The URL can be used to link to this page

2011-10851 G (Plans) (3)�4 VANIER IS TO OBIAIN A CONSTRUCTION PERU FROM THE ENGINEERING DERAR1WENr AT LEAST 48 HOURS PRIOR • WORKING IN THE PUBLIC RGHT OF • 1• "• WILL sa IN ISSUANCE OF •• WORK NOTICE AND 1• BE PERU FEES. RESPONSIOLl OF Will TO KNOW MERE a• PROPERIY LINE IS I FROM SIRUCTLIRES FOR A MINIMUM OF 5 FEET AT 2 PERCIENT AND BE CONVEYED TO M APH<)VED DIFINNAGE • `• •a•r 71 • f • fu • a f 7r • •,a•r•1 1 Y -a•r a • •• .` 1.7•,:1 • !',. 1' !' • 1 , • 1• •••'•1 • r- 1 10. •• 21 ]. ` 71 1 -.7•. NI -,u 2•,71 1, 7 t. 77• •• k7 971 1 !••1 7 7 ••7 • • •• + • .► ••,• •a• , , • 1 •..a ,3.33 •,• • 7 l77• •• ••.;•••:71 -d 1 7. 7• • 00 1 ♦ 1 -ae 117 7 • a r 7Y No •• •• - • s r, Ia- r- r •a-. •-,r • f 1 r. 1 1a• •a-, `.• • •• 71 !••171 7 - • • a1 ! 1 ai 1 , ••7• •• :' 7 171 ,` •• •• •• -• •• • �. ••L ••C 1 `I '.70. ',: ! -\ 1 • ]' •: a t a'. ` •• 7 71 7! t• a' -` •- .7 , • 1 'x:71 0.\ `71 • 11.7.\ ••7 " 7 �7 16 7ECHNO f, SUITE 154 IRVINE, CALIFORNIA 02616 T. 040.700.6000 CCINSULTING, INC. F.e4lIm 6 CIVIL ENGINEERING cvtmNc.NEr ',AND PLANNING & SURVEYING 1. IN CASE EMERGENCY WORK IS RWRED, CONTACT TONY PARR AT (619)- 247 -3720, 24 HOURS A DAY. 9e ] r ••,a•w •• EMERGENCY f•. 1 :. it ;�' ' .'. �- SEASON • ra • APFL •7S SARY WATE]RALS SHALL BE 90CMLED ON ON OCTOBER t7 : �.. • •aa. • 71 • •a •, t• l • • • ••••r •• .,: : 7 7•,•,71 • • •.77, 1 ` ••,• : al °• ► •• . • 0.\ RAIRALUEUNG OR 56 1HE OONTRAaOR 9-11ALL INS70LL ADDITIONAL emm CONTROL MEASURES AS AY BE REQUIRED W IHE CTIY ENGINEER DIE • AN INOOMPTIE GR40NG OPERATION OR UNFORESEEN CIROWMICES AHICH KAY •• «` 6. THE CONTRACTOR SHALL BE RESPONSIELE 1 SHALL TAKE Nscmw RRwAunONS TO PFEVENT •R0.`••\ ONTO AREAS TFK ARE UNSAFE OR AFIE POTENTIALLY , 7. THE IlIllSTALLATION OF ADDITIONAL IMPERVIOUS SUFFACES NOT SHOAN ON IIHIS RM MAY 7 ALL SMON CONTROL y` '•7, PROVIDED PER THE APPMED r. • GRAIDING RAN SFl BE INCORPORATED a Gl AREAS ARl THE PROJECT PERIMETER MUST DRAIN MY FROM THE l OF SLOPE AT THE OMMON OF •• ••. DAY. FACILITIES 00 NOT MEET SIANDAIRDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS a+ 7 ,` 9. ALL FIEMOVAELE PROFMIVE DBM SHM SHALL 13E IN RACE •- .7 , • 1 'x:71 0.\ `71 • 11.7.\ ••7 " 7 �7 16 7ECHNO f, SUITE 154 IRVINE, CALIFORNIA 02616 T. 040.700.6000 CCINSULTING, INC. F.e4lIm 6 CIVIL ENGINEERING cvtmNc.NEr ',AND PLANNING & SURVEYING 1. IN CASE EMERGENCY WORK IS RWRED, CONTACT TONY PARR AT (619)- 247 -3720, 24 HOURS A DAY. 9e ] r ••,a•w •• EMERGENCY f•. 1 :. it ;�' ' .'. �- SEASON • ra • APFL •7S SARY WATE]RALS SHALL BE 90CMLED ON ON OCTOBER AT CONVINENT LOCATIONS TO FACILl RAPID CONSTRUCTION OF TBECIRARY ERZISION CONTROL ME49JES W-11EN RAN IS IMMINENT. ACCURACY Ol THE LOCATION OF, OR EXISTENCE OR • a a • • Irt •• 1 UTILIll a DEVICES 9-11OAN ON PLANS 9-11ALL NOT BE MOVED OR MODIFIED c•a r Ull THE APPROl OF THE ENGINEERING 4. IFE CONTRACM SHALL FSTOIRE ALL EROSION OWl DEVICES TO WOWING ORDER TO THE sKnSl Cr THE CITY ENGINEER a• EACH RN-OFF PRODIUCING RAIRALUEUNG OR 56 1HE OONTRAaOR 9-11ALL INS70LL ADDITIONAL emm CONTROL MEASURES AS AY BE REQUIRED W IHE CTIY ENGINEER DIE • AN INOOMPTIE GR40NG OPERATION OR UNFORESEEN CIROWMICES AHICH KAY •• «` 6. THE CONTRACTOR SHALL BE RESPONSIELE 1 SHALL TAKE Nscmw RRwAunONS TO PFEVENT •R0.`••\ ONTO AREAS TFK ARE UNSAFE OR AFIE POTENTIALLY , 7. THE IlIllSTALLATION OF ADDITIONAL IMPERVIOUS SUFFACES NOT SHOAN ON IIHIS RM MAY 7 ALL SMON CONTROL y` '•7, PROVIDED PER THE APPMED r. • GRAIDING RAN SFl BE INCORPORATED a Gl AREAS ARl THE PROJECT PERIMETER MUST DRAIN MY FROM THE l OF SLOPE AT THE OMMON OF •• ••. DAY. FACILITIES 00 NOT MEET SIANDAIRDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS a+ 7 ,` 9. ALL FIEMOVAELE PROFMIVE DBM SHM SHALL 13E IN RACE AT THE Db OF EACH WORKING l WI-EN THE FIVE (5) DAY RAIN PROBABLITY FORECAST a •771, FORTY •:•.•7 41... SILT AND OTHER DEERS -,•• 1•. . 1 .•,t • • r'\ ► ►; 3.3.3• • •• ] • 1 1 `• ',! • • -a 1 •• • r. 1- a • • a•. I ll • ► :N 0113GUTO WATER DISTRICT x!117+_ 1 UNUSED MUST SLOPE TOMM • AD EMP)IMP 1`AClUTY All M WAfiX=APED M03EIRIA.S. DUMPING OF I.MSED OR WASTE PRODUCTS ON THE GROUND WHERE 4. NO 1•.• INSTALLED IN HAIWAPF, DRVEWWS OR MY OTHER IMPERVIOUS AREA, UNLESS ACCURACY Ol THE LOCATION OF, OR EXISTENCE OR • a a • • Irt •• 1 UTILIll FIFE OR S9WTUl WITHIN THE LIMITS OF •.• : NO SEEPIAGE FROM MY DUMI`SFER SHALL BE DISCHARGED INTO SMIRMAl .1 ALL EXISTING FAOLMES. W1ICH Ill AFFECT Rl DESIOR LE, LINE CR3SS1Wh LINE RAIRALUEUNG OR ••,•••Cal OnfUrOl SHALL BE HELD VERRED. ALL EXISTING OR PROPOSED UTILITY CROSSING 1 FELT OF PROPOSED WATER MAINS SHALL 13E Sl ON IMPROfi" RAWL EECIRl AM SDAER TO CR3SS FROM RE CITY. SHALL BE RACED 7. THE IlIllSTALLATION OF ADDITIONAL IMPERVIOUS SUFFACES NOT SHOAN ON IIHIS RM MAY REIWIRE THAT THIS PLAN BE RAISED OR THAT A SEPARATE DONEERNG POW BE OBTAINED. • ALL 8, ALL EXISTING AM PR330SED Tl IENCUOSUFES SHU BE FITTED TO COMPLY WTH STIORM WIVER BEST FACILITIES 00 NOT MEET SIANDAIRDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS a+ 7 ,` AT THE DAINERS ROOF THAT WILL NOT ALLOW RAN WATER TO NER THE 04MOSUE THE 04MCSM SHRL BE pockAll AND LOOKED AHEN NOT S BERM L AT ALL OPENINGS • HOLD IN All UQUIDS THAT ESCAPE FROM THE DUMPSTER *0 TO Pl MY FLOW OF SIORA WATER THROUGH IFE IRASH ENCLOSURE Al THE BERM CM BE CM67RJCFED WIDE MID FLAT M AiDW ROLLING OF THE CUMPSTER IN AND OUT. THE 7 • •: -, SHALL BE SELF •• 7! OR ll FRE A DRAIN THq 1 `• ••.t7, THROUGH M AIDED 7 SIM) OIL/ GREASE SERIVATOR AND IS THIEN FILTERED THUM A CffY-APPl FMH)CAIREION FILER AND I°f!il 71 ItT11, T. '29JC SftTl�W 1,`X! Sl NOT • PLANTERS OR THE SM 1• 7 :N 0113GUTO WATER DISTRICT x!117+_ 1 UNUSED CONSTRUCTION M03EIRIA.S. DUMPING OF I.MSED OR WASTE PRODUCTS ON THE GROUND WHERE *7ER W CARRY TRW INID ACCURACY Ol THE LOCATION OF, OR EXISTENCE OR • a a • • Irt •• 1 UTILIll FIFE OR S9WTUl WITHIN THE LIMITS OF •.• : NO SEEPIAGE FROM MY DUMI`SFER SHALL BE DISCHARGED INTO SMIRMAl .1 ALL EXISTING FAOLMES. W1ICH Ill AFFECT Rl DESIOR LE, LINE CR3SS1Wh LINE RAIRALUEUNG OR ••,•••Cal OnfUrOl SHALL BE HELD VERRED. ALL EXISTING OR PROPOSED UTILITY CROSSING 1 FELT OF PROPOSED WATER MAINS SHALL 13E Sl ON IMPROfi" RAWL EECIRl AM SDAER TO CR3SS Ull VATER Ill MESS GIVEN WTTTEN PERMISSION BY SAN DIMM MTER DISTRICT SHALL BE RACED 4 CONTRACTOR AND ONNER All RESPONSIBLE TO FE.OQATE AND/OR ADJUST TO MODE ANY E)asnm wam FACILITY 1R a•w WVES, VALW :+ :. Era) WHICH IS AFFECTED : • ALL t. FACILITIES 00 NOT MEET SIANDAIRDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS a+ 7 ,` AT THE DAINERS 5, UTILITIES TO MAINJAIN MINIMUM 54W SEPARATION WHEN PARALLELING VOTER SERVOM 1 CONCRETE WOOD. ► • '.:1 SC • •,: 9 NO •.a 6. MINIMUM FORZOICAL SEIVIRASION OF 10-FM REQUIRED BETWEEN FIRE HYDRANTS " SAIN ► 7f• GAS AM ELECTRIC 7. ALL MTER SERVICES TO ElEcmatm CLEAR OF DRVEll AM ALL OTHER 7RAMEUED VAYS. (800) 714-1195. VATM METERS MUST BE IN FRONT OF THE PAIRCEL THEY ARE SERANG. ON 1 1 To C9DER DUMPSTERS CAL 7100 :1 : CAURMA STATE LAW ASSEMILY •. •E •, THAY, NO-TOD •• \ BE USED k1laMliffie (11 NwV? OF RULTANIS SHALL BE KEPT OFF EXPOSED SURl RAE TRASH C46 AM FW(CUNG IRECEPTACUES A90UND H••7' NI •' '.7 `0. i • 1 `]" 'M0. "d 171 '�1� IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 6.156 ACRES ® IMPERVIOUS AREA AFTER CONSTRUCTION: 4.719 ACRES tm 33520 '° DECREASE IN IMPERVIOUS Al 1.436 ACRES � 6J30/2014 i IMPERVIOUS AREA REPLACED: TOTAL SITE AREA REPLACED ... •., i 415.fo;1 ,s M- AjA I lZidl IAF SHCETS t L- y21,i✓ /LA y 0ESCPJFrNft 2.5' BRAU DILL IN CLIMB o[ S .� LOCATIOW NwCll81RMNOHAMAND LAZE HOIUMWAL• AS SHOWN RSOORD FIRM CITY OF ENCNTA9 KILT/• GI. O!3 S l 0 S"ATION: CUM VERTICAL: AS SHOWN - for to IIAAfficAPG All AeA I a z DATUM NAVJ9S COUNTY HEALTH DEPARTMENT 70 l� SIGN DATE R5 6ulll -7 G �l Ru Al No: b1blb7v �� •' ••. `! 10.`! • lill • I71 •• , • ••0. •: tZ..1 :1 1 • 7 • a. a!•.a.\ 1 "Il '1 '� If 21 :] •. : x A SPECIFIC AREA AVAY FROM MMERS AT STORM DRAIN Sll K ] • REFUELING, 1 EQUIPMENT ] •• ALL MAJOR a 1 OFF-SITE EROSION CONTROL , T BE PROVIDE FOR &L EROSIVE SURl SLOPED SIJRl E93EMLY SHALL PROTECTED AGNNST IEROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS SWON OONFR1 l ADEQUATE GROUND COVER VE]GEEATION, AND RONDED FIBER MATRIX NO DMAIM AM GRADING ACMqES All AiOV0 DURING WE-7 WATHER DIVERSION DIKES SHALL BE CU67RJCTED TO CHANNEL RUNOW AROUND THE CONSTRUCTION SITE CONTRAICTOR SHALL PROM CHANNl AGAINST EROSION ,` PERMANENT ANf TIEMPORARY EIMON CONTROL •.a, PHASES RUM EXISTING VEGErATION ONLY WI-11EN ABSOLUTELY NECESSAW LARGE PR0Jl SHAU BE CMUED IN TO AVOID LNNEEESSARY Rl OF G;IOUND OD AR It NOT REMME TREES OR SHRLIBS TEMP011 VEI3L7ATION MUST BE FILMED ON SLOPE OR WHERE CONSIMUC11ON IS NOT IMMEDIATEY Pl FOR EROSION CONIRIOL PURINCISES. EROSION a m BY PLMTING FAST-GRDMNG AND PERENINK Gll TO SHIELD NO BIND THE SOIL, RANT POW" VEGETATION AS SOON AS POSSIBLE, Ol MVAIM AND GRADING ACTIVITIES ARE COMPLETE VATER USAGE + DILIST CONTROL ` X71 r. ■► a•, •• al tea• - =F'i � : `7r • r 1 r �� .'• �. ••g ••w : ••70. • •a-. •r. •• +-, • • • 7• 71 • mull v;1 x Ii ti CONTRACTIOR Sl BE RESPONSIBLE •- PF03ERLY DISPOSING OF 1 UNUSED CONSTRUCTION M03EIRIA.S. DUMPING OF I.MSED OR WASTE PRODUCTS ON THE GROUND WHERE *7ER W CARRY TRW INID APPROVED NO SEEPIAGE FROM MY DUMI`SFER SHALL BE DISCHARGED INTO SMIRMAl BEIWUKES SHALL BE RAM ARl ALL DUM3SM TO DIVERT 11-E MR)RAL STORM RAWF DUMPSITIES SHAUL BE CHOCKED FREQUIl FOR LIENG DUMINSTER UDS Sll REMAIN CI AT ALL TIMES. CUMPSTERS WITHOUT UDS SHALL BE RACED WHIN SRWURES NTH IMPEIN)US IRODRNG OR CDEFWD WITH 1Al IN OFIDER TO Al RAIN CONTACT WTH All TRASH NATERAL t. •• lil �T! 1 CONCRETE WOOD. ► • '.:1 SC • •,: 9 NO •.a • LAEILE MAJORIA.S , 17 SIGNATURE EXPIRES 2 YEARS AFTER DATE FWARDOLIS MATIERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FIREE AT (800) 714-1195. FOR INUMMON ON 1 1 To C9DER DUMPSTERS CAL 7100 :1 DRAMMNO NQ RULTANIS SHALL BE KEPT OFF EXPOSED SURl RAE TRASH C46 AM FW(CUNG IRECEPTACUES A90UND THE SITE Case 1.' 4 1264 LAIC DRWE PORIl MLEIS MUST BE IN GOOD ••,M •.Ir AND • ]•al FFEWWLY FOR ti CONTRACTOR SHALL PROVIDE SBOONDARY CONTAINMENT AND LOCATE PORTABLE MLEIS All Ill SRHAIM INLEIS ON PERVIOUS SLWACES, Me MA, ola GREG s DEPUTYI CITY ENGINEER f.L W ==nON DEBRIS SHALL BE KEPT Al FROM THE SIREET. GUTTER AD STIORAMN. OWRACTIOR MUST :�•. 11.7 •.: ?. :.1 • t� .17G. 1r. .7A 4k 1 1: 4,1 ;f-ATIll li3O II1•.i1 Ila 7 ! 77• 1 a' 7 • 7 • :1 1. THE EXISTM All LMITION OF UNDERGROUND LITILITY PIPES AND STRUCTURES SHDffi ON THESE Pl VERE OBTAINED BY A %A9CH OF AMLABLE REDORDS, M 7HE BEST OF OUR "KEDGE THERE ARE NO PRIMAUTIONARY ME4SURES TO PROTECT ANY EXISTING unUTIES OR STRUCTURES I.00ATED AT THE WOW sm IT IS THE OONTRACWS IRESPONSIBUTY TO CONTACT THE FOLLOMNO 0966 OF 1 LITILITIES OR STRUCTURES PRIOR • ANY E)CM11ON, FOR VERIFICATION AND LOCATION OF 0. 