPROVAL TYPICAL UTILITY TRENCH SECTION d 3 3 I-0I I W------- - - - - -- - - - -W - w c' 21 +00 LA E DR[ 00 co \ 3 D A TAN Cl R` SEE PUBLIC ST. IM MENT PLANS FOR PROPOSED I VEMENTS WITHIN QIS x `q- C2 x S THE PUBLIC R/ 86 °09'29" 28,05 S S S 350.05 TC 348.50 TC S S S W------- - - - - -- - - - -W - w c' 21 +00 LA E DR[ 00 co \ 3 D A TAN Cl 47,05 30.00 SEE PUBLIC ST. IM MENT PLANS FOR PROPOSED I VEMENTS WITHIN QIS x `q- C2 x S THE PUBLIC R/ 86 °09'29" 28,05 S S S 350.05 TC 348.50 TC S S S 349.55 FL 170.42 S S 71 °13'40" - �_ S_--_ -- 30.00 S--------- 14A4 ---- - --------- - - - - -- - - - - -- 35Q.Q4 FS 32 °48'02" 8,83 - - - - -- _. - - - -- 42.00 49 °31'02" 15415 C8 Ir/ f d NTS I � ►' TOT 1 I M IIYI;L CURVE TABLE CURVE LENGTH RADIUS D A TAN Cl 47,05 30.00 52'05" 29.93 C2 45.11 30. 86 °09'29" 28,05 C3 21,34 .00 40 °44'57" 11.14 C4 170.42 o0or36ZG 71 °13'40" 3524 C5 30.00 50 °28'44" 14A4 C6 e6.4 30.00 32 °48'02" 8,83 C7 42.00 49 °31'02" 15415 C8 oOor 16.00 30.00 30 °33`30" 8.20 46.90 30.00 89 634114" 29,78 C10 11.00 3.50180 °00'02" - Cll 11,00 3.50180 °00'02" - C121 11.00 3.50180 °00'02" - C131 11,001 3.50180 °00'02" - Nx:1 a INV 11 z�0 11 �I` M S@ m k m I� ry Qc IVAM r n' 10 345.90 FG E 11 341.43 IG If 341.65 FL 340.431NV 342.26 F6 f IC Mle Ico �} 1 I_ 0) 26 - 15 � LII�I� iii I J I - - • . I 16' R 12 0 41 1 W 9R T(: 10 340.08 TC 15 +26.69 1 18 13 �` 66 FL 339.21 FS 15 +00 S02'S1 49 13 _ l4+ .7fi PROP 8" SS as TI, 15 +26. 9 'it �n rn 12 �(PUBLIC�," _ JA 3: 31 1 3 7 4' WALK F L W LLI E t6, tlay JC.io -- _ 48,80 TW g�" 30 338. FL 342.51 TF 5� r�`f {� z I� 343.30 FG y�,5ro. 0 336.11 5 f o o , n o0 333. QR v, 337.39 FG i o 6 �' 333.14 Go Cie �� .... N 4. M M i!t QQpFESSfQH / /} 9 �,� 335.68 335.41 FS rn C6 }'i l 333.1 Q4� W• s uF L V T l 2 ® 335.72 FS 333.93 FS M 3 18 TEL�iNOLOGY, SURE 164 ti`r `' cy yc SCALE, 1' =20' it ! I \� 335.10 FS -- - -- IRVINE, CAkJPiMiNVc 02616 cry, o �° - => No. 33 2 A CONSULTING, INC. Exp. 6/30/2014 0 10 20 40 SEE SHEET 7 IVIPL PLANNING ENGINEERING SURVEYING �NC'N lCkt�F4��`! DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DK KE ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING_ NO. C • M 17VOW4 PLANS PREPARED UNDER SUPERVISION OF REVIEWEE GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB � 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: P+ -z -N 2 RECORD FROM: CITY OF ENCINITAS CITY VENTURES 1 0851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO. 33520 MASIH MAHER, C42519 GREG S I DS DATUM: NAVD88 C{ 12--111 2 DEPUTY CITY ENGINEER 260 - 212 -18 VINCENT W. S ARPATI EXP.: 06/30/2012 DATE DATE % "21 r �2 PLANNING CASE NO: 10 -028 TMDB /COP /DR /MIN /EIA SHEE OF 42 Lo 0 rn I- m d- m v L z 11 Z - o U) to NOS z O 'T Z O0111 Z OHO 0 a- 339.37 TC �__ _. -I FENCE EASEMENT 1 10 � 338.95 I'l 337.81 ft CONSTRUCTION NOTES: - �I I I � j 343. 0 SE EE 6 `� 3s:ii i r` 10 - CONST. SDRSD TYPE 8 ROLLED CURB AND GUTTER PER STD DRAWING G -4. 342.00 341 00 `1 348.33 TP CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. . _n D0 pg� "339. O CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 338.00 �' { tl' 38.78 4�- REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -1 L "' I I vg°I" 1 I� I 338. FL 5a - CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN r ,' 5' WALL �6�� 33 60 FS "P / t ,� o FOR SCORING PATTERN AND FINISH. II w , - , I 4F�� °� oIo LIJ CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS I 335.35 FG Q �p \� 335.41 FS `d AIM FOR SCORING PATTERN AND FINISH. ouj j i I PILASTER ,h� 335.02 R 1= a CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN il a l i (T P.) ® Q 335.68 FS- 3g3 43 toT �� 335.72 FS ( 334.82 FL _ 8O- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). � ; pI 334.0 �m� I 4400 TP SAS 335.29 FS L 9 9O INSTALL WOOD FENCE IN THE LOCATIONS SHOWN SEE LANDSCAPE PLANS. �" r- °` , '�� 3800 FG 335.10 FS �� rn"' � 10 CONST. 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER > >' V I 338.10 FG 335.12 FS ro 27 M M I 4 .50 LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. wgwI i 338.10 FG 6 lg II M 33 . 0 11 INSTALL 12 "X12" AIDS CATCH BASINS IN THE LOCATIONS SHOWN. aE w'!��' 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. I ® FF= 338.76 335.27 FS I 1 PAD= 338.10 ® 7 M 13 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH i; o I 1 MANUFACTURES RECOMMENDATIONS. 14 SEE LANDSCAPE PLANS FOR FEATURES. } � ,r"', 343.50 M ; TW Y 1 I 338.00 FG 9 I 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. I' £ -1 I y `` f' N 16 INSTALL SDRSD E -1 100 WATT HPS STD 343.30 TW STREET LIGHT IN THE LOCATION SHOWN. 1 ,r; 337.80 FG r7 s I 336.00 "' o SWALE SHALL BE PLANTED WITH 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. i I 3 .00 TP ADEQUAIE GROUNDCOVER OR TURF. ;, 3 , .00 FG ° l PLANTS THAT ARE NOT PRONE TO 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. ;? I f N N 2% BLOCKING THE DRAINAGE FLOW MAY PER PLAN ,I I ALSO BE PLANTED ON SIDE SLOPES 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12° MINIMUM. '( _' s !I o� I 10 -; � �, OT , I $ j M I M w FF= 335.76 I 20 CONSTRUCT SDRSD STD. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. io <°o r .- "' ��„ ADg335.1 I i I 00 DEPTH I M " o PER PLAN 1 MP 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. I II o o "x" t v' ` TURF REINFORCEMENT MAT ! ao . s. o 1 N 1 o W d j '� /�' !F APPLICABLE 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. I "% r` f` a / I o 2 f III I I I r� 1 0� CA "e`�ys \ a3.t? 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. i 5.00 - - ,, , r ,,t;;,7 a1 F•,Ttt ID rsr, 33 � o'' , ` I I i O i I 'a. ..e.. �. k ,r .r r ii 4 ti 'U \E ltlt l `, r�F 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10 RAISE RIM TO FINISH GRADE. I I �' J�e� �3�- -- �J �f '`� (Ih o I (� ��d 1 : t �� -1is i 335.23 FS M 1 L - J .� -'. __ , . i t € 'b 18" MIN. ENGINEERED S01L iftl �p~r%�'sr'✓ I Y` I 1 9 __� _t ° I( Y i i , s <,.'t, r, ''.,�.�y\ # 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. �l_? SEE N01E BELOW 342 20 � I j ` X ? I _ -.. I 18 0MIN ; ✓.,eV'%'f„f�!'�P`iJ�'% I I.�. I I�.�.� I"i"`('i.E,j .::.�. ! ! ! I I 1 �3 i_I, _� i I-... ,/i'..i',.'y,+�'`�• 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G 14A. Z i,. III 3 I - .__ ___ i 10" MIN. FILTER MEDIA: 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. I p0 \ `�° 3 PART CLEAN WASHED SAND TO 1 PART in GRAVEL 28 INSTALL PRIVATE 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY SIDS. 341.40 TW ®,ri I ( I 335.90 F -a . i S I 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL (H =2.5') FG `� IMPERMEABLE LINER 30 -ML PVC OR o �, f, A} 12 °CRUSHED ROCK `r I" 3 EQUIVALENT ON 2 SIDES ONLY 1 cV /! is �. } a- °,f-� cwt'" `9aa` -^,,-. 4"' ✓'..d'`?1:/�/" - L ya `*r+�, a+' ¢e s �. i 2 3 8" GRAVEL 30 INSTALL SDRSD STD. D -30 HEADWALL I ( M ` ° °.` \: I DE ENED F OTINGS D -FOOT ' -1.2' ' / 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7 D =4.74) j 1 \ % L 340.70 TW o 4" PERFORATED SUBDRAIN PIPE SLOPE 335.2 FG M i 24' MIN. AT 17 MIN. AND CONNECT TO ON -SITE 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & S =0.005) ; PRIVATE DRAINAGE SYSTEM 341;00 TP t I DEEPENED FOOTINGS 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION.i I 335 =00 FG M c ; 34 INSTALL 6" AIDS TRENCH DRAIN to j I 80'x15'X1. #' MIR ? I I *'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 60 DEEP SANDY LOAM' SOIL MIX WITH NO MORE THAN 5X CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20 -30% I y 35 INSTALL 12" NDS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN r I) I L - - , . TOPSOIL. II € I FF= 335.76 332.40 TG 36 INSTALL 6" AIDS ROUND GRATE , i 15' ALL �33i 8 0�� 23 , 31. 25' ' NOTE VEGETATED SWALES ON GRADES OF MORE THAN 25% MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5% UNLESS OTHERWISE APPROWD BY THE DIRECTOR OF ENGINEERING SERVICES } I 1 O 328 331.00 FG R ' N01E NO FILTER FABRIC IS TO BE USED IN THIS SEC17ON. ,del I I O M 2.13 j M LIMIT OF STREET PARKING !; �I €'I I j 331.00 FG, „,N 6��3� FG 332.5 TYPICAL BMP SWALE ' i l i f DEEPENED FOOTINGS p5' 10 N75 ; I WHE j D- FOOT:1.2' 6 2.10 FG f N18 2.30 F it I i l t i 339'80 TP i 3 ~ DRAINAGE PATTERN 6 ' 180 FG J. /�� NOTE E I I �� i PP 2� ; s I r R €TENTION AREA SHALL BE DEEP ROOTED DENSE DROUGHT j I / i i �j� � i i / LEVEL AND DEPRESSED A TOLERANT PLAN77NG SUITABLE 2 Y c , j t` ; , MINIMUM OF i' FROM THE ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND § € I , QO , i # // I FOR WEE/ DRAINED 501/ REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BIO- RETENTION BASIN. ' / yL i I _; ; M'` r SURROUNDING GRAD APPROVED y E ; I 338.60 TW 1 y THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BIO- RETENTION BASIN` { , I ! f GRATE INLET { ENSURING ALL RUNOFF IS COLLECTED AND TREATED. j I 333.10 ` e `•., sU�Fq L0� N., i I` I 10' MIN. FILTER MEDIA: >� HARDWOOD SVIRTPIMPX 3 PART CLEAN WASHED SAND q� MULCH 31 A I l i 18" MIN. ENGINEERED SUL PAD NOTE. ; TO 1 PART ig" GRAVEL �� SEE NOTE BELOW [ 71E 4° PERFORATED PVC �tl. TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL Et ,+ 1 ' ! 339' Ti M �f i �' PIPE INTO RISER : T BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. ,IyI,[� 3�3t1D F s : ,~ OF 318" GRAVEL y, $ q tik."P'.1 I I i'i.e g M W': uC°� ( to t �( 2� 12 Av pff " 314" CRUSHED ROCK 777E 4 PERFORATED PVC PIPE PROPOSED STORM DRAIN 'FLACEAFEWWIHPERFORAT700 10 m �' NON P HEAVY DUTY z w_.. _ - °~ �.x` ' ,, ~. "'` -- 6 ESDESBAND BOTTOM AS T 4-6p PVC 3PSEMO 1 I EX EASEMENT PER _ y REQUIRED BY SOILS EN SCALE, 1' =20' 9 INST: 73 -30364 R. r r" r M r I 333.0 : -' *BIORETENRON'ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEP SANDY LOAM SOIL MIX WITH NO MORE THAN 5Z CLAY CONTENT. THE MIX SHALL 339.1 CONTAIN 50 -60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. 0 10 20 40tii1�FI 9 333.00 �~ .r pia i ; - ! -° THE EFFECRVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORYWATER MANUAL CALCULABON . TYPICALLY, THE �QROFESS /pN� : ; € �' ~ SURFACE AREA OF THE BIOREIEN77ON BASIN IS 4X OF THE IMPERVIOUS AREA DRAINING TO IT W • 27156 BURBANK h�Q4'�l�'( Sc9 �yC... f i D D M0INILL RANCH, CA 92610 T. 949.916.3800 m > No. 33520 =, a rv,+ _ - . ,% .,.-- i .. --- .`° .o ' .,.�,,,,' �O NTS r CONSULTING INC. F. 949.916.3605 G, Exp. 6�30/2016 r O _ b`1 12' ° CIVIL ENGINEERING LAND PLANNING & SURVEYING CVC- INC.NEr �� CIVIL �.� \`' o Ore M �� bJ-_ Q IV EW S NCET CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE _. SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAW BY: CHE\C/KWES BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 12 q PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB w � 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: I ( -25 -M /LA 10-t- RECORD FROM: CITY OF ENCINITAS CITY VENTURES 10851-G ELEVATION: 323.983' VERTICAL: AS SHOWN is,>�CAwI R.C.E. NO.: 33520 MASIH MAHER, C42519 far GL_LA/A/ 0/1L1IN1 260- 212 -18 DATUM: NAVD88 VINCENT W. SCARPATI EXP.: 06/30/2016 DATE DATE 12 / q � 14 PLANNING CASE NO; 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 7A 60 :142 3 TW 343.98 FS -` 10, 339.37 C 337 81 FL 342. „ 338.95 L 343.3 FG SEE HEE 6 1 339.13 TG CONSTRUCTION NOTES: 343. 0 38.71 � 342.00 .` O1 -- CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 341 p0 339.0 h� CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. I 338 Op G 16 ' 6 • 38.78- 3- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 4i•80 TW �bA 30 3 338' FL 342.51 TF a 343.30 FG rp�, t 336.11 FS 0 % fYSB 0- Fi REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. yS 5 ? 0 W uj Z chi O CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN o 337.39 FG FOR SCORING PATTERN AND FINISH. " / T q 335.68 FS 335.41 FS CONST. 4 THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN L O / / FOR SCORING PATTERN AND FINISH. 335.72 F 333.93 335.10 FS LJ CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN `~"mss 335.29 FS 335.10 FS ro 00 8O- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). Q Q 337.93 f 335.12 FS M 2% M 337.93 FG 11 Lo INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. N ir c ° 10 CONST. 6' HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER N FF= 338.60 335.27 FS LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. I PAD=3XlG 7 pp 11 INSTALL 12"X`12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. I 343.50 TW 337.t5 TF N ��' 9 00 F 13 INSTALL NOS ROLL CURB PIPE OUTFRLL GRATE IN ACCORDANCE WITH MANUFACTURES 338 . 337.00 o RECOMMENDATIONS. 343.30 TW 14 SEE LANDSCAPE PLANS FOR FEATURES. I 337.15 TF 336.00 p� o 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. I � 2% o ® PER PLAN 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. ° o LLI �* SWALE SHALL BE PLANTED WITH 0 10 -J °f to OT 1 r ADEQUATE GROUNDCOVER OR TURF. 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. M O Ki c PLANTS THAT ARE NOT PRONE TO t M Ff= 335.60 ap BLOCKING THE DRAINAGE FLOW MAY DEPTH 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. C7 " i II ALSO BE PLANTED ON SIDE SLOPES PER PLAN II f Ll1 TURF REINFORCEMENT MAT 0 CD LLl IF APPUCABLf 19 PLACE RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. - M = G7 f' ` 20 CONSTRUCT SDRSD STD. TYPE F W =3, STORM WATER INLET TO THE ELEVATIONS SHOWN. z 335.00 c a°, LL! \ + -_1 ��t /�l I 1 ! -� 0 \/ \Y 2t CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" TRICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. I 335.07 FS �\ \ j \ \/ _ _ - _ _ _ \\ \ / / \// \ '3LL NN.OIG�EU�D SOIL " � 22 INSTALL 18 HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. ia.4.. 23 INSTALL 2X2 RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. /\ p 0 � / /// :,.'a::s.:.:r :.. ....._....� ... - _ .. .: � 10" MIN. FILTER MEDIA: \ - ND � ..;,:...-. �,.::. -. -. .,- SHED SA 3 PART CLEAN WA ,r TQ1P ART J18 GRAVEL a M 8" MIN r/ 24 INSTALL SDRSD STORM DRAIN MANHOLE D-10, RAISE RIM TO FINISH GRADE. 341 � TIN ®� i 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 335.90 FG 2 °- 3 -GRAVE. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. 0 DE ENED F OTINGS /� \� \r\ / \ \ /i \ %i\ \ \\ \ , r� \�� 6" - 3�4" CRUSHED ROCK 27 CONSTRUCT 810 -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 340.70 4" PERFORATED SUBDRAIN PIPE SLOPE 24" MLN. AT If MIN. AND CONNECT TO ON -SITE 334.47 PRIVATE DRAINAGE SYSTEM 28 INSTALL 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. I 335.20 FG M 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINEER. I M 80'x15'X1.4' / 332 FGA / *E I €RED .301V LA LA Lt BE MINIMUM 6" DEEP SANDY LOAM' SOIL MLX WITH NO MORE THAN 5% CLAY CONTENT THE MLX SHALL CONTAIN 50 -60% SAND, 20 -309 COMPOST OR HARDWOOD MULCH AND 20-3O% LIMIT OF STREET PARKING I FF= 335.60 331. i ° 1U 23 15 / NOTE VEGETATED SWALES ON GRAD MORE THAN 259 MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.59 UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SER19CES <6 S,, 323.tOJNV / R NOTE NO FILTER FABRIC IS TO BE USED SECTION. rn M PAD NOTE. DEEPENED FOOTINGS NTS / e 6s.7 -3 X TYPICAL BMP SWALE / �5 � � TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 10 / N1$ BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. D / /L / C / 9 2 DEEP ROOTED DENSE, DROUGHT RETENTION AREA SHALL BE TOLERANT PLANTTNG SUITABLE / ' LEVEL AND DEPRESSED A FOR WELL DRAINED SOIL 3118.60 TW MINIMUM OF 6 FROM THE APPROVED GRAZE INLET I 3 1.79 TF � � SURROUNDING GRADE R3. FG / �7 Mx 2- RDWOOD t1,OW N< X / ca" / 24" MIN. ENGINEERED SOIL 77E 4' PERFORATED PVC *SEE N07E BELOW M / PIPE INTO RISER -3" OF 318' GRAVEL Ld 2 -3" COVER OVER PIPE SCALE 1' =20' / N) x 21 / / / ** SEE NO 12 314' CR ROCK 4" PERFORATED PVC 10 / / 1 / PROPOSED STORM DRAIN HEAVY DUTY, MlUCEP/PEWITN 0 10 20 40 NON - PERMEABLE LNER ALONG ATMENFEW Z SIDES AND BOTTOM AS DE 4 -6" PVC PIPE TO EX EASEMENT PER / REQUIRED BY SOILS ENGINEER. STORMDRAIN SYSTEM PROP ACCESS EASEMENT 9 INST. 73 -30364 R. / PER INSTR: / *B /ORETENRON ENGINEERED SOIL LA fER SHALL BE MINIMUM 24" DEEPSANDY LOAM SOIL MIX WITH NO MORE THAN 59 CLA Y CONTENT. THE MIX SHALL 33.0 TW 9 330.50 FG ,y / / / CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -309 TOPSOIL �7gTF 330.50 FG / / oQQOTESS /pp� **3/4 CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE NdFff 7Rk7TON AND STORAGE ABIIJTY OF THE BASIN W S f / THE EFFECTIVE AREA OF THE BASIN SHALL BE LE W1 AND SHALL BE SIZED BASED ON EINCMHFAS STORMWATER MANUAL CAL EULkBfkVS. TYPICALLY, THE 16 7ECHNOLOOY, SURE 154 yam@ `' c9� y 0 i t _/ SURFACE AREA OF THE BIOR€TENRON BASIN IS 49 OF THE IMPERVIOUS AREA DRAINING TO IT IRVINE, C.AL.IFORNIA 02919 r^ ' T. 040.700•9eoo • Exp. 6/30/2 / - / BIORETENlION DETAIL FOR /MP CONSULTING INC. F. aw•7awewis ° 12' CIVIL ENGINEERING �� CIVIC ��`� M _ NT5 LAND PLANNING & SURVEYING CV04NC•NET OF CAUF� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY. DRAD BY: CHESS BY. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. s - A AAAA 12.zgzl4 PLAINS PREPARED UNDER SUPERVISION OF REVIEWED Y: DESCRIPTION: 2.5" BRASS DISC IN CURB GRADING PLAN FOR: LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: - L -I� 1264 LAKE DRIVE RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C425 -2519 GR G S I DS CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO.: 33520 DATUM: NAVD88 0(1 21 1 1 2 260 - 212 -18 DEPUT�j CITY ENGINEER VINCENT W. SCAR ATI EXP.: 06/30/2012 pg DATE PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /ETA SHEE F 42 41 0 w n rn rn r U H ? -o U) So F- 8Z U)o� Z Z rn 0U U ui Z r0 U ID ,CL CONSTRUCTION NOTES: 10-- CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 44 REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. (D-CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. 7� CONST. PCC STAIRS IN THE LOCATIONS SHOWN, ,SEE LANDSCAPE PLAN CONST. AC PAVEMENT IN ACCORDANCE WITH THE"GEOTECHNICAL REPORT (4" AC /6" CL II MIN). O9 INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. 10 CONST. 5'6" HIGH MASONRY SCREEN .WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 11 INSTALL 12 "X12" NOS CATCH BASINS IN THE LOCATIONS SHOWN. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 13 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 14 SEE LANDSCAPE PLANS FOR FEATURES. 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 17 ` INSTALL SDRSD CURB OUTLET DRAIN D =25 IN THE LOCATION SHOWN. @__ RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. @__ CONSTRUCT SDRSD STD. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. @_ INSTALL 18" HOPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. @_ INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14A. 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. (91 INSTALL PRIVATE 24" HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. �MM MM1 O 06 341.43 FS o_ o_ o °o _ - 2 Ci3) i o ° ! , be be ae } 341.23 341.33 FS I `� 341.20 TW cv " o "' w SHEET 338.90 FG o F + �� vt o co 3 W, o o cower ,e..,_,.. q)7 1s �. I �, +� 0 T _ II Q 29.30 M ;, �M M AIM M C8 M II �F�Fp =_- 333378.56 R Y'58 IR 12 I I 1 340.00 I g �' mU � I II ��III III III TIM =336. 