1 NoTIFICIA11014 OF CUE403IN OF •. a SIr :f : m11 WATER DIEGUITO WATER 1 : • i :11 D. ] r f * :1 E GAME IV - COX OOMMUNKA11ONS(M)-8l X-2233 2. ODNTRVDR SHALL NOTIFY CITY ENGINEERS OFFICE 48 HOURS RIO • BEGINNING ANY 1AIDIRK ON PROJErr PHONE (760)-633-2770 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INFECTION. ROE (760)- 03-2770. ALL WORK PE111FMIED WITHOUT BIENEFIT OF INSPECTION WILL GE SUEJECT TO REJECTION AND RE)l �7�1Z PLANS PREPARED UNDER SUPERVISION OF DATE: -- R.C,E Ill ego MNCENT W. 81 WWII W. p alb CV ENCINITAS LAKE ST., Ll CITY VENTURES 2850 RED HILL AVENUE, SUITE 200 SANTA Al CA 92705 (619) 247 -3720 �IIIAtODRlM 1264 LAKE DRIVE, CARDIFF, CA 92007 260 - 212 -18 r, •.1 • a-.1 • •• • 1 r• • •', 001'.1 • ! • I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. DATE: S, TONY PAUKER FOR CV ENCINITAS LAK DELAWARE LIMITED LIABILITY COMPANY BLAKE ELL16lT I, TREVeR MYERS A REGISTERED CIVIL ENGINEER THE STATE 0 CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CE THAT E,8RP8RATEB ACCEPTS THE ROLE OF GEOTECHNICAL ENGINEER OF RECORD. THIS ACCEPTANCE IS ED 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- QUR-REPORT ENTITLED CHANGE OF GEOTECHNICAL ENGINEER OF RECORD AND UPDATE REPORT, ENCINITAS 12, 1264 LAKE jDRNE, ENCINITAS, CA, DATED APRIL 4, 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,1 l` WITH -1 RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THISp PROJECT' HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFIC;>,TIONS.__ TWF. �T'I-ll- PTL03'Ts.Ci � h , � w C, E o Tk-?- 4 A) / CA 4. IQ SIGNED: +SQ�VfEW OA11Y RCE NO.: 10-1 i; 5' co EXP. DATE:-D2h9f44`• fa l It J I a µ �� N. v 773 i ?, p. JOB f: 32-64. 1'3151-09 COMPANY GEeBel INGEIRPORAl ADDRESS DIEBO, CA 92121 PHONE @TAT OFNN OFwORK 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: dwt DATE: -L 2-L VINCENT W. SCARPATI COMPANY: C & V CONSULTING, INC ADDRESS: 18 TECHNOLOGY, SUITE 154 IRVINE, CA 92618 PHONE NUMBER: (949) 769 -6600 RCE EXPIRES 06/30/2012 STEEPEST EXISTING NATURAL SLOPE ON -SITE = 645.0' H : 21O' V MAXIMUM VERTICAL DEPTH OF CUT = MAXIMUM VERTICAL DEPTH OF FILL = 2' CUT = 12578 C.Y. FILL = fi= C.Y. EXPORT = 6.200 C.Y. BMP PROJECT STATUS mom BTORMWATm mmTMENT FAcum Tb SE MANTAIN®6Y HOA1 HOMEOWNER /ALElTT, NQ IN AC001RDMIE WITH "IfWMNANCE AGREEMENT FOR PRNATE BTORMWATER ftEATM BrrAND BTORMINATER POI LAITTION CONTROL. FACLfflW IiEl EMON 3' PT �2`i-5,� 6012 A8000.6% SDWD Wll -120 PLANNIIIIIQi AND OULDNO PARKS AND I A710N SAN DI EGU I TO WATER D I ST. lNCNTAS PI1lE D�ARTM�IT APPROVED _ 1h lL�G BY«i0-it BLAIR KNOLL DATE t. OATC lil �T! SIGNATURE EXPIRES 2 YEARS AFTER DATE DIO NO DEPARTIeIT APPROVALS CITY OF @ICNTAD ENONI.ERNIi 8111WI111318 DEPAKiI DRAMMNO NQ REVIEWED : lizml GRADING PLAN FOR: Case 1.' 4 1264 LAIC DRWE - r•, D %/ j CRY VENTURES 10851 -G Me MA, ola GREG s DEPUTYI CITY ENGINEER 200-21248 . . 9/ 2T / ►2 DATE DATE 11 /'� PLANNI CAN NO: 10-M TMIDB=PIDRAM11 lEU s> O 1 OF a� UPC • Ike -, 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. SCATHE FOLLOWING CONDITIONS SHALL BE COMPLETED AND /OR FULFILLED TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT: 3.EACH LOT /UNIT SHALL BE REQUIRED TO INSTALL THE LANDSCAPING BEYOND THAT WHICH IS SHOWN ON THE APPROVED LANDSCAPE PLAN DATED RECEIVED ON NOVEMBER 9, 2010 BY THE CITY OF ENCINITAS WITHIN ONE (1) YEAR AFTER OCCUPANCY OF THE UNIT. 4.UPON COMPLETION OF THE INSTALLATION OF THE LANDSCAPING AND THE IRRIGATION SYSTEM, A FINAL FIELD OBSERVATION SHALL BE 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 SUBSTANTIAL COMPLETION SHALL BE COMPLETED AND SIGNED BY A STATE LICENSED LANDSCAPE ARCHITECT, LANDSCAPE CONTRACTOR, OR AN IRRIGATION DESIGNER WHO ALSO HOLDS A STATE LICENSE IN THE LANDSCAPE FIELD. 5.THE BUILDING FOOTPRINT FOR ALL RESIDENCES SHALL CONFORM TO THE BUILDING ENVELOPES ESTABLISHED PURSUANT TO THE APPROVAL TENTATIVE MAP FOR THE SUBJECT PROJECT WITH THE FOLLOWING EXCEPTIONS: a. ARCHITECTURAL PROJECTIONS SHALL BE ALLOWED AS ESTABLISHED WITHIN CHAPTER 30.16 OF THE ENCINITAS MUNICIPAL CODE IN RELATION TO THE BUILDING SETBACK ESTABLISHED WITH THE APPROVED TENTATIVE MAP. b. PATIO COVERS AND ANY AND ALL ACCESSORY STRUCTURES PROPOSED SHALL BE SUBJECT TO THE PROVISIONS OF CHAPTER 30.16 OF THE ENCINITAS MUNICIPAL CODE. THE PROVISIONS FOR ENCROACHING INTO BUILDING SETBACKS SHALL BE APPLIED IN ASSOCIATION WITH THE BUILDING ENVELOPES ESTABLISHED ON THE APPROVED TENTATIVE MAP. 7.A TEMPORARY BUSINESS /SALES OFFICE SHALL ONLY BE ALLOWED ON LOT 4 IN ORDER TO PROVIDE ADA ACCESSIBLE PARKING. THE TEMPORARY BUSINESS /SALES OFFICE SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 30.46. 10OA2 OF THE MUNICIPAL: CODE AND SHALL BE IDENTIFIED, ON THE BUILDING PERMIT SITE PLAN AND BE REMOVED UPON THE ISSUANCE OF CERTIFICATE OF OCCUPANCY OF THE UNIT ON THE LOT IT IS CONTAINED WITHIN TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. SHOW THIS OFFICE ON THE GRADING PLAN. &THE TEMPORARY CONSTRUCTION TRAILER SHALL BE RELOCATED UPON ISSUANCE OF CERTIFICATE OF OCCUPANCY OF LOT 4 /UNIT 4 AND REMOVED AFTER THE LAST LOT /UNIT RECEIVING CERTIFICATE OF OCCUPANCY TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. 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. 10. ALL ACCESSORY USES SHOWN ON THE APPROVED PLANS AND AS DEFINED BY CHAPTER 30.48 (ACCESSORY USE REGULATIONS) OF THE 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, AND CONSISTENT WITH, THE PRIMARY STRUCTURES (E.G., STUCCO — COATED MASONRY, SPLIT —FACE BLOCK OR SLUMP STONE). THESE ITEMS SHALL BE APPROVED BY THE PLANNING AND BUILDING DEPARTMENT PRIOR TO THE ISSUANCE OF BUILDING AND /OR GRADING PERMITS. Gt t ALL ROOF — MOUNTED EQUIPMENT AND APPURTENANCES, INCLUDING AIR CONDITIONERS AND THEIR ASSOCIATED VENTS, CONDUITS AND OTHER MECHANICAL AND ELECTRICAL EQUIPMENT, SHALL BE ARCHITECTURALLY INTEGRATED, AND SHALL BE SHIELDED FROM VIEW AND SOUND BUFFERED 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 INCORPORATED INTO BUILDING DESIGN. ROOFTOP VENT PIPES SHALL BE COMBINED BELOW THE ROOF, AND SHALL UTILIZE DECORATIVE CAPS WHERE VISIBLE FROM ANY POINT. GROUND — MOUNTED MECHANICAL AND ELECTRICAL EQUIPMENT SHALL ALSO BE SCREENED THROUGH USE OF A WALL, FENCE, LANDSCAPING, BERM, OR COMBINATION THEREOF TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. ALL EXTERIOR ACCESSORY STRUCTURES SHALL BE DESIGNED TO BE COMPATIBLE WITH THE PRIMARY BUILDING'S EXTERIOR TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. G12 PRIOR TO ANY USE OF THE PROJECT SITE PURSUANT TO THIS PERMIT, ALL CONDITIONS OF APPROVAL CONTAINED HEREIN SHALL BE COMPLETED OR SECURED TO THE SATISFACTION OF THE PLANNING AND BUILDING DEPARTMENT. G14 A PLAN SHALL BE SUBMITTED FOR APPROVAL BY THE PLANNING AND BUILDING DEPARTMENT, THE ENGINEERING SERVICES DEPARTMENT, AND THE FIRE DEPARTMENT REGARDING THE SECURITY TREATMENT OF THE SITE DURING THE CONSTRUCTION PHASE, THE ON —AND OFF —SITE CIRCULATION AND PARKING OF CONSTRUCTION WORKERS' VEHICLES, AND ANY HEAVY EQUIPMENT NEEDED FOR THE CONSTRUCTION OF THE PROJECT. G21 ALL UTILITY CONNECTIONS SHALL BE DESIGNED TO COORDINATE WITH THE ARCHITECTURAL ELEMENTS OF THE SITE SO AS NOT TO BE EXPOSED EXCEPT WHERE NECESSARY. LOCATIONS OF PAD MOUNTED TRANSFORMERS, METER BOXES, AND OTHER UTILITY RELATED ITEMS SHALL BE INCLUDED IN THE SITE PLAN SUBMITTED WITH THE BUILDING PERMIT APPLICATION WITH AN APPROPRIATE SCREENING TREATMENT. TRANSFORMERS, TERMINAL BOXES, METER CABINETS, PEDESTALS, DUCTS AND OTHER FACILITIES MAY BE PLACED ABOVE GROUND PROVIDED THEY ARE SCREENED WITH LANDSCAPING. L1 THE PROJECT IS SUBJECT TO CHAPTER 23.26 OF THE MUNICIPAL CODE (WATER EFFICIENT LANDSCAPE PROGRAM), WHICH REQUIRES A LANDSCAPE AND IRRIGATION PLAN TO BE PREPARED BY A STATE LICENSED LANDSCAPE DESIGNER. THE REQUIREMENTS FOR THE PLANS ARE LISTED IN CHAPTER 23.26. THE LANDSCAPE AND IRRIGATION PLANS INCLUDING THE REQUIRED SIGNATURE BLOCK OF THE STATE LICENSED LANDSCAPE DESIGNER MUST BE SUBMITTED AS PART OF THE BUILDING PERMIT APPLICATION FOR THE PROJECT. 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 SCREENING REQUIREMENTS. ALL LANDSCAPING AND IRRIGATION SYSTEMS SHALL BE MAINTAINED IN A MANNER THAT WILL NOT DEPRECIATE ADJACENT PROPERTY VALUES AND OTHERWISE ADVERSELY AFFECT ADJACENT PROPERTIES. ALL IRRIGATION LINES SHALL BE INSTALLED AND MAINTAINED UNDERGROUND (EXCEPT DRIP IRRIGATION SYSTEMS). L3 ALL PARKING AREAS AND DRIVEWAYS SHALL CONFORM WITH CHAPTER 30.54 OF THE MUNICIPAL CODE AND THE CITY'S OFF — STREET PARKING AND 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 AND THE STREET) SHALL BE PERMANENTLY MAINTAINED BY THE HOMEOWNERS ASSOCIATION. THE MAINTENANCE PROGRAM SHALL INCLUDE NORMAL CARE AND IRRIGATION OF THE LANDSCAPING; REPAIR AND REPLACEMENT OF PLANT MATERIALS AND IRRIGATION SYSTEMS AS NECESSARY; AND GENERAL CLEANUP OF THE LANDSCAPED AND OPEN AREAS, PARKING AREAS AND WALKWAYS, WALLS, FENCES, ETC. FAILURE TO MAINTAIN LANDSCAPING AND THE SITE IN GENERAL MAY RESULT IN THE SETTING OF A PUBLIC HEARING TO REVOKE OR MODIFY THE APPROVAL. THIS CONDITION SHALL BE RECORDED WITH THE COVENANT REQUIRED BY THIS RESOLUTION. L5 ALL MASONRY FREESTANDING OR RETAINING WALLS VISIBLE FROM POINTS BEYOND THE PROJECT SITE SHALL BE TREATED WITH A PROTECTIVE 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 SUCH WALLS. S1 ANY SIGNS PROPOSED FOR THIS DEVELOPMENT SHALL BE DESIGNED AND APPROVED IN CONFORMANCE WITH ENCINITAS MUNICIPAL CODE CHAPTER 30.60. 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 MAY REQUIRE SUBMITTAL OF AN AMENDMENT TO THE DESIGN REVIEW PERMIT AND APPROVAL BY THE AUTHORIZED AGENCY. d «. ...`r.-c- -1l CONSULTING, INC. F.+a9.760.GW15 CIVIL ENGINEERING LAND PLANNING & SURVEYING' CHANGE NO-1 DESCRIPTION QI%l)1SL kCVe,ed - / AT IPA * �Exp. 6/30/2014/ • INDEX MAP 1" =80' APPROVED DATE BENCHMARK SCALE . 3 A f* utswrvtu Lir: urtADK Lir: cHtvvvb liv: ENGINEERING DEPARTMENT APPROVALS 3 DK DK 4 1212,1/1-5 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 - '%�6�/ o Q*m b%-A Be Wo.b$tbl 'DWe PLANS PREPARED UNDER SUPERVISION OF DATE: t °2 -1t \� R.C.E. NO.: 33520 VINCENT W. SCARPA -° TI EXP.: 06/30/2012 REVIEWE BY: M . M MASIH MAHER, C42519 GREG ELDS q 'T (2 /12, DEPUT CITY ENGINEER n DATE DATE %' �/71 M _ 7 $ FIRE DEPARTMENT NOTES: PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY. 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES; AND 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. 4. INSTALL TWO —SIDES "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. 5. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING -CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 6. ALL ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 7. ALL CURB FRONTAGE ON PRIVATE ROAD NOT SHOWN TO HAVE PARKING SHALL HAVE "NO PARKING" PER THE ENCINITAS FIRE DEPARTMENT REQUIREMENTS. A5-BUILT LOTS LOT MUMfbCP, ENGIkiC-K5 CITE( APPMVAL APPROM Yom' S(2 (_(340 . 3 A f* 2 3 4 I I 6 7 $ 31 1N \,�'I 9 sj3l�4s i s�`.13 -( ►�`"�� 10 II 12 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DING PLAN FOR: 1264 LAKE DRIVE CITY VENTURES 10851 -G 260- 212 -18 NNING CASE NO: 10 -028 TMDB /CDP /DR /MIN/E4A SHEET 20F._42 AS -BUILT Lo O T 0) rn rn v (I WU- -o O (9co U) o0) zZrn_ OVL11 Z CFO t�,a. 6' HIGH WALL SYSTEM SITE WALL OMOML FLAT CAP OW GROUTED ONLY@ VEWT STEEL DESIGNCRITERIA: 1. ALLOWABLE SOIL BEARINGFRESSURE= 2000PSF 2 ALLOWABLELATERAL PASSIVE PRESSURE = 200 PCF 3.CJNCRETE7GROUTSTR94GTH = 2000 PSI @ 28 DAYS. 4 REINFORCING STEEL: GRADE 40 FOR #4 BARS AND SMALLER 6R4DE60 FOR #SAND LARGER 5. SQSMRC -ZONE 5. 6.1500 PSI MASONRY COMPRESSION STRENGTH IMIFSTRESSES USED- NOSPECIAL INSPECTION REQD. a MIN. FOOTING DEPTH FOR 7 TO DAYLfGHT SLOPE WALL @ TOP WALL @ 1 FT. SETBACK WALL @ 2 FT. SETBACK 2 TO 1 2'4" 2'-0" — 3701 #4 VERTDROP -1N BAR @ 24" PRECISION, SPLIT FACE SLUMPED, OR WEDGELOCKSLOCX MAYBE PROPOSED 6' 6' HIGH 7 TO DA127GHT 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. PL Q O a C.7 Q � fl fl Q — TOP OF SCREEN WALL 1.33' \ (TYP.) O.C. Tf 8 "x8" OPENING ® 16" O.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" MIN. f 8TH: NOTES: FL OPT fXISITNG HIGHWAY RECORDED AUGUST 13, 1954 IN 1. CONCRETE BLOCK 5ch4LL CONPoRM TO USCSID. 21-4 ORCO STD. STREET D 1CA7701V W #4 VERTDROP -1N BAR @ 24" PRECISION, SPLIT FACE SLUMPED, OR WEDGELOCKSLOCX MAYBE PROPOSED 6' 6' HIGH 5' O/C (36- 01C FOR 18' LONG USED SOUND FENCE _ CMU) 3' MIN. PROPOSED 6` WIDE -° NOTE DISTANCE MAY BE 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2 -112 EASEMENT LANDSCAPE & (RRIGAITON EASEMENT "• DECREASED IF NECESSARY TO KEEP SLOPE BELOW 20% PARTS SAND TO 3-112 PARTS GRAVEL WITH MAXIMUM OF I -112 PARKING BIKE LANE IRAFFC LANE f` G4LLONSOFW4TERPERS4CC .. PORTLINOCEMENTSHALL CONFORM GRADING DETAIL #6S7DATINTREINFORCENENT@ TOASJMC 150 TYPEHIV. Fc = 4500 PSI WI P45 WATERICEMENT PCC SIDEWALK 24 "01C(3 PLAN) PER UBCSTD. RATIO. PROPOSED GRASS LINED SWALE PROPOSED PCC 21 -10. USE #SSID. FOR SLUMP SEE STREET IMPROVEMENT CURB AC PAVEMENT AND BLOCK 3 REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO W�q °OPENINGS BASE STREET WDEIVING NTS AVMA 615 GRADE 40 FOR #4 84RSANO SMALLER, GRADE 60 FOR EVERY 10' #5 AND LARGER. PROVIDE 40 B4R DIAMETER LAP FOR GRADE 40 REBAR AND 48 &W DIAMETER LAP FOR GRADE 60: b 4. RE84R SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICHITLS LOCATED. 5 CONCRETEBLOCCSHALL BELAY® IN RUNNING BOND PATTERN WITH VERTICAL C'ON77NURY OF THE CELLS UNO. 6. ALL BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7 USE OSP TYPES MORTAR PROPOR77ONED USING UBC TABLE NO #4 DOWEL 0 24" 07C 21 A. I PART CEMENT TO 172 PART LIME TO +112 PARTS DAMP, (18'0 /C FOR 18TONG CMU) LOOSESAND. �8 +1' -9" B, GROUT FOR CONCRETE BLOCK TO BE PAR TCEMENT TO PARTS54ND (GROUT AMAYCONTAIN 2 PARTS 318" PEA GRAVEL IF WEATHER CONDITIONS ARE FAVORABLEAND BLOCK UNOBSTRUL7E0 CELL gZEISSUMaEIVTTOAUOWGOODGROUTFLOW ). WATER SETBACK SEFOORT SHALL READD€D TO PRODUCE GOOD GROUTROW WITHOUT SEGREGATION OF THE CONSI i UENTS. 9. BLOCTKSTEN MAYBEWET -SET I- 1 /2 "LVT07HE FOOTING WHILE — THE CONCRETEIS PLASTIC BLOCK STEM MAYBE PLACID TO 1 EITHER EDGE OF THE TRENCH TYPE FOOTING. _ MAX. �— I I I —I I I 1 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED F7LL WIDTA MINIMUM COMPACTION OF 90 %. 11. FTRSTINSPECT70N TO BEAFTER FOOTING TRENCHESARE RFADY FOR CONCRETEAND ALL REQUIRED STEEL IS TIED IN PLACE. SECONDINSPEC770N TO BE WHEN THE REQUIRED VERTICAL IS IN A- PLACEAND THE BLOCK WALL IS RFADY TO GROUT. N #4 /WRZ. CONT. 12. MAXIMUM CONTROL JOINTSPACNG 40'01C OR 20'01C IF THE WALL LS TO BESTUL GLOATED. 7 TO DA127GHT 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. PL Q O a C.7 Q � fl fl Q — TOP OF SCREEN WALL 1.33' \ (TYP.) O.C. Tf 8 "x8" OPENING ® 16" O.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" MIN. f 8TH: ' FL OPT fXISITNG HIGHWAY RECORDED AUGUST 13, 1954 IN STREET D 1CA7701V W PAD ELEV. \. PROPOSED 6' 6' HIGH 5' 10' 35 20' SOUND FENCE _ x-25 3' MIN. PROPOSED 6` WIDE -° NOTE DISTANCE MAY BE I� EASEMENT LANDSCAPE & (RRIGAITON EASEMENT "• DECREASED IF NECESSARY TO KEEP SLOPE BELOW 20% PAVEMENT AND BA PARKING BIKE LANE IRAFFC LANE f` SIDE YARD GRADING DETAIL TYPICAL, NO SCALE BLOCK SCREEN PL WALL(WHERE OCCURS) (6' TO 6.67 ABOVE I HIGHER PAD) 15' MIN 15' MIN PROPOSED STREET PARKING FL FIRE HYDRANT R 2 ' FL 582 %x-12' �2� 12' _ FF MIN MIN 1 WATERMETER� =III MITI CIII III T ii iii =iiii .L. MIN 3 4 PROPOSED AC i WA METER PAD MIN FF PROPOSED 4' WIDE p PAVEMENT AND PROPOSED �� PCC SIDEWALK m I BASE FULL WIDTH MODIFIED PCC \��' �\ PAD 1D" PROPOSED LL ROLLED CURB �� T PROPOSED 4' SEWER R MAIN PROPOSED WATER MAIN NOTE.- PROPOSED EASEMENT ROLLED O PC LLET) CURB OVER PRIVATE ROAD (L0T A) 20% MAX 2% MIN PROPOSED PRIVATE ROAD CROSS SECTION �I BE GRANTED DISSSTRICT AND 2:1 MA x 2% MIN NTS CARDIFF SANITATION DISTRICT 3' PVC DRAIN B' MAX 2% MIN 20% MAX PER FINAL MAP. BELOW FL 2:1 MAX 3' PVC DRAIN BELOW FL SIDE YARD GRADING TYPICAL, NO SCALE _oni/ ESS LOT TO LOT R/W I' OFFSITE f ONSITE I I I I I I 0.51 0.5' NOTE: NOTE: 6' MAX 1. WALL IS A 'NOISE WALL' NO OPENINGS, CRACKS ' s' MAX 1, WALL IS A 'NOISE WALL.' NO OPENINGS, CRACKS OR GAPS. OR GAPS. 1 I PAD GRADE F� CONT. 6' HIGH SHARED WALL NTS WATER METER PROPOSED 6' HIGH WOOD SOUND FENCE TO BE MAINTAINED PRIVATLEY.- A\ F-=-1 CONT. 6' HIGH PERIMETER WALL NTS MOTE: Nn(Se barriers s►.all be solid andk be cLeS ;9hee-L stAct� at.a•. +t%ere 0're ho opev%in, s or cracks, or 5aPS 'lhrou Ahy seaw.g cracks, or Saes shalt lj below the bwrrier, e caL.l kvol or �'(ilPd, I a wcoa barrier is usedk, ii• she,,ll hwve O. SUrfc�g e d eY°Siir OT uk 1 ea. S{ 3.5 poA ck Per Sc1E.wre -Coo.+ C e Yyiva l e„ } }0 3/14 r J "` �EX/SANG 5' W1Df VG 5 WIDE IN -PLACE ? PROTECT EXISTING AC ? EXISTING PCC SIDEWALK PROTECT PAVEMENT AND BASE PCC CURB EXISTING PCC CURB IN -PLACE NOTE LAKE DRIVE IS CLASSIFIED LAKE DRIVE CROSS SECTION AS CLASS 3 BIKE ROUTE. NIS L EXISTING MASONRY WALL NOTE.- SANTA FE DRIVE IS CLASSIFIED AS CLASS 2 BIKE LANE �•�. 18 TECHNOLOGY, SURE 134 u IRVINE, CALIFORNIA 02616 �^ z 7: 940.76G.a6W CONSULTING, INC. F.O4o.7eo.awi CIVIL ENGINEERING LAND PLANNING &SURVEYING CVCiNC.FIEf CHANGE NO. DESCRIPTION APPROVED DATE, BENCHMARK SCALE DE SIGNED BY DRAWN BY: CHECKED BY: DK UK VWS ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. (o CIS -dv /[r PGAn/ 1 -tt -t� AS �►LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED B GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: �,- 1�-t'L M • M jo RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 G EG S LDS CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO . 33520 DEPUT CITY ENGINEER 260- 212 -18 DATUM: NAVD88 Ryga ermea T� C( 1 21 (12- NO. b$to VINCENT W. SCARPATI EXP.. 06/30/2012 DATE DATE 9, 2-1 • PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 3 OF 42 AS -BUILT C) C) co 19 oA rn rn (,WtL ?Fo U) (0 J 6 � ZOrn Z ° =W U 05 HO U°ra EXISTING 10' WADE EASEMENT FDA, COUNTY PROPOSED 15' WIDE fXISITNG HIGHWAY RECORDED AUGUST 13, 1954 IN STREET D 1CA7701V W BOOK 5331, PAGE 551, OF OR. PROPOSED 6' 6' HIGH 5' 10' 35 20' SOUND FENCE _ x-25 15'� PROPOSED 6` WIDE I_ PRROTW'� EASEMENT LANDSCAPE & (RRIGAITON EASEMENT 7' _I 6' 12' - PAVEMENT AND BA PARKING BIKE LANE IRAFFC LANE f` PROPOSED 5' WIDE 25' PCC SIDEWALK PROPOSED GRASS LINED SWALE PROPOSED PCC f4 -7 IF PROPOSED SANTA FE DR. CROSS SECTION SEE STREET IMPROVEMENT CURB AC PAVEMENT AND PLANS FOR BMPS DETAILS W�q °OPENINGS BASE STREET WDEIVING NTS EVERY 10' L EXISTING MASONRY WALL NOTE.- SANTA FE DRIVE IS CLASSIFIED AS CLASS 2 BIKE LANE �•�. 18 TECHNOLOGY, SURE 134 u IRVINE, CALIFORNIA 02616 �^ z 7: 940.76G.a6W CONSULTING, INC. F.O4o.7eo.awi CIVIL ENGINEERING LAND PLANNING &SURVEYING CVCiNC.FIEf CHANGE NO. DESCRIPTION APPROVED DATE, BENCHMARK SCALE DE SIGNED BY DRAWN BY: CHECKED BY: DK UK VWS ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. (o CIS -dv /[r PGAn/ 1 -tt -t� AS �►LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED B GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: �,- 1�-t'L M • M jo RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 G EG S LDS CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN R.C.E. NO . 33520 DEPUT CITY ENGINEER 260- 212 -18 DATUM: NAVD88 Ryga ermea T� C( 1 21 (12- NO. b$to VINCENT W. SCARPATI EXP.. 06/30/2012 DATE DATE 9, 2-1 • PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 3 OF 42 AS -BUILT C) C) co 19 oA rn rn (,WtL ?Fo U) (0 J 6 � ZOrn Z ° =W U 05 HO U°ra CONSTRUCTION NOTES: �- CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. a CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. O4 — 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. E�6 — CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FOR SCORING PATTERN AND FINISH. i W Q F— I IW":". Li F— ui 7� ... cn W U) w �— W (n w �J O7 -- CONST. PCC STAIRS IN THE LOCATIONS SHOWN SEE LANDSCAPE PLAN - - - 3 _ s 3 TC E PUBLIC R W ATJbT Sa- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). a INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. - STRL i0 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. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. _ 13 INSTALL NDS ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 14 SEE LANDSCAPE PLANS FOR FEATURES. 337.45 FS 16' i; 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 20 CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. B`= 21 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 337.60 FS 337.60 ,psi INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. R:Mjtmw �-Jm k CONC IL:L,--Jr INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. (91- RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. t w CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. w 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. — — — — — — — — — — — — — — — — 0-- CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 27 i J 11 ' KE IVE 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINEER. ftico-... _ff 1 1' 0.98% - , 'to no E (3311.13) TC CL DWY,-# I FOR-PROPOsED IMPROVEMENTS WITHIN O7 -- CONST. PCC STAIRS IN THE LOCATIONS SHOWN SEE LANDSCAPE PLAN - - - 3 _ s 3 TC E PUBLIC R W ATJbT Sa- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). a INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. - STRL i0 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. 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. _ 13 INSTALL NDS ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES RECOMMENDATIONS. 14 SEE LANDSCAPE PLANS FOR FEATURES. 337.45 FS 16' i; 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 20 CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. B`= 21 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. 337.60 FS 337.60 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. 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. (91- RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. t 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 19 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. 33E 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. M M 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. 0-- CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 28 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. PAD NOTE: TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. Lo I- W W r Cf) FF= 335.60 UJI PAD - 335.10 L TRII- .5 a 7 N f vim wolf 6 35.0' N 2% 0 0 PIP 17 - A-k 4 II LOT 7 R FF= 335.10 PADai3k_86 16' 2% Vo 1 ' W-31 � i t N -3 ' 80'x15'X1' MIN g NW58'570E 112501)1 lie PIP 1.93 FG • •i � ,�1��7 � F��y, rVL!S1 1. 1 i ® it .. • � X1111 __ � '. 1 •emu ► —yy ' it 11 r I r! \I ��i \ %��I ■R i :i ■i� i i- T,I�1� li■I i� i �J I �ri� �i�■i , �i i■i�i � �� ■ICI rli ` � .1 �l•� I �� v�� - s?s8 331.93 331.43 FG �[wlM �.4�1 ;100 ��i ,: ; � • �' • �-' �� Sol ills 80'xl5'Xl' MIN 25+37.84 ® 327 -- ® •0 RG ® '1 ® •1 '' alG 324.00 1 319.90 INV 24 321 10 INV 24 ,� !t s. .1 •• 1wF= �■ .ii `; • �� LO � _ — _ - C�eC A —e - _ • —e -=ter - — — — — - �I'� l— _I • (. * .. - i i - A�i - � ate- � - - APPROVALS OF . s- e GRADING PLAN FOR: ! • DISC IN CURB 1264 LAKE DRIVE PLANS PREPARED UNDER SUPERVISION OF REVIEWED ov, LOCATION: NVV QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: T, L6L) I CITY VENTURES RECORD FROM: CITY OF ENCINITAS R.C.E. NO�: 33520 MASIH MAHER, C42519 GMEG S019LDS I ELEVATION: 323.983' VERTICAL: AS SHOWN ct 12 7112, DEPLITY CITY ENGINEER 260-212-18 VINCENT W. SCARPATI -- ' -- • • 06/3012012 !. !. • 10-028 !- !• !•�� to ro rn IT IT Lo J 0 Do CID �CD 0� 0d UW FZ O ° a s ,m,,...-- _.._.�._._... -. __.. °-^ CONSTRUCTION NOTES. - « w « _- - 1 CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4.