19. T i a 340.26 TC ` ' 339.00 5 o �o 0o v 77 FL NM M o�io S-6 .5's WALL - VALK - 339.84 FL ` 338.00 ` 1n = _.. � 14 +83 \ 5.67 C2 I 5 �� a i 3 TC 14 +8t�.61 t 337.14 TC � • �; < 335 25 F6-�,� 338.16 336.72 FL ?3 -- - _ CL A.P. 13 15 +17.87 ~•. _ - 12 +42; o o r - - - � 12 +90.31 FF= 337.56 34s8fx 1 CL D/W 15 +03.20 _ _ -__ 13+53.82 335.96 TC 13 +28.42 335.14 TCEC 333.58'18 I P11DS336.901 140.22 TC 340.07 TC C3 337.42 TC 14 +11.66 t2. 15 336.16 TC 335.54 FL 13 +00 334.72 FL N F 10 1TM =335.1 L - - -J o03 139.80 FL PRC339.65 FL 3 8.19 TC C /yV CL D 337.00 FL �� 335.84 FL - ---T 333.51 RIM -0.08 TC 15 +26.69 1 I 18 13 3 7.77 FL „ 14 + - -- - - - - D- - -- - - - - -t o`o o t' n i$.66 FL 15+26 FS 15+ 00 i - , X02'51 49 E - - -� - - -- - --- _ -_- ys 335.19 RIM - -D TTTA T E 1 � OA �� PROP 8" DW 333.51 TC C7 M o � r l � ® 4 TG - 40 12' 15 Pl � 1 V 333.09 FL M - - - -__ ___I _ _ - -- -- - - - - - -- - - 14 +12.57 i SS MH , (PUBLIC) -- - 20' 25` & \1 13 +17.38 17 333.32 TC o M M ❑ ❑ _�D-- - - - - -- - 1 PROP 8 SS 14 11' 334.82 TC 14+ .76 PUBLIC 335.10 TC L 0 W _ ____. 332.90 fL_ __ 15 +26.9 ( _ - - -- - _.- -- 334:40 FL - - D /2 -L.P. SS CO iG 337.73 TC 36.78 TC __ __J__- _ _- __.._336 49 TC 1:76_-- _ - - - - -- -334.68 FL 339.06 IFS EC _ ._l - -_ -_ $ 28.16 I 3 611 TG . X4 FL 337.34_F1 _i 336.36 FL 336.07 fL _ -__ PROP 4" HL 32 =7 1 35 C6 1.76X (PRIVATE) I - 14++98.92 7 TC 33823 TC a� L� n� 339.80 J PROP 8" SS i °D 3374181 FL 3 ,n ao c'i o 0o 9--FL C 3 336.55 FS 'RC { 1 337.60 FS +�v oo 37.70 FS M r 3G' 3C WALK I w _ M M M N "!� 334.10 338.71 Fl ✓ ,, t6 M 333.73 FL /t `� + }MM 19 ! 'FS 6 ' LOT 77 1 Yl. - OT 10 _ a 3 I _ - l __._ . _ -- 5 S CE S FI CL- T.;; /S�1 0 F3s34.10 36 334.04 TG ?tea 7 334.02 FS 5 I /=0R L&,% I ! . 148. , � , ,,, TIN J 338.78 _ _ I ,� i'/A /j OS C A P9 - .,.1 ! � %'r �c r4 333.60 338. FL _ 334.02 FS � w . ,� - 334.06 FS cn ! M ri '� c);s - - f 7 !n s °' o I M I M M 334.30 FS 6 n I 334.06 FS I M wa °1 rrn M M M 334.30 FS �� M "' 2% M 333.58 FS r' „ �� M 2% M �a 2% 333.73 FL M 339.50 TP 1 0 333.60 FG 333 60 FG 02 FL �' a M, 334.30 FS 1 'r t r ` . -• � 333.50 FG 1- --a 36.99 TG 336.79 34.48 INV TG 333.79 IN g » M s 337.00 ° � : � I FG i �7 ® 336.91 d HP a� 'n ! 336.79 TG o z u ° ;o 333.231NV ?� FF =33f a, PAD -3i 336.91 o o 20.6' y TTM=3 HP ui ® 0 1 FF= 337.56 'o i .1 c � 336,79 TG o 331.81 INV "' o 337.48 FS :0 1 337.34 TIN ' 336.90 �� (34.10 12 °s,', I 176,]NV - i 0 '333 43 FL o �a� 334.14 FS I 334.10 FG I3 10 �'' _ 33 FG - 334 82 FLT... �� 333.28 FS 333.58 FS P -�. -� I I 319,7t -fir. 33 ,20 FG 33:2 535.00 TP e e e a - vurvv n u CJ7 \. LPN �� 3�:. a.; 329.00 FG 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H =2.5') l ° •. 30 INSTALL SDRSD STD. D -30 HEADWALL. , � II 9 W 4 / 27 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7' D= 4.74') ®� j I °� D- 327 50 FG I / 32 INSTALL 15" RCP DRAINAGE PIPE. L =6' & S =0.005 I FF= 334.76 " } _ ( ) I o I PAID-334.110 332.50 327. 0 FGM 3{ f TIM -332 ff 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION. ( - 50+ 34 INSTALL 6" NOS TRENCH DRAIN D- INSTALL 19 0 334.10 FG 332.5 FG ® DEEPENED FOOTINGS° NZ 329.50"' F'� R` >' I•"� co - -1.6 3.0 { cv I° o 332.00 Ft f 35 INSTALL 12" NOS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN `` v `` 330.00 29 - 29 75 rr r I rn I o M o 80'x15'Xt' MIN LET �� /(1 / a d, F r M / 339.00 _ `rr' i 36 INSTALL 6 NOS ROUND GRATE j M 25 333.00 FG �52820�'TP' RIM l °' { - 333.76 23 328.40 TG 328.00 FG p �319.7A 1 N N, 20 ' r r r° f'- .! F LOT �1 _ �, �• " "� � - 28.00 FG .,. 5' " PAD=333.10 ; 325.00 INV S / / / Qom, 316gA04V o l 320,170 INV i �� I � 316.7Q IN11 ) `NW F F , ✓F.,," F f °� ` I i z I 333.00 328.00FG 6 1629A 330.2 %FG oQry�/ a " N,.'s �; %sJ LIMIT OF STREET PARKING I L x ws` tsr e22 ' X1 , MIN ,,ryy ✓.= F F,`, ry j; f �e ,F,�,,, rF' �?b>`l,/, Ff f` . pgyJ p %,t; 3 y f 25 328.40 T 3' Al, 0 23 33 r ��> / / / 330.75 FG DRAINAGE PATTERN pp r f ' „N. E L FG vo N, 5.00 INV SUB ✓ j , �� f,r s f ' # y r � e J 3 322.00 INV 18 �,. , . / • r ,.- 9 o f j 328.00 FG r' f�r f%, /r ✓ r ° ?� rr Y r . t 331 F 331.00 FG '" _ NOTE; 10 r �i t 23 ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BIO- RETENTION BASIN. THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BIO- RETENTION BASIN ENSURING ALL RUNOFF IS COLLECTED AND TREATED. 328.00 FG 0, a �t FG w r f , 3 / f i, tF._ E_� � � � , / �•V • � "- .......,. "�F,r v �3�� ✓d& . P �Fi ��% �i f FF 4. :,. � r ..,�"s. F .: ° °, :n .mow, "i / `,m„ �^ /� ✓mow^ s / ,. ,° • 'F. FFe "4' �- .✓"y, Ym � 3' .r• ' ' .r'`,� r" , F�r "d .. �' a '., r" s____ g.. '"„ -,-, ,-" r ...i`' a...3 .. "" �..... _- e ,,{�,,," f F fr ..,•',,^ ,..*'' ",r`rrr / FG 'JOIN"` rir t.F, fa CONSTRUCT TYPE F INLETr ' ✓ "i , r �; / / ✓ 2 K _. _ r i ._. ° °_ r 51 +65.45 2 324.2 PAD NOTE: g , � - r { 20 N W r d' s x 314.10 S/E ' ha TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 2.13 FG ' �„,,.- ,,.,,,. r J.S. SDRSD STD. D -7, TYPE F BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. / ' a C l g'�.,``✓ ✓ r ✓ {rv,. `fr„ n. FG 332.5 •ti y \ 4"' ~r.,✓" .-,,?, „ i r r i \9 18 SD PIPE(IN) 18 SD PIPE(IN) /i r„r•'' 1 !rs'" r/"` {,- 4Ar �• R re' s^ /r4'c" t" t rn _ a y +,� ,�` Q0.0FESS F oy °zx 27156 BURBANK "tea; ,•' - "r ,`- t. ,•. ^"' i r,`.. - -'� " % �� [ ` , ' ,,, pr 24 SO PIPE(OUT) 8p 1 ' FOOTHILL RANCH, CA92610 W 2 �D SCALES 1' =20' % i ! ! '� �; ' ,, ,z �f�.. s�.'`�`%� -v k�.,� �t �;.;" M' T. 949.916.3800 d' > No. 33520 z ! f j` #. °:a 'i s "•-,y, / 3 6, CONSULTING, INC. F•949.916.3805 ♦ Exp 630/2016 / d CIVIL ENGINEERING „ r JUNCTION STRU RE DETAIL LAND PLANNING & SURVEYING cvc INC NET � 0 10 zo 40 NTS 1 " t CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DesICNED BY: DRADWK BY: CHECKED sY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 2 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: DESCRIPTION 2.5" BRASS DISC IN CURB - SA 12- z M 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: 11 Z� - \� RECORD FROM CITY OF ENCINITAS CITY VENTURES 10851-G ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO.: 33520 MASIH MAHER, C42519 / -0rGL &AJA/ PRVZM 260- 212 -18 DATUM: NAVD88 VINCENT W. SCARPATI EXP.: 06/30/2016 DATE DATE I L / 9 ( PLANNING CAS€ NO: 10 -028 TMDB /CDP /DR/MIN /EIA SHEET 8A -0-F-4-21 U) 0 T CD LLLL to0) 0 a ti w Z 0 r a LI lz 4it tL -G ONSTRUGT _ _ -- -- -- - - -- - - - - - = - - -- - - - -------- 296 23 L Fr24 HDPE - - _ - - - 20 +00 21 +00 22 +00 23 +00 24 +00 25 +00 26 +00 16 TECHNOLOGY, SURE 154 IRMNE, CALIFORNIA ?2616 T. 949.769.6600 CONSULTING, INC. F. s49-76o.6605 CIVIL ENGINEERING CVO-INC.NET LAND PLANNING & SURVEYING Exp. 6/30/2014/* CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DK UK I vws DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.�E3' DATUM: NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE:- ��_B�- _ R.C.E. NO.: 33520 y,alu VINCENT W. SC RPATI EXP.: 06/30/20 REVIEWED Y: 1^J A � MASIH MAHER, C42519 GREG SHIMS DEPUTY ITY ENGINEER � 127 � 'j� DATE DATE 902��LL 111 (7i GRADING PLAN FOR: 1264 LAKE DRIVE CITY VENTURES 260- 212 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA d��7 �� SHEET 9 OF 42 Lo 0 co (� W LL z = O O J �C6 Z O O z UUW z CFO U'd 0 Z d Z N O 18 TECHNOLOGY. SUITE 154 IRVINE, CALIFORNIA 02618 T. 040.780.8800 CONSULTING, INC. F.040.769.8805 CIVIL ENGINEERING CV04NC NEr LAND PLANNING & SURVEYING * � Exp. 6/30/2014 / • -�e 13 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHEvwS BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: N: QUAD BIRMINGHAM AND LAKE RECORD FROM. CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE: b--L-1-1 R.C.E. NO.: 33520 VINCENT W. SC RPATI EXP.: 06/30/204-2 REVIEWED Y: ' MASIH MAHER, C42519 GREG LDS DEPUT CITY ENGINEER C4( 241 1 IL DATE DATE f rj1/zi GRADING PLAN FOR: 1264 LAKE DRIVE CITY VENTURES 260- 212 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA 10851 -G SHEET 10 OF 42 Lo 0 0 0 0 m L W� H o Do C7 O J CD O'T Z rn 2 L1J U Z FO CC>a A T I•i• 1 / No III •i cM41� cl Im 1;.;. Y (INIIIIIIIIII ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS /HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: e. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE C. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS C,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSE €D SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OR a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 16 TECHNOLOGY, SUITE 154 IRVINE, CALWFORNIA Szaa T. 8 40.760.0e00 CONSULTING, INC. F•941i.7ea-eOis CIVIL ENGINEERING CVC4NC NET LAND PLANNING & SURVEYING Exp. 6/30/2014/* EROSION CONTROL PLANS CITY OF ENCINITAS TYPICAL SECTION EROSION CONTROL CONSTRUCTION NOTES: SILT FENCE o---o 31 CONSTRUCT GRAVEL BAG VELOCITY REDUCER BARRIER PER BMP SE -6. 'TMCKOUT CONTROL' OR APPROVED EQUAL PLAN �y I P YACiI ;;' /I MI CRUSHED ROCK MIN. DEPTH 32 GRAVEL BAGS, (2) TWO BAGS HIGH PER BMP SE -6. 33 CONSTRUCT SILT FENCE PER BMP SE -1 AND DETAIL SHEET 11. 34 CONSTRUCT STABILIZED GRAVEL CONSTRUCTION ENTRANCE /EXIT PER BMP TC -1, TC -2, AND TC -3 AND DETAIL SHT 11. 35 CONSTRUCT GRAVEL BAG CHECK DAM AT CATCH BASINS PER BMP SE -4 AND DETAIL SHEET 12. TRACT BOUNDARY (A SCALE: 1" = 40' d 0 20 40 80 V CHANGE NQ. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DK DK VWS P,E11I5120 EL05I DM CDMTIWL PLAL) AIL 3 Iv DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: HAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE. �� -2 ®ate R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2012 REVIEWED Y: ^ - 11A `' MASIH MAHER, C42519 GREG I LDS DEPUTY CITY ENGINEER r'j � ,L-I / 11 DATE DATE GRADING PLAN FOR: 1264 LAKE DRIVE CITY VENTURES 260- 212 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA QE �± 1 0851 =V SHEET 11 OF 42 0 ro v U F LL ? -0 z J OP- zz 0= Z MHO U°a 18" MIN. r GRAVEL BAGS (TYR) 4" P.V.C. PIPE / FLOW m z 48" MIN. I 1 TYPICAL SECTION SANDBAGS (TYR) -I 4" P.V.C. PIPE FIBER ROLL -J / PLAN V`-CURB FACE CATCH BASIN INLET J FILTER FABRIC n STORM DRAIN INLET PROTECTION N.T.S. Q I SANDBAGS (TYP.) - a DIRECTION OF STREET FLOW ONE BAG HIGH (TYP.) OVERLAP CURB - � GuKtj-- (TYPICAL) NOTE: 1. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF MORE THAN 4% SHALL BE AS SHOWN ON THE EROSION CONTROL PLAN. PLAN �2 BAGS MIN. SANDBAGS (TYP.) tI FF =1 I1= =1I 1= TYPICAL TYPICAL SECTION ELEVATION 1. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF THE SANDBAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. REFER: CALIF. STORMWAT €R BMP HANDBOOK - CONSTRUCTION SE -4 EROSION CONTROL CONSTRUCTION NOTES: 31 CONSTRUCT GRAVEL BAG VELOCITY REDUCER BARRIER PER BMP SE -6. 32 GRAVEL BAGS, (2) TWO BAGS HIGH PER BMP SE -6. 33 CONSTRUCT SILT FENCE PER BMP SE -1 AND DETAIL SHEET 11. 34 CONSTRUCT STABILIZED GRAVEL CONSTRUCTION ENTRANCE /EXIT PER BMP TC -1, TC -2, AND TC -3 AND DETAIL SHT 11. 35 CONSTRUCT GRAVEL BAG CHECK DAM AT CATCH BASINS PER BMP SE -4 AND DETAIL SHEET 12. N W W 3 c 0� N5TAL 5AUDW .0T51 -4 TYP ICkL a¢, \e► I i o 5� M 1!� Em ta -i L-Jr- ,.z< -.-�: 'e-4-7 3 A MISTA L L S RAW WAD \0N m L 6T6 I i- A+ I Y i I TOT,II"LL 1I5°C1,M AT'= WEST t 3.1 r IGNi 0 mmol i 3 FA &mc INSTAU MIRArl RAIU DRILY IN5TALL STILAIN WAPM s a = NDrJH 51VE CKI! NSTALL �\ 5ECTIOM STRAW MATTING � . Nis �f PICAQ f� i 1---C1TY VENTURSS TO "CLEAN" SOIL AEI0 DC' IILI S FRAM CXI 5TPNG �CDN C,RG,TC DfLAI N A , Lo 0 m r- CD rn v UFLL z co �o (50580 F ( w0 0) Z 0 rn Z 0Uw Lu z I-0 U°rQ 18 TECHNOLOGY. SILME 134 1R'VINE, CALIFORWA 9208 F 949.7M.6800 CONSULTING, INC. F. Q49.7N.8806 CIVIL ENGINEERING CVC-INC_NET LAND PLANNING & SURVEYING KLVISLO WOKKLK HLALIH ANO SAFLIY PLAN FOR ASSESSOR'S PARCEL NUMBERS 260 - 212 -18, 1264 LAKE DRIVE, ENCINITAS, CALIFORNIA, DATED AUGUST 20, 2010, (RWHSP). C &V CONSULTING DOES NOT TAKE ANY LIABILITY FOR ENVIRONMENTAL OR SAFETY COMPLIANCE WITH THIS PLAN 2. IMPORT CONDITION NO EXTERNAL HAULING OF MATERIAL APPROXIMATE LOCATION OF PIEZOMEfER (TO BE ABANDONED) SOIL RE -USE EXHIBIT ' CHANGE NO. I DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL i "t" DK"�Y' 1 "'`"p "Y: 1 "t ,",,,S �Y: ' ENGINEERING DEPARTMENT APPROVALS ( CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT I DRAWING NO. DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE:+ -'L- l-. VINCENT R.C.E. NO.: 33520 EXP.: 06/30/2012 REVIEWED Bl(/: 'ILA. /V/\ MASIH MAHER, C42519 °I/2? / It DATE GREG SH19LDS DEPUTW CITY ENGINEER DATE -/ i 7i7, 12, 1264 LAKE DRIVE CITY VENTURES 260- 212 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA 10851 -G i_1 *41mikil21mf'� Lo 0 co co co a L UwLL ?1-0 =)o (r)cn co J (7 co O Z Z 0) C)Uui caFO U— CC) d m 0 0) w� ~o �o U) to (� J v O0) U Z �O CO M -a m a CD �v I W� F- �o cn m C}J cp O r, J W 0 EF Z U Z t-- O m= ,a TOP OF RE -USE SOIL 326.50 LOT 6 SECTION LOOKING NORTH NTS t Z FF= 334.76 PAD-334.10 TTM =332.6 D- FOOT :0.1' oa Do V F \ aJ p4D 33 �1C b D -FO pop 333.80FG F(QI ` Q °4 DR r -- z v 6.90 4 41N 33 FF= 334.76 PAD-334.10 FG^°`� � 334.10 �b doa b� a� .° 0 44 j C FG i i / G N \ 1 i 9 -- - ° - - -- 4 36 332 561NV L y + --I PAD=333.64 FG 5 6C1Cbb h 6 . 0�p � Gm \ ° °o FG E ° o 12% a o G j LOT 5 SECTION v' Q °aC FF y 6 c FG I LOOKING SOUTH NTS T 325.00 INV o a 8 1 31NV \ 320.70 INV 1 11 32% `" - 30.6,11NV a 30:°41INV I 12 V u be I 36 O� I 12 FS FG TOP OF RE -USE SOIL 326.50 LOT 6 SECTION LOOKING NORTH NTS t Z FF= 334.76 PAD-334.10 TTM =332.6 N89'01'19 "W 210.27' LOT 10 1OFG FF= 334.76' PAD =334.10 FF= 334.76 PAD =334.10 D- FOOT:0.1' / D- F00T:0. 329 334.11 �L z a L L D- FOOT :0.1' oa Do V F \ aJ p4D 33 �1C b D -FO pop 333.80FG F(QI ` Q °4 DR N89'01'19 "W 210.27' LOT 10 1OFG FF= 334.76' PAD =334.10 FF= 334.76 PAD =334.10 D- FOOT:0.1' / D- F00T:0. 329 334.11 �L z a L L y `+ F + r -- z v 4 41N 33 FF= 334.76 PAD-334.10 FG^°`� 334.10 44 j C FG i i / G N \ 1 i 4 36 332 561NV + --I PAD=333.64 t jj 6 . Gm 12 E ° 12% 6 a 8 1 31NV 11 11 32% `" - 30.6,11NV a 30:°41INV 12 36 12 FS jf EC 334.50T OT 334.08 g p 6 c 11 FF- 334.76 i 4 j ,� :�l 34.26FS 334.26 / o T ?' / 0 4 PAD-W.10 36 29.-7 7 T T 36 - 12 °o TrM -W2.6 _i_. I r 329.661 _ -" i a c x , INV �ff \ � °�° � @429 .611NV r -�� , _ J PR 4.19TC - / c a �_ � � �. 1 F F 7 �� 333 :68 n +�'' °a 328:57 IN 36 r- ___ __.- 3.77FL p r 12 -i -o v 'L�° HP /FL p 39 c a 11- 1 FS -- - bo I o e T _ j r \, 3B1 L. STEP -1 329.331 .� r F5 3 LOWEST PAD ELEVATION 334.60 / / / � /\ `e \ ao 34.10FS a^ 3 _NA&KL__ -ti , y \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \\ \\ ;\ � ` fQab ° 333.90FG IN /\ /\\/\/\/\\ / /\ / \ \ /\ \�\ \� \/ 11 D- FOOT. D- FOOT:0.3 - I I 36 + 33 91 \ VA\�Ar \ \iAA �v v v 00o T ._ �j '._ 329.711 36i ., ' _ _ _ I '"" 'FS I FG _.. �� 329.821 36 FG \` TD 4 36r 4 1 1 m l 1 .L; h :� 329.401 36 T TOP OF RE -USE SOIL 326.50 \ L`J' u 3 r T o I I PAD=332 60 W / J'4' tilu 38 �- I ° � � G ..� I . 6_r_ P.. 6 � 40 FF= 333.27 i 329.811 11 � D4 �fiE: F \ /V \f \ / \ / \ / \ / \/\ \ / \ /VA /VA /VA /VA /VA /VA /VA /VA / \A vv �. fig+ �`� � 1` � `.'�a t G :L ( , 40, 329.371N 36 333.19 2.0% I C�J 321 4FL \\ 36 29.131' ( 35 . 5 ) ;.- MIN I 12 ADO FG O A. ❑ iii LAi,"!�41 it ilJ.iLL�h i INV _ -- --- - - - - -- -- - - - - -- - - - - -- - - -- - - - - - -- -- LOT 7 SECTION o 36 - - -- -------- - - - - -- - 11 -- - - - - -- \ INV 329 251 35 329.521�N LOOKING NORTH NTS 19 29 330.00 TW - ..._..__. 30 32 19 SCALE'_, 1` =I " 20 31 70 INV(IN) N\ W =14' 0.23% 31 INV(IN) SE _.._:._.2 . �`31fi.70 I (OUT) NW 0+00 C NOTE: PLACEMENT OVER LOT 5, 6, & 7 FOR CONTINGENCY ONLY 0 5 10 20 20 +00. 7 9 PILASTER 33 DRAINAGE PATTERN �33 : G - 1. G 14 27 10 . , NOTE: CONSTRUCTION NOTES: g 20 CONSTRUCT SDRSD STD. 'D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DUAL BELOW, 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7' D= 4.74') ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF 11 INSTALL 12 "X12" NOS CATCH BASINS IN THE LOCATIONS SHOWN. " EACH INDIVIDUAL LOT TO CAPTURE AND REDIRECT ANY RESIDUAL 11 - CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 21 CONSTRUCT 8 THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE 2a- CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. 22 INSTALL 18" HOPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & 5= 0.005) 810- RETENTION BASIN. THE BERMING AT THE LOWER END OF THE 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION. LOT WILL WRAP AROUND AND TIE INTO THE 810- RETENTION BASIN ( -- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 1,3 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE 'IN THE LOCATIONS SHOWN. ENSURING ALL RUNOFF IS COLLECTED AND TREATED. MANUFACTURES RECOMMENDATIONS. 34 INSTALL 6" NOS TRENCH DRAIN 4 REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G-11. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH - GRADE. PAD NOTE: � 14 SEE LANDSCAPE PLANS FOR FEATURES. 35 INSTALL 6" FRENCH DRAIN TO THE GRADES AND LOCATIONS SHOWN TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS (STANDARDS. 25 CONSTRUCT INDIVIDUAL LOT BID- RETENTION BASIN PER DETAIL, SHEEP 7. " BUILDING HEIGHTS SHALL BE MEASURED FROM APPROVED TIM PAD FOR SCORING PATTERN AND FINISH. 36 INSTALL 6 !NOS ROUND GRATE OR PER LANDSCAPE RECOMMENDATIONS. ELEVATIONS OFESS /p CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 1fi INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14A. - 37 INSTALL 4" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. QR N FOR SCORING PATTERN AND FINISH. t W. S �!F 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 38 INSTALL 6" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. • 27156 BURBANK ,`4, 4�� 0I (D-CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN - - - FOOTHILL RANCH, CA 92610 2 .o - 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. " 39 INSTALL 12" POP -UP EMITTER TO THE GRADES SHOWN. m CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4 AC /6 CL II MIN). 28 INSTALL PRIVATE 24 HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. T. 949.916.3600 No. 33520 40 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H=1.5') CONSULTING, INC. F. 949.916.3605 • Exp. 6/30/2016 + 19 PLACE SDRSD STD. 'D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. CIVIL ENGINEERING ! INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. 25 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. {H =2.5') LAND PLANNING &SURVEYING ��OF CAl.1E�� 10 LANDS 5 6 HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 20 CONSTRUCT SDRSD SID. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. /t< ��W N��, SOIL RE -USE EXHIBIT & LOT -10 GRINDING LANDSCAPE PLAN. SEE DETAILS SHEEP 2 FOR STRUCTURAL DETAILS. @>- INSTALL SDRSD STD. D -30 HEADWALL. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: I DRAWN BY: I CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DRAWING NO. /S = X7/0 W M�i✓` z 4 S PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: DESCRIPTION 2.5" BRASS DISC IN CURB DATE:IZ�ZAP -ts AA , /k. 1264 LAKE DRIVE �* �± LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN CITY VENTURES 12352 -G RECORD FROM: CITY OF ENCINITAS MASIH MAHER fop�GLENN PRI'UM VERTICAL: AS SHOWN R.C.E. NO.: 3352Q 260 -212 -� $ ELEVATION: 323.983' INCENT W. C PA I DATUM: NAVD88 EXP.: 06/30/2016 DATE DATE 12 / 2 g / 15 PLANNING CASE NO: 10 -028 TMDB /CDP /DR/EIA HEET 15A OF 4 , � Landscape Construction Documents for: Cardiff Collection 1264 Lake Drive, Card TTM# 10 -028 Prepared for: City Ventures iffr- CA 92024 2850 Redh1*11 Ave, Suite 200, Santa Ana, CA 92705 ABBREVIATIONS: CONSULTANT TEAM: SHEET INDEX: VICINITY MAP: COUNTY OF SAN DIEGO Department of Enviromental Health Land and Water Quality Division A GLENN LEEKS Date Enviromental Health Specialist DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCISED RESPONBILE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6730 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT OF WORK OF MY RESPONSIBILITIES FOR PROJECT DESIGN. TN_E_COLLABORATIVE NEST Ac AephdtCwbete A/C Ar honCary w MN Hoororolr Farndawa PI Pre (bin hdemgdon CLIENT LANDSCAPE ARCHITECT: Qly Siff. NO. Sheet TIfl! E iwl FIRM ------------ - - - - -- O6 / 24 2014 ----- - - - - -- AD Amu0min IF FndshAw PIP Protect inPboe City Ventures The Collaborative West inc.�, ix €�r DATE: ADA AGG Aggregate FG Fla Ftmsh Grade POC �mM un. Pointer Connection 2850 Redhill Avenue 100 Avenida Miramar 1 CS -0.01 Cow Sheet � � �' �� nit s � � a ltae e �; PAUL L- HADEN - ------- - - - - -- GA_RL A 1972 -- _-- - - - - -- AIGN Alignment FH Ffrefydmnt POW Poinrofverticdorrve Santa Ana, Ca 92705 San Clemente, CA 92672 2 LC -0,01 Construction Schedules sli � o , *� � to unite LANDSCAPE ARCHIT ARCHITECT LICENSE N0. AND EXPIRATION DATE APPROX Apprwvnwe ARCH Athed(urolJ H fO6 Horrltne IaeofBuRdng ►' Psl ' Poumkpersgrroalnah L 949 -251 -8030, F. 949 -250 1529 T. 949366 -6624, F. 949- 366 6626 v '� loo AVENIDA MIRAMAR FOC I=ofcurb Fr PotntofToaaw Contact: Andrew Gerber /Matt Jansen Contact: Blaine Shearer 3 LC -1.01 ConshvctionPlan SAN CLEMENTE, CA 926 ,12 949.3_66.6624 ________ -- - - - - -- ------ - - - - -- - -- - - - - - -- !� Bottom of Cob OCR BeginningGmeRadiue FOF FOS face Finch foce�$ep PVC PIA Poly Vnyr Ch bride email: agerber@ci4wntures.com/ PadntatYerlcdlriereeci ton email: bshearer @thecollaborotivewestcom/ 4 LC-7.02 Construction Plan I ADDRESS PHONE BD Board FOW Face of Wag PVMT Pavement mott@cityveiitures.com 5 LC -1.03 Construction Plan !r BF Bottom of fence BL Banthe PS FFG rvdeh Surface Fndng R Radius ARCHITECT: STRUCTURAL ENGINEER: Buk Building RCP Re'udorcedCaneekPipe 6 LC -1.04 ConstructiortPlan tBS all BmdmcA G Gas RD RoofDroin William Hezmathalch Architects, inc. Gouvis Engineering a �?r L1i e �� P �C Bm*ofcwb G°"°° REOPT �"' '"' Rec"xle 2850 Redhill Avenue, Suite 200 4400 Campus Drive P 7 LC -5.01 Construction Details wjE e ° UNDERGROUND LRiLIT1'SERVICE ALERT OF SOUTHERN CALIFORNIA! BOP BatiomofPfpe GNY GaMonad p . BAR Boirom of Romp GB Grade Brow REF REINF Reererme Rdnfwced Santa Ana, Co 92705 -5543 Newport Beach, Co 92660 8 LC -5.02 Construction Details x Call: (800) 227 -2600 Bps Bottom ROT B� �°"' GC GFCi General Canhador GroundFwRprcuRinterrupkr RFQ Ilequirod T. 949- 250 0607, F. 949- 250 1529 T. 949- 752 -1612, F 949- 752 -2863 9 LC -5.03 Construction Details r , BS Bottom of Step GO Gr d n REV Revidon Contact: Chris Murray Contact: Jason Skudlarski " 2 Bwc Beginning of vedkof Curve `e Grade e Ro NOUN? RowhOpenig email: chrism @whainc.com email: jskudlarskt@gouvisgroup.com 10 LC -5.04 Construction Details 'CALLA MINIMUM OF TWO WORKING DAYS BEFORE YOU DIG BW Boltomofwdl Gv Gotevolve I NB bozo llt,b » hr wq 11 Lt -0.01 itdgation Schedules and Notes 016 oushedAgpregate Base CB CakhB�to FIR "°r�`°" Header +� Ra�aendm CIVIL ENGINEER: IRRIGATION CONSULTANT: 12 L1 -0.02 Imgohan Schedules and Nak2s �' 444 , f Cis Cubic Feet (second cl cast iron IfaBZ Ilwaordal S setter C $ V Consulting, Inc. Sweeney & Associates g Esti }. #' #I#I4 f'' k D s09rLr ; HP Hoh segean t1 -1.01 Irrigation PlanSr j I CIP cost- in out 18 Technology, ogy, Suite 154 38730 Sky Canyon Drive Y NOTE: Total landscape area to be planted and G ConhuudonJoinr CL cerdedipe ID Inslde Diameter SF slfr SQU01e fee Sheet Irvine, Ca 92618 Murrieta, Ca 92563 14 U -1.02 Irrigation Plan irrigated is 32,935 s.f. CIR aiumnce u 1101011011 Joint stm similar T.949- 769 -6600, F:949- 769 -6605 T :951 -461 -6830, F:951-461 -6850 15 LI -1.03 Irrigation Plan cme CialedMiecerarre sense CMI? CorrupotedMeralPipe iN iW W Impart SQ Square q r+ Contact: Ryan Butner /Daryl Kessler Contact: Chris Curry Not to Scale controleMommy Unti Cow* JB loncrmBon STA Staten email: rbittne @cvc -' rrym y�soc coca r@cvc- inc.nef /dkessler me net emoif ccu swoon 16 U -1.04 Irrigation Wan m co CoNO Carr�ete R btot SID Standard 17 1J -5.01 Irrigation Details sn set Cesar Card naaus LB !F Poumi lirreorfea srlttiC SS Stakien sfointeessteer 18 U -5.02 Irrigation tion Details r LOCATION MAP • The ro'ect is subject to Chapter 23.26 of the project t p DK Double LOW LANdwodc • Municipal Code (Water Efficient Landscape DO Doeew Construction Joint iP !aw Po m TIC THK Top of Cwb 19 LP -0.01 Planting Schedules 4 ., NaY req Pe Program), which requires a landscape and DET Detot DF Dougbs Fir MAX Mmdmwn 708 Top 20 LP -0.02 Planting Schedules H� rt :, crc r t I irrigation pion to be prepared by a State licensed 1pN0SC4pF Di Dminlnlet MECHt bleAwrical Topofcop I landscope designer. The requirements of Chapter Dill Diameter TBD Top BeDe ined SUBMITTALS. 21 LP -1.01 Plonfing Plan iu is r to as �a t 23.26 of the Encinitas Municipal Code have been ` \ DiM Dimension T MFG ,4 Monulaturer 7D Top oF0rdn 22 LP -1.02 Planting Plan �' , implemented into the subject landscape pion. a Res DWG Drawing MW Minimum TF T OFDwn TOP d Date Description Date Description 23 LP -1.03 Planting " m A m p Sgnanee E fEl EseBng Mac MOM X015 McWhaidomomenMMetal rn Typical Planning ommission Review 2111/11 g . 08/30/12 Approved Plans 24 LPL 1.03 E Plonting Pion Enlargemerd FA > adr Tyy ropofwoli Set (Planting Design) Ea Ford Lune Rodna N Mc Noah Not in IINO Un1euNokd011renvbe 25 LP-1-04 Feinting Plan _ x 4 , etEr Cdr r� OF CALL HPS 5aeriortnsuraRaandFinmr °n Number v vertkal 519111 First City Submittal 1 06124/14 Minor Client Revisions � 4 1 NOM Namhral vH0 verRml 26 LP -5.01 Planting Details r HEC Eearicat M &XIMne NFS Not To w weer 11/11/11 Second City Submittal 94105 14 ?- 01.ou4Tf NVA, (a,.trRm f-?' ® 1 27 LP -5.02 Plan6 Details t>s Sheet Tide: EQ 4W Oc on ow« wi wRh g COVER EWP Equipment OEW OnCerrer each way W/o WAov : r �k HK fad vedrcalCow OD ouimdeDiameter WC Woerclow 11/18/11 Thief CitySubmittol SHEET fw W way Of Or i rx� w, Imrt a M Hedrka welded Wrre Mesh OPG opening IX 6dsBng OPP oPPoai V& wc�Surrlcw City 03/08/12 Fourth C! Submittal Fifth I CS=0601 05/22/12 City Submittal SAN DIEGUI7 'O WATER DISTRICT ENCINITAS FIRE DEPARTMENT,ii� 07127112 SDWD Submittal §r r j 1e D r lob No.: CfV09 08106112 DEH Submittal iDIY Scale' None ems- QE i€.ig,l Drawn' BS t�% SEC SNcEl /6 1{� A Si-C- SA(C -ETi` _ if 4 sw 1 ,I, o r,._ "._tRll s , . ;: _ _._...;u _.::.. ..:v.:tF ... a. _. . ct Q NEW SHEET Team: 7CW SIGN DATE SIGN DATE Not toScok Chocked: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK PLANNING AND BUILDING ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANDSCAPE SHEETS I6 M,IV' AQ� -"r" DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: ^ ,_ �/ ✓ ` _ MASIH MAHER C42519 ;„ �- €NN PRV►tv4 LANDSCAPE PLANS FOR 12641 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323:983' nATE °ATE 2/ 5� S 260- 2012 -18 DATUM: NAVD88 SIGN I DATE PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 16A OF 42 CONSTRUCTION KEY NOTES: PAVING SCHEDULE: ((Er DFSCRIP M COLOR FINISH MFG./SUNVER PATTERN THiC REBAR CEMENT BASE JOINTING DETAIL COMMENT O Properly line. P -1 Concrete Sidewalk Natural Gray TopCad #03 Grace Square Score Per Soill Per Soils Per Soils Per Solis 1/8, sawcut 1AC -5.01 See footnote 1 below. OCurb and gutter- Refer to civil engineering plans. Report Report Report Report P -2 Concrete Mowcurb Natural Gray Light room Per Report Per Per Soils Soils 2AC -5.01 footnote 1 below. O ADA curb ramp - Refer to civil engineering plans. OJECT NOTES: 4 Street light - Refer to civil engineering pions. o Footnotes; o �$ Rear yard bioretenfion BMP areas - Refer to civil engineering plans. FSCATbO ng conditions shall b e completed andrnr fu1511ait to the satisfaction of architnnually Integrated, and shall be shielded from view and sound butirrcd to the 1 fer is ge�echniw! soils report for sub -base, concrete thickness, and rebar size /spacing requirements. g tided Building Deprut nieru:. satisfaction of the Planning and Building Mpartmein. Note;.: All rooftop Grass Swale BMP areas - Refer to civil engineering plans. equipment shalt be assumed visible unless demonstrated otherwise to the . bar.sor has reviewed the project audarmained thin-ore mailbox kictsfi satiss isetion of the Ph uming and Building:Aepartment, and adequate struettwnl will $office for ail 12 units. Tins mr@W kiosk shall be installed as shown raj support shall be into buildHg design. Rooftop vent pipes shall he Tic Landscape Plan dated received by the. City November 4, 2ulo the combined below the roof, and snail utilize from - WALL SCHEDULE: O Above -ground trtflity structure - Refer to unity pions. on to ;decorative caps where visible any. satisfaction of the Planning and Building Department and =the Postmaster. point. Ground - mounted mechanical and electrical equipment shall also be screened through use of a wall, fence, landscaping, berm, or combination (hereof to the O Air conditioner eondensor unit - Refer to mechanical pions. 3. Each lothinit shall re required to install the landscaping beyond that which is satsfactioxu of the Planning and Budding Department. All exterior accessory my DESCRIPTION HEIGM WIDTH MATERIAL FINISH CAP CAP FINISH MFG./SUPPLiER DETAIL COMMENT shown on the approved Landscape Plan dated received on November 9. 2011) strictures shall be, designed to be cbrtipaible with the primary building's exterior In Jg Fire Hydrant - Refer to civil engineering pions. by (la- City of Encinitas within one (1) year after occupancy of the unit; the Satisfaction of the Planning and Building Dept cacti d. Upon' the G12 Prim' to any the W -1 Perimeter Wall 5'-6' 8" 8x61k) 6" Fp si Sf um Soxk Finish 2x8x16" Fawn Precision Predston Angelus Block 3 /LC -5.01 See footnote below. completion of the insuilhrfon of landscaping and the Irrigation use of project site pursuant to this permit, all candiNons of approval W -2 Entry Monument Wall 6' 4' Random Cut Stone Tahoe a As Veneer Tahoe Valley Building Materials 8 1LC -5.01 -See footnote 2 below. l 0 Potable water meter for residence - Refer to civil engineering plans. system, a final field observation Shall be conducted and a certification of contained herein: shall be complctcd or secured to the satisfaction of the Planning substantial completion snail be provided o the Ch:y: The Certificate stroll aril Building Depamnent. specifically indicate that plants were installed as specified and that the Over CMIJ Fieldstone Stone to Wrap Fieldstone 949 -855 -9994 irrigation system: was imosflcd. as designed. The certificate of substantial. 014 A plan shall be submitted for approval by the Planning and Building Department, completion shall be completed and signed by a State licensed landscape. the. Engineering Services Department, and the Fire Department regarding the architect, landscape rzriaractar, or an irrigation designer who also holds a. security besmear of the site dorm. the construction phase, the on- and of4site W-3 ComerMortument Waft 6' „ 24 Random Cur Stone Tahoe a As Veneer Tahoe Valley Building Materials 2/LC-5.02 See footnote 2 below. State license in the landscape feld, . circulation and parking of construction workers'velucles, and any heavy equipment Over CMU Fieldstone Stone to Wrap Fieldstone 949 -855 -9994 rued fortheconstmction of the project, 5 The building footprint for all residencies shall conform to the building W-4. Perimeter f'ilosler � 6 3' O S12 -0' Random Cut Stone Tahoe me As Veneer Tahoe Valley ey Ulldirlg Materials 4 /LC -5.02 See footnote 2 bebw Gl0 Garages envelopes established ptrs'uan[ to tote appraveds'cn[ative Map forthae surject S pitclosiugreguiiedciarking spaces sidaiilie�kept ;available and for the Over CMLf fiekfstone Stone to Wrap Fieldstone 949- 855 -9994 project with isle following exceptions: parking of ownerflemmt vehicles at all tirhes, and may not be rented' or conveyed: a. Architectural protections small be allowed as, established within scparatelyliomtIieappnaenantdweliingnrtit. Chapter 30.16 of the Encinitas Mrniclpual cote in relation to the till W -5 a Interior Pilaster 6' 18" sq. 6x6xl6" Slump Black Fawn Slumpstons Sack Finish n 2*16 Precision Cap Fawn Precision Predsion Angelus Block (7) ) 6374594 2 /LC -5.03 See footnote 1 below. building setback established with the approved Tentative Map. All utility connections shall be designed to coorimate with the mebiteirrrd FOOhlOtes elements of the site so as not to be ekposud except where necessary, - Locations of b. Patio uroycrs and any and all ooctxsuxy strictures proposed shWI be 'and mounted trmstomnrs, meter Boxes, and other utility related items shall be 2 subject the provisions Grapier of included in the site plan submitted with building perant application with are t i ci Municipal 1. Provide p graft-resistant sealant Monodiem Permashield Premium Mode Sealer on all mason walls where visible from points b the site. protective, g ( masonry pat beyond pro+ect oof T g into build setbacks Cale The provisions for the tiering onto elopes sco t$ shall be appropriate screening ter faciint. Tray be place aabo eat ground meter they are applied in assoefation.�ritb t�l�;but7dlitigemelnpes esfabhsred on Nis. pedestals, dzx� and other facilities coop be placed above gmnnd proyidcd they are: approved: Tentative Map. :spreened with landscaping. 2. Contractor to install corner pieces of edge conditions to ensure that a clean, straight edge is achieved. FENCE SCHEDULE: GENERAL CONSTRUCTION NOTES T A temporary busmtsskales office shall only be allowed on Lot 4 in order to Ll The project is subject to Chafrcr 23 26 Of the Municipal Cork jWater Frffe did prc dde ADA accessible parking. The temporary bus apWsales office shall Landscape Program), which requires a landscape and irrigation to be plan prepared' comply with the provisions of Chapter 30.45.100A2 of the Municipal; and by :a State licensed landscape resigner. The requirements for the plans are listed in shall be idendlicd, on the building permit Site plan, and br removed upon the Chapter 23.926- The landscape and irrigation phais including the req tied Signature KE1r DESCRTPPTTON HEIGHT MATERIAL FINISH COLOR Z COMMENTS 1. Conform Work to requirements of latest adopted edition of Uniform Building Cade and applicable local and issuance of Cettificatc 0 Oemj urhuy of die unit on die lot it is contained within block of the State licensed landscape designee rtnrst be srkrnufued. -a5 past of t% to the Satisfaction of the Planning and Builahng Department hurtling pernik upplicafl n for:ire projmt, state codes, plans, specifications, ordinances and regulations. $. The temporary cunstmction trailer shall be relocated upon issuance of L� ' _ Ali F -1 Wood Fence 5'-6' ResownCedpr Stained Cabo 'Bark 5 /LC5.03 of Occupancy of tot 4fUnit 4 and removed after the last Lot/llnit rccciving or occupancy of new buildings or structures. All reguirei%plantings and automated (SemPTronsponent) 2, Prior to beginning work; became familiar with wdsting site conditions, including Underground utilities, and Certificate Occupancy to the satisfaction of the Planning and Builditg irrigation systems shall be maintained in good condition, and whenever necessary, above rode features such as grading, walls, fences, structures, etc. Contmdor will be held responsible for his g g g tot �n shall be replaced with new maned als; W ensure,amtnued compliance with applicable F -2 Perimeter Fence (Removable) 5 6 ResaNat Cedar Stained Cabot Berk 7 /LC S.Od Fence boards to be tongue and groove. Tongue should be on up side to prevent awn damage. landscaping, buffering, and Screening requirements. Ali' landscaping and irrigation 9 'the keeping of animals can %tots 1 [lnouglt 12 shall ha. in eonformamie with t moisture from cdlecting in groove. Chapter 30.55 (Animal Rcguhuhx47 of the Encialt a Municipal Code, systems shall be maintained in a marmerthat will arm depreciate adjacent property 3. Upon bean awarded Conrad, make necessary arrangements to insure that materials, supplies, and man p0 g ry g ppl power values and otherwise adversely affect adjacent properties: All ntfgrtion linen shall 10. All accessory uses shown on the. approved plans and as &fined by Chapter be installed and maintained underground (except drip irrigation systems). F -3 Tubular Steel Fence 5'-6' Tubu+arSteel Painted TBD 6/LG5.03 will be available when needed to construct this projed in an orderly and timely fashion. 30.4e (Accessorylrse Regulations) Of the Municipal Code, shan apply to the various outbuildings and accessory uses proposed on all 12 Pots ,within the 13 oil parking areas and driveways Shull coafrmi with Chaplet 3{i.54ofthe Municipal: project. Compliance with ibis Chapter Strait be demonstrated during the Code and the City's Qtl' stnxt Parking And Design Mantwi incorporated byreference 4. Do not begin work until Con1 mciot's "Construction Set' drawings are current and have required pubic agency building plancheek process prior to building permit issuance per lot. therein. approvals G5 Approval of this icgncst shall not waive compliance with any sc OOM of licit ill All landscaping, ft nse5, Walls, ow- on tire title, in anyadjoming pdblic parkways (the Municipal Code and all other applicable City ;regulations in effect at [tie title of area between the front property, line and the wept) shall be-pomom, or ly maintained. 