�'� - ' �- " z7 +a �I . z +oo LAKE DRIVE CONST. SDRSD 6 SEPARATE CURB ONLY PER STD DRAWING G -1. _.,_. .__ ... ,_- _ _ 29 00 , w 3T}• 00 _. 31 +b0_,; +89.92 ` "- �� "" 3 CONST. SDRSD 4 THICK SIDEWALK PER STD DRAWING G -7 AND G -9. -_. _ .... _ __ _ _ - _ ..,. _...;_,.._ ._ _, .. -_." "► -_-._ ..___. __.._.. CL DWY 20.2' „� _..._.____..____.. 28 +16.37.._..__ 26 _ 29 +22.23 � a -- r-- -"�-�_ __. 4 REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. 340.57 TC 339.59 �26 - - -- °` "" __.._. CL DWY - - �'`" 30 +63.42 SEE' PUBLIC STREET IMPROVEMENT PLANS a�� 0.98% - 340.07 FS -- ' " "` TC 1.05% 339.41 .TC 338.13 TC 26 20.2 339.09 FS 337.91 TC EXEC &G -- 26 CL DWY i FOR PROPOSED IMPROVEMENTS WITHIN 5 CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN ` "" 338.91 FS 1:051" _- - (336.63 TC _5. - -- _ _ .m._ __... - 337 63 - ° 30 336.44 TC THE PUBLIC R W a , 337 47 FS EX AT &T� EX AT &T _ _,,�__ ( 336.13 FS 1.19% _.._. FOR SCORING PATTERN AND FINISH. ._ -_ -._.__ ___ �, _ ..__ _._ -_� -. , -- 335.94 FS " -6@ - 1 m w_� __. . - __,_.__. ._ _ :_n _ _.T_..__. _ 3 - __._.__. -. . _. EX BELL 6 CONST. 4 THICK PCC SIDEWALK IN THE LOCATIONS SHOWN SEE LANDSCAPE PLAN _ .__ ._...__._.__ �_._-_ -; .__.___. -_ - .. «._._._..._,_ • i_; 3 _;_. _ �._ _ ___ MH 1 Gf _..____ -__.__ __ .._____,___ ...__. _ r N00 58 57 E 125.00 _ _ .._._.._._ ,._.L_ ...__..,__.fig.__ __.__. _. _.__ ;v_._ .. FOR SCORING PATTERN AND FINISH. N00'S8'57 "E 125.00' „ _ ,/ __... - ____._,__ _._..._...... ..1 ___.._. 3_ _ 7 CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN I J ` _ "' F 5' WALK $ �B 125.00' i y N00'58'57 "E 180.45' D X PCC 4 �' 339 00 338.3 L J L J EX 5' WALK - 8� CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4' AC /6" CL II MIN). DRIVEWAY EX R/W 338:15 F ± 336.82 FS 336.63 FS EX STRL N89 38 06 "W 0.88' INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. 16 ;S I I M EX XFMR ,. EX CATV ( i EX RAIN - 4 10 CONST. 5'6" HIGH MASONRY SCREEN WALL TEXTURE, BLOCK COMPOSITION AND COLOR PER I 16' 338 -00 LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. r 11 INSTALL 12"X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. - " " «'w�° 336.10 FG r 5 _ . __ _.. _ se 1 r 1 5 �.� 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. tO� I I 337.00 eF = I 5 13 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH I 336.76 I aoo € I 1 f 6,a r FN I MANUFACTURES RECOMMENDATIONS. { 14 SEE LANDSCAPE PLANS FOR FEATURES. 0 336.00 I 16' I I 16' - GB- 337.10 FG ¢ 10 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. ( { I I I 337.76 FS 0 43.1 TP o I 334.91 FS 334.60 FG O 332. p0 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. c 33 1 FG 1, �� 334.68 FS 334.47 FS 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. Rr% � ,ri 334.39 FS 1 '� 2% M, FL 332.85 FL 1915' _ L� �' o° FF- 335.26 40 20 FG i 333.10 FG - 18 RAISE WATER VALVE TO FINISH GRADE W.AS. STANDARDS. 1 FS M �% M N �s �% _ 3 G FF= 332.76 '' " 337.04. FS A �- o � �� PAD - 334.60 �.' �_.� 333.32 FS PAD-M110 3 .39 FS 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN EMBED 12" MINIMUM. 337.76 FS ``a N 334.91 FS 333.20 F PILASTER' �� 1` 334.68 FS (TYP. I 20 CONSTRUCT SDRSD SID. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. 2% ® 9 334.60 FS I N S 2.2% 331.43 FG € M 2% ,� 2% 333.64 FS 333.12 338.00 TP 33216 FS I 21 CONSTRUCT 8' THICK CL -II BASE ACCESS ROAD ON 12' THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. j I I `nom 15' 332.00 F 337.10 FG 334.04 FS 334.60 FG ., ; ° - - - - -Og- 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. Cp� M o 332.76 FS 9 - VlY a u c 332 26 FS _ _ 335,34 c� 0 1 334.73 FS ' 332.56 FS "4 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. f I a Co$ �, _ S 6 ° i n # 15.2' 2.8% �g°I° N ^ 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 335.23 FS ! "� 2% fi 5 ry� \ f M 2% Mr M ) II N M I 333.762. FS 331.74 FS M 331.56 FS d S ' 16.7' j,- 25 CONSTRUCT INDIVIDUAL LOT BID- RETENTION BASIN PER DETAIL, SHEEP 7. 333.10 FG Qo o- n� 331.56 FS 332.2 FS d j 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14A. i �NN I cam% ® 2.0% [ 10 331.50 FG i 44 +N 332,23 FS 6 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 3 �- LOT 6 9 _ I `° 332.23 FS 6 1 FF= 335.79 ( O 28 INSTALL PRIVATE 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. PAD - 335.10 -H+I T I - TTM -336.1 11T_ 1 FF= 335.26 29 CONSTRUCT SDRSD STD. C -13C TYPED REINFORCED CONCRETE RETAINING WALL. (H =2.5' i 0 ( ) ) 1H 1 PAD-334.60 "� { 332.10 FG N rn 3 2.29 FS �k II=I *1°# N=1 �N1 L O T 30 INSTALL SDRSD STD. D -30 HEADWALL. 1 i 2% 4# - - 2% 11 i 3 y N} I 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7' D= 4.74') I ® o FF= 332.76 °' FF= 35.76 0 PAD--332.10 a i I p w 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & S= 0.005) 0 I i j 334 3 FS >= a°io I =333.1 " L;55 t IT ` I ______ " OT 9 r .10 .FG _ - z �* FF= 332.62 NO 33 INSTALL 4 PERFORATED PVC PIPE PER SECTION. 334.60 F I ; + H N=I +H PAD =331. D -F T:O - _ _ 34 INSTALL 6" NDS TRENCH DRAIN ® 334.60 FG N p _ M=N - 1 i 1 3 24.4 ?. I ET 35 INSTALL 12" NDS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN Z*2 - 332.76 N N Y 36 INSTALL 6" NDS ROUND GRATE ® d5' 331.6 Pi2.i _ LIJ M W - D 334.60 FG 332.10 FG o L.6L r 15' f _ '• D- FOOT:1.1' - FOOT:1.X-2.1' _ ft LIMIT OF STREET PARKING (u N 331.43 FG I ,` s + t 6 p w 32.29 FS Lu 127.0' i go f , 0 Z FF= 335.2 15' 332. o { ?�h . O .. j I - o wa PAD =334. w TTM-- 3.1 I I I I I I 3 I i 5'! A .DRAINAGE PATTERN F F 33 DEEPEN F-OO TNGS 30.00 0 0' 0 2. PAC) 339 DEEPENE_O S 332. 1D FooT:2.r 332.50 FF= 332.26 NOTE: : <n 33196 FG 11 N . °. w � ' I ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTU E AND 3� Lj uj i 329.00 w w FF 332.20 1 o REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BID- RETENTION SIN. � o � w w THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BID- RETENIO BASIN ENSURING ALL RUNOFF IS COLLECTED AND TREATED. 0 331.43 FG 30 661, FF= 332.62 33� 331.53 BBB, 8.6 FF= 332.62 0' _ ® DEEPENED FOOTINGS PAD = 331.96 PAD NOTE: A Ja �t 32s.4o Fc 2so' _ TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 331 328•g0 ' - -- ------ BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. J 0 80'xl5'X1' MIN 25 +37.84 # 33� 80'x15'X1 MIN # 23 328.00 TG 32q.oc� 3 50 TG 25 Z a 326.60 TG 23 80'xl5'Xl.l' MIN I 5 50 Fr # 327.00 FG 25 326.50 FG `' 1 323.20 INV SUB 327.00 I ^« u__j 324.00 INV SU 323.50 INV SUB 22+37.61 319.90 INV 24' 1 1 I " 327.50 RIM 329 p0 - _ .._ -.,: - Q _ _ __ 24 3 326.50 FG o F x ,,,, = 327.00 FG I P y ( 326.50 FG ,_' '� � a -9.9 f SCALES 1' =20' �" ` 9 ILASTER C- a .50 FG, - - 335v00- TP - - - -` .. - .n`--' <U P 327.00 FG -o ti,1 - P.- - „ - - - x, 33.500 TP r 329 OOti G 329.00 FG ( S00'05 06 E ✓777, __ . ._ _ -_ -_. Ys • r y -; 3 27.5 FG iv I 0' 10 20 40 , �' N00'05'O6 "W LIM .`P _ _ - - _... . OFESS /p MIN �� w �.� _ i�1= - . _.... Q N 25 S <^ � - - Q _.._ -_ _.r -, ._ w _ 30- znss BURBANK y .. _ _ �. .., ----- �:Pr,.M � _ - ._,_:_. _. ___ � � "•� x 28.00 .r - __ . yeti _ _. .. � _ _ � ....,�.m,a, a � : � � .. _ .. n- .�.. _� 5.00"'FG _ _. � 328.00 � 3. �. 4 s c+ __,. 4 P _,_,. _, ... ._ - °_ -_.__, _ _.__ F0f7IHILL RANCH CA 92610 _.,._...__.____ � _- ..._._ . _.,_ .... -- __ _____._....- .___._.____ - . ............. «_.._ _. _. " . �. 7 r T. 949.916.3600 No. 33520 - ...,., rte' �s - r - CONSULTING, INC. F. 949.916.3806 . Exp. s /3a /sols . r` ' r > k �x = .. «�_ CIVIL ENGINEERING CVC-INC.NET CIVIL LAND PLANNING & SURVEYING ��OF � /L IVEw S NECf SPECIAL l DISTRICT w PPRGV I DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE UK K vvV ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 1 RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION I'21C(1 I A. A5 �111LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: (9 O S RIS IS CGY41IU11 10" DESCRIPTION: QUAD BRASS LNG IN CURB ,/1/l �^ 1264 LAKE DRIVE _ As-QO11-f Az vv _. '50W '7 • I 1.4'6 ' �7� S LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: tI -?�'� I �l RECORD FROM: CITY OF ENCINITAS 7 U / - MASIH MAHER, C42519 For GcEivu AaurM CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN R�IAW Qfi"�h)Ef? DWC )k_p1( A_ R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 NO -bgIVA T VINCENT W. SCARPATI EXP.: 06/3012016 DATE DATE 1 2 0 1 1 4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /ETA SHEET 4A OF 42 AS -BUILT BY DATE � _ W W W - - - - -- W - - -- U' W cn 23+ Q 24 +00 `� LAK ICE < <O 27+ CONSTRUCTION NOTES: _ S �s s M, _ �.5 +0o Q 26 +00 _ t LIC STREET IMPROVEMENT PLANS 1� CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 4 N- 3 FOR PROPOSED IMPROVEMENTS WITHIN - -- CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. 344.50 TC 343.50 TC THE PUBLIC R/W v CL DWY2 20.2' - -- ----- - - - - -- ------- - -- =00 FL - 342. 340. 3 TC 26 - - 343.00 FS 340.57 TC -- - - - - -- 41196 FS - - - -- - - 340. 3 FS 0.98% �CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. - - - - -- - 340.07 FS t r-- - - - - -� - -- CONC ----- ° - - - - -- 343.52 FS - -T - ®- 342.54 N - - - -- - - - -- --' - - - - -- - - - 4a- REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. N00'5W'57 E 60.86' - -� - - - - - - - - - - - - - _ 3 s.00 ___ 0'5R'57 "E 99.94' 1 CONC - - 5 - CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN L40 TW 349.30 TW 1'srso C1 I �np I N00'58'57 "E 125.00' 350.10 TW 171tJr FOR SCORING PATTERN AND FINISH. 3 N - - -- EX STRL 345.90 FG 343.18 TF 2 344.60 FG 343.80 FG � �� f" � � R W � EX R W " 14 �i "? -M C9 ^� - / / EX PCC •� ) CONST. 4 THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN FYSB d ra0 00 R DRIVEWAY 30` FOR SCORING PATTERN AND FINISH. fYSB X91 ~' O v CS 00 •'SrO M f1573 r n CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN R �M M 343.2 348.0 346.40 TW " 1 342.93 FG E CURB 14 � IF 339 16' 8f�-- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN }. 342.83 FG ®. 347.65 TW 1 58 Ci0 34316 T 341.6 FG l0 .10 FG 343.16 FL 5' 18 342. FL 0 - 9 g 341.15 TF €N CURB 346.40 TW � 10 �- INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. FF= 343.60 342.15 FG 5^� H 339.40 TF ^e PAD=34.'k10 w 00 8 340AD FG ( 00 02 �. 00) rn o o p0 tn� l0 CONST. 6 HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 341.93 FG 347.65 TW cocv r c N r 347.41 TW LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 41.65 FL = 1% 341.55 FL 341.15 TF o v 340.07. 0 3 .11 FL 342.15 FG �°' "x �"" 34 . FG 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 342.93 FG _ f 2 337.45 FS G 339.93 FG 344.74 TW 5 PRIVATE RD 00 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. v 3 339 337 40 IF M - - -c- _ 7 338 30 F 336.93 FG ' 341.73 FG 15' 10 - 337.60 FS 337.60 FS o 13 INSTALL NDS ROLL CURB PIPE OUTFACE GRATE IN ACCORDANCE WITH MANUFACTURES I� S 14' °0 19.5' o� o° 1 ' RECOMMENDATIONS. 341.65 FL N U o [' i5' o6n rl 14 SEE LANDSCAPE PLANS FOR FEATURES. ` P =34 .610 - - 341.15 FL o ® rF ti 2 a FP�339101 ; MS 2% M'� s R�% cg 1 I I c� o FF= 342.40 `d �ZgQ rR o 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. I " I pAp- 341,80 N rn PA rn Oo 336.81 FS 336.88 FS ii °M° / 1 N 3�, +M M co 00 "' ae 343.41 6.95 FG 337.60 FS 337.60 FS o• S pl) 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. �I - rn rn m 9 �� 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. L11 F" I M o i °� m ❑ 9 2=z: rn 15' I � Cti z 336.91 FS ❑ 336.31 FS 337.93 FG 336.93 FG 336.66 TS t8 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. � I o / 0 ] ❑ n n _ �� i.37 ❑ 7 LU LOT I M / O rr�'- €n 337.8 Ft 33 336.11 FL 336.93 FG 19 PLACE RIP-RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. w z 15'- 334210 M 1 L " 1 1 � 336.417 FS 2% 335.34 � 1 p 4 STEP +m ao ( 336.48 FL /' M M 11 +43.66 S SYS& -M M CL D/W 1 & �* 336.63 FS FF= 338.60 ® 335.07 FS 335.07 FS ST 20 CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. N �'- p�p°33810 15' 335.07 FS , 1 ' 342.07 FS ao� 4.596 336.61 FL 6.51 FS ❑ -__ M S I F= 35 +,�� 338.31 TC 337.14 FS n 0- CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% D D SITY.I E .85 7M M 336.92 FLT 14 FS N r 342. FS <; MM 4" - P N 338.07 FS 22 INSTALL 18" HOPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. I 0 g 12 = 337.14 - d 00 341.30 FL ^ rr �" 7' AD= '336.64 I F- M 5 � M FF= 339.95 ® v7 " E2 ,� cs a °r'• 20.6' LOT 6 � 23 INSTALL 2X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. N 1 e I P •45 &4)9 r ,n ,� �- c�.i } M W d I o 342.06 FS +r- d M M o+ 342.2 FS ,., ,., m FF= 335.60 OD _ (E)- INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. I 34185 FS t6 COP � M ^� � PAD- 336.90 i° P 'O � 00 M M m FF= 337.40 ui @- CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 0)MV PA (o 'o N M 6 336.87 FS p Lu FF= 342_.14 ae ±�; +a `�' _ c/) e -w PAD- 341.64 ° 6 -M M 2 M ih 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. I c0 aEi Cl3 a H� pg & o 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. v N t `" o .` 4" P M I 334.48 TF ° v + to ] D FF 35.60 0 FF= 342.60 _ �n~ + r F L 0/ 5 3 �0 00 28 INSTALL 24 HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. I - o rn o v M M i i C8 FF= 337.40 (o °' 334.4 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINEER. . 90 %:m.90 -. '. O9 340.00 5 "' ' W 1 ❑ o `Z" 339.00 0 a°, o �� 00 24.4 LIMIT OF STREET PARKING a 1 25' ml �,�T �, z I 5 338.00 7 TC C2 to -" 14 +8 .61 337.14 TC 0 335.25 FL C10M M bd l 336.72 FL 331 CL A.P. ° 334.93 FG o: CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Cl 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' 2178 CIO 11,00 380180`00'02' - Cil 11,001 3,50180 °00'02° - C121 11,001 3.50180 °00'02' - C131 11,001 3.50180 °00'02' - 12 +90.31 12+4 o FF =33 .40 FF 335 60 14 +11.66 33.96 C 335.t4 333.5 P 90 15 PAD -=.tO 1 136.16 CL D/W 2 _ 334 FL EC - ^ry� �' 1 20.6' liM =33b6 J a 3 8.19 TC 337.42 TC CL� t2' 15336.16 TC 33 .54 13 +00 PROP 8" DW 333.51 TC C7 M 334.43 337.00 FL � 335.84 FL -- - - -- I r' � O 27.0' ' 18 1337.77 FL 14 +0 � .- S02'51'49 E _-- - - -T -- 335.19 RIMFRIVATE �� 333.09 FL 15 SS MH 13 +17.38 (PUBLIC) 333.32 TC M FF= 337.40 PROP 8" SS 14' 14 +12.57 12' 20' 25' 1 17 90 11' CL D/W 3 . 2 TC '6 12' 1 (PUBLIC 0 TC L D/W D /2 -L.P. 333.51 -335.1 TC TC PROP 4 HL O 5' FL C 1.76X (PRIVATE) � PROP 8" SS °� P5' i �' M ao ci o ao M 336.84 FS 336 55 FS 3 f (PUBLIC) "o rn r? o vin g m c� 37.70 FS 337.60 FS 4' WALK ' z( 30 00 M NM M o+v ` 3 Nm 19 SYSB �MM N pp N < L0 M 30B lfi' L01 11 �v o MMM I oo " SLOT M 33 333.473 FG -� 5 I PAD NOTE, E: 7 334.02 FS 5 ° I° 333.43 -FG----, cli 00 O D TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL' 3 BE MEASURED FROM APPROVED TIM PAD ELEVATIONS. �B c -GB- 000 12X155 co 334.06 FS �' �' �� 334.02 FS fi I 27 FF= 334.10 o° 333.06 FS ° M M j( M 333.14 333.58 FS I 15 PIID- 333.80 15' 3�0 O rn M M �� , 333.14 FS M n �a 2% 2% o SYSB `° LILI s M M M M i5 �a 334.14 FS y ( l5' 333.43 FG Z F" LLJ Z$Z$ 2% ° 333.14 FS 22 +37.64 - o. = rn �a 333.93 FG 327.50 RI rn o SCALE: 1' =20' M 333.28 FS 333.58 FS ® I I 24 318. z r W "' - I 33200 23 327.50 FG �2 ' O - - - - 1 m 324.50 INV SU z O r 0 10 20 40 � I II - O = N o FF =33 .10 I i - � 329.00 F j w z ai P 60 331.00 1.1' MIN N00 05 06° r 0 as = 25 _ 0�a Q4pFESSlO,y T N I I � , / x I _ ` - _ 00 �� w _ spy j LOT 11 M ° 333.93 FG ® I • le 7ECHNCILCM, SURE 154 y``� v 4� J , o� cv 332.43 FG x - - IRVINE, CAUFORNIA 92ele W ,y r^ FF= 334.60 M 3 N T 330.4 � No. 33520 Z PAD-334.10 M ^ 0 / 1 0 80'x15'X1.2' MIN T. "0.760.ee00 + Exp. 6/30/2014 * p I I 20 +79.32 / p8g� 05 06 CONSULTING, INC. F. aw- 7ee.ewis N FF= 334.60 1a -'- CIVIL ENGINEERING! I 23 327.80 TG LAND PLANNNVG & SURdEYMIG CVC•INC.NET OF �l \FO I� Go o SUB SEE SHEET 8 Z 6 0 327 - - ,� g 0 " / R 329.00 FG cnrn� w n�c=rr..�+� �+�+ - -- DESIGNED BY: DRAWN BY: L. CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE _ BENCHMARK SCALE " 4 w ., . R'e9 A . .�5"I K DK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES'DEPARTMENT DRAWING NO. yo- - - R IZ GRADING PLAN FOR: .S_ QV /Gt p� ' �Ak) I,I DESCRIPTION 25 "BRASS DISC IN CURB PJt► ►CTS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: LOCATION NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: 13' 2 -I L �^ ,� 12IT LAKE DRIVE . RECORD FROM: CITY OF ENCINITAS 7 y �6 R.C.E. NO.: 33520 MASIH MAHER, C42519 GR G S I LDS CITY VENTURES 10851-G ELEVATION: 323.983' VERTICAL: AS SHOWN Q4HN Qi�11NEtt DiiTE �i 21 (2 DEPU CITY ENGINEER 260 - 212 -18 DATUM: NAVD88 VINCENT W. SC RPATI DATE DATE . Z'' �'j� PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA SHEE F 42 No• 10816 EXP.: 06/30/2012 ASmS LT 8r -. - - -- -DATE j - CONSTRUCTION NOTES . ...... 1 CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G-4. 24+00 �j 25+00 1 -,, i 26+00 CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G-1. LAKP-�IIPRIVE Y� % N -------- tp iml��,�qititiw' 11 777777777--7---� IN I'M I ,:111 11 CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G-7 AND G-9. SEE PUBLIC STREET IMPROVE. T PLANS 7 G) J 26+89.92 FOR PROPOSED 4 REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G-11. PUBLIC N- (343.50) TC (344.50) THE F 1 20.2 CL DWY 344.00 FL 342J6, TC ---- -- 26 -43-07-\ "cm 11 a5-- CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN - FS (340.73) TC 340.57 TC '341.96 FS - ------ -- - FOR SCORING PATTERN AND FINISH. 0.98% n 340.�23 FS 340.07 FS CONST. 4 --- --------- " THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN NOO'58157"E SO 86' 1E], 0*5 FOR SCORING PATTERN AND FINISH. PILASTER 57' E,",99.94 3 CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN (TYP-) C 1 NOO*58'57"E 125.00': 350=.60TP 349.80 TIN 0 344.60., FG WALL 34380 FG su EX PCC CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4- AC/6- CL 11 MIN). I n - I e��7- Ex STIRL 2' WALL I �I.- L Sao I— -- P R/W W 04 14 1 C9 EX PCC PILASTER --INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. DRIVEWAY C, 00 10 + w) CONST. 5'6* HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 347.65 TW �?� 342.15 FG n 347. 10 TW 346.10 za T 343. 10 FIG EN LL C LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. CURB 10 16' 1 FG 340.10 FG 58 1 +56. 55 WALL INSTALL 12"X12" NOS CATCH BASINS IN THE LOCATIONS SHOWN. 343.10 FG 343.5858 43. 8 3.1 TIC 55 WALL (30 5' 18 R !WALL 345.90 TIN INSTALL 3" SDR-45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. E @ FF=343.76 340.40 F C3.()O PAD=343.1 00 1 5 co INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH 6' WALL 348.15 TW :21 C:)Cn C) c, ui� 342.10 FIG co kg @ CL CNI r, MANUFACTURES RECOMMENDATIONS. FL 342.15 FG 5.0' - = :1� C>-d- 341.55 FIL C) 341.11 FL n r) SEE LANDSCAPE PLANS FOR FEATURES. - 17. cc L 343.10 FG/ qq- WALL 00 44.50 TP 337.10 FG 37.51 FS P 115 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. l- I (- (�)-\ PRIVATE RD 337.04 FG - 7. 1 ii .41 347.65 TW 551 WALLF 3 3 LLJ i m INSTALL SDRSD E-1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. Lu I n 342.15 FG 34 80 GB- 33710 FG 342.00 15' 10 337.76 FS 337.76 FS 19.5' 33 30 3.10 TP 14' 337.04 FG 042 INSTALL SDRSD CURB OUTLET DRAIN D-25 IN THE LOCATION SHOWN. 341.65 FL I i " - %-'> 15,F 04 1 -0 FF=337.70 15' 41� n Z�34 .76 341.15 FL 0 n 2% LILJ 10 ZIQ I I) (D m PAn=3M- 10 vi E2 PAID RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. cf) CD C-4 OR u- 04 . . . . . . 04 FF=342.56 r 2% I ring u- 336.97 FS PAD-341.90 C7) cn LO PLACE SDRSD STD. D-40 RIP-RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. c� tLithitLittit 1`� !1� n 0) &- i� I + 00 00 337.04 FS -11'4 P00c) 04 +H±LI±Li±H+ --,-+I -F-5 PI) 06 (6 b 337.76 FS CONSTRUCT SDRSD SID. D-7 TYPE F W=3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. n n 337.76 FS Litt @)�- be - I I - btl p "" CONSTRUCT 8' THICK CL-11 BASE ACCESS ROAD ON 12' THICK COMPACTED SUBGRADE 95% REL DRY DENSITY. - �I �: 1 8 1 0) 337.90 FS cm 00 1:1 I - I; ci 1, 33 1 337.10 FIG 336.84 TS 2% -9 INSTALL 18" HOPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY 00 338.10 FG Y STANDARDS. CD / z ILASTER'� 338-3f TIC - FS ❑ u- LOT i CD INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. b) 337.05 FS 36.65 FL 337.10 FG 00 FF=342.76 OT 4 �337.8 FL 1% 334.77 FL C)N Z c" 1 1 7.8% :CD 00 11+43.66 FF=338.76 ce INSTALL SDRSD STORM DRAIN MANHOLE D-10, RAISE RIM TO FINISH GRADE. 4" STEP r13 V- L334.97 FL/ qd- 3,16,97 FS -- 6 PAD=M10 335.23 FS 335.23 FS CLD/W 14 CONSTRUCT INDIVIDUAL LOT 810-RETENTION BASIN PER DETAIL, SHEET 7. WALL C) 335.23 FS 342.23 FS 5.5' 9 � u 3.51, 0j 336.77 FL 337.10 FS 336.63 FS 15' A FF= 0.51 3 CD 337.30 FS 337.30 FS CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G-14A. PAD--=.85 336.92 FIL 342.46 FS 10 14" ST P 04 CN FF=337.30 ni CONSTRUCT BIO-SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 11, 6 PAID-336.64 J 341.30 FIL CIR 5 FF=340.11 6 04 Lu C14 PAD-3TM.45 cf) 0JV.LJ FL m LOT 6 INSTALL PRIVATE 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. 20.6' n 6 tn C) 342.22 r 70 342.39 FS to 1 335.90 FL FF=335., 9 CONSTRUCT SDRSD STD. C-13C(IYPE D) REINFORCED CONCRETE RETAINING WALL. (H=2.5') 342.01 FS PAD-M.10 (",a cm, FF=337.56 C/) r T111111=3315.1 16' C-4 OOH IPA LZ a. rH PAD=336.90 Lu 00 ro 337.03 FS INSTALL SDRSD STD. D-30 HEADWALL. K5c( "rl) n (6w cj 6 ILLI CDC( I mco cq FF=34?.30 0 +q4 ui +H=H4H+ C-01 PI) -2 CATCH BASIN. (W=7' D=4.74') AND CONSTRUCT 4" TO 6" GB - PAID=�41.64 6 wl 1 2 , 31 INSTALL SDRSD STD. D TRANSTION. rg 4 q T 04 0 co INSTALL 15" RCP DRAINAGE PIPE. (L=6' & S=0.005) C-4 341.20 TIN 04 FA rr n FF= 35.7 0 338.90 FG + En a- n �n INSTALL 4" PERFORATED PVC PIPE PER SECTION. F=342.76 PO Aw 00 OR CD z C-4 to 7 V.Ju I q i:L6 d: ka -,no An LO PI) 0) -n to C8 n FF=337.56 rn -) I r) uj 340.00- c9- LIMIT OF STREET PARKING 5 4c) IM9.00 CDLO 24.4' .5, WA CDI-) cy) 33B.00 335.67 TC C2 U) -84.6 337.14 T&- ITS -n 'n PT 5 04 T A:PI4 5 1 , -L� in u DRAINAGE PATTERN 336.72 FL 69%, - ri F, CL A.P. &� 12 +90.31 12+42M, 0- FF=33 .56 C FF 335 76 33 A 333.58 PAID-M.10 335.14 , FS 13 82 EC 15 NOTE: 14+11.66 12' 15'33 .1 TC 33,.5 u aJ4. /Z FL L Trm 20.6' -334.6 i R 1Q �Tr. CL D/W 13+00 337.00 FL Cq 335.84 FL 333.51 RIM ONE-FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND 337.77 'FL It 14+ - -�i- - - I D8 13 1- - -- - -, - - - - I - - ROAD Tr. CR 127.0' S02-51-49 t -- ---- 333.51 7 J REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BIO-RETENTION BASIN. 11E 335.10 FG +- - - 1 335.19 RIMPRIVA 333 9 FIL THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BIO-RETENTION BASIN 15 12' H 13+17.38 3.32 TC A. .90 TP '0 14+12.57 20' Ps I ENSURING ALL RUNOFF IS COLLECTED AND TREATED. 12' PROP 8- SS CL U/W 335.10 TC SS CO (PUBLIC 13678 336.49 TG 8, 7',E V 27.91 33,7 j FF 336.36 FL 339: n-7 0 HL PAD NOTE: 32 w (n 02A'D < 6 TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 51" to FF=337 56 U- BE MEASURED FROM APPROVED TIM PAD ELEVATIONS. �31 tltl(UV tb$ C) 00 PAD-3N. DDECE 336.84 FS 336.55 FS (PUBLIC) Iq q 4 ul t) FS/ 337.60 FS LO cn 30 N83*33'06"W F -d- 00 p! LO 33.8( TTmm 00 3 u- CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Cl 47.05 30.00 89*52'050 29.93 C2 45.11 30.00 86*09'290 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 CIS 17.17 30.00 32948'02' 8.83 C7 109.60 42,00 149031102' 154.15 C8 16.00 30,00 30*33'30' 8,20 C9 46.90 30.00 89034'14' 29.78 cio 11,00. 