5. verify property lines and limits of work prior to commencing work, Building. Permit issuance unloss specifically waived herein. by the bomeowners associadco.. The mairuenance program shall include normal. care : and irrigation of the landscaping; n-pair and replacement of plant: materials antil' - 07 Prior to issuing a final inspection ou fi'amirig, the applicant shall provide: a survey lraga ion syste s as ne essay, and general cleanup of the landscaped and n GATE SCHEDULE: 6. Refer to project specifications for addi♦idnal information. from a licensed surveyor or a registered $tali engineer verifying that the building areas, Parking areas and walkways, walls, fences, etc. Failure to manntam height is in cumpl uum, with the approved plans. The height cert9ficaGOntsurvay landscaping and the site in, general may result in [he getting of a public hearing to Will be suppierrented with a rodoeed (g 1r2" x IT") copy of the site plan and revoke or modify the approval. This condition shall be recorded with the onveoant KEY DESCRIPRON HGT.IWIDTN MATERIAL FINISH COLOR GATE HARDWARE DETAIL COI MENR 7. Obtain necessary permits and pay for related inspection fees required to install Work. elevations depicting the exact poinKsl of crulfiortion. The eriglneedsrrveyyor shall required bylhis Resolution. contact the Planning and Building Department to identify it d finalize the exact pofnt(s):to be certified prior tocmxlucthtgthe Survey. d,5 Alf masonry freestanding or retaining walls visible f rr a points beyond the project : G -1 Wood Sideyord Ciafe 5' -6' Rosa" Cedar Stained Cabot'Bork Per Contractor (see 4 /LC -5:04 - Heavy duty stainless steel gate hardware 8. Written dimensions take precedence overscaling of Drawings. site $hall be located with a protcolivc sealant coating to facilitate ;ti fsd removal: 9. Where conflicts occur between Drawings and actual field conditions, notify Owner's Authorized Representative tilts All retaining and other freestanding walls,:.. fences, and enclosures shall be The sealant shall be of a We satisfactory to the Engineering and Planning acid architecturally designed in a manger siinflar W. 04 consistent wits, the primary r3uililina Departauvtts. Tbe pmpexty owner shalt be-respii,nsible fur tlic iLmavalin a-. (e.g. -maned faccblo,okor G-2 a Tubular Steel Sideyord Gale 5'-6' Tubukrr Steef Painted 7BD Per Controdor (see 8 /LC -5.04 - Heavy duty stainless steel got hardware structures >:lucco masonry, split shourp stone). 2 ftum timely manner of any Scats$; posted tai sud walls. Comments) Immediately for elartf cafion. Failure to provide notification may hold Contractor liable for costs Incurred to shall be approved by the Planning and Building 0epmtr rout prior to the issuance of fedify problem, if required. building:andlor grading permits. S i Any. signs proposed for this development shall be designed. and approved in - conformance with Encinitas Municipal Code Chapter 30X60, - Glt Allroof= mrwnted egsripmem and appurtenances, inpluding ah•crotioiitiotters.:and Ct�fr 10. Prior to installing paving, refer is the projects geofechniwl report. Report discreperxies between the associated vents, cond ars and other mechanical and electrical equipment, shall be Dill Any future modifications to the approved prsjcct will be reviewed relative to Noe geofeebhieal reports recommendations and fnkmx tion noted in the Paving Schedule. findings for subaanNal cordamrance with a design review permit contained in section 23,78.140 of the Municipal Code. Modifications beyond the scope SITE AMENITIES SCHEDULE: described therein may require itabral"! of an amendment to the design review 11. Do not willfully proceed with construction operations when it is obvious that unknown obstructions and grade - permit and approval by dre.stuti hoed agency. differences exist that may not have been known during the design process Bring these conditions immediately DR3 All project grading shall of rfarm with the approvedplans. if rich grading is proposer KEY DESCRIPTION MATERIAL MFG. BUFFETER MODEL eR COLOR FINISH DETAIL COMMENTS to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred on the approved plans, orsubsequent-grading plans are inconsistent with the grading and required modifications due to lack of providing such notification. shown on the approved plans, a design review permit for such grading shall be obtained from the authoda agency of the City prior to issuance of grading or SA-1 MAILBOX: 8/LC-5.02 - building permits.. 12. Be responsible for coordinating work with Owner, Owner's Authorized Representative, General Contractor and Wall Face Rondom Cut Valley Building Materials NA Tahoe his sub- contmdoes, public agencies, and project design consultants. Sro dots C 9494855 -9994 Fieldstone 13. Ensure that rough grade has been accepted by Owner prior to beginning work. Frame (fop, Sides and Back) COW Rolled 78D NA Row 14. Ensure that fine grades have been established come* and approved by Owner's Authorized Representative p Looses °F Loden , L rc. M011box CBU Aluminuml NIA Custom Home Accessories CBU, Type 11 12 door/Model Dark Bronze NIA prior to beginning hardscape work Stainless Steel 800- 265.0041 # 1570 -12 �Qfk ti) , • P� --�� SYMBOL LEGEND: S42 WEATHERED STEEL PLANTER: 4 /LC-5.01 rn W Ar 4 15. Provide following grade drops from paving finish surface: Turf areas -1 1/2, groundcover and shrub 2"e rd Planter Walls �� - TBD NA NA Row 16. Ensure that Contractor-installed underground elements such as droinlines, irrigation mainlines and laferols, - ttili Center Line Indicates Section Letter +I� 9r 121691 ly electrical conduit, sleeves, etc. are in place, operational, and approved by public agency inspection prior to Posts Galvanized TBD NA NA Galvanized OF CALit installation of hardscape work. -- - - - -- a:+ Property line Indicates Section Sheet Number Std 17. Paving mock-ups may be required on this project - refer to Paving Schedule and specifications for additional PA Planting Area Street Title: information. r CONSTRUCTION L 18. Ensure that curved a such as was edges walkways, headerboard, and mowships have smooth and continuous curves. - - - - - - Isolation Joint 2 SCHEDULE /NOTES 19. Nt>»fy Owners Authorized Representative with proper amount of lead-time as indicated in specifications prior to Contraction Joint Indicates Elevation Letter a Contractor- requested site meeting. Failure to provide appropriate lead time may result in Contractor being _ Limit of Work Line Indicates Elevation Sheet Number � � ® O backchorged for Owners Authorized Representative's time. 20. Refer to Civil Engineers drowirigs for precise grading, step quantities, and drainage information . . .r Matchline indicates Enlargement Number 21. Dimensions are to the face of CMU or wood studs, unless indicated otherwise. 'erg" Enlargement Nome/Description Job No.: C1V09 ale; None 22. Provide isolation joints when paving abuts vertical edges such as walls, steps, curbs, and columns Point of Beginning/ Drown: BS Team: TCW Origin Point of Layout Indicates Enlargement Sheet Number 2 NEW 5H EET Q Checked: TCW CHANGE N❑, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. �2 jZEPLACE LANDSCAPE SHEE;T5 1% M, �/1 nsa+� -�a� DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: 100" /Vi � MASIHMAHER 042519 For do -EI4N PRV IM LANDSCAPE PLANS FOR 1264 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 2fS /1S 260 - 201248 DATUM:NAV088 SHEET 17A OF 42 PLANNING CASE NOt 10 -028 TMDB /CDP /DR /MIN /EIA ■ {I P -1 W_1 TW5'6" i� W-4 : > ll TW 6' -0" W ' W-1 w , TW 5' -6° z N O Um W-d z w —5 3 � � Q h O W -1 TW 6' -0- I W.1 ' �Tws -6 N ` 6 J P -1 W-4 7-= y SOUND WALL PER CONDITION SCE NOISE I V C+ i 7 _ _ LAKE - _ __. X —. f P_i W 1 W 4 7 W -1 W-4 ' W -1 P -1 W-4 W -I 7 SA•1 P-i P -1 Limit of Work ' - _ f j_ _ fid r u, TN 6-0' ' ' 4J 80 v� �34` _ i W -3 Fs FG 115.14 00 FG TF 5'-6- 52 1'& 3 TF ' 'P -- 344.66 PAD= 344.4a l FF =344.50 PAD= 344,00 - 7%T49 85 TVJ 3261 CI. 34130 F 1aMINOW I F -I I I F -1 I 342.15 FG W-5 1.15 IF 2.15 FG IF11 9 W-2 W.2 W -i 8 E Fit- I W -1 W -1 W-4 P -2 ` p . ., P-1 —.. u i RYi W -5 t TW6'-O" CONCRETEM01 CUR�� f VW SE- PARATERECIAIMELj l ✓ —. ___ / I _ __ AREAS FROM POTABLE V�AIER, c UgAREAS CONCRETE MOW CURB TO -^ j m — P -2 SEPARATE RECWME l� P.2 ; 10 � R ; 10 _ ATE PRN 2 i _._ — — _ ____ ____ -__. _ CONCRETE MOW CURB TO ___ _ - ,, a 3Q — — POTABLE WATER P.� _ - .OZ - -- � � _ __ -`�- __ -��_ AREAS __._ __ _ See Sheet _ _._ ___ USE FROM lil - � � tLC k ? 1 j ctchl�ne - - _ _ -- - - 9 q 10 __ ---- -- - __, ___ / t NOTES: 1. Refer to Sheet LIC-0.01 for Construction Schedules and Notes. 2. Wall elevations included for reference only. See Precise Grading plans. 3. 2' minimum separation required between retaining walls and LEGEND freestanding fences per City requirement. Landscaping is required in separation areas. TW Top of Wall 4. Walls and fences not to exceed 6' in height per City TF Top of Fence requirement. . J P -I IW -iI 40TF1 40 FG 4141 T R. DESCRIPTION TAEPLACE. LANV5CAPE SHEETS 1 � APPROVED 11A- ' �3? -J367 64 } ENGINEERING DEPARTMENT APP OVALS REVIEWED BY: APPROVED, �/� /✓ l / ' MASIHMAHER 042519 �,� �t�N 'MvIM DATE DATE 2�S /� CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT LANDSCAPE PLANS FOR: 1264 LAKE DRIVE CITY VENTURES 260- 2012 -18 PLANNING CASE N0 10 -028 TMDB /CDP /DR /MIN /EIA DRAWING NO. - iW p 'I OvrJ� -G / SHEET 18}f<OF 42 / H 411 � / C` t _ 'S I Arn 11 S B FF =342A< /t PAD=-;A1 FF" 34 .60 1 tt �1 -� iljY 3 I __= �. T TF 5'-e „ J a z, P .� ".,nc, i F 1 S 4" ST 1� f T PAP 34 r 40 j �I F= 346 31' ' GT 5 8 � 341.44 � � =F= PAu= 345,,94 2 FT F -1 - TF 51-6' Iff - -� 4<. ,4 I1 "` r "- "-z _._ , A[� —;;�' t , Vii' 4 ; Fl .. _ F r 7 _ � G-11 ....... t W-5 1.15 IF 2.15 FG IF11 9 W-2 W.2 W -i 8 E Fit- I W -1 W -1 W-4 P -2 ` p . ., P-1 —.. u i RYi W -5 t TW6'-O" CONCRETEM01 CUR�� f VW SE- PARATERECIAIMELj l ✓ —. ___ / I _ __ AREAS FROM POTABLE V�AIER, c UgAREAS CONCRETE MOW CURB TO -^ j m — P -2 SEPARATE RECWME l� P.2 ; 10 � R ; 10 _ ATE PRN 2 i _._ — — _ ____ ____ -__. _ CONCRETE MOW CURB TO ___ _ - ,, a 3Q — — POTABLE WATER P.� _ - .OZ - -- � � _ __ -`�- __ -��_ AREAS __._ __ _ See Sheet _ _._ ___ USE FROM lil - � � tLC k ? 1 j ctchl�ne - - _ _ -- - - 9 q 10 __ ---- -- - __, ___ / t NOTES: 1. Refer to Sheet LIC-0.01 for Construction Schedules and Notes. 2. Wall elevations included for reference only. See Precise Grading plans. 3. 2' minimum separation required between retaining walls and LEGEND freestanding fences per City requirement. Landscaping is required in separation areas. TW Top of Wall 4. Walls and fences not to exceed 6' in height per City TF Top of Fence requirement. . J P -I IW -iI 40TF1 40 FG 4141 T R. MMMOWN W-4 aNEW SHEET I L00S�F _ eden. [iC. � c m � 4 y * . 7l28p6 `�yT 1210911 f ��a\� C: OF CALIF Q Sixes T& CONSTRUCTION PLAN U LC -1.01 Job W: CW Scale: IN = 20 Drown: as N Team: TCW � Ched ad: TCW CHANGE NO, A DESCRIPTION TAEPLACE. LANV5CAPE SHEETS 1 � APPROVED 11A- ' �3? -J367 64 BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 ENGINEERING DEPARTMENT APP OVALS REVIEWED BY: APPROVED, �/� /✓ l / ' MASIHMAHER 042519 �,� �t�N 'MvIM DATE DATE 2�S /� CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT LANDSCAPE PLANS FOR: 1264 LAKE DRIVE CITY VENTURES 260- 2012 -18 PLANNING CASE N0 10 -028 TMDB /CDP /DR /MIN /EIA DRAWING NO. o ~ U p 'I OvrJ� -G / SHEET 18}f<OF 42 / H 411 � / C` t _ 'S I Arn 11 MMMOWN W-4 aNEW SHEET I L00S�F _ eden. [iC. � c m � 4 y * . 7l28p6 `�yT 1210911 f ��a\� C: OF CALIF Q Sixes T& CONSTRUCTION PLAN U LC -1.01 Job W: CW Scale: IN = 20 Drown: as N Team: TCW � Ched ad: TCW CHANGE NO, A DESCRIPTION TAEPLACE. LANV5CAPE SHEETS 1 � APPROVED 11A- ' DATE i 21 SO4 S BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 ENGINEERING DEPARTMENT APP OVALS REVIEWED BY: APPROVED, �/� /✓ l / ' MASIHMAHER 042519 �,� �t�N 'MvIM DATE DATE 2�S /� CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT LANDSCAPE PLANS FOR: 1264 LAKE DRIVE CITY VENTURES 260- 2012 -18 PLANNING CASE N0 10 -028 TMDB /CDP /DR /MIN /EIA DRAWING NO. o ~ U p 'I OvrJ� -G SHEET 18}f<OF 42 n v C r r ^V u % r 1q l t 1 I NOTES: 1. Refer to Sheet LC -0.01 for Construction Schedules and Notes. 2. Wall elevations included for reference only. See Precise Grading plans. 3.2' minimum separation required between retaining walls and LEGEND freestanding fences per City requirement. Landscaping is required in separation areas. TW Top of Wall 4. Walls and fences not to exceed 6' in height per City TF Top of Fence requirement. 1 Z2 NSW SHEET �wtivu r � y -i KEYMAP ie/ r Y rr? ShW rare: CONSTRUCTION PLAN -1.03 r.. CHANGE NO, -r- APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS tn 10 < r1 1q l t 1 I NOTES: 1. Refer to Sheet LC -0.01 for Construction Schedules and Notes. 2. Wall elevations included for reference only. See Precise Grading plans. 3.2' minimum separation required between retaining walls and LEGEND freestanding fences per City requirement. Landscaping is required in separation areas. TW Top of Wall 4. Walls and fences not to exceed 6' in height per City TF Top of Fence requirement. 1 Z2 NSW SHEET �wtivu r � y -i KEYMAP ie/ r Y rr? ShW rare: CONSTRUCTION PLAN -1.03 r.. CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2 REPLACE LANDSCAPE SWEETS Z O M. 8624 1 DESCRIPTION: 2.5" BRASS DISC IN CURB REECORD FROM: CITY OFRENCINIT SAND LAKE ELEVATION: 323.983' DATUM:NAVD88 REVIEWED BY: APPROVED: ^ ^ MASIH MAHER G2519 ;W L1i4N VIM "1 DATE DATE 2/s�JS LANDSCAPE PLANS FOR; 1264 VENTURES CITY S 280- 2012 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA A pC �+ 1 0855'1 -G SHEET 20AOF 42 to U 0 N 0 v 9 r�' O V t`Cif ti! c E- r _eI 15' t d 4 r PAC7= 333.6 � f1 —5, r' f SYS6 f n TF 5'-6" r i5, f J r f�,,..,- ' ,. FI X p\kO TF 51.61 5 IFII r r_ 5 L TF S-6" =332,10 �l X Limit of Work NOTES: 1. Refer to Sheet LC -0.0 7 for Construction Schedules and Notes. 2. Wall elevations included for reference only. See Precise Grading plans. 3. 2' minimum separation required between retaining walls and LEGEND freestanding fences per City requirement. Landscaping is required in separation areas. Tw Top of wad 4. Walls and fences not to exceed 6' in height per City TF Top of Fence requirement. 15' QNEW SHEET IN % W -1 x- vvwE IN 0i I � i f i ( i ( i I j F 1� Xl j 1 j rl �jffy.. 1 ! Ito ( ( € 1t1t /�ljl f t f ff ti /f f f =I� I 3 1 r4 4 1 0 n l y Sheet Tide: CONSTRUCTION PLAN LC -1.04 Job W.: MW Drawn: as Teom: To# Checked: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. �2 R>_PLAeE LgNVSCAPE SHE &Z$ 21 M. AA_ -4$ DESCRIPTION: 2.5 "BRASS DISC iNCURB LOCATION: NW QUAD BIRMINGHAM AND LAKE REVIEWED BY: APPROVED: A 4 LANDSCAPE PLANS FORT 1264 LAKE DRIVE RECORD FROM: CITY OF ENCINITAS MASIHMAHER 042519 tof cTl_.£NN P901M CITY VENTURES 1085'1 -G ELEVATION: 323.983' DATE °ATE 2I s I S 260- 2012 -18 DATUM: NAVD88 / PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 21A OF 42 .0 w U 0 d" N 0 r O V LEGEND 1. Weathered steel decorative trim (top, sides and back). 2 CMU mailbox enclosure with stone veneer finish. 3. CBU mailbox. 4. Decorative area /security light. Refer to Electrical plans. 5. Electrical conduit. Refer to Electrical plans. 6. Concrete footing per Structural Engineer. 7. Compacted subgrade per geotechnical soils report. 8. Adjacent concrete paving. Refer to Construction Plan. 9. Adjacent perimeter wall. Refer to Construlction Plan. 10. Finish surface of adjacent paving. 11. Adjacent planting area. NOTES A Refer to Construction Schedule for all colors, types, and finishes. B. Refer to Structural Engineer's and Soil Engineers plans /reporis for all connections, reinforcing, and footing requirements. C. Mailbox not to exceed 6'-0" in height per City of Encinitas requirement. 'Cl rv, PLAN VIEW � B 5-0" Fnuni L Fnunl I L, .. 2 -Cr L ELEVATION A SECTION 8 LEGEND 1. CMU pilaster with stone veneer finish (up and over). 2. Concrete footing per Structural Engineer. 3. Compacted subgrode per geotechnical soils report. 4. Adjacent perimeter wall. Refer to Construction Plan. 5. Finish grade of adjacent planting area. 6. Adjacent planting area. t v r C? PLAN WEW Lei 11 k IT-4 11 NOTES A Refer to Construction Schedule for ail colors, types, and finishes. B. Refer to Structural Engineers and Soil Engineers plans /reports for all connections, reinforcing, and footing requirements. C. Perimeter pilaster not to exceed 647 in height per City of Encinitas requirement. 1� ELEVATION A 2-9 Ci LEGEND I. CMU monument wall with stone veneer finish (up and over). 2. Concrete footing per Structural Engineer. 3. Compacted subgrade per geotechnical soils report. 4. Adjacent perimeter wall. Refer to Construction Plan. 5. Finish grade of adjacent planting area. 6. Adjacent plc-` -- - - b i Z fJ411 A' NOTES A Refer to Construction Schedule for oil colors, types, and finishes. B. Refer to Structural Engineers and Sall Engineers plans /reports for all connections, reinforcing, and footing requirements. C. Comer monument wnil not to exceed 6-0" in height per City of Encinitas requirement. Z °v v �v ELEVATION A k 2-04 T QNEW SHEET i2ldgt I Sheet rifle: CONSTRUCTION DETAILS LC -5.02 MaAbaor. •• •• •• Perimetertitasier3�Q. mmummitwon.d" Job No.: CfV09 8 MAILBOX [SA— I] 3/411'_ 4 PERIMETER PILASTER -4 3/41 -3 Stele: Scale: As Shown [W j 2 CORNER MONUMENT WALL [W j 3141 -1-0' Draw_ as Team: TCW 2 z � Checked: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTME T DRAWING NO. REPLACE L.AN05CAPE SHEET'S 23 M, /N LAC °A 9A DESCRIPTION: 2.5 "BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FORt 1264 LAKE DRIVE +� LOCATION: NW QUAD BIRMINGHAM AND LAKE Cep ett -IEN _ �-. CITY VENTURES 1 0$551 -G ?(ZVIM RECORD FROM: CITY OF ENCINITAS MASIHMAHER 042519 ELEVATION: 323:983' °ATE 260- 2012_18 DATUM: NAVD88 °nre ANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA I SHEET 23hOF 42 LEGEND 1. 1x6" fence board with tongue and groove. 2 l x3" fence board with longue and groove. 3. 4x6" ACQ treated fence post. 4. Post connection to footing. Wood post does not extend into footing. Non - permanent connection to allow fence removal for maintenance access. 5. Concrete footing. 6. Compacted subgrode. 7. Finish grade. 8. Adjacent perimeter wall per separate detail. NOTES A Ail wood to be resawn Cedar. 8. Tongue on tongue and grove fence boards to be on up side to prevent mositure from collecting in groove. C. Use galvanized finishing nails for all connections. D. Countersink and plug /putty ag connections. E. Point / Stain per Plan. F. Refer to Structural Engineer's and Sof' Engineer's plans /reports for all conm reinforcing, and footing requirement: PLAN VIEW GrOUT ELEVATION I I I I L _ - _ J 7 1 PERIMETER FENCE (REMOVABLE) [F -2] 314, = IV I LEGEND 1. 7-1/2"x 1" tubular steel gate frame. 2. 1 -1/2" x 7" tubular steel mid calls. 3. 518" sq. tubular steel pickets at 4' a. c. 4. 2 heavy -duty sell dosing hinges. S. Lockable gravHy latch. 6. Adjacent tubular steel fence. 7. Finish grade. NOTES A Refer to Construction plan for cokes, types, finishes and manufacturer requirements. 8. All tubular steel pieces to be metalized. C. Treat field welds to prevent rust. D. Welds shall be continuous and ground smooth. IN f" LEGEND 7. 25x4" top rail. 2. 25x6" stiles to accept 7x6 vertical tongue and groove. 3. 15x6" tongue and groove. 4. 25x4" mid rail to match adjacent fence. 5. 25x4" bottom mil. 6. 15x2" top trim to match adjacent fence. 