3.50180 °00'02° - cii 11.001 3.50180 °00'02' C12 11.001 3.501180*00'02# C13 11,001 3.50180 °00'02' 4' WALK !i 00 fl) n C-4 27.88 INV uj C-j r� • q* 00 C.) +.4- LO r� r1) 333.73 FL c%I 1) 16' LOT 11 C'An n OT LO. 5 a- '8� LO 33.43 FG C6 r-� 333.43 FIG 334.02 FS 5 & r, CN SA SEE i FOR LOTiO n W=7' C� HAADSCA 9 334.06 FS In r- c);s 1�1..4 SCALE, 1'=20' n .4 . @ FF= 334.06 FS r- w F"j D:2.5' (3 30 01 C, I n 334,30 FS 6 ri tn 333.58 FS D 334.30 FS fl) 2% CiL 2% to FL n 139.50 TP 0 10 20 40 11 rn 1 3 Et 2% 11 333.50 FIG 334.30 FS 333.43 FG C" 334.14 FS 22+37.61 9.()o U-! 334.10 FIG 333.28 FS 33 327.50 RIM 3 24 x 328.60 TG nj 324. 399 U-1 INV IR" Lu FF=33 .27 NO 0-05'06 FESS- U) 60 7.50- 7W �-Rmm Lu 334.10 R IQ LOT 11 cm 27156 BURBANK to FOOTHILL RANCH, CA 02610 c*4 \L3 �-60FG FF=334.76 :15X1.2' MIN • =H+I PI T. 949.916.3800 > No. 33520 rj PAD-334.10 " Of =oil --1 ------ 7 329 F. 940.916.3805 CONSULTING, INC. Exp. 6/30/2016 CIVIL ENGINEERING =H+ FF=334.76 CA) Ili - CVC-INC.NEr 328.70 TG LAND PLANNING & SURVEYING Civi 4 p T -334.10 + - OF CALIF LI z 3 1 4 32900 Fq =U= ;5.00 TP 4: PP4 F4 T. SEE SHEET,l =H+l Z 6 N �.1�0000#w I T=j =ra 3 1 t DESIGNED BY: DRAWN BY: 1 CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPE6'*I= BIS9FR'egF*PPReV* DK DK vvvb ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ADDED SIDEWALK, UPDATED DRAINING, AND GRADING DESCRIPTION, 2.5" BRASS DISC IN CURB P05 lautin�5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE AppEn out LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: AN- Lor JYAA0&CA,4ff -liff ISA M - AA 1 2 IS RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 FoveGL04N Aqum CITY VENTURES 10851-6 4c z4ti ELEVATION: 323.983- VERTICAL: AS SHOWN R.C-E. NO.: 33520 NAVD88 QqRV3 z1vNee �PA� 260-212-18 DATUM WO. biBlib-A ��!' VINCENT W. SMARPATI EXP.: - 06/30/2016 DATE DATE Jz/q/14 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN1EIA SHEET 5A OF 42 A S m B L01 Is LT 8y- -DATE_ CONSTRUCTION NOTES: 1� CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 2a- 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. 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 8� 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. 9 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. w. E7 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. C9 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. 20 CONSTRUCT SDRSD STD. 0-7 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' & 5= 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: 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 W/ TYPICAL SECTION W/ SLOPED TRENCH WALL VERTICAL TRENCH WALL REPLACE AC W /SECTION 1 " TH /CKER THAN EXIST /NC FINISH GRADE OR 12° SAWCUT FINISH SURFACE I `� ►I EXISTING AC �AE�o m�Zti o ZoQ, � UW W = PIPE DIA (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 G1 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 1600 30,00 30 °33'30" 8.20 C9 46,90 30.00 89 °34'14" 29.78 910 11,00 3.50 180 °00'02' - Cil 1100 3.50180 °00'02' - C12 11,001 3.50180 °00'02' - C13 1 11,001 3.50180 °00'02° - o o + - �O= DO 21+00 L� SEE PUBLIC STREET IMPROVEMENT PLANS --- _ "' ✓ i , 1 - ' I FOR PROPOSED IMPROVEMENTS WITHIN THE PUBLIC R/W 350.5 TC t_. /3--4-9.55 _- FL 4 3 0.04 FS / N00'58' 8 . 355.95 TW O O 349.95 FG O O 10 354.50TP 346.73 FL l f I I boo kOQ 347.10 FG Ir 341.38 TG 11 4 ; ,� '�' i 35530 49 FG 340.37 INV 342.60 FG 349.2 F j I FF =347,7 1 i 1 PAD=347,10 ; � �j 3 �,£ I ` I I \\ �1 TFM =344.1 ,t-(Ja1CT VA N:i✓ 1 12 11 341.43 TG 12 \\ I 5 340.43 INV it \•; 11 r 1. s' I ~o° (I , 346.10 FG 347.10 FG 345.49rFL 1 cq r N x t . t j 12 (7 ( M P . It J 00 v 1 %345 .14 TG (T - F �, "' r 343.00 INV i 11 o€ 12 M f ,; �; I rn f 3 t I � 1 o ii 0) 11 342.60 1=fl G 5.4' , ao �. R �j Z - �r LOT 2 0 I ¢ I�� I o o co I 15 FF= 343.26 M ON I 2% PAD=342 I, 1 } 0 0 + LOT IA FF= 344.12 PAD-34&46 N FF= 343.66 PAD= 343.00 54 I TP R 1 343.48 FS 14 .0 FG - - 343:- 38-F&- - WALL ;o Ni ro M I 343.03 FS 'Cl 1! 11 341nF� 10 FG 1 343.03 } 341.76 341.56 FS s ® I i I i 341.43 F PILASTER I 341.23 FS (N I I =s 341.33 FS . ._..- -66- 12I I - -- I I 16' 1 I C) 1 % 12 340.19 TC'," 339.77 FL W 3 wa :- ". \ ND OF WALK ' -- I ^ 13 15 +17.87 z CL D/W 15+03 340.22 TC 340.0) 339.80 FL HP PRC339.6: 341.6 FL HP U- 00 . �O FG 1 I1 to I� I; 1 I1, X1 Ij 144.1 I: ! I1 N +� i Ij •- 1 �' o CD Ci I I a 'I 2% N I N^ N7 M 5 I U- I t n a o I I 12, I 340.08 TC 15 +26.69 LQ 339.86 FL 339.21 FS 15+01 20' PROP ED SS EASEM NT RAD - 1- - - - - - 339.69 TC 15 +26.89 3i - 339.27 FL 339.06 FS EC 3 6' _ _. C4_- 339.46 -TC _ 14 +98.92 4 66 G - - -- - - - 339.04 FL PRC 338`.23 TC -' 10, 339.37 TC 337;81 FL 338.95 339.13 3C 338.71 FL 1 r 3D.00 - .. �yx �� . 3 1 338.78 / J 338. FL 25, I MI 23 J_L�_ == = 338.191TC 337.42 T r--\3,7.77 FL 49 F + $02'51''49 ""E E PROP 8" SS i. 12' ,(� �(PHRIIr.I 336.84 FS FS 337.60 FS`. 4' WALK 7 L cn w UJI cn H w _ °. w ;tl o0 334. ;w i I >i , wa Zo M 6 M �� 334.30 1 335.35 FG Q 335.41 FS - DOI � M t o I 335.02 L m 1 333.73 FL p" w I PILASTER ��"� ^ �a 2% II 334.1 (TAP.) `h 335.68 FS�� _.." QROFESS /pp q MEN" 27156 BURBANK �t�� W . SC��y�, t 5�' I ! I LOT l 2 335.72 FS 1 334.82 SCALD 1' =20' it -� � PI 334.09 FS FOOTHILL RANCH, CA 82010 2 �A l NEa�: ",I I 44:00 TP �R� 33 ", I 9 T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3805 ♦ :xp. 6/30/2016 s SEE SHEET 7 CIVIL ENGINEERING cvC- INC.NET c /v1� �� 0 10 20 40 LAND PLANNING & SURVEYING OF CAl1F N E w S NEST DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 1 45 �11LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE REVISED WALL PILASTER HEIGHT & GARAGE GRADES DESCRIPTION: QUAD BRASS DISC A CURB DATE: 1 % -2.S -1 t / V l• /v S _ 1I 1 7��g LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL AS SHOWN CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS 7 s / MASIH MAHER, C42519 Foy, 6LENN PROSM ELEVATION: 323.983' VERTICAL: AS SHOWN Qu,M brIIme R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 No. b616� VINCENT W. SCARPATI EXP.. 06/30/2016 DATE DATE IZ q (4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 42 [ASwB'U1LT / N00'58' 8 . 355.95 TW O O 349.95 FG O O 10 354.50TP 346.73 FL l f I I boo kOQ 347.10 FG Ir 341.38 TG 11 4 ; ,� '�' i 35530 49 FG 340.37 INV 342.60 FG 349.2 F j I FF =347,7 1 i 1 PAD=347,10 ; � �j 3 �,£ I ` I I \\ �1 TFM =344.1 ,t-(Ja1CT VA N:i✓ 1 12 11 341.43 TG 12 \\ I 5 340.43 INV it \•; 11 r 1. s' I ~o° (I , 346.10 FG 347.10 FG 345.49rFL 1 cq r N x t . t j 12 (7 ( M P . It J 00 v 1 %345 .14 TG (T - F �, "' r 343.00 INV i 11 o€ 12 M f ,; �; I rn f 3 t I � 1 o ii 0) 11 342.60 1=fl G 5.4' , ao �. R �j Z - �r LOT 2 0 I ¢ I�� I o o co I 15 FF= 343.26 M ON I 2% PAD=342 I, 1 } 0 0 + LOT IA FF= 344.12 PAD-34&46 N FF= 343.66 PAD= 343.00 54 I TP R 1 343.48 FS 14 .0 FG - - 343:- 38-F&- - WALL ;o Ni ro M I 343.03 FS 'Cl 1! 11 341nF� 10 FG 1 343.03 } 341.76 341.56 FS s ® I i I i 341.43 F PILASTER I 341.23 FS (N I I =s 341.33 FS . ._..- -66- 12I I - -- I I 16' 1 I C) 1 % 12 340.19 TC'," 339.77 FL W 3 wa :- ". \ ND OF WALK ' -- I ^ 13 15 +17.87 z CL D/W 15+03 340.22 TC 340.0) 339.80 FL HP PRC339.6: 341.6 FL HP U- 00 . �O FG 1 I1 to I� I; 1 I1, X1 Ij 144.1 I: ! I1 N +� i Ij •- 1 �' o CD Ci I I a 'I 2% N I N^ N7 M 5 I U- I t n a o I I 12, I 340.08 TC 15 +26.69 LQ 339.86 FL 339.21 FS 15+01 20' PROP ED SS EASEM NT RAD - 1- - - - - - 339.69 TC 15 +26.89 3i - 339.27 FL 339.06 FS EC 3 6' _ _. C4_- 339.46 -TC _ 14 +98.92 4 66 G - - -- - - - 339.04 FL PRC 338`.23 TC -' 10, 339.37 TC 337;81 FL 338.95 339.13 3C 338.71 FL 1 r 3D.00 - .. �yx �� . 3 1 338.78 / J 338. FL 25, I MI 23 J_L�_ == = 338.191TC 337.42 T r--\3,7.77 FL 49 F + $02'51''49 ""E E PROP 8" SS i. 12' ,(� �(PHRIIr.I 336.84 FS FS 337.60 FS`. 4' WALK 7 L cn w UJI cn H w _ °. w ;tl o0 334. ;w i I >i , wa Zo M 6 M �� 334.30 1 335.35 FG Q 335.41 FS - DOI � M t o I 335.02 L m 1 333.73 FL p" w I PILASTER ��"� ^ �a 2% II 334.1 (TAP.) `h 335.68 FS�� _.." QROFESS /pp q MEN" 27156 BURBANK �t�� W . SC��y�, t 5�' I ! I LOT l 2 335.72 FS 1 334.82 SCALD 1' =20' it -� � PI 334.09 FS FOOTHILL RANCH, CA 82010 2 �A l NEa�: ",I I 44:00 TP �R� 33 ", I 9 T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3805 ♦ :xp. 6/30/2016 s SEE SHEET 7 CIVIL ENGINEERING cvC- INC.NET c /v1� �� 0 10 20 40 LAND PLANNING & SURVEYING OF CAl1F N E w S NEST DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 1 45 �11LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE REVISED WALL PILASTER HEIGHT & GARAGE GRADES DESCRIPTION: QUAD BRASS DISC A CURB DATE: 1 % -2.S -1 t / V l• /v S _ 1I 1 7��g LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL AS SHOWN CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS 7 s / MASIH MAHER, C42519 Foy, 6LENN PROSM ELEVATION: 323.983' VERTICAL: AS SHOWN Qu,M brIIme R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 No. b616� VINCENT W. SCARPATI EXP.. 06/30/2016 DATE DATE IZ q (4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 42 [ASwB'U1LT Ir 341.38 TG 11 4 ; ,� '�' i 35530 49 FG 340.37 INV 342.60 FG 349.2 F j I FF =347,7 1 i 1 PAD=347,10 ; � �j 3 �,£ I ` I I \\ �1 TFM =344.1 ,t-(Ja1CT VA N:i✓ 1 12 11 341.43 TG 12 \\ I 5 340.43 INV it \•; 11 r 1. s' I ~o° (I , 346.10 FG 347.10 FG 345.49rFL 1 cq r N x t . t j 12 (7 ( M P . It J 00 v 1 %345 .14 TG (T - F �, "' r 343.00 INV i 11 o€ 12 M f ,; �; I rn f 3 t I � 1 o ii 0) 11 342.60 1=fl G 5.4' , ao �. R �j Z - �r LOT 2 0 I ¢ I�� I o o co I 15 FF= 343.26 M ON I 2% PAD=342 I, 1 } 0 0 + LOT IA FF= 344.12 PAD-34&46 N FF= 343.66 PAD= 343.00 54 I TP R 1 343.48 FS 14 .0 FG - - 343:- 38-F&- - WALL ;o Ni ro M I 343.03 FS 'Cl 1! 11 341nF� 10 FG 1 343.03 } 341.76 341.56 FS s ® I i I i 341.43 F PILASTER I 341.23 FS (N I I =s 341.33 FS . ._..- -66- 12I I - -- I I 16' 1 I C) 1 % 12 340.19 TC'," 339.77 FL W 3 wa :- ". \ ND OF WALK ' -- I ^ 13 15 +17.87 z CL D/W 15+03 340.22 TC 340.0) 339.80 FL HP PRC339.6: 341.6 FL HP U- 00 . �O FG 1 I1 to I� I; 1 I1, X1 Ij 144.1 I: ! I1 N +� i Ij •- 1 �' o CD Ci I I a 'I 2% N I N^ N7 M 5 I U- I t n a o I I 12, I 340.08 TC 15 +26.69 LQ 339.86 FL 339.21 FS 15+01 20' PROP ED SS EASEM NT RAD - 1- - - - - - 339.69 TC 15 +26.89 3i - 339.27 FL 339.06 FS EC 3 6' _ _. C4_- 339.46 -TC _ 14 +98.92 4 66 G - - -- - - - 339.04 FL PRC 338`.23 TC -' 10, 339.37 TC 337;81 FL 338.95 339.13 3C 338.71 FL 1 r 3D.00 - .. �yx �� . 3 1 338.78 / J 338. FL 25, I MI 23 J_L�_ == = 338.191TC 337.42 T r--\3,7.77 FL 49 F + $02'51''49 ""E E PROP 8" SS i. 12' ,(� �(PHRIIr.I 336.84 FS FS 337.60 FS`. 4' WALK 7 L cn w UJI cn H w _ °. w ;tl o0 334. ;w i I >i , wa Zo M 6 M �� 334.30 1 335.35 FG Q 335.41 FS - DOI � M t o I 335.02 L m 1 333.73 FL p" w I PILASTER ��"� ^ �a 2% II 334.1 (TAP.) `h 335.68 FS�� _.." QROFESS /pp q MEN" 27156 BURBANK �t�� W . SC��y�, t 5�' I ! I LOT l 2 335.72 FS 1 334.82 SCALD 1' =20' it -� � PI 334.09 FS FOOTHILL RANCH, CA 82010 2 �A l NEa�: ",I I 44:00 TP �R� 33 ", I 9 T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3805 ♦ :xp. 6/30/2016 s SEE SHEET 7 CIVIL ENGINEERING cvC- INC.NET c /v1� �� 0 10 20 40 LAND PLANNING & SURVEYING OF CAl1F N E w S NEST DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 1 45 �11LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE REVISED WALL PILASTER HEIGHT & GARAGE GRADES DESCRIPTION: QUAD BRASS DISC A CURB DATE: 1 % -2.S -1 t / V l• /v S _ 1I 1 7��g LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL AS SHOWN CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS 7 s / MASIH MAHER, C42519 Foy, 6LENN PROSM ELEVATION: 323.983' VERTICAL: AS SHOWN Qu,M brIIme R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 No. b616� VINCENT W. SCARPATI EXP.. 06/30/2016 DATE DATE IZ q (4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 42 [ASwB'U1LT 'I 2% N I N^ N7 M 5 I U- I t n a o I I 12, I 340.08 TC 15 +26.69 LQ 339.86 FL 339.21 FS 15+01 20' PROP ED SS EASEM NT RAD - 1- - - - - - 339.69 TC 15 +26.89 3i - 339.27 FL 339.06 FS EC 3 6' _ _. C4_- 339.46 -TC _ 14 +98.92 4 66 G - - -- - - - 339.04 FL PRC 338`.23 TC -' 10, 339.37 TC 337;81 FL 338.95 339.13 3C 338.71 FL 1 r 3D.00 - .. �yx �� . 3 1 338.78 / J 338. FL 25, I MI 23 J_L�_ == = 338.191TC 337.42 T r--\3,7.77 FL 49 F + $02'51''49 ""E E PROP 8" SS i. 12' ,(� �(PHRIIr.I 336.84 FS FS 337.60 FS`. 4' WALK 7 L cn w UJI cn H w _ °. w ;tl o0 334. ;w i I >i , wa Zo M 6 M �� 334.30 1 335.35 FG Q 335.41 FS - DOI � M t o I 335.02 L m 1 333.73 FL p" w I PILASTER ��"� ^ �a 2% II 334.1 (TAP.) `h 335.68 FS�� _.." QROFESS /pp q MEN" 27156 BURBANK �t�� W . SC��y�, t 5�' I ! I LOT l 2 335.72 FS 1 334.82 SCALD 1' =20' it -� � PI 334.09 FS FOOTHILL RANCH, CA 82010 2 �A l NEa�: ",I I 44:00 TP �R� 33 ", I 9 T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3805 ♦ :xp. 6/30/2016 s SEE SHEET 7 CIVIL ENGINEERING cvC- INC.NET c /v1� �� 0 10 20 40 LAND PLANNING & SURVEYING OF CAl1F N E w S NEST DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 1 45 �11LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE REVISED WALL PILASTER HEIGHT & GARAGE GRADES DESCRIPTION: QUAD BRASS DISC A CURB DATE: 1 % -2.S -1 t / V l• /v S _ 1I 1 7��g LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL AS SHOWN CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS 7 s / MASIH MAHER, C42519 Foy, 6LENN PROSM ELEVATION: 323.983' VERTICAL: AS SHOWN Qu,M brIIme R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 No. b616� VINCENT W. SCARPATI EXP.. 06/30/2016 DATE DATE IZ q (4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 42 [ASwB'U1LT 340.08 TC 15 +26.69 LQ 339.86 FL 339.21 FS 15+01 20' PROP ED SS EASEM NT RAD - 1- - - - - - 339.69 TC 15 +26.89 3i - 339.27 FL 339.06 FS EC 3 6' _ _. C4_- 339.46 -TC _ 14 +98.92 4 66 G - - -- - - - 339.04 FL PRC 338`.23 TC -' 10, 339.37 TC 337;81 FL 338.95 339.13 3C 338.71 FL 1 r 3D.00 - .. �yx �� . 3 1 338.78 / J 338. FL 25, I MI 23 J_L�_ == = 338.191TC 337.42 T r--\3,7.77 FL 49 F + $02'51''49 ""E E PROP 8" SS i. 12' ,(� �(PHRIIr.I 336.84 FS FS 337.60 FS`. 4' WALK 7 L cn w UJI cn H w _ °. w ;tl o0 334. ;w i I >i , wa Zo M 6 M �� 334.30 1 335.35 FG Q 335.41 FS - DOI � M t o I 335.02 L m 1 333.73 FL p" w I PILASTER ��"� ^ �a 2% II 334.1 (TAP.) `h 335.68 FS�� _.." QROFESS /pp q MEN" 27156 BURBANK �t�� W . SC��y�, t 5�' I ! I LOT l 2 335.72 FS 1 334.82 SCALD 1' =20' it -� � PI 334.09 FS FOOTHILL RANCH, CA 82010 2 �A l NEa�: ",I I 44:00 TP �R� 33 ", I 9 T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3805 ♦ :xp. 6/30/2016 s SEE SHEET 7 CIVIL ENGINEERING cvC- INC.NET c /v1� �� 0 10 20 40 LAND PLANNING & SURVEYING OF CAl1F N E w S NEST DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 1 45 �11LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE REVISED WALL PILASTER HEIGHT & GARAGE GRADES DESCRIPTION: QUAD BRASS DISC A CURB DATE: 1 % -2.S -1 t / V l• /v S _ 1I 1 7��g LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL AS SHOWN CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS 7 s / MASIH MAHER, C42519 Foy, 6LENN PROSM ELEVATION: 323.983' VERTICAL: AS SHOWN Qu,M brIIme R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 No. b616� VINCENT W. SCARPATI EXP.. 06/30/2016 DATE DATE IZ q (4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 42 [ASwB'U1LT 25, I MI 23 J_L�_ == = 338.191TC 337.42 T r--\3,7.77 FL 49 F + $02'51''49 ""E E PROP 8" SS i. 12' ,(� �(PHRIIr.I 336.84 FS FS 337.60 FS`. 4' WALK 7 L cn w UJI cn H w _ °. w ;tl o0 334. ;w i I >i , wa Zo M 6 M �� 334.30 1 335.35 FG Q 335.41 FS - DOI � M t o I 335.02 L m 1 333.73 FL p" w I PILASTER ��"� ^ �a 2% II 334.1 (TAP.) `h 335.68 FS�� _.." QROFESS /pp q MEN" 27156 BURBANK �t�� W . SC��y�, t 5�' I ! I LOT l 2 335.72 FS 1 334.82 SCALD 1' =20' it -� � PI 334.09 FS FOOTHILL RANCH, CA 82010 2 �A l NEa�: ",I I 44:00 TP �R� 33 ", I 9 T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3805 ♦ :xp. 6/30/2016 s SEE SHEET 7 CIVIL ENGINEERING cvC- INC.NET c /v1� �� 0 10 20 40 LAND PLANNING & SURVEYING OF CAl1F N E w S NEST DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 1 45 �11LT5 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: 1264 LAKE DRIVE REVISED WALL PILASTER HEIGHT & GARAGE GRADES DESCRIPTION: QUAD BRASS DISC A CURB DATE: 1 % -2.S -1 t / V l• /v S _ 1I 1 7��g LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL AS SHOWN CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS 7 s / MASIH MAHER, C42519 Foy, 6LENN PROSM ELEVATION: 323.983' VERTICAL: AS SHOWN Qu,M brIIme R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 No. b616� VINCENT W. SCARPATI EXP.. 06/30/2016 DATE DATE IZ q (4 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 42 [ASwB'U1LT L FL\ CONSTRUCTION NOTES: - �'" � 342.00 at CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 341.00 339.0 O2 - CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. 338. I 00 38.78 �3 CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 4 ='80 �y 1�°1" ifi 30 338. FL 342.51 TF a f15B o w 343.30 FG 6�� 1 336.11 fS REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. 11 i,�� 5 W o w L11 o M CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN o 337.39 FG Q ��lb 00 FOR SCORING PATTERN AND FINISH. I� o� ti+ N 335.68 FS 335.41 FS G)_ CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 335.72 FS 333.93 FOR SCORING PATTERN AND FINISH. t O �� 7- 335.10 FS CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN �� 335.29 FS U \ 335.10 FS I M '011 2 CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). Q Q 337.93 F 335.12 FS 337.93 FG ct� rn La U- 9� INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. C ° CL 10 CONST. 6' HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER ® FF= 338.60 335.27 FS LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. I PAD=338.10 7 po 11 INSTALL 12 "X12" NOS CATCH BASINS IN THE LOCATIONS SHOWN. INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. I 343.50 TW b e pp 337.15 TF �„ �`� 9 i3 INSTALL NDS ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH MANUFACTURES 338.00 F 337 00 0 RECOMMENDATIONS, 343.30 TW 14 SEE LANDSCAPE PLANS FOR FEATURES. 337.15 TF M 36.00 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. I N o rn 2% o ® PER PLAN 16 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. f M SWALE SHALL BE PLANTED WIH 0 10 J M 0/ 1 ADEQUATE GROUNDCOW? OR TURF 17 INSTALL SDRSD CURB OUTLET DRAIN D -25 IN THE LOCATION SHOWN. I� M O M PLANTS THAT ARE NOT PRONE TO M w FF= 335.60 ap BLOCKING THE DRAINAGE FLOW MAY co I-ii PAD - -335.1 II ALSO BE PLANTED ON SIDE SLOPES DEPTH N 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. II TURF REINFORCEMENT MAT I oc N c� ' LLu IF APPLICABLE 19 PLACE RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. z 335.00 E-1 .°� \/ \ ' �I a 20 CONSTRUCT SDRSD STD. TYPE f W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. a° z �� ` �i'I1�� )f " /\ \\/ I I -I_ _ /' _ 6" MIN. ENGINEERED SOIL 21 CONSTRUCT 8 THICK CL -II BASE ACCESS ROAD ON 12 THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. I 335.07 FS M % /� \\ /y //\ \%/ -I I F-) I I -III I I I-) ( I -I I I- SEE NOTE BELOW 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. / „ _ ` ' ' "` '' 4 ', "y " • y ! S. :y ii / ' "=`;,`,<c= "r' - :; ::....: -;•.: `` ; =: i :W i ' - :::..:.: ,._ ? ... >,....., .,.:. / / .10" MIN. FILTER MEDIA: 23 INSTALL 2X2 RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. 3 PART CLEAN WASHED SAND TO 1 PART J18 GRAVEL 18' ON 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. I� 34140 ®M \ \,; 25 CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 335.14 TF M �/ \�% 335.90 FG \ / / , f - 318" CRAWL 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. DE ENE, F OTINGS \, 6" - 314" CRUSHED ROCK 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 4" PERFORATED SU60RAIN PIPE SLOPE 340.70 m P4 "MIN AT T9 MIN. AND CONNECT TO ON - -Sl7E 334.47 � 2 PRIVATE DRAINAGE SYSTEM 28 INSTALL 24" HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. 335.20 FG M 29 CUTOFF WALL TO BE INSPECTED AND CONFIRMED BY IN FIELD GEOTECHNICAL ENGINEER. I M I M 8O'xl5'X1.4' / *ENOWERED SOIL" LA LL BE MINIMUM 6' DEEP SANDY LOAM' SOIL MIX NTH NO MORE THAN 59 CLAY CONTENT THE MIX SHALL CONTAIN 50 -609 SAND 20 -309 COMPOST OR HARDWOOD MULCH, AND 20 -309 / 332 FGA TOPSOIL. LIMIT OF STREET PARKING FF= 335.60 331. / 23 / NOTE: VEGETATED SWALES ON GRAD MORE THAN 2.59 MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.59 UNLESS 01HERW1Sf APPROVED BY ME DIRECTOR OF ENGINEERING SERVICES 6 NV SUB R 5 NOIE NO FILTER FABRIC IS TO BE USED I SECTION. rn 323.10 -XV C8" M / M ® � 6 68.23! • x )P/CAl BMP SWALE PAD NOTE: DEEPENED FOOTINGS / o T NIS TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 10 / 332.10 F BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. D / /L 9 2� DEEP ROOTED, DENSE, DROUGHT RETENTTOIV AREA SHALL BE TOLERANT PLAN17NG SUITABLE LEVEL AND DEPRESSED A FOR WEtt DRAINED SOIL 3 .60 TW MINIMUM OF 6" FROM THE I 3 1.79 TF / SURROUNDING GRADE APPRDIED GRATE INLET 3 3.10 FG / / 71 X 2 RDWOOD x / SERF 24" MIN. ENGINEERED SOIL / TTE 4" PE7FORA70 PVC *SEE NOIE BELOW / PIPE INTO RISER -3" OF 3/8" GRAVEL 2 -3" COVER OVER PIPE SCALE: 1' =20' SEE NO 1 314' CR ROCK 4" PERFORATED PVC 10 PROPOSED STORM DRAIN HEAVY DUTY �PLACEP/PEWI/NPERF M r NON- PERMEABLE LINER ALONG 0 10 20 40 l Z SIDES AND BOTTOM AS ]]E 4 -6" PVC PIPE TO EX EASEMENT PER / REQINRED BY SULS ENGINEER STORMDRAIN SYSTEM /• PROP ACCESS EASEMENT 9 INST: 73 -30364 R. PER INSTR: / C) / *BIORETENBON 'ENGINEERED SOL LAYER SHALL BE MINIMUM 24" DEEPSANDY LOAM SOIL MIX WIN NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL 33 . 0 TW 9 330.50 fG / / / CONTAIN 50 -609 SAND, 20 -309 COMPOST OR HARDWOOD MULCT, AND 20 -3Q9 TOPSOIL. �7g� 330.50 FG /' " * *3 4 CRUSHED ROCK LAYER .STALL BE A MINIMUM OF 12" BUT MAYBE DEEPENED TO NCRE45E THE W117RA00N AND STORAGE ABILITY OF THE BASIN. ROFESS 331.10 FG /p W. S � / / THE EITECRVE AREA OF THE BASIN SHALL BE LEI4L AND SHALL BE S1Z@Ef 1 BASED ON ENCINITAS STORMWATER MANUAL CALCULATIONS. TYPICALLY, THE • 16 TECHNOLOGY, SURE 154 ti� a C9 yc � 10 ' i � _� SURFACE AREA OF THE BIOREIEN001V BASIN IS 49 OF THE IMPERVIOUS AREA DRAINING TO IT IRVINE, CALIFORNIA 92CH5 T. _ � > o. 3352 -b•' _' A � / -1- B/ORETEN110N DETAIL FOR /MP CONSULTING, INC. F.9•7m.ee0a * Exp. 6/30/2014 2 / NTs CIVIL ENGINEERING N� �4OFC�\! LAND PLANNING & SURVEYING CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. f A GRADING PLAN FOR: AS- Bu /ct' pc,.4r✓ llh� '1.11 '116 C _ DESCRIPTION: 2.5° BRASS DISC IN CURB � PJU�LTS PLAINS PREPARED UNDER SUPERVISION OF REVIEWED Y: LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: - L -t � , 1264 LAKE DRIVE RECORD FROM: CITY OF ENCINITAS y� it CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN 24pm �1 wm DwE R.C.E. NO.: 33520 MASIH MAHER, 042519 GR G S t DS 7 A,,.