7. Adjacent fence per plan. & 2 heavy -duty self closing hinges. 9. 25x2" stopper. 70. Lockable gravity latch. NOTES A All wood to be cedar. B. Contractor shall utilize galvanized connections and hardware. C. Paint / Stain per Plan. \ / ENLARGEMENT - DADO CONNECTION Scale: 3" = P -0" :Q L L NEW SHEET Sheet race: CONSTRUCTION DETAILS LC -5.04 wow am Taro kAwaw come Wood Side Yard Go►e.&V Job No.: CT VW 8 TUBULAR STEEL SIDE YARD GATE [G -2] 3/40 1' 3 WOOD SiDE YARD GATE [G -1] Scale: Sole As S n 3/4, = Drawn: as Team: TCW Checked: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTME T DRAWING NO. 2 REPLACE LAN05C.AVE SHEETS 2 5 �• /�/� na oe 44 +e ->-+�t DESCRIPTION: 2:5 "BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: /10. MASIHMAHER 042519 Aw cjt-rNN mu1M LANDSCAPE PLANS FOR. 1264 LAKE DRIVE CITY VENTURES 10851-G ELEVATION: 323.983' DATUM:NAVD88 DATE DATE I/ S I S 260- 2012 -18 / SHEET 25ADF 42 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. 4. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. 6. THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT ATTHE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BYTHE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. 9. CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS. 10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TORE INSTALLED WITH MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS, INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE. 12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT LOW HEAD DRAINAGE. 14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER LER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJ USTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. „ ,rl`rTlPilPCd 450m (18 ") "DO NOT DRINK" SIGN "DO NOT PRINK" SIGN. SEE DETAIL ABOVE WOOD POST. SEE NOTE 4 BELOW FINISH GRADE Y CONCRETE t.m 4,.o. Q .a N �a NAME OF JURISpIU1214 LY IT REOUIRED NOTES: (6i' )MINI 1) REFER TO SECTION 15151 OF THE SPECIFICATIONS 2) SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS 1.6mn (0.063° OR 18 GAGE) 3) THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS 4) SIGNS SHALL BE MOUNTED ON A 10Orttn x 100mn (4" x 4 01 PRESSURE TREATED WOOD POST SET IN CONCRETE. ATTACH THE SIGN TO THE POST USING 6.4mm x 38mn (1,4 x 21,2 ") ANODIZED LAG SCREWS AND WASHERS (2 EACH) R WATER AGENCIES STANDARDS i; RECYCLED WATER "DO NOT DRINK" SIGN COMMITTEE APPROVAL 11/16/2007 jDRAIING NUMBER: WM -O$ T RECYCLED WATER SIGN IRRIGATION CONTROLLER RUNTIMES This site is JAN _ _ FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. POC or Controller irrigated with ETo / Month (Inches): 1.60 1 RECYCLED 1PATE w Mn = 0 AGUA RECICLADA 5.10 DO NOT NO BEBA 4.00 3.20 2.10 1.70 DRINK LPL AGUA _ q U 0.05 0.08 0.11 0.14 0.14 0.17 L..._ Agency of Juriyadiction Nam@ J 450m (18 ") "DO NOT DRINK" SIGN "DO NOT PRINK" SIGN. SEE DETAIL ABOVE WOOD POST. SEE NOTE 4 BELOW FINISH GRADE Y CONCRETE t.m 4,.o. Q .a N �a NAME OF JURISpIU1214 LY IT REOUIRED NOTES: (6i' )MINI 1) REFER TO SECTION 15151 OF THE SPECIFICATIONS 2) SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET, THICKNESS 1.6mn (0.063° OR 18 GAGE) 3) THE SIGN SHALL INCORPORATE A PURPLE BACKGROUND WITH WHITE LETTERS AND SYMBOLS 4) SIGNS SHALL BE MOUNTED ON A 10Orttn x 100mn (4" x 4 01 PRESSURE TREATED WOOD POST SET IN CONCRETE. ATTACH THE SIGN TO THE POST USING 6.4mm x 38mn (1,4 x 21,2 ") ANODIZED LAG SCREWS AND WASHERS (2 EACH) R WATER AGENCIES STANDARDS i; RECYCLED WATER "DO NOT DRINK" SIGN COMMITTEE APPROVAL 11/16/2007 jDRAIING NUMBER: WM -O$ T RECYCLED WATER SIGN IRRIGATION CONTROLLER RUNTIMES WATER METER NUMBER JAN _ _ FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. POC or Controller 1.00 ETo / Month (Inches): 1.60 1 2.10 3.30 4.10 4.40 5.10 5.90 5.40 4.00 3.20 2.10 1.70 42.90 A ETo / Day (inches): 0.05 0.08 0.11 0.14 0.14 0.17 0.19 0.17 0.13 1 0.10 0.07 0.05 0.12 SERVICE LINE (50 FT OF TYPE K COPPER) 20 Irrigation Days/ Week: 6 1 6 6 1 6 6 6 6 6 6 6 1 6 6 1.00 FILTRATION WYE FILTER) 20 4 0.40 PSI N/A PRESSURE REGULATOR (WILKINS 50OHLR) N/A 5 0.00 PSI Plant/ lrri . Type I AKc jPrRateI IE I JAN I FEB I MAR I APR I MAY I JUN I JUL I AUG I SEP I OCT NOV DEC 0.45 PSI 1.00 FLOW SENSOR 20 Shrubs 0.40 1 0.77 1 0.90 1 2.1 1 3.0 1 4.3 1 5.5 1 5.7 1 6:9 1 7.7 1 7.0 1 5.4 1 4.2 1 2.8 1 22 Min. /Day /Zone Drip Number of Zones: 1 13 1 27.1 1 39.4 1 55.9 1 71.8 1 74.6 1 89.3 1 100.0 1 91.5 1 70.0 1 54.2 1 36.8 1 28.8 17rotal Min. /Day Canopy Trees 1 0.80 1 3.00 1 0.90 1 1.1 1 1.6 1 27--j-" .2 2.8 1 2.9 1 3.5 1 3.9 1 3.6 1 2.8 1 2.1 1 1.5 1 1.1 Min. /Day /Zone Bubbler I Number of Zones: 1 6 1 6.4 1 9.3 1 13.2 1 17.0 1 17.7 1 21.2 1 23.7 1 21.7 1 16:6 1 12.8 1 8.7 1 6.8 17rotal Min. /Day P Total Number of Zones: 1 19 1 34 1 49 1 69 1 89 1 92 1 110 1 124 113 1 87 1 67 1 45 1 36 ITotal Min. ay Total Controller Run Time in Hours:' 1 0.56 1 0.81 1 1.15 1 1.48 1 1.54 1 1.84 1 2.06 1.89 1 1.44 1 1.12 1 0.76 0.59 17rotal Hrs. /Day JAN FEB MAR APR MAY JUN I JUL I AUG I SEP I C I NOV DEC 1 WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 1 WATER METER SIZE (Inches) 1.00 HYDRAULIC GRADE LINE (FT) ]MINIMUM WATER METER ELEVATION F 342 ELEVATION DIFFERENCE (FT) (3) BUBBLERS PER 48" BOX TREE, AND (4) BUBBLERS PER 60" BOX TREE. STATIC PRESSURE (PSI) 77.0 REMOTE CONTROL VALVE # 19 REMOTE CONTROL VALVE SIZE (In.) 1.00 R.C.V. DEMAND (GPM) 20 ITOTAL DEMAND (GPM) 20 HIGHEST HEAD SERVED (FT) 349 JSTATIC PRESSURE ATHIGHEST HEAD HAYWARD " wilp" PRESSURE LOSS CALCULATION IS PROVIDED FOR THIS PROJECT BY SWEENEY & ASSOCIATES, INC. UNAUTHORIZED USE BY ANY OTHER PERSON, COMPANY OR PROJECT IS FORBIDDEN WITHOUT WRITTEN PERMISSION. SIZE (Inches) DESCRIPTION FLOW # LOSS B 1.00 SERVICE LINE (50 FT OF TYPE K COPPER) 20 1 6.35 PSI 1.00 WATER METER (DISC TYPE) 20 2 2.20 PSI 1.00 BACKFLOW PREVENTER (R /P TYPE) 20 3 12.00 PSI 1.00 FILTRATION WYE FILTER) 20 4 0.40 PSI N/A PRESSURE REGULATOR (WILKINS 50OHLR) N/A 5 0.00 PSI 1.00 BFD ASSEMBLY PIPING (BRASS W/ 4 ELLS) 20 6 5.00 PSI 1.50 MASTER CONTROL VALVE 20 7 0.45 PSI 1.00 FLOW SENSOR 20 8 1.00 PSI 1.50 ISOLATION VALVES BALL TYPE) 20 9 1.00 PSI 1.50 370 FEET OF MAINLINE: SCH. 40 PVC 1 20 10 4.00 PSI N/A XXXXFEET OF MAINLINE: CL. 315 PVC N/A 11 0.00 PSI N/A X)O(X FEET OF MAINLINE: CL. 315 PVC N/A 12 0.00 PSI 1.50 4 -90 DEGREE ELBOWS 20 13 0.39 PSI 1.00 REMOTE CONTROL VALVE ASSEMBLY 20 1 14 3.00 PSI 10% LATERAL LINE LOSSES; I 20 15 3.00 PSI 20% FITTING LOSS (IN ADDITION TO ELBOWS SHOWN) N/A 16 0.80 PSI 7:00 ELEVATION CHANGE (P.O. C. TO HIGHEST HEAD) N/A 17 3.03 PSI TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #17) P 42.6 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) NO SYMBOL AS APPROVED 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) DBY -6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) 72.6 PSI STATIC WATER PRESSURE (FROM ABOVE) F20 77.0 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) € NO SYMBOL CARSON 4.4 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910,12" STANDARD RECT. SHALL BE MODEL 1419,12" JUMBO RECT. SHALL BE MODEL 1220, N/A PSI PRESSURE BOOST, IF REQUIRED (SETTO ACHIEVE 20 PSI RESIDUAL) N/A PSI LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: City Ventures Lake Drive ETo: = 42.9 HA = 23,402 SLA = 0 LA = 23,402 MAXIMUM APPLIED WATER ALLOWANCE: TOTAL MAWA= (Eto)(0.62)[(0.7 x LA) + (0.3 x SLA)] 435,712 Gal. /Yr TOTAL ESTIMATED APPLIED WATER USED: TOTAL EAWU =(Eto x 0.62) x ((HA x PF) /IE) + SLA)) 302,180 Gal./Yr ESTIMATED APPLIED WATER USED: EAWU= (ETo)(0.62) x [(HA x PF)j IE HYDROZONE #1: (Mixed water use Shrub Area irrigated with Drip) 42.9 x 0.62 x 20,682 x 0.4 = 275,050 Gal. /Yr 0.8 HYDROZONE #2: (Low water use Trees with Bubblers) 42.9 x 0.62 x 2,720 x 0.3 = 27,130 Gal. /Yr 0.8 MAXIMUM APPLIED WATER ALLOWANCE: 435,712 Gal. /Yr TOTAL ESTIMATED APPLIED WATER USE: 302,180 GaIJYr IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION GPM PSI RADIUS PR (TRI.) DETAIL V HUNTER PROS- 06- PRS30 -CV -R POP -UP BUBBLER HEAD W/ PCN -50 BUBBLE NOZZLE, .50(l.0) 30 N/A N/A A 1.75 EACH SYMBOL REPRESENTS (2) BUBBLERS PER 24136" BOX TREE, DRAWING NO. (3) BUBBLERS PER 48" BOX TREE, AND (4) BUBBLERS PER 60" BOX TREE. AA •Aol� ' 215 oell r% PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. V HUNTER SD -B -STK SOLO DRIP BUBBLER ON STAKE - SEE DETAIL .20 25 NIA N/A R HOUSE METERS POTABLE WATER METER FOR RESIDENCE -REFER TO CIVIL ENGINEER'S PLANS. N/A 13 P.O.C. EXISTING 1" DOMESTIC METER WITH A 1" SERVICE LINE, VERIFY SIZE, LOCATION AND STATIC WATER PRESSURE IN FIELD N/A HAYWARD MODEL #72 BASKET STRAINER 1.5" SIZE W/ THREADED CONNECTIONS AND 80 MESH FILTER ELEMENT S WILKINS 975XLS, 1" RIP BACKFLOW PREVENTION DEVICE WITH WYE STRAINER B NO SYMBOL V.I.T. STRONG BOX SBBC -30SS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE B CO SUPERIOR MODEL 3200 11/2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE W/PURPLE HANDLE WIRE BOTH TO CONTROLLER C m HUNTER FCT -100, 1" PVC FLOW SENSOR IN A SCH. 40 TEE, WIRE BOTH TO CONTROLLER USING (2) 16 GAUGE WIRES WITHIN A D V CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 01e4 LASCO SLO -CLOSE SCH. 80 PVC TRUE -UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE E Q HUNTER HO- 33DLRC -R QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX F HUNTER ICV- IXIG -AS -R (1 ", 11/2,) SERIES PRESSURE REGULATED W/PURPLEHANDLE, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN G HUNTER ICZ- 101 -25 -R (1 ") SERIES DRIP REMOTE CONTROL VALVE ASSEMBLY W /PURPLE HANDLE, SIZE AS SHOWN H ( HUNTER IC- 2400 -M, I -CORE CONTROLLER W/ ICR -KIT REMOTE CONTROL, SIZE AS SHOWN, INSTALL CONTROLLER WITHIN STAINLESS I,J STEEL ENCLOSURE. (SEE BELOW FOR TYPE). CONTRACTOR SHALL INSTALL SMART PORT FOR REMOTE ON BACK OF CONTROLLER. NO SYMBOL V.I.T. SR-16SS STRONGBOX STAINLESS STEEL TOP -ENTRY CONTROLLER ENCLOSURE WITH CSA SUB- ASSEMBLY, RGVRSS AND QP -16 I HUNTER SOLAR SYNC, MOUNT TO REAR OF ENCLOSURE AND WIRE TO CONTROLLER N/A N/A 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD N/A - - - - HUNTER PLD- 06- 12 -XXX -R PURPLE DRIP TUBING W/.6 GPH EMITTERS 12" ON CENTER, INSTALL TUBING ROWS A MAXIMUM OF 16" APART K,L IN SHRUB AREAS. ALL TUBING SHALL BE INSTALLED 4' BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (5) FEET ON CENTER; VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING WORK HUNTER PLD WITH - - ` - -075 PVC TEE OR ELL FITTINGS FOR CONNECTION' BETWEEN PVC LATERAL LINES AND DRIP TUBING K,L NO SYMBOL HUNTER ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING PLD FITTINGS. K,L Q LASCO 1/2" BALL VALVE W/ THREADED CAP - MANUAL FLUSH VALVE AT END /MIDDLE OF DRIPLINE 3/4" PCV FLUSH MANIFOLD LINE, INSTALL FLUSH VALVE M INSIDE A SEPERATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MIN. ONE FLUSH VALVE PER 1000' OF TUBING IN EACH DIRECTION ON DRIPLINE FLUSH MANIFOLD. INSTALL 18" FROM PAVING. INSTALL ALL FLUSH EQUIPMENT PER DETAILS. HUNTER PLD -AVR AIRIVACUUM RELIEF VALVE INSTALLED WITH A PLD075TBTEE CONBINATION TEE AND A 3/4"X 1/2" REDUCER BUSHING, INSTALL N AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOXAT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DRIPLINE. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK, INSTALL VALVE BOX 18" FROM PAVING AND AT HIGH POINTS OF PLANTERAREA. INSTALL ALL AIR VACUUM RELIEF EQUIPMENT PER MANUFACTURER'S SPECIFICATIONS. AS APPROVED PURPLE PVC PIPE 3/4" - 11/2" SCH. 40 AS LATERAL LINES 12" BELOW GRADE O - - AS APPROVED PURPLE PVC PIPE 11/2" SCH. 40 SOLVENT WELD AS MAINLINES 18" BELOW GRADE O _ AS APPROVED PURPLE PVC PIPE SCH. 40 AS SLEEVING, 2.5 TIMES THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED P PLACE BELOW ALL PAVING, HARDSCAPE ETC. AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. NO SYMBOL AS APPROVED IRRIGATION CONTROL WIRE 414UF AWG DIRECT BURIAL (U.L. APPROVED) O,P,Q NO SYMBOL 3M DBY -6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) Q NO SYMBOL K.B.I. KC -XXX -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV WA IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD /EMITTER DRAINAGE. NO SYMBOL CARSON VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T -COVER LIDS AND CAPTIVE BOLT AND LOC -KIT. FOR ROUND FLUSH VALES AND AIR RELIEF N/A VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910,12" STANDARD RECT. SHALL BE MODEL 1419,12" JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730. VALVE BOXES SHALL HAVE PURPLE HDPE BODY AND PURPLE LIDS. FOR USE IN NON - VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. NO SYMBOL AS APPROVED RECYCLED WATER TEST STATION, INSTALL PER SAN DIEGO DEH REQUIREMENTS R AS APPROVED RECYCLED WATER WARNING SIGN, INSTALL PER SAN DIEGO DEH REQUIREMENTS. T HYDROZONE # HYDROZONE DESCRIPTION 1 MIXED WATER USE SHRUBS WITH DRIP 2 LOW WATER USE CANOPY TREES WITH BUBBLERS IRR METHOD I DESCRIPTION DRIP I SUB - SURFACE DRIP TUBING BUBB I POP -UP BUBBLERS SAN DIEGUITO WATER DISTRICT COUNTY OF SAN DIEGO D.E.H. Land and Water Quality Division GLENN LEEKS Environmental Health Specialist DATE: DATE: SAN ELIJO JOINT POWERS AUTHORITY DATE: CONTROLLER/STATION NUMBER VALVE SIZE F F VALVE FLOW (GPM) A20 1 1.5" 35 30 1 1 S 1.75 1,500 - OPERATING PRESSURE (PSI) - ZONE AREA (SFT) LL- ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER Sweeney + associates raaxunow oEawn ww wnnun xa Glifornia 88790 Sky Carryon Drive, Suite C Murrida,CA92563 951.46L6630 p • 951.4U.6WO f elullesweeroyessoexam vw+w.svwensyauoccan Mulriela,Califomia•Ausuil Tan• R. Lauderdale, Florida I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Q NEW SHEET Sheaf TBIe: IRRIGATION SCHEDULES AND NOTES LI- 0e 01 Job W.: Scale: Elm": Team: Cfle&ed: CiV09 home SA TCW TO# CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACh LAN175CAPE SHF -V-TS 2.& AA •Aol� ' 215 oell r% DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: �► , �� - MASIHMAHER 042519 Fo /CV_''ENN n%Jl LANDSCAPE PLANS FOR 1264 LAKE DRIVE CITY VENTURES 10851-G ELEVATION: 323 9$3' DATE DATE Z� S� IS 260- 2012 -18 SHEET 26ADF 42 PLANNING CASE NO: 10-028 TMDB /CDP /DR /MIN /EIA 4 �A ♦ •rice • 4 Y p e 2 DESCRIPTION APPROVED DATE P�/ ENGINEERING DEPARTMENT APPROVAL$ FROM PRE5 URE _ I TO MASTER VALLE REGULATGIR 8 FLOW SENSiIR SEE NOTE 2 7 2 PLAN VIEW AA • /✓\ /t 7 PROM PR €SSURE TO MASTER � RECrL470R VALVE & FLO& W SEE NOTE 2 SENSOR ow PROFILE PRESSURE �r car AA TER PLO#I JFY -STRhINER �CHE�K UE [W�TER - - - -� RECl3LATOR P�, VALVE SENS :R POC SEQUENCE NOTES,* 1) REFER TO SECTION 15151 AND 15152 OF THE SPEGIKICATIORS 2) INSTALL ONE TEST STATION LOCATED DIRECTLY DOWNSTREAM OF IRRIGATION CHECiK Ago PRESSURE REGULATOR VALVE PER WR -03 3) SECOND CROSS CONNECTION TEST STATION INSTALLED AT FAR END OF ON-SITE MAIN LIFE 4) BRAND "TS"' ON PLASTIC TEST STATION LIDS NO OO SIZL AND DESCRIPTION NO SIZE AND DESCRIPTION I 19t1T1 t3 <2`t S H 80 PVC 90 ELL 5 19imm (314 ") SCREDJLE &G BRASS NIPPLE 2 19MM (2 <4 ") SCH 80 BRASS CLOSE NIPPLE 6 METER BOX WITH PIORPLE'COLORED LID 3, 19mm (3 /4") BRASS LOCKABLE BALL VALVE« 7 LINE SIZE BRASS BALL VALVE PIP x METER SWIVEL 8 LINE SIZE x 19-m 13,x) SC#i 80 TEE: 4 19mm X 6T {3.4` x 'ra'I BRASS THREADED 9 T E "K" CORDER OR BRASS PIPE O3VL'Y BUSH INC WITH 6.3TIra (t,4" ) CAPPED OUTLET LO 150rrrTt (L) BASE OF 1 Qmirr I-3,g` ROCK 25mrn (1 " i AND 50nn ( 2 YT i WATER AGENCIES STANDARDS RECYCLED WATER IRRIGATION 00MVITTIEE APPROVAL: 14103f2L`06 CROSS CONNECTION TEST STATION I0fiNt ria)(IfEk� WR —OBI -* TEST STATfON FINISH GRADE IN TURF AREAS-. PLASTIC RECTANGULAR VALVE BOX WITH T =COVER AND CAPTIVE STAINLESS STEEL BOLT AND ROC -KIT, INSTALL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "BS" ONTO LID. FINISHED GRADE IN SHRUB AREAS PVC MAINLIE TO MASTER CONTROL VALVEOR 'OTHER EQUIPMENT AS REQUIRED BRICK SUPPORTS, 4 REQUIRED -LANDSCAPE FABRIC TO COVER BOTTOM AND ALL 4" MINIMUM DEPTH SECTION VIEW - N.T.& -SIDES OF VALVE BOX + aarseemq ;a Aendakq NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. 1i.9�.'T�77EaI®7 °lTli�!» islet]: i�I��M�. ial�7CI1�I1�5 /llelili*I�sl�ii.I6I[ ar � � :4 o BASKET P STREET SURFACE_ ... MINIMUM Recut E4 VERTICAL SEPARATION— RECLAIMED WATER IRRIGATION MAINLINE IN SLEEVE NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND SLLEE SYSTEMSRWATER 61SSTRG RU.ESPANp RED LA FOR CONSTRUCTION OF RECLAIMED WATER MAINS OCTCSER 1.983. " TABLE SCRA LINE CROSaING, SIDEWALK 1--- v.) -_.._ METER 80X " METM iii® POTABLE SERVICE LINE 1 1 12" - RECLAIMED WATER IRRIGATION MAINLINE WITH NNEOTTE: OF ACPOTABLEE WATER LINE -INMSTIALLATIONMOF MANDATORY WATER RGAV � MINLINE 2A' FROM FACE OF SIOEWAIK VALLPROVIOE THE t1ECESSARY 10� H IZONTAL ZAORMANCE FROM THE POTABLE MAINLINE IN THE STREET.. w® lfflffl ` K$ irrigation Map San Dieguito Water District Recycled Water Standard Plan 'Notes 1) All work shall be dose in acxordauce with the °Rules and Regulations for Recycled outer Service within the San Dieguito Water District." 2) The Contractor shall notify the District's Inspection Department 48 boors in advance of beginning work to arrange for inspection of project. the Cantmfor shall give 24 hours notice an calls for inspection. Phorre (760) 633 -2704: All work prefenmed without benefit of inspection will be subject to rejection and removal. The Cormuctor will be required to schedule a mandwory pre-construction conference with the San Dieguim Water District inspector prior to cvrnmencemeffi ofwork on waterimpmuemerns. Phone: (7450) 633 -2709. 4) Drinking fountains and designated eating areas shall be protected from spt"ay of recycled water. Best management practices shall be used to minimize recycled water eatroathmew on public facilities such as picnic tables, barbecues, playgrounds, etc. 5) Best management practices shall be used to eliminate pointing, run -off; aver -spray and misting. 6) Hose bibs are strictly prohibited unless designed and operated in a: manner acceptable to the District and San Diego County Department of Envirmarrental Health. 7) On -site cross connections between recycled waterlines and potable lines are strictly prohibited. 8) No substitutions ofpipe materials will he allowed without prior approval oftheDistrict. 9) Ail mainline. pipes shall have warning tape per District Rules and Regulations. 14) Hours far irrigation with re vled water are from 10:00 pan. to 6:00 a rm. The liours far:migation with disinfected tertiary recycled mater may be modified by "local authority.. Irrigation during public ire periods with disinfected tertiary recycled water shall be under the supervision of the designatedustr supenisrrs. 11) Burial of all wiring and piping shall be per District Rules and Regulations. 12)Non- designated use areas shall be protected from contact with recycled water:. whether by windblow-n .. spray or by direct application through irrigation or other use. Back of protection, Whether by design, construction practice or system operation, is strictly prohibited. 13) Irrigation heads shall be relocated or adjusted to pn,vent over - spraying on sidewalks, streets and nom- designated use areas. 14) Recycled water quick coupling valvts "I be of a type designed for use on recycled water distribution systems (spikes rat interchangeable with potable water quick coupler spikes) per District Rules and Regulations. 15) All recycled water appurtenances (sprinkler leads. valve boxes, etc.) shall be color -coded purple MAW WA guidelines and Section 116815 of the Calif nnia Health and Safety Code. 16)AII irritation pipes shall be stenciled with the warning `-NON- POTABLE or RECYCLES? WATER", colprcoded purple and laid with w eaniug tape and stenciling oriented toward the top of the trench per District Rules and Regulations. 47) On new on -site systems, potable water, conshatpressurertcyeied..and sewer lines shall: be placed a minimum of four (4) feet apart or as dirvited by the governing regulatory agency. Measurements shall be betw� facing surfaces, not pipe centerlines. 18) Constant pressure recycled . water lines shall crass at least twelve (12) inches below potable water lines and shall maintain at least twelre (12) inches- crossing separation betwuntwher utilities. 19) If accr stant pressure recycled water here must beiristalled aboye"a,protable water line or less than twelve (12) inches below a potable water line, then the recycled water line shall be installed within an approved proteotive sleeve per District Rules and Regulations. 20) Developerieontractor shall conduct a crass- eonirecfion test and coverage test as directed by the District and ilk Ban Diego County Department of Environmental Health prior to any nse" of recycled water. 21) The required cross- connntion inspection shall be claris by either the Restrict an3ror, the San Diego County Department of Environmewa] Health. 22) The design and locations proposed for recycled water `DO 100T DRINK" -signs shall be called out on the plan& 2d) An on -site water supervisor shall be designated in writing. This indicidi l shall be familiar wide .plumbing systems within the property. with the basic concepts of lawkftow, cross connection protection, the District Rules and Regulations and the specific requirements of a recycled water system. In cue sf pct CTm Jrnes at 85$- 525 -51iSS Nam - Number CalosFaixab at 949 - 2213701 Na .. Phswo. A 6 Greg Son" 85$- 525- 52'15' 'Name , PhourNumber Cadosl?aixaor at 949 - 221-32(11 24) AD public and private potable water mains Including -fire, rna}ns and any water wells and watar oursesw thin the recycled water project shall be showsrmi lhepbsrts..- 25j£all out on the plans if those in- ate :" "not drinking ficumains, andoor inudsor caing aeas on the site.. 24Edueate ail maintenance' portimarel ari a continuous basis nfAhe priasciroa of isseessiort water. sweeney + associates '., nreraarWa"aa WN ANDe otmiLnxa 26L461AM p . ;9SL%L6BSO f WWWJWarineyassoc eetlt FR I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN I Q NEW SHEET Sheet lid9: IRRIGATION SCHEDULES AND NOTES L1 =• O2 Job No. Scale. Drown: Team: Checked: CTV09 None SA TCVV XX CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVAL$ CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. A2 REPLACE LANDSCAPE SHEETS '2 1 AA • /✓\ i* DESCRIPTION ?, 2.5" BRASS DISC IN CURB LOCATION: NIA{ QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.583` DATUM:NAVD88 REVIEWED BY: APPROVED; N4 ® •A.--ol.. MASIH MAHER 442319 re r 4I_GtV4 V%.j DATE DATE• 21 S/ 1 5 LANDSCAPE PLANS FOR; LAK 1264 E DRIVE CITY VENTURES 260-2012-18 PLANNING CASE NO: 10 -028 TMDE /CDP /DR /MIN /EIA 10851-G SHEET 27A OF 42 FUTURE RECLAIMED WATER METER LOCATION - 77 13 1' 8 ff(( 21- 1 -..00 - . -... -. 1 _2 -1 00 - 77 13 1' 8 30 - . -... -. 1 1 DRIP 0.77 792 Work LAKE DRIVE Miss � � III1��11�1�11�1 d ........ . " ' ' I I E 1 11111111 3u5),W Tw 11 � III1un 21 'T 45 1 - lli�ff ULA S o a h 1174" A�i 1111. IIIIIIII , Y 1 11111111' IIIII ��= 343.1 344.1 1 11111111, 3/4' 1 111111►Ij CONTRACTOR SHALL STUB OUT MAINLINE AT THIS LOCATION FOR FUTURE RECYCLED WATER CONNECTION. MASTERVALVEAND FLOW SENSOR SHALL BE WIRED TO CONTROLLER BOX. wl VOTI11 11 15 1" 16 30 1 M41 0.77 1,891 1 - lli�ff ULA S o a h 1174" A�i 1111. IIIIIIII , Y 1 11111111' IIIII ��= 343.1 344.1 1 11111111, 3/4' 1 111111►Ij CONTRACTOR SHALL STUB OUT MAINLINE AT THIS LOCATION FOR FUTURE RECYCLED WATER CONNECTION. MASTERVALVEAND FLOW SENSOR SHALL BE WIRED TO CONTROLLER BOX. wl VOTI11 11 15 1" 15 30 1 DRIP 0.77 1,777 I 11111111' ,. � 11111111 1 IIIIIIII j� 11111111 l 1111111I� 343,J,Q 111111111; IIIIIIIII 5' 'TF .R) Ii', CHANGE NO, DESCRIPTION v APPROVED DATE 1 KE.FLACE LANV5C.4?f_ SHF -ETS 2 $ 10 -M 86- 1 1' 5 30 2 BUM BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAV088 348.50 FG ra 55a ,�i �ktj 345 9J -C �— FRONT RDS TO BE IRRI V- ON A PE LOT BASIS FR HOMES POTABL WATER SOURCE. FRONT YARD IR IGATION TO BE I STALLED BY BUIL ER. U V P3+00 11 1' 11 30 1 DRIP 0.77 1,290 11/7 q r�1 v 19 EXTENTS OF COMMON EASEh EXTENTS OF HOA MMON EASEMENT PROPERTY LINE CONCRETE MOW CURB TO SE PARATE RECLAIMED WATER USE n �� )~ R G Cori fR�k �Sc.r { 0 FPM SMFET f 1. 03 4aN�ECrp�, naQv�l NEW SHEET -� �- .may y� wAL- s 1 �1 — FIRE HYDRANTI ,% r ,� — 34 11 1 D v42.1 w r G 10 1' 19 30 1 DRIP 0.77 2,420 9 1' 5 30 2 BUM 3.0 160 8 1' 6 30 1 DRIP 0.77 741 7 1' 20 30 1 DRIP 0.77 1,903 6 1' 16 30 2 BUM 3.0 576 l EXTE 4TS OF F COMMO EASEME CONGRET MOW CI TO SEPAR kTE RECLAIME WATER AREAS FR M POTA WATER U E AREAS 0 n, _� i•II 1 11/2 .......... '111/2' 1 .IIIIIIIIIII �' II��I IIIIIIIIII �I�� 11/4' .......... 1 ....... , 1° 3/4. ,/4'11' .IIIj1111 I 13/4 "I I I I I 111- -illll � I I II - II II II 111jjlllll� II �II I;I Illjjillll� i ,�I II �111jjlllll 111111{ t 11/2' ?. 11/4" ,1'111; 111111111 ? , '7 341.9c T'r`y I' 334.413 :33H,70 R. l 111�jjjjl NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAr`d1NG FOR CLARITY ONLY, ACTUAL MAINLINE AND'RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE B: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Sweeney+ associates IMMATN DESIGN AND COMMTING cohromis 38730 SkyCanyon DMva, Suft C Married; CA 92563 951.461.6830 p • 9511161.6850 If emmkfkwesneymsocoom wwws%"eneyassoc.com MuMela, California • AusUrk Tens • ft Lauderdale, Aside NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. 2. Refer to Sheet LI -5.01 for Irrigation Details. ENGINEERING DEPARTMENT APP REVIEWED BY: APPROVED: -- ^^ ��. /V' C/ MASIHMAHER 042519 f'oe crL-p—wN PRV 1 Al DATE DATE 21 .S1 S t 111111 EXTENTS OF HOA COMMON EASEMENT FG EXTENTS OF HOA COMMON EASEMENT POTABLE WATER METER FOR RESIDENCE OF HOA EASEMENT w I6 w co 'rF IZ OF CALIFO IZ I Sheet IRRIGATION IZ PLAN U L Lim 1.01 2 1 Job No.: CrY09 r Scale: I N = 20 Drawn: SA N Team: TCW Checked: TCW ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. cts LANDSCAPE PLANS FoRI 1264 LAKE DRIVE Q CITY VENTURES 10851 -G aj 260- 2012 -18 PLANNING CASE N0� 10 -028 TMDB /CDP /DRIMIN /EIA SHEET 28AOF 42 ~ V n r, iv. 4 0 C I 3 1' 15 1 30 1 1 DRIP I 0.77 11,762 EXTENTS OF HOA COMMON EASEMENT FG EXTENTS OF HOA COMMON EASEMENT POTABLE WATER METER FOR RESIDENCE OF HOA EASEMENT w I6 w co 'rF IZ OF CALIFO IZ I Sheet IRRIGATION IZ PLAN U L Lim 1.01 2 1 Job No.: CrY09 r Scale: I N = 20 Drawn: SA N Team: TCW Checked: TCW ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. cts LANDSCAPE PLANS FoRI 1264 LAKE DRIVE Q CITY VENTURES 10851 -G aj 260- 2012 -18 PLANNING CASE N0� 10 -028 TMDB /CDP /DRIMIN /EIA SHEET 28AOF 42 ~ V IRRIGATION POINT OF CONNECTION; REFER TO NOTE W BELOW RIGHT m 1" 4 1" 20 30 2 BUBB 3.0 480 5 1" 13 30 1 DRIP 0.77 1,441 TEMPORARY POTABLE WATER METER LOCATION 2 1" 12 30 1 DRIP 0.77 1,549 1 1" 12 30 1 DRIP 0.77 1,550 NOTE A: POINT OF CONNECTION SHALL BE A EXISTING 1" DOMESTIC WATER METER WITH A 1" SERVICE LINE. VERIFY THE ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING WORK. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIC WATER PRESSURE DESIGN WATER PRESSURE MAXIMUM SYSTEM DEMAND RESIDUAL WATER PRESSURE NOTE B: CONTROLLER SHALL BE A HUNTER MOD. # IC- 2400 -M, I-CORE CONTROLLER W/ ICR -KIT REMOTE CONTROL, INSTALLED IN A STAINLESS STEEL ENCLOSURE (SEE LEGEND FOR TYPE). FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. ��tK�cA� corawEc.- r,00J NOTE A: MAINLINE AND RELATED EQUIPMENT SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE AND RELATED EQUIPMENT LOCATION TO BE WITHIN PLANTERS AND A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE B: BUBBLERS AND LATERAL LINES ARE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. BUBBLERS SHALL BE ALIGNED WITH TREES AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK. Matchline — See Sheet LI -1.04 NOTES; 1. Refer to Sheet LI -0.01 Schedules and Notes. Irrigation KEYMAP LAKE-- -DRIVE Not to Scale I QNEW SHEET Z P I. t � 1 1 Sheet Title: IRRIGATION PLAN CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK Details. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANDSCAPE StiE£.TS 30 10. 'A 14 Is DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: �^ • /III MASiH MAHER 042519 Co.- Cg1.vt4m PKuIM LANDSCAPE PLANS FOR 1264 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260- 2012 -18 DATUM: NAVD88 SHEET 30A OF 42 PLANNING CASE N01 10 -028 TMDB /CDP /DR /MIN /EIA N CD J o o a C- U i1W FRONT YARDS TO BE IRRIGATED ON A PER LOT BASIS FROM HOMES POTABLE WATER SOURCE. FRONT YARD IRRIGATION TO BE INSTALLED BY BUILDER. Matchline — See Sheet LI -1.03 M MAMM Limit of I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN NOTES: 1. Refer to Sheet LI -001 for Irrigation Schedules and Notes. 2 Refer to Sheet LI -5 01 f 1 t' sweeney+ associates callbmla sky CanyonDditSulfac ML76L4=p•ML%L66sbf Rpm Mumwb►Lallbleu•AUsftTe - FLLaudndala;fk" N € I € d € 2 0 NEWSHEET ?� ;ti, a € fl I Il, {/ f 4fjztt !I9 W f > /ftl f ffjf /I rf t�f E �• —I€ 6 =f , °�13i r � allfi I 1i�1 1 ��III;[1;1�31I� �.h Jili €3� 4 ML A�l Sheet Title: IRRIGATION PLAN L -1.04 Job No.: CTV09 Scale: 1" = 20' Drawn: SA Team: TCW Checked: XX or rrl a lore CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK Details. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q2 REPLACE LANIPSCAPE SHEETS 3 /0./0 0*;M 14 2-1 SO 15 DESCRIPTION: 2:5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE REVIEWED BY: APPROVED: _ �l "III • ILA LANDSCAPE PLANS FOR, 1264 LAKE DRIVE RECORD FROM: CITY OF ENCINITAS MASIH MAHER C42519 F41 �(� -fcN1H Pr�wA� CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE '21 260- 2012 -18 DATUM: NAVD88 /IS PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 31AOF 42 INSTALL POP -UP SPRINKLER HEAD FLUSH WITH FINISH GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND NEW SHEET FINISH GRADE PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL POP -UP SPRINKLER HEAD, SPRAY OR ROTOR, BRASS THD. 90 DEG. ELL, TYPICAL BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. SEE LEGEND FOR BRAND, MODEL, POP -UP HEAT BRAND "MCV" ONTO LID. HEIGHT AND NOZZLE REQUIRED R/P PRINCIPLE BACKFLOW DEVICE r'ID"ITf 112" INSTALL POP -UP SPRINKLER HEAD 1/2 WITH BRONZE WYE STRAINER AND 2 BRASS BALL VALVES, SEE LEGEND FOR BRAND, MODEL AND SIZE .�. 2" _ - I -- 2„ F INISHED GRADE -' C IN SHRUB AREAS 2 FINISHED GRADE -II��IN SHRUB AREAS N ABOVE FINISHED GRADE IN SHRUB 7T( T AND "SMOOTH TOUCH" STAINLESS STEEL�� BACKFLOW ASSEMBLY ENCLOSURE MIN P . FF7= - 24" WIRE LOOPS AND lJ�I 4 "MIN. Jj1L� 24" WIRE LOOPS AND �T =� -I I I I GROUND COVERS AREAS II _ UNDISTURBED SOIL - AND "POLAR BEARIER ", IF SPECIFIED BRASS NIPPLES, LENGTH AS REQ. J =III- -I I 1 =1 FLOW I I 3M DBY -6 WATERPROOF fy_ WIRE CONNECTORS FLOW I 3M DBY -6 WATERPROOF �. I I I WIRE CONNECTORS =�( m DO NOT INSTALL USING SIDE INLET JiT 11 I -I I -I I1 11 FLOW s BRONZE PRESSURE REGULATOR PVC MAINLINE TO FLOW 10 PIPE DIA 5 PIPE DI . A. PRE- ASSEMBLED TRIPLE SWING JOINT, 12" MIN. W/ GAGE AND UNION, SEE LEGEND SENSOR, PIPE PER PLANS 2" MIN. HUNTER SJ SERIES (OR APPROVED EQUAL) BRASS UNION, ONE REQUIRED 2" MIN. AND SPECIFICATIONS LAY LENGTH TO BE 6" MINIMUM SIZE AS PER SPRINKLER INLET 3" ' " ' . ASSEMBLY SHALL BE SIZED EQUAL TO Q `• BRICKSUPPORTS, ° 4 iml THE BACKFLOW DEVICE SIZE, TYPICAL I 1 a9 4 REQUIRED w g At" 0 0 • g{� 8 SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE SCH 80 PVC FEMALE ADAPTER CONTROL WIRES TO CONTROLLER, IN CONDUIT PVC MAINLINE FROM PVC MAINLINE TO RCVS LATERAL LINE, SEE SPECIFICATIONS " - -- PVC MAINLINE TO MASTER VALVE PVC MAINLINE FROM IF INDICATED IN LEGEND MASTER CONTROL VALVE, PIPE PER PLANS AND SPECS. FOR TYPE AND DEPTH REQUIRED CONCRETE SLAB BACKFLOW DEVICE OR —3/4" CRUSHED GRAVEL, NO FITTINGS WITHIN 10 PIPE BRICK SUPPORTS, DIA. UP STREAM AND 5 PIPE SCH 80 PVC NIPPLE 6" MIN. LENGTH BASKET STRAINER, USE 4" MINIMUM DEPTH 4 REQUIRED DIA. DOWN STREAM OF SENSOR COPPER FEMALE ADAPTER SCH 80 PVC 45 DEGREE CONTROL WIRES TO SECTION VIEW - N.T.S. TYPE KCOPPER PIPE FROM METER ELLS TO ACHIEVE MAINLINE LANDSCAPE FABRIC TO DEPTH AS REQUIRED COVER BOTTOM AND ALL 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH CONTROLLER, IN CONDUIT t2W%wgeAdli..k NOTE: SECTION VIEW - N.T.S. SIDES OF VALVE BOX IF INDICATED IN LEGEND INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. NOTE: mm " LASCO #896 PVC UNION SLIP X MIPT, SIZE PER RCV, ELECTRIC MASTER CONTROL LANDSCAPE FABRIC TO FLOW SENSOR, SEE LEGEND COVER BOTTOM AND ALL INSTALL SPRINKLER HEADS 12" FROM THE FACE OF BUILDING WALLS OR WINDOWS. CONCRETE SLAB SHALL BE MINIMUM 4" THICK, 18" WIDE AND EXTEND AT LEAST 8" 2 REQUIRED FOR ASSEMBLY SECTION VIEW - N.T.S. VALVE, SEE LEGEND FOR TYPE SECTION VIEW - N.T.S. FOR BRAND, MODEL AND SIZE SIDES OF VALVE BOX INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED, p�,ywmms...islma.,�. �P X1°0 ij "'�'" INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. NOTE: NOTE: LANDSCAPE AREA WITHOUT OVERSPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS- USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE SCH 80 PVC 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED. �A POP -UP SPRINKLER B BACKFLOW DEVICE C MASTER CONTROL VALVE D FLOW SENSOR FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISH GRADE IN TURF AREAS PLASTIC 10" ROUND VALVE BOX WITH T PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL AND CAPTIVE STAINLESS STEEL BOLT AND D LO C -KIT. N -KIT. "QCV" BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. HEAT BRAND ONTO LID. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. _ 2 FINISHED GRADE IN SHRUB AREAS I I I I ICI l IT TI &2; - FINISHED GRADE IN SHRUB AREAS 3' VALVE, 2" FINISHED GRADE -I I H I �-I_I III Ij, LASCO "SLO- CLOSE" SCH. 80 PVC, =1I 1Ti - - QUICK COUPLING SEE 2" C _ IN SHRUB AREAS �� -I __ I= 6" ]�-I II TRU -UNION BALL VALVE, SOLVENT I_ : LEGEND FOR BRAND AND MODEL -I I I I - - MIN. P I - III -11 f I= WELD CONNECTIONS. SIZE BALL 1 1=111= o -_ 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH 24" WIRE LOOPS AND PVC PIPE, - III -I I 3M DBY -6 WATERPROOF VALVE PER THE MAINLINE SIZE 1 1 a SIZE PER PLANS, WIRE CONNECTORS LANDSCAPE FABRIC TO TYPE PER •� 6" PVC CL. 160 PIPE, LENGTH °p COVER BOTTOM AND ALL LEGEND SCH. 80 PVC SLIP V AS REQUIRED, 12" MINIMUM ° SIDES OF VALVE BOX 90 DEGREE ELL 0000 e BRICK SUPPORTS, 3 REQUIRED 2" MIN. SCH. 40 PVC PIPE OR USE STANDARD BRICK SUPPORTS, q 4 PL BOX OPENINGS SCH. 80 T.O.E. NIPPLE THREE REQUIRED PVC MAINLINE LASCO SNAP -LOK PVC SWING FOR PIPE, DO ° WITH D.I. SERVICE TEE SEE LEGEND AND JOINT W/ MALE BRASS STABILIZER NOT CUT BOX At" 0 •° TAPE WIRES TO PIPE ONE CUBIC FOOT OF SPECIFICATIONS ELBOW AND SNAP -LOK COLLAR b° 3/4" CRUSHED GRAVEL 3/4" QCV USE MODEL G13T -310 BRICK SUPPORTS, SCH. 80 PVC SLIP TEE 1" QCV USE MODEL G13S -310 4 REQUIRED OR LEEMCO DUCTILE PROVIDE ONE 30" STEEL VALVE IRON BBT SERVICE TEE KEY FOR EA. 3 VALVES INSTALLED SCH 80 PVC SxSxT TEE FITTING, LASCO #896 PVC UNION FOR USE ON BELL AND MAINLINE x QCV INLET SIZE SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE - PVC IRRIGATION MAINLINE, 2 REQUIRED FOR ASSEMBLY 3/4" CRUSHED GRAVEL, SEE LEGEND FOR SPECIFICATION REBAR STAKES, 1/2" DIAMETER x SECTION VIEW - N.T.S. 24" LONG, TWO REQUIRED ELECTRIC REMOTE CONTROL 4" MINIMUM DEPTH SOLVENT WELD CONNECTIONS NOTE: °"'""°"0°15wirj "°'"'I"'"` VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL SECTION VIEW - N.T.S. USE AN APPROVED, NON- HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SECTION VIEW - N.T.S. 0 BALL VALVE QUICK COUPLER VALVE G REMOTE CONTROL VALVE STAINLESS STEEL FINISH GRADE IN TURF AREAS FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS PRESSURE REGULATOR IN OPEN POSITION SUPPORT LID OPEN CONTROLLER ENCLOSURE WYE FILTER DIMENSIONS WHEN CLOSED: BARE COPPER GROUND WIRE CLAMP "JUMBO' CONTROLLER 38 "H x 18 "W x 15.5 "D CONNECT TO ROD WI BRASS PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL STAINLESS STEEL TERMINAL STRIP FOR PLASTIC RECTANGULAR VALVE BOX BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. 16" WIDE TOP -ENTRY REMOTE CONTROL VALVE HEAT BRAND "GR" ONTO LID HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. CONTROLLER ENCLOSURE WIRE CONNECTION \_pNpSCapF NEMA 3R RAINPROOF RATED, STAINLESS STEEL, U.L. LISTED, 518" X 8' COPPER CLAD GROUND ROD V den, Ci a ro ti 2" _ FINISHED GRADE PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT v. 2" - = IN SHRUB AREAS I I II T I� I I MIN. P NOT SHOWN 3" FINISHED GRADE 24" WIRE LOOPS AND III - - - -� _ I I� I I- -I I -III: f- NATIVE OR UNDISTURBED SOIL / Signatu e PVC PIPE, - III -I I =III 3M DBY -6 WATERPROOF POWER SWITCH _ * * SIZE PER PLANS, I I =111= WIRE CONNECTORS TYPE PER AND RECEPTACLE - III —III III —I I- l�I IIII III —ICI: Ex p. 2/28/16 s ate P LEGEND FLOW SCH. 80 PVC SLIP - III —I I I I =III- y I'V014 I'i TE a 90 DEGREE ELL - - OF FOB USE STANDARD 2" MIN_ SCH. 40 PVC PIPE OR BOX OPENINGS �� 'O 4 SCH. 80 T.O.E. NIPPLE FINISHED —� PREFORMED ALUMINIUM PAD GRADE FILL 1/2 OF BOX WITH C A� - STRONGBOX Qu1cKPAD _ I —I I I� I I : III —I I I=I i t FOR PIPE, DO ° �p WITH D.I. SERVICE TEE NOT CUT BOX a9 r Ai'. 0 p•. FILL BASE OF __ QUICKPAD WITH I I- ENCLOSURE MOUNTING PAD COMPACTED SITE SOIL I II=I I I �I I �I I I� I Sheet Title: TAPE WIRES TO PIPE _ WITH PREFORMED ALUMINIUM PEA GRAVEL TO I I- PAD, PLASTIC BASE AND ALL TOP I— III -III I I —I I -III RED BRICK SUPPORTS 4 REQ.) I I 1�I I I=I I I I —I �I �� ( IRRIGATION' BRICK SUPPORTS, SCH. 80 PVC SLIP TEE OF BASE UNIT I STAINLESS STEEL HARDWARE I= III =III — III =III =: III — III — III =III —I I I 4 REQUIRED OR LEEMCO DUCTILE IRON BET SERVICE TEE COMPACTED 1 1/4 " PVC CONDUIT /SWEEP DETAILS LASCO #896 PVC UNION FOR USE ON BELL AND SITE SOIL FOR COMMUNICATION CABLE sweelley +associates SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE TO OTHER CONTROLLERS IF REQ. ( "W1WA"W0ff8 WAMcawxnwa 2 REQUIRED FOR ASSEMBLY 314" CRUSHED GRAVEL, ELECTRIC REMOTE CONTROL 4" MINIMUM DEPTH 1 114" PVC CONDUIT/ 3" PVC CONDUIT /SWEEP FOR SWEEP FOR ELECTRIC CONTROL WIRES TO VALVES CAKWIfIN O �E1�SIryCagonDrll�rSW1tC VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC TO SERVICE 1 1/4" PVC CONDUIT MurtIMSCAl2bp SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL 1" PVC CONDUIT /SWEEP SWEEP FOR GROUND WIRE BARE COPPER GROUND WIRE (#6) 95L4t1i6l6p- 95L46LMeof 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX SECTION VIEW N.T.S. FOR ET GAGE WIRES IF REQ.) ( SECTION VIEW FROM CONTROLLER, 8' MINIMUM - 1" PVC CONDUIT /SWEEP FOR www� FO RTE CONDUIT /SWEEP . SECTION VIEW - N.T.S. FLOW SENSOR/MCV WIRES (IF REQ.) FOR TELEPHONE LINE (IF REQ.) 111ntwCdffmft AvsftTo FL a Wwd�PlwWa Job No. CTV09 Scale: N.T.S. H I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM Drawn: SA ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN Team: TCW DRIP RCV ASSEMBLY lO CONTROLLER ENCLOSURE JO GROUND ROD INSTALLTION PLAN Checked: XX CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. QREPLACE LANDSCAPE. SHEETS 3 Z AA •/y ` 'A DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: MASIH MAHER 042519 Co., Etl." kr%ll PRU IA4 LANDSCAPE PLANS FOR; 1264 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 2 f s S 260- 2012-18 DATUM: NAVD88 / SHEET 32AOF 42 PLANNING CASE NO, 10 -028 TMDB /CDP /DR /MIN /EIA 9" JUTE WIRE STAPLE, INSTALL TO HOLD DOWN TUBING, 3 FEET ON CENTER DRIPLINE TUBING PVC HEADERS EXTEND ACROSS DRIPLINE TUBING 10" ROUND VALVE BOX WITH BLACK COLORED ALONG LENGTH OF TUBING EXTENDS TO LIMITS PLANTED AREAS FOR DRIPLINE EXTENDS TO LIMITS "T TYPE" COVER. HEAT BRAND "FV" ONTO LID. SHOWN ON PLANS TUBING GRIDfTYPICAL) SHOWN ON PLANS NEW SHEET 1/2" SCH 40 PVC THREADED TEE FITTING �— — • — • — - — — - — WITH TWO HUNTER PLD050 15mm (1/2 ") mm X 17 BARB MALE ADAPTERS ' FINISHED GRADE IN SHRUB AREAS 2" OF MULCH OR SOIL TO COMPLETELY �� y — . — . — ' " COVER THE DRIP TUBING �, _ - - - °" L °- I =� ! � 't,r � ~ LASCO MHT- 1041 /2" MIPT X 3/4" MALE HOSE THREAD 2„ t : _ :�:.; :::. ..::...: f — D CAP I I ITf :� ADAPTER WITH A FHT- 301 3/4" FEMALE HOSE THREAD HUNTER PROFESSIONAL LANDSCAPE DRIP LINE, l { Y. `' —1I STAINLESS STEEL HOSE CLAMPS, TWO REQUIRED 17mm OUTSIDE DIAMETER _ ,_ I — �4 LASCO PVC BALL VALVE, 1/2 ", WITH THREADED ENDS FINISHED GRADE OF AMENDED SOIL / ;` F— FLUSH VALVE, INSTALL =I I I� 11: III I I I { I. I I I—�11=11 -I I h # -° ON DISCHARGE HEADER f -- r _j 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH �� — I I� : I I� I I III: _1111 -11T r — y— III I I =I I I I— — SCH 80 PVC NIPPLE 1/2" X 6" MINIMUM CONNECT1syWBETWEEN�/ a `" ` r` LANDSCAPE FABRIC TO COVER BOTTOM 14 , III I I I 116 - rI iI I I LENGTH, THREADED BOTH ENDS DRIPLINE AND PVC HEADER PVODI4CHARGE HEADER, SEE n j AND ALL SIDES OF VALVE BOX — PLANS, 1 "MINIMUM SIZE BRICK SUPPORTS, 2 REQUIRED AMENDED SITE SOIL, SEE PLANTING PLANS �� y -4- 12 KING BROTHERS INDUSTRIES FLEXIBLE " PVC SUPPLY HEADER, SEE s a PVC SUPPLY HEADER, SEE 1/2" SCH. 80 PVC NIPPLE; LENGTH AS REQUIRED PLANS, 1" MINIMUM SIZE , PLANS, V MINIMUM SIZE NIPPLE, 1/2" X 6 ", WITH FNPT X MNPT �° ��? ' � = `� �° THREADED ENDS 4' `f k� ,; 1" DRIP SYSTEM PVC LATERAL LINE SCH 40 PVC S X S X FNPT TEE FITTING, A c u SIZE: HEADER X HEADER X 1/2" v "' _ 1"X 1/2" SLIP PVC ELBOW FITTING lei #4 X 36" REBAR SUPPORT STAKE PVC HEADER LINE, SUPPLY OR DISCHARGE DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE PVC LATERAL LINE TO ADJACENT SECTION VIEW - N.T.S. SECTION VIEW - N.T.S. LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. GRID OF DRIPLINE TUBING, SEE pm�yt am a.y e�m NOTE: ©m°"w W S.tl `k.�^ k ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM PLANS FOR SIZE, 1" MINIMUM TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND. DRIP CONTROL VALVE THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. NOTE: IF PLANTING PLANS INDICATE A GROUND COVER OF MULCH, THE TUBING SHALL BE SEE PLANS AND DETAILS PAVING SURROUNDING AND ADJACENT TO PLANTER AREA USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. INSTALLED, AND STAKED, ONTO THE FINISHED GRADE OF THE AMENDED SOIL. FOR INSTALLATION VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. USE AN APPROVED, NON - HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. PVC LATERAL LINE TO ADJACENT PLAN VIEW - N.T.S. IF THE PLANTING PLANS DO NOT INDICATE SUCH A GROUND COVER, THE TUBING SHALL BE GRID OF DRIPLINE TUBING, SEE NOTE: SEE LEGEND FOR THE NUMBER OF AIR RELEASE VALVES AND FLUSH VALVES REQUIRED pmN0ano s."ra�mn to INSTALLED, AND STAKED, 2" BELOW THE FINISHED GRADE OF THE AMENDED SOIL. PLANS FOR SIZE, 1" MINIMUM FOR EACH DRIPLINE CONTROL ZONE. KO DRIPLINE TUBING CONNECTION DRIPLINE TUBING LAYOUT M DRIP FLUSH VALVE FINISHED GRADE IN TURF AREAS HUNTER PLD -AVR AIR / VACUUM RELIEF VALVE WITH A 3/4" X 1/2" THREADED PVC BUSHING 10" ROUND VALVE BOX WITH BLACK COLORED FINISH GRADE a :. ' a.r a "T TYPE" COVER. HEAT BRAND "AR" ONTO LID. , a PAVING , .'. .'. .:. ... .... 1= 'III —III- CLEAN COMPACTED BACKFILL III —I Pi I =1 ND BACKFILL COMPACTED _ -.-- FINISHED GRADE IN SHRUB AREAS =III =I B I —III -III -1 I I- _ TO THE DENSITY OF A II II 2" Ilt I I=I I I II -III =III- III =III- 1 I I —I C B I -1 EXISTING SOIL q. LATERAL LINES, SEE SPECS. I LATERAL LINES 11 I I I I I I I h -I I 1=1 I I I I I I .' '.'..... III —III- IN SCH 40 SLEEVE - ...: ...: ' III -1 I G III -1 I -1 CONTROL WIRES, SEE SPECS. �SUB-SURFACE DRIP TUBING III —III -I — CONTROL WIRES :III =1 I I -1 I I III =III- - III =1 I I ' I- III =1 IN SCH 40 SLEEVE - III -III— UNDISTURBED SOIL f UNDISTURBED SOIL -1 I I- III =III " ' = PRESSURE MAINLINE, SEE 4 I 1 —III —III III —I 1 I_ C C C ..C. — SPECIFICATIONS -1 I I -I 11 — — PRESSURE MAINLINE BRICK SUPPORTS —III -III —III I IN SCH 40 SLEEVE :I 11 =1 11 I i 1 -1 I _ III I l 1= LANDSCAPE FABRIC — III — III — III — III = III — III — III —III —I -I 1 I -III I —III -1 TWICE PVC LTHE DIAMETER EI I I- III -� I I -1 I I- III - III - III - III -1 11= 3/4" ROCK, 4" IN BOTTOM OF BOX OF THE PIPE OR WIRE BUNDLE CARRIED. HUNTER ARB X 17mm R TEE SECTION VIEW - N.T.S. SECTION VIEW - N.T.S. X 17mm BARB X 17mm BARB TEE NO a... era. k OWWW Nm a�: kdft k DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. N� DRIP AIR RELIEF VALVE 0 PIPE INSTALLATION P SLEEVE INSTALLATION DRIP BUBBLER ON STAKE - SEE LOW VOLTAGE WIRES, 3 MAXIMUM LEGEND FOR SPECIFICATIONS WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE 114" DISTRIBUTION TUBING IS INSERTED INTO TUBE DSCgpF POLY TUBE PRE - FILLED WITH WATERPROOF GEL 2 LOCK TABS PREVENT WIRE REMOVAL a ° . �- MULCH SEE PLANTING PLANS a ONCE CONNECTOR IS INSERTED Q a. t Sign°tu^ 2 28 16 a SCOTCHLOK ELECTRICAL SPRING FINISHED GRADE CONNECTOR. WIRES SHALL BE IN INSULATION PRIOR TO INSERTION _ CF C AU Fo I I -1 I I II I III -1 I I -1 INTO THE CONNECTIOR. TWIST —III I I -I MI 11 -1 I I= CONNECTOR ONTO WIRES TO 4" ► I`I I I II I III II I I UNDISTURBED SOIL SEAT FIRMLY. Sheet Title: SCOTCHLOK CONNECTOR AND WIRES . . III II I -1 I III —III- INSERTED INTO TUBE UNTIL THE — IRRIGATION CONNECTOR PASSES LOCK TABS DETAILS sweeney +ass«tates SECTION VIEW - N.T.S. "WAS MNOMMAMCON""Na fA3 s�.nyeP axaW rc ° O callibmis WIRE CONNECTOR SHALL BE A 3M DBY -6 DIRECT BURY SPLICE KIT. 1/4" BARB TRANSFER FITTING Caprortpl�l'bSuMtt INSERTED INTO TUBE MUrrWCAMU Ll KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 96L�iLf6>IOp•t61KLf060f WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DRIP TUBING - SEE DETAIL FOR DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14OR 2 #12 PRE-STRIPPED COPPER SPECIFICATIONS WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. MWrkb.CabbnAa•AuftTaaaa•FLLVA W%Flalda Job No. : CTV09 Scale: N.T.S. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM Drawn: SA ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN Team: TCW O WIRE CONNECTION ® SOLO DRIP BUBBLER O PLAN Checked: XX CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. jZEL1 /� : LANDSCAPE PLANS FOR: 1264 LAKE DRIVE Q2 P4CE LANP ESCgPE SHETS 33 M'/✓ � DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPROVED: NW ✓ QUAD BIRMINGHAM AND LAKE A - A RECORD FROM: CITY OF ENCINITAS MASiH MAHER C42519 fa/ CTI -f-WH PWIM CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260 - 2012-18 DATUM: NAVD88 PLANNING CASE N01 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 33ADF 42 SECTION VIEW - N.T.S. DIMENSION A B C DIMENSION A B I C D VOW* mm Smq :'. a. m 112" TO 2 -1/2" IN SIZE 18" 12" 4" 1 1/2" TO 6" IN SIZE 36" 24" 24" 4" 3" TO 6" IN SIZE 24" 4" NOTE: N� DRIP AIR RELIEF VALVE 0 PIPE INSTALLATION P SLEEVE INSTALLATION DRIP BUBBLER ON STAKE - SEE LOW VOLTAGE WIRES, 3 MAXIMUM LEGEND FOR SPECIFICATIONS WIRES PASS THROUGH GROOVES IN TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE 114" DISTRIBUTION TUBING IS INSERTED INTO TUBE DSCgpF POLY TUBE PRE - FILLED WITH WATERPROOF GEL 2 LOCK TABS PREVENT WIRE REMOVAL a ° . �- MULCH SEE PLANTING PLANS a ONCE CONNECTOR IS INSERTED Q a. t Sign°tu^ 2 28 16 a SCOTCHLOK ELECTRICAL SPRING FINISHED GRADE CONNECTOR. WIRES SHALL BE IN INSULATION PRIOR TO INSERTION _ CF C AU Fo I I -1 I I II I III -1 I I -1 INTO THE CONNECTIOR. TWIST —III I I -I MI 11 -1 I I= CONNECTOR ONTO WIRES TO 4" ► I`I I I II I III II I I UNDISTURBED SOIL SEAT FIRMLY. Sheet Title: SCOTCHLOK CONNECTOR AND WIRES . . III II I -1 I III —III- INSERTED INTO TUBE UNTIL THE — IRRIGATION CONNECTOR PASSES LOCK TABS DETAILS sweeney +ass«tates SECTION VIEW - N.T.S. "WAS MNOMMAMCON""Na fA3 s�.nyeP axaW rc ° O callibmis WIRE CONNECTOR SHALL BE A 3M DBY -6 DIRECT BURY SPLICE KIT. 1/4" BARB TRANSFER FITTING Caprortpl�l'bSuMtt INSERTED INTO TUBE MUrrWCAMU Ll KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A 96L�iLf6>IOp•t61KLf060f WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DRIP TUBING - SEE DETAIL FOR DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14OR 2 #12 PRE-STRIPPED COPPER SPECIFICATIONS WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. MWrkb.CabbnAa•AuftTaaaa•FLLVA W%Flalda Job No. : CTV09 Scale: N.T.S. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM Drawn: SA ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN Team: TCW O WIRE CONNECTION ® SOLO DRIP BUBBLER O PLAN Checked: XX CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. jZEL1 /� : LANDSCAPE PLANS FOR: 1264 LAKE DRIVE Q2 P4CE LANP ESCgPE SHETS 33 M'/✓ � DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPROVED: NW ✓ QUAD BIRMINGHAM AND LAKE A - A RECORD FROM: CITY OF ENCINITAS MASiH MAHER C42519 fa/ CTI -f-WH PWIM CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260 - 2012-18 DATUM: NAVD88 PLANNING CASE N01 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 33ADF 42 C ,O c v L 0 O Q U TREE SCHEDULE: SHRUB SCHEDULE: 0 NEW SHEET 2 KEY BOTANICAL NAME COMMON NAME SIZE FORM SPACING STAKE /GUY DETAIL NO. COMMENTS 944,, SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO. COMMENTS 9 Une Arbutus unedo Strawberry Tree 24' box Multi Per-plan Slake 5 /LP-5.01, 44 Op Agave americano'Marginato' Variegated Century Plant 5gal. - Per plan 1,210 -5A1 - 3 /LP -5.02 5 Cas Lep Cassia leptophylo Gold Medallion Tree 24' box Standard Per plan Double stake 3/0- .01, 59 � Agave affenuato Fwdoil Agave 5 gal. 36' o.c 1, 2 /!P -5.01 - 3 /1P -5.02 2 fri Def Eriobotrya deffexa Bronze loquat 24® Branching Standard, Low Per pan Double stake 5.01, 31LP 310 -5.02 27 Agave desmetfiana Dwarf Century Plant 5 gal. 48' ac 1, 2 /LP 5.01 6 Lag Ind Lagerstroemia tndica'Natchei White Cmpe Myrtle 24' box Multi Perplan Stake 5AP- -5011 6 O Agave porryi Pa s Agave ni' '� 5 got. g 30' o:c. 1, 2 /LP -5.01 _ 3/0 -5.02 10 Plo Rac PJatanus rocemosa Colifamia Sycamore 24" ao Multi Perplan Stake 5AP 502 49 ❑ Aloe arborescens Tree Aloe 1 gal. - 30' O.C. 1, 210 -5.01 - 27 Pyr Cal Pyrus caileryono 'Brodk d' Bradford Peor 36' box Standard Per plan Double stoke 310- -5.01, HOA to maintain canopy deamce per fire 399 (� Bougainvillea To Jolla' NCN 5 gal. _ 30' o.c 1, 210 -5:01 2 3 /LP-5.02 Department requirements. �J 24 hu Lan Rhus lonceo African Sumac 24" and 48" boat Multi Per and Multi Per Plum Per pion Double stake 3, /LP -5.01, 311P -5.02 7 Q0 Bougainvillea' Torch Glow` NCN 5 gal. _ Per plan 1, 21LP -5.01 13 ri Con Tristania conferto Brisbane Boat 24" box Standard Per n ° Double stake 61LP-5.01, 31LP -5.02 2- 318 +� Callistemon Y. Tinle John' little John Bottlebrush 5 al. g 30' o:c 1, 2 /LP 5.01 13 Was Fit Woshingtonia filffera Califomio Fan Palm Various Heights Standard Per plan None 81LP 5.01, 77 i DWes bicolor Fortnight lily 5 gal. _ 30' o.c. 2AP501 Per Port 3/LP-5.02 22 ® Heklotrichon sempervirens Blue Clot Grass 1 got. _ 30' o.c. 1, 2 10-5.01 31 OL Lemons leonaurus Lion's Tall 5 gal. - 48" o.c. 1, 210-5.01 32 Leucophyllum c• 'Thundercloud Thundercloud Silverleaf 5 got. - 36' o.c• 1, 2 /0P -5.01 ViNE and ESPALIER SCHEDULE: 120 Ligustrum j. 'Teanum' Texas Privet 5 gal. Clipped hedge 30' o.c 1, 2/1.5.01 2 230 Lomondro longi6olio %meeze' Dwarf Mat Rush 1 gal. 30' o.c. 1, 2 /0P -5.01 KEY BOTANICAL NAME COMMON NAME SiZE TYPE SPACING DETAIL NO. TRAINING METHOD 10 u JW Bougoinvillea'Jamoica White' Jamaka While Bougainvillea 5 gal. Vine Per-plan 4 /LP -5A1 122 O Miscanthus tronsrnomisonensis Evergreen Misconthus 1 gal. 36' o.c. 1, 2 /0P -5.01 99 Muhlenbergia rigens Deer Gross I gal. - 36" o.c 1, 2 /0P -5.01 307 Pennisetum 'Eaton Canyon' Dwarf Red Fountain Gross I gal. - 24" o c. 1, 2 /0P -5.01 .2 17 Phormium tenax Atropurpureum' &or= New Zealand Fleur 5 got 60" o.c 1, 2 /LP -5.01 234 OO Pittosporum crassifolium 'Compact' NCN 5 gal. _ 36' o.c. 1, 2 11P -5.01 - GROUNDCOVER SCHEDULE: 145 Pittosporum tobiro variegatd Varigate<t Tobiro 5 gal. 48' o.c. 1, 210-5.01 2 156 Rc Rhaphiolepis i. 'Coro' Coro Indian Hawthorn 5 gal. - 30' O.C. 1, 210 -5.01 - SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO. COMMENTS 213 s. f. Aeonium arbominn 'ZwarikolY Bock Rose 1 got. 18" o.c. 1, 2 /LP -501 72 Rosmarinus o. Tuscan Blue Tuscan Blue Rosemary 5 gal. 36' o.c 1, 2 /LP -5.01 - 3 S. f. Aloe maculate African Aloe 1 got. l8 o.c. 1, 2 10-5.01 122 ® Salvia leumntlw Santo Barbaro Santa Barbara Sage l gal. _ 30' o.c 1, 2 /!P -5.01 - 1,402 s. f. Caondrinia spectobilis Rock Purstane 1 ga1• 18" o.c 1, 2 /LP 501 122 � Strelihia reginoe Bird of Paradise 5 gat _ 30' o.c 1, 2 1lP -5.01 - 856 s.f. Carex ponso California Meadow Grass I gal. 18' o.c 1, 2/085.01 359 s.f. , `; `• , `, Distichls s P icato Seek Grass Plug 19 o.c. 1, 2/tP•5.01 429 s.f• Juncus patens 'Elk Blue' Elk Blue California Rush t gal. i8' o c. 1, 210.5.01 325 v,." VV�VW Lontana' d l n8 Sunshine Spreading Sunshine Lantana ?got. 3 o c 1, 2/P•5.01 &f. ` V= 3,002 Rosmarinus o. !Huntington Carpef Huntington Carpet Rosemary Flatted 24' o.c. 1, 210 -5.01 s.f. � ae art, i le 0 o O o o Scirpus cernuus Fiber Optic Pont Plugs 8" o.c. 11 2 10-5.01 5,334 f. Senecio mandraliscae Blue Chalk Sticks Fkitned 12' o.c. 11 2 /LP -5.01 �y a Q y > * I6 J'A 9rF OF CA41F�� Sheet Tile: PLANTING SCHEDULES LP =0e01 Job W. C1V09 Scale: None Drawn: BS Team: TCW Checked: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. jZEPLACE LANDSCAPE SHEETS 3 4 • � nesv- >= "r--r� DESCRIPTION: 2,5" BRASS Dtsc IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: MASIHMAHER 042519 w APPROVED: AA . AA sTL sxnl M%)tm LANDSCAPE PLANS FORT 1264 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323.983' DATUM:NAVD88 DATE DATE a %SKIS 260 - 2012 -18 SHEET 34ADF 42 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA C ,O c v L 0 O Q U WOOD MULCH SCHEDULE: GENERAL PLANTING NOTES: NEW SHEET 1. Mulch these planter areas *4 a 24rch deep layer of wood mulch: 1. Refer to planting details and specifications for additional planting information. A Shrub areas. B. Groundcover areas. 2. Consult with site superintendent, appropriate agencies, and Drawings to ve* existing locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of these utilities, pipes, or structures if proper 2. Mulch Type: °Forest Floor (2' minus). verification by Contrudar was not performed. 3. Supplier: Aquinaga Fertilizer (949) 786 -9558. 3. Do not willfully proceed with planting operations when iF is obvious that unknown obstructions and grade differences exist shot may not have been known during the design process. firing these conditions immediately to the attention of the Owners 4. Comments: Provide Owners Authorized Representotve with (1) boggle of mulch for review and approval prior to placement of Authorized Representative for resolution. Assume full responsibility for costs incurred due to lack of providing such notification. mulch. 4. Coordinate other conhaclor's work related to proper execution of Contractor's work 5. Refer to the Landscape Planting specification for additional mulch information. 5. Obtain approval of final grade certification from Owner prior to beginning planting operations that certifies that rough grades are within 1 110th of an Inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper elevations relative to the finish surfaces of paving, utility covers, and curbs. 6. Existing site soil may be used in planting areas, however, it may need to be amended as indicated in the horticultural soils report. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import soil is of a sandy loam nature, containing no toxic chemicals orelemems that might inhibit or retard normal plant growth. Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. 7. Submit representative photos of each tree species to Owner's Authorized Representative for approval. Trees of a similar species and variety are to have matching form. TREE ROOT BARRIER SCHEDULE: 8. Plant material must be approved by Owner's Authorized Representative prior to irrialown. Plant material installed without Owners Authorized Representa"s opprml may be subled to removal and replacement with related casts bome by Contractor. 1. Provide not control barriers for trees planted within 5-feet of a hardscape edge such as paving, walls, curbs, steps, ek. 9. Final locations of plant materials are subject to approval of the Owners Authorized Representative prior to installation. Perform 2 Type: 0818 -2. the following before beginning planting pit excavation: a. Shrubs - place in containers on -site in "final" locations. 3. Mfg: Deep Root (800) 458 -7668 b. Trees - stake or flag cenierpoint of hee. c. Container Pals - locate pots prior to plotting. 4. Length: 10 long. 10. Notify Owners Authorized Representative in sufficient time to perfamr a required stie observation visit. Refer to specifications for 5. Comments: specific site visit notification tasks and times. Insufficient notification time given Owners Authorized Representative may require A Set top of bonier a minimum of 1/2" above finish grade and below surface of wood mulch or turf. the site visit to be canceled, or possibly, make Conhdor responsible to compensate Owners Authorized Representative for 8. Refer to the Landscape Planting specification for additional root barrier information. overtime. C. Alteratives may be submitted for review. 11. Famish plant material free of pests, poor condition, or disease, inducing pre - selected or "togged" plant malarial provided by Owners Authorind Representative. 12. After fine grading operations have been completed and prior to beginning soil preparation, take a minimum of (3) horticultural soil samples where soil conditions or plant types vary, i.e. turf, shrub, slopes, etc. Soil samples are to be collected and tested by SYMBOLS LEGEND: a qualified soil testing laboratory (current member of the California Association ofAgrik uhumi Labs) and a written report prepared which includes moommendafions for soil amendments, fertfUafion, planting bocklill mixes and maintenance. Submit o copy of the report to the Owners Authorized Representative. These recommendations may be revised to conform to recommendations noted in this soil report, however, only upon receipt of written change order from Owner. V indicates Vine 13. if conflicts arise between actual size of planting areas on -site and those areas indicated on Drawings, contact Owners vu indicates Espalier Authorized Representative for resolution. Failure to make such conflicts known to Owners Authorized Representative in a fimely Q Quantity of Plants in Planting Area fashion may result in Contractor's own 4abillty to relocate plant materials. 14. Ensure that Turf areas are separated from groundcovers and shrub areas with specified edging - refer to Drawings. Indicates Tree Type Indicates Tree Quantity - Indicates Tree Size 15. Triongularspace groundcovers and shrubs, unless indicated otherwise on Drawings - refer to planting details. 16. Provide a representative example of a typical tree starring and guying (if any) installation for Owners Authorized Representative Indicates Vine Type review before performing tree staking and guying (dany) operations - refer to planting detailk Indicates Vine Quantity Indicates Vine Size 17. Excavate plant pits to specified dimensions per planting details. 18. Do not plant hees closer than 4 -feet to fixed edge such as sidewalks and walls unless indicated otherwise on Drawings. Plant quantifies shown on plans are for contractors convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. 19. Ensure that top of free roatbolls are set 2 above finish grade and shrub rootballs are set 1' above finish grade. Center Line 20. Install plant material with its best side facing predominate view of public. - -� -- - - Property Line 21. Provide the required setbacks between trees and elements such as utilitfes, i.e. gas, electric, sewer, water and retailed voults, streetlights, fire hydrorft and signage. Limit of Work Line - - - - Matchline 22. Replace or repair existing materials that are damaged by Contractor during planting operations. pNDS / \ Align 23. Verify property lines prior to commencing planting operations. xoP Indicates Tree Box Size 24. Refer to City and County standards for standard landscape plans and specifications, where applicable. a -, xx' 8T Indicates Palm Brown Trunk Height 25. Keep turf 2 clear of tree trunks Apply, wood mulch in this buffer scone. * z re - `rte PF pF CAL1F� Street Title: PLANTING SCHEDULES LP =0*02 Job No.: CiM9 Sale: None Drown: BS Team: TCW Checked. TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS -ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2 iZEPLALE LANU5LA'FE Stf£E.TS 3 5 96-2 4 =1x1- DESCRIPTION: 2:5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: �' ^01 MASIHMAHER 042519 F.*/' 6TLEN14 T901AA LANDSCAPE PLANS FoRi 1254 LAKE DRIVE CITY VENTURES 10851-6 ELEVATION: 323.983' DATUM: NAV088 aATE DATE .L� S ! S 250- 2012 -18 SHEET 35ADF 42 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA E, it�f ll 11 j.. �J Rhu Ian 1 160-11 Pia rac 1 7011 Pia MC T1 24" I a J Z H Was fil 1 B BT Pio roc 1 24' i� 44 a ,V V. 1 i v v v V= VY V V v u Rhu Ian 3 24' t =� LE � x Limit of Work +... f' �? FG TF .00 Fc Pla roc 1 24" PIG MC 1 1 3e I=Lm eMN Was {il 1 121 BT FF =344.96 PAD - 344.46 F- 344,50 SAL-- 344.Ct�} IF Fc, T4 con 3 2'r v 343 354 54 TIN 348-50 FG Rhu lan Tri con 3 24a 5 24' EE2<53 Tik 345,90 FG L i I I 15' sjv 1 23+00 F 34-, PADD -3433, 0 . I .- U ''� : r 3R2 604 ' T r.F_342.14 FA)=341,64 11F=342.60 Rhu an v v 3 24" 45 T^ I 24 +-00 In t u ion 60" muk, matching ••••^ ��. >eoo• R&E ooeo.eoo� oe00000. . • ;,I >ee�ood�peoaeovovoo�oo �� >O�ooO�Oe� �i�tC�O.C1A.�.G�� _ • � _o___e ►OOeee00e�� 000 1000 ®00050, 'sOe0O4� _. n Oe, �< Tw ®w O�Odo i• S B ! F ='42,40 PAL I I I II � _ i f ' I 1J t SS FF 34' Q"), PAD 41,40 f f PAL 3 0,94 '1 V VV' vVy r:1 4 I 2 +100 Limit of Wor; v v VV u v M AS NEW SHEET 34130 P il � �ij� r Shoo Tile: PLANTING k, PLAN LP=1e01 ,1 s) lob No.: CTV09 Scale: 1• =20 NOTES: Dm w: BS KEYNI AP Team: TCW 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. NNottosaole checlaed: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES !DEPARTMENT DRAWING NO. j REPLACE VWDS[.AP£ SHEETS 3 /A•Al*� 6624 REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT -�'$ DESCRIPTION: 2:5 "BRASS DISC IN CURB 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS MASIHMAHER 042519 ` gr.£n1t�1 P�vin� CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260 - 201248 DATUM: NAVD88 �'J s/ J S PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 36AflF 42 °�'�•� %Q 00 o voe��oo. OOoo �is °�;oQ�;O�ia'p��y.'�.� �C�O� s°.oee0000eeoi �i�tC�O.C1A.�.G�� d�.��O 'sOe0O4� _. n Oe, O° 1' O�Odo IS it ' u 51 5Yi _ �w = Y Y+ M AS NEW SHEET 34130 P il � �ij� r Shoo Tile: PLANTING k, PLAN LP=1e01 ,1 s) lob No.: CTV09 Scale: 1• =20 NOTES: Dm w: BS KEYNI AP Team: TCW 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. NNottosaole checlaed: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES !DEPARTMENT DRAWING NO. j REPLACE VWDS[.AP£ SHEETS 3 /A•Al*� 6624 REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT -�'$ DESCRIPTION: 2:5 "BRASS DISC IN CURB 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS MASIHMAHER 042519 ` gr.£n1t�1 P�vin� CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260 - 201248 DATUM: NAVD88 �'J s/ J S PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 36AflF 42 pla me TT361 I Was hl F-572 I was 611 Fi7F,vT CD -1- 342,54 IF wr 343.36 FG Oy r was fit -1-1-6 BT— Ij I A-t was fit 1 17 67 .Ae 0 UJI LL 0 H I P10 rac I F2—FN4 was fit Was fit I 1 161 was fit I Fla was fit 337,15 TF 14 IF 90 Fro li3 Iw �J-9 TF 310 FG I Pla rac =3ff iJ 11 I ►al I � / { oc FF=334.60 AD=334,'0 I v v v vvy 00 ;0001 Ile ig On 0 F -333,10 j3 X/ 11t- I Cd$ * I 12 124-1 Was fit We. Sheet Tr 1 T12 T F PLANTING X, PLAN pla rac ZA 2 X 36" 0 LPml*02 Job No.: MIN Ell Scale. 1 • =20 3 37 13 Tt4 Draw BS NOTES: Team; TCW -I Llt L"G KEYMAP 1. Refer to Sheet LP-0. 0 1 for Planting Schedules and Notes. Chedmd. TCw CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. iZF-PLACE LANPSC-APE -SHF-E-5 3-1 M,^/1 "-Z4= 1+ DESCRIPTION: 2.5" BRASS DISC INCURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR: 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE /Vi ^^ -� RECORD FROM: CITY OF ENCINITAS MASIH MAHER 042519 fel 4914 W.WIN 'M )* 0M9 CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260-201248 DATUM:NAVD88 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN/EIA SHEET 37AOF 42 -O cc O Z� C14 O I O II- f. - -C x Was fit We. Sheet Tr 1 T12 T F PLANTING X, PLAN pla rac ZA 2 X 36" 0 LPml*02 Job No.: MIN Ell Scale. 1 • =20 3 37 13 Tt4 Draw BS NOTES: Team; TCW -I Llt L"G KEYMAP 1. Refer to Sheet LP-0. 0 1 for Planting Schedules and Notes. Chedmd. TCw CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. iZF-PLACE LANPSC-APE -SHF-E-5 3-1 M,^/1 "-Z4= 1+ DESCRIPTION: 2.5" BRASS DISC INCURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR: 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE /Vi ^^ -� RECORD FROM: CITY OF ENCINITAS MASIH MAHER 042519 fel 4914 W.WIN 'M )* 0M9 CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260-201248 DATUM:NAVD88 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN/EIA SHEET 37AOF 42 -O cc O Z� C14 O I O NEW SHEET fork in O 000000, 101 OOO�iii "i` ♦- IOaO�I /�0\ \ \ \` \, �0; :>•O?00001QOo4i4new04�0�[1.�.._ �� s��\ 000000 /r ss� ♦O ♦. "©o \�s ♦i ♦i`♦ 000000 °00��0� - wwww_ e0. .. i_.: s ♦.♦... X10. - -- - aw ter. � O �q♦♦s�.of®r.- c�n..�'.. ='L! ►w�w.. ♦eo0, I•i �.,.�/��A dl� a.....o.� 0O0! 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I ♦ _ � . � ♦ \ .r e k/ vv v •n. • / • / . • �/ \ / /\ rI \ .rA . \ 4C . . ♦ ... 1/. \ h I vv .�w : � I� � � wwr . w.. w ww♦w♦ vwvwv.wv • w•w6 • w - w / w w0 w0w 0 w rw u wvmI vw I w r w r vw v w wr'vw vwIIvI w 1 Q wr w v ♦ r '• r ♦ !. . r .n .. g w r Q♦ /O � G O J w♦ O 1. 3416,40 -FAI wv : v % w a . v w ••t. 00 it it >>t it it >►i it 1t >) - 1 � � ♦ O .d.O.V �#'. ®iwl♦►�wlerl�<♦w♦♦►�♦►lr "<S9 �° .u.. uao....••.,....a..u.. ....:...: /.;• /ae_aeb..: -. ..•oavc- .,ro.. ^..c- ....- o.. -oc• sAOOOo r�O000000,p Oa X00 ®III Op0�0�1 000`'0 �♦ O,a0e0� u 1 3-- 44,741 TV 337�� fl TF 338 30 Ff. c`F FI —33 &60 PAD= 338,10 E Limit of Wor < Y. a A ANN r: • r _ter �0• d' �• O• Q• •0 • ti��QO V• �� t�cio• 2�02'�/ �2'O�• •��2��0. 00�`000�`t�� ~�• 0 ��0�� 0 Ile r ra Q[30800O--El 0 ClC3BEJE m 6=4 n t Z 6 U n_ L FF =35 -).1 fl r PAD 3 2. 0 { LF i ' j L-`F ( }}I I 15' SY87 1:5' Si )if Q 1] Y' Iw I U V iYi- aar r3' t^ 4� r Cb j �I [= 41 ty W5 F; I o H' I( O ❑ El H W t w X FF U7,13 � PAD 336.64 �s FF= 337,60 PAS 3-/.10 u 1 3-- 44,741 TV 337�� fl TF 338 30 Ff. c`F FI —33 &60 PAD= 338,10 E Limit of Wor < Y. a A ANN r: • r _ter �0• d' �• O• Q• •0 • ti��QO V• �� t�cio• 2�02'�/ �2'O�• •��2��0. 00�`000�`t�� ~�• 0 ��0�� 0 Ile r ra Q[30800O--El 0 ClC3BEJE m 6=4 n t Z 6 U n_ L FF =35 -).1 fl r PAD 3 2. 0 { LF i ' j L-`F ( }}I I 15' SY87 1:5' Si )if Q 1] Y' Iw I U V iYi- aar r3' t^ 4� }3 F, Sheet T19e: PLANTING a " Ran- PLAN LP -1.03 Job No.: C1V09 Scale: 1' = 20 NOTES: ® CIM": la 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. KEYMAP Team: TCw "�I�S Che e . TCw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANpSCAPE SHEETS 3 L M• 'Bbd -W DESCRIPTION: BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR /1^ All 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE ^�' /✓ ' /± RECORD FROM: CITY OF ENCINITAS MASIHMAHER c42519 Fe-, GrI -•£NN v%M CITY VENTURES 1 0851 -V ELEVATION: 323.983' DATE DATE 280-2012 -1$ DATUM:NAVD88 PLANNING CASE NOS 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 38AOF 42 r � I �I [= ty I `� I( O w A � I� o . Y }3 F, Sheet T19e: PLANTING a " Ran- PLAN LP -1.03 Job No.: C1V09 Scale: 1' = 20 NOTES: ® CIM": la 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. KEYMAP Team: TCw "�I�S Che e . TCw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANpSCAPE SHEETS 3 L M• 'Bbd -W DESCRIPTION: BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR /1^ All 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE ^�' /✓ ' /± RECORD FROM: CITY OF ENCINITAS MASIHMAHER c42519 Fe-, GrI -•£NN v%M CITY VENTURES 1 0851 -V ELEVATION: 323.983' DATE DATE 280-2012 -1$ DATUM:NAVD88 PLANNING CASE NOS 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 38AOF 42 MAIN WA, C-0 Lc) F q4 c k L LOT 8 L FMI X A I + - I + v v v v v + L L L L 0000 0 x Jo -cco F K, P r) . .. . ...... \V/ ------------- 17 ( �j-1 �7 li CHANGE NO. DESCRIPTIOIN APPROVED DATE ----rRePLACE LANDSCAFFE SHEETS & 39 AA-10 I I L F- 81 F F 35 3 2,6"0 C) LOT 9 c-) cL c Q5 - Lots 8 and 9 Enlargement f � ' k Lots 8 and 9 Enlargement a C'4 It -C W) REIM 0 w N-) ads F 'r -334 0 FADzz3'3360 I 0 I fur S0 J218 1 4— 71- I A A. . 4-E . .......... �7-7- R58 o(v ,--- ?sr— ..._.... F 00 I I Limit of Work ti NEW SHEET Sf"W Tale: PUNTING PUN LP= 1 e04 NOTES: f Dmwn: -, tr Team; TCw 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. KEYM A P W to SO& Checked. TCw CHANGE NO. r'� I� APPROVED DATE BENCHMARK ;Y) ENGINEERING DEPARTMENT APPROVALS Sf"W Tale: PUNTING PUN LP= 1 e04 NOTES: E L Dmwn: BS Team; TCw 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. KEYM A P W to SO& Checked. TCw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANDScAPESHEE"T5 419 AA 06 2A i4 DESCRIPTION: 2.5"BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR, 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS o4A -AA MASIHMAHrR 042519 r-JeOrLIF-WN CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 260-2012-18 DATUM:NAVD88 SHEET 40ADF 42 PLANNING CASE NO� 10-028 TMDB/CDP/DR/MIN/EIA LEGEND NOTES Scale: LEGEND NOTES LEGEND NOTES LEGEND Checked: 1. Tree - center in pit, A Refer to planting specifications for additional 1. Tree - center in pit. A Refer to planting specifications for additional 1. Tree - center in pit. A Refer to planting specifications for 1. Edge of paving, sidewalk, wall or curb 2. Tree ties. infomation. 2. Tree ties. information. 2. Tree ties. additional information. 2. Shrub or groundcover plant. 3. 3' deep water basin - no basin in turf areas. B. Keep turf 24' clear of trunk - mulch this area and 3. 7 dia. x 10 Lodgepole Pine stoke - keep clear of S. Keep turf 24" cleor of trunk - mulch this area and 3. 2" dia. x I U Lodgepole Pine stake - keep clear B. Keep turf 24" clear of trunk - mulch this 3. Locate plant equal distance from each 4. Guy as required to support tree - (3) min. at 120 ". keep mulch 3" dear of trunk. rootbaff Provide one stake min per trunk: keep mulch 7 dear of flunk of rootball. area and keep mulch 3" clear of trunk. PLANNING CASE NO 10 -028 TMDB /CDP /DR /MIN /EIA other. Spacing per Plant Legend. 5. 112' white PVC 'Warning" sleeves. 4. 3" deep water basin - no basin in turf areas. 4. 3" deep water basin - no basin in turf areas. 4. 1/2 of plant spacing distance - 12" min. 6. Finish grade. 5. Finish grade. 5. Finish grade. 7. Steel guy anchors. S. Plant tablets - quantify per specifications. 6. 7. Plant tablets - quantity perspecificattons. Undisturbed native soil. 0 1 6. 7. Plant tablets - quantify r specifications. q 'ry . P� Undisturbed native soil. 2 Prevailing Wind -� 9. 17 deep layer of of amended backfill. 8. Rootboll - set top 2' above finish grade. 8. Rootboll - set top 2' above finish grade. 10. Undisturbed native soil. 9. 12' deep layer of amended baddill. ® 9. 12" deep layer of amended backfill. 11. Rootboll - set 2' above finish grade. 10. 3" high native soil pedestal 2 10. 3" high native soil pedestal. 1 2 12.3' high native soil pedestal. 11. Non - amended baddlD. 3 11. Non - amended backfill. 3 13. Non - amended bacMil. d a ✓z 3 1 A ab 4 a PLAN VIEW � d a rJ .: 0b0� d dd 4T�a PLAN VIEW -➢b� 4 O • � • • cH ddb. V d V a At tl adti d d d ,��'� db 4 c)d d ddb dad 7 �.,�C?d J U0 \O 4 R d 2 \ �dd bap • • 5 _o 2 2 b TRIANGULAR SPACING 3 6 4 3 tv � 3 1 ID 5 4 5 T� 7 / \ Roofball \ �`�� \`• 9 A��\ � \ / \ \y \� /\\��\ \i =�i;� /f s / r �/\ rO� • • 103 \\ 6 // 9 /�f /\ / \/ 6 12 10 10 10 V�J 2x rootboffwidth 2x rvofboll width 2x rootball width SQUARE SPACING PoR- 01.dwg PL- TR- 09.dwg PL- TR-02.dryt P4GC -0I.dwg 7 TREE PLANTING (Guyed) scale. 5 MULTI -TRUNK TREE PLANTING {Staked] MS 3 TREE PLANTING (Double - Staked) MS: 1 SHRUB /GROUNDCOVER SPACING mu LEGEND LEGEND NOTES LEGEND NOTES LEGEND NOTES 1. Trim palm tree fronds and tie with organic 1. Tristania conferfa - center in pit. A Refer to tree planting details for planting 1. Vine. A Refer to planting specifications for additional 1. Shrub - center in pit. A Refer to planting specifications for string prior to delivery to site. Remove ties 2 1 -1/2" dia. schedule 40 galvanized steel pole - information. 2 T deep water basin. information. 2 3" deep water basin. additional information. only when approved by palm free supplier point "Dark Green ". Locate pole away from 3. Fence, wall, orpost B. Set vine as close to footing as possible. 3. Finish grade. S. Set rootboli V above finish grode. and Landscape Architect. public view where possible. 4. Finish grade. 4. Amended backfill. 2 Pineapple - clean and undamaged. 3. Cinch ties - min. (3) per tree. 5. Plant tablets - refer to 5. Plant tablets - quantity per specifications. 3. Finish grade. 4. Finish grade. Specifications for quantity. 6. Undisturbed native soil. 4. Palm rootball - center in pit. 6. Amended backfill. 5. Watering basin - 3" min. depth. 7. Undisturbed native soil. 6. Palm trunk - straight, clean, and undamaged. 7. Backfill mix - 100% washed concrete sand. 8. Ensure that tap of rootball is flush with 1 finish grade. 9. 12" layer of 314" crushed gravel. 10.4" plastic atrium drain cover (turf - green, shrub areas - black). 11.12" dia. x5' deep augered hole below plop pro. 6 1 12. Slope bottom of pit to sump. L w 13.4" dia. perforated PVC sump standpipe w/ T 2 SOLI sOCl4 � 14. Connect PVC standpipe to adjacent 2 ~ 2 1 £w � 4 3 drainline system (if applicable). 3 15.4" PVC tee. 5 8 3 10 3 2 w rt 16.314" crushed drain rock around standpipe. - 17. Undisturbed native soil. - r z,. 18. Scarify sides of palm pit. 1+� + 1 4 / 13 4 - - - - - - / / \/ Rootball \. 18 RootboN / \ 1 ooall ✓ q 12 \ 15 / i PLAN WEW �1 / ' \ 2x root ball width NOTES 9 Rootball + �/ \ /\ ' \;\ 7 A Refer to Patin Tree specification for 12" aN sides additional infiormation. 17 \�\ i \ /` \ /�/ 2rradballwidfh 16 PL- P)*01.42 PL- MI0.dwg M V1 -0l.dwg MSH-0i.dwg 8 PALM PLANTING N S 6 TREE STAKING (Tristania conferta) w 4 VINE PLANTING KS 2 SHRUB PLANTING N S' Q NEW SHEET 4 i Sheet 7*: PLANTING DETAILS LP -5.01 Job No.: CTV09 Scale: As Shown &own: BS Team: TCW Checked: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTME T DRAWING NO. Q2 REPLACE LANDSCAPE S"EETS 41 AA-1/ "44.4$ DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS REVIEWED BY: APPROVED: MASIHMAHrR 012519 Go,/ CTLE.NN LANDSCAPE PLANS FOR; 1284 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE /21S S 260-212-1 DATUM: DATUM:NAVD88 PLANNING CASE NO 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 41AOF 42 ti n c C CT C LEGEND 1. Curb, lake edge or hardscape. 2 Root barrier. Set top of root barrier 1 /2" above finish grade. 3. Finish grade. 4. Adjacent concrete paving. 5. Tree. 6. Undisturbed native soil. 1YMCAL SECTION SECTION FOR ALL PARKWAYS 10 WIDE OR LESS 71 1 5 1 1 3 1 TREE ROOT BARRIER N S L \ NEW SHEET L S�°F aedoft Lim �Pn rn 4 I6 'TF OF CAL I t Sheet Tide: PUWING DETAILS LP-5e02 Job No.: C M9 V 61 4 2 Scale, As Shown Drawn: as Team: TCw Checked: TCw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Al RBI -ACE tAntJseAPe suers 4 3 ' M. � ' � DESCRIPTION: 2.5 ^BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY Of ENCINffAS REVIEWED BY: APPROVED: MASIHMAFER C42519 / wi 'milm LANDSCAPE PLANS FOR+ 1264 LAKE DRIVE CITY VENTURES 10851 -G ELEVATION: 323.983' DATUM:NAVD88 DATE DATE 2 260- 201248 PLANNING CASE NO 10 -028 TMDB /CDP /DR /MINJEIA SHEET 42AOF 42