�. _,J � 12Z � ' � DEPU CITY ENGINEER 260 - 212 -18 DATUM: NAVD88 NO• b$10 VINCENT W. SCARPATI EXP.: 06/30/2012 ' 1Z ,RTE DATE Z� PLANNING CASE NO: 10 -028 TMDB /CDPfDR/MIN /EIR SHEE F 42 AS- BUILT. C CD co m a) rn �xQv ?F-o �o OU) 0 J U' � z0rn_ z O (=: z 06F�-O Uroa CONSTRUCTION NOTES: "- - 339,131TC 343.0 SE EE 6 38.71 FL (�t CONST. SDRSD TYPE 8 ROLLED CURB AND GUTTER PER STD DRAWING G -4. I 42-00 A �1 348.33 TP CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. x.00 _ - 330.00 ��X _ _ 4._ t, �- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. # ' 338.00 1 Gy, 38.78 , 44 - REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. I - ' ��.�°k ' 338. FL uj 5�CONST. 5.5" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN J= 5 WALL yy�o�1'1 33 60 FS ! P5, z U) o w FOR SCORING PATTERN AND FINISH. W 3 t'� fP w^ 0Io o- CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN - t 1 335.35_FG Q p1 335.41 .FS 00 FOR SCORING PATTERN AND FINISH. a W I PIASTER �.� 335.02 FL «- 7�- CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN , :I 1 (TYP.) Q 335.68 FS " " " "" ~ 333 h3 ' ( I LOT 12 ® 335.72 Fs 1 334.82 FL _ ... 8� CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). o PI 334.0 w I 44100 . TP �R 335.29 FS 1 9 INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. "' 1 ~� 335.10 FS �° rn il Ja J 38 ;00 FG ^M; 10 CONST. 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER �°�� I M 2% 4 .50 w w I 338.10 FG 338.10 FG 335. 2 FS M 4 M 33.0 T LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. ° a� g 6 11 INSTALL 12°7(12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 1 �� (! wa M + ` o 12 INSTALL 3" SDR -45 PVC DRAINAGE PIPE TO THE GRADES SHOWN. I ® FF= 338.76 335.27 FS 6 i - P11D=338.10 7 = M 13 INSTALL "MITERED DRAIN" ROLL CURB PIPE OUTFALL GRATE IN ACCORDANCE WITH 'F d ' I_ MANUFACTURES RECOMMENDATIONS. cr, 14 SEE LANDSCAPE PLANS FOR FEATURES. M 343.50 TW 11 I 1338.00 FGA: 9 ' 15 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS.; i6 INSTALL SDRSD E -1 100 WATT HPS STD STREET LIGHT IN THE LOCATION SHOWN. € i 1 1343.30 TW c i 337.80 FG M I SWALE SHALL BE PLANTED WITH 17 INSTALL SDRSD CURB OUTLET DRAIN D =25 IN THE LOCATION SHOWN. ' „ I 3' .00 TP 336.00 ADEQUATE GROUNDCOVER OR NRF. li I 3 .00 FG ° 1 ® PLANTS THAT ARE NOT PRONE TO I I M 2% ' BLOCKING THE DRAINACE FLOW MAY PER PLAN 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. ; II ! I C4 T.2 f + ..t_i M I { ALSO BE PLANTED ON SIDE SLOPES 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. ; 'I b 1 10 L M OT 1 I+F-+ 5 M w FF= 335.76 fl I 20 CONSTRUCT SDRSD STD. D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. _ 3- "' ADs335.I NN 5- , DOS DEPTH X 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12' THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. xl " VI II o `� ~ %9F PER PLAN 311 o N { W ` ' . TURF REINFORCEMENT MAT 00 0 flfl�k d rn W IF APPLICABLE 22 INSTALL 18" HDPE TO THE ELEVATION SHOWN AND PER TRENCH PER CITY STANDARDS. k? i n { ' n '� - arr rMj M I I O = o�"``a``>.r``b \� t,4„`'"1,' I I t 335.00 O. - : i U) '4,.rre`'e. 23 INSTALL 2'X2' RAISED AREA DRAIN WITH GALVANIZED GRATE IN THE LOCATIONS SHOWN. rti I ; ` , a ,, '`.. w•, v� #I:/ ¢ y t ¢ (pe�. w'i \`ti✓' v! ZF',�t y I I 3 W %! 1 ylf h r 1 f �, " 3 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10 RAISE RIM TO FINISH GRADE. iI 1 ° °f I W °/ wyti iI -9 "f �f�II #'II - I _,_ s # : r ". 18" MIN. ENGINEERED SOIL ' 335.23 FS rM� s ✓vea; It` mms €j i 1_= I iI ,,,, 25 CONSTRUCT INDIVIDUAL LOT 810 RETENTION BASIN PER DETAIL, SHEET 7. € I I 342120 T M i � �ql is 4 u 9 € N I I # tl l 1 I„ ac's q Y 4r A . *SEE NOTE BELOW l 336I20 G ' J t [ , ` 1 ? 1B MIN 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14A. Z " I> 10" MIN. FILTER MEDIA: 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. - p0 - 1 r t s r w 3 PART CLEAN WASHED SAND TO 1 PART fig" GRAVEL 28 INSTALL PRIVATE 24" HDPE TO THE ELEVATION SHOWN AND TRENCH PER CITY STDS. I/ 341.40 TW s 335.90 FG M `` f t Q :r ;mss" IMPERMEABLE LINER 30 -MIL PVC OR 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H =2.5') o ;:a ti j �J} , I N 12" CRUSHED ROCK % '� r 2" - 318" GRAVEL fQUIVALENF ON 2 SIDES ONLY 30 INSTALL SDRSD STD. D -30 HEADWALL. 31 DE ENED F OTINGS w D -FOOT' ' -T.2' 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =T D= 4.74') ?1 1 340.70 TW o_ I 4" PERFORATED SUBDRAIN PIPE SLOPE 32 INSTALL 15" RCP DRAINAGE PIPE. (L -6' & S- 0.005) I 341 �00 TP M ° 24" MIN. AT 17 MIN. AND CONNECT TO ON -SITE 335.2 FG w PRIVATE DRAINAGE SYSTEM 335 00 FG DEEPENED FOOTINGS 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION. ; ` I I I D- FOOT:O' -1.2 34 INSTALL 6" NDS TRENCH DRAIN E � 1 80'x15'X1.4' MIN' ED SON LAYER SHALL HE MINIMUM 6 DEEP SANDYLOAM SOII MIX NTH NO MORE THAN 59 CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% 'ENGINEER 35 INSTALL 12" NDS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN , '£ I ( I - " ,. TOPSOIL. 60 FF= 335.76 j 332.40 TG 3fi INSTALL 6" NDS ROUND GRATE 1 J # i 5 ALL 335,�p �. 23 , 31.00 NOTE VEGETATED SWALES ON GRADES OF MORE THAN 2.5Y MUST INSTALL CHECK DAMS TO LIMIT THE SLOPE OF THE SWALE TO 2.5Z UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES j •6 pp 328, 331.00 FG R " fs I rn NO 7E.' NO FILTER FABRIC IS TO BE USED IN THIS SECPON. 0 M 2.13 Ml LIMIT OF STREET PARKING 5f ?) ? M 3 1.D0 FG;° " 6g•23 FG 332.5 TYPICAL BMP SWALE DEEPENED FOOTINGS ! , 8 p5 5 W 2.30 F6,' NTS D- FOOT:1.2' 2.10 FG f N\ t ={{ 339 ;80 TP i f " DRAINAGE PATTERN I 33180 FG �� if at � 1 = I 1 'S• � � � � F'`f _ RETENTION AREA SHALL BE NOTE; 9 I i i / DEEP ROOTED DENSE DROUGHT i LEVEL AND DEPRESSED A I° i 6� ><° 1 [ j t f ✓" TOLERANT PLANIING JUITABLE ONE -FOOT BERTHING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND ! i / P , }, / MINIMUM OF 1' FROM THE I i i O / FOR WELL DRAINED SOIL 1 i O � t SURROUNDING GRADE REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE 810 - RETENTION BASIN. 1 / I i ^�T i '" APPROVED 38.60 TW ( i . " r t GRATE INLET THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BID - RETENTION BASIN i j ; I i I F i s ENSURING ALL RUNOFF IS COLLECTED AND TREATED. 333.10 I 2 -3" SOW 10" MIN. FILTER MEDIA: 3, HARDWOOD 3 PART GLEAN WASHED SAND trq 1 MULCH 3'•1 i I I 18" MIN. ENGINEERED SOIL PAD NOTE: ' _ TO 1 PART Jg" GRAVEL * ! j t ;t$ SEE NOTE BELOW S n ? v // Ti, �i' 77E4 "PP FORA? "a� TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL 339' fl BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. [ °; 3' ' I 33310 F ri t ' I u 2 -3" OF 318" GRAVEL 314" CRUSHED ROCK I J� PROPOSED STORM DRAIN PESRIMDEES AB� A,L, E N� D ' L IBNEOR Tt TAO M LO NAG S TIE 4 6" PLACEPPEW NPERFORAFONS 10 NON - VC PIPE TO EX EASEMENT PER ___ _. i�ff REQUIRED BY SOILS ENGINEER, STORMDRAIN SYSTEM INST. 73 -30364 R. SCALES 1' =20' `"'` �� -" 0 y #. --- -- -- ..--- -- - --I -._ _`- -'� .tom`"`.."_" °_... ^..- /' I 333.0 G �� ' -`" .� *BIORETENRON ENGINEERED SOIL LAYER SHALL BE MINIMUM 24" DEEPSANDY 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 40 1 I 33319 F 9 333.00 _ - gOTESS /O '' ? ~° THE EFFEC17W AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON ENCINITAS STORMWAMR MANUAL CALCULATIONS TYPICALLY, THE 1 �Q N� �_ SURFACE AREA Of THE BIORf1ENTlON BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT • 27156 BURBANK h�tr4��t1 W. S.Cq <n�c + 1 `•a`j + �J 1 1 D D --�� _i � ,•/' �"` �/ >� �.y Nom„.. ,- _„„,,,„r a"�' /.,, �f � . FOOTHILL RANCH, CA 92610 4 F - �, BIDRETEN AON DETAIL FOR IMP T. 949.916.3600 > No. 33520 CONSULTING, INC. F.949.916.3605 ♦ Exp. 6/30/2011 * f 12' NTS CIVIL ENGINEERING LAND PLANNING & SURVEYING CVCINC.NET J} C1yll N! j, ' w SNc -ET �m DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K D ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION I2 p� d PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: X15 l3d�G�P!/Til/ 5 .T 1 L 1 DESCRIPTION: 2.5" BRASS DISC IN CURB `� V��-TS w ^ 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL. AS SHOWN DATE: I l -2 S -M /Vl /y , G RECORD FROM: CITY OF ENCINITAS CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN y /o /g�•- u�wk�t� R.C.E. NO.: 33520 MASIH MAHER, C42519o,o GLLrNA/ 0/2UZNl 260- 212 -18 DATUM: NAVD88 QgAN blITNEfL OATS VINCENT W. SCARPATI EXP.:. 06//3012016 DATE DATE 12 / q 7 14 PLANNING CASE NO; 10-028 TMDB /CDP /DR /MIN /EIA SHEET 7A OF 42 NO. b91bl AS -BUILT 0 w 0 r rn v rn jC L LL. �o n(D co rn �rn z� z " _ai jj Z -0 so = a CONSTRUCTION NOTES: 0-- SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. a- 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. ( 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. (D-CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 8� 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" 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. 1 RAISE SANITARY SEWER MANHOLE TO WATER PURVEYORS STANDARDS. 5 ___ . 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 W4, STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. @_ 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. 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. (91-- 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 -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" NOS TRENCH DRAIN 35 INSTALL 12" NOS FLAT GRATE AND YARDBOX IN THE LOCATIONS SHOWN @Y_ INSTALL 6" NOS ROUND GRATE LIMIT OF STREET PARKING - DRAINAGE PATTERN 341.43 FS f W a 1'- I o 68 - o �M n I 336.99 TG I a o o� C13 a N} 336.79 TG 4 341.23 FS co } o N 334.48 INV N 341.20 TW N o 333.79 INV' 341.33 FS I M SHEET 5 338.90 FIG r`F + co~ (n bt - 6B - FF= 342.76 x r ,� N r7 r7 I II 33 i irl n aNir7 Oo d, o L D l c' 9.30 F 0 0 rn� co 1 ui a m 3 16' w i rn _ _~ + n r rtM v o I) FG7.0 - 1 I I _ -- °`- -- I rz r7 rn C$ �, `, ! M II � fF= 337.56 �1J 0 // art 12 I 1 r 340.00 I �' o or o I II TTM =336. o z :,_, 336.91 T" �+ w 5 ru vo m v 3 o rn 77 FL 340.26 TC 339.00 1 rn +v r - 5.5' WALL - o� o �r � HP >rP 339.84 FL 'P; tq rn _ o VALK , ~_ - I 2 a 338.00 335.67 TC �' C2 N >: � °v 336.79 T6 u o --� 14 +83 5 T `� �M M u�i: i 3 TC 14+811,61 1 337.14 TC 331 p0 rw1 5_25 FL _ _ I s U o 15 +17.87 338.16 f _ 336.72 FL _ 1 CL A.P. r =- - - -_.__ a i5 0 13 -- - 12 +90.31 12 + #2; a o - _ _ -- -- �Ff 337.56 34 $6 `1NVk $ ra FF 33! -_ - 335.96 TC 335.14 TC 333.58'FS I I PADR336.901 �' rn PAD-i& CL D/W 15 +03.20 ^ Vi-L L ` ^ 13 +53.82 13 +28.42 EC ; TTM =335.1 = 336.91 0 TTTat =3 140.22 TC 340.07 TC 14 +11.66 334.72 FL _ v 139.80 FL HP PR FL C3 3 8.19'',TC 337.42 TC +L D 12 15 336.16 TC - 335.54 EL - CL D/W 13 T00 - -- - - 333.51 RIM �`�'/ J M1 J�/ o L - - - J 12 ' ` 0 I HP o Q °0 20.6' s 337.00 FL 00 335.84 FL / -0.08 TC 15+26.69 1 I 3 7.77 FL 14 - r- __.- . - - -- i ao o ( N- 66 FL 339.21 FS 15 +00 I 18 13 - I SO2'51'49 "E - r - _ - _ - -- - - 333.51 TIC C7 `` it -r_ - -- 1 __ ___ -_ . _ _ _ -40, - - -2' -_ __ , 15 335.19 RIMPRI VA TE ROAD (P (PUBLIC) DIN 333.09 FL ` r o tD I # _ o - - - - -- 14 +12.57 20' 25' 13 +17.38 1 333.32 TC f ° . M 7. FF= 337.56 SS MH - - --; - -' -- RAD PT - -- -- - * . PROP 8" SS 14' 11' L D 334.82 TIC X11- 17- 332 90 fL f c o r7 rn I .90 15 0 15 +26. 9 14 +.7fi 12 1 (PUBLIC) CL D/W --._.. _._ _ - -1 - - -- 335.10 TC TC - -_ 336.49 -TC - =:. - 334.40 fL D/2 L.P. SS IN 1 EC 337.72 TC j 336.78 TC .__�____ 1.76_.._ _ 334:68 -FL " 28.16 I 3 6 71 TG _ , o 339.06 FS 337.34._FL. , ...___ -_ _. 336.36 FL 336.07 FL 8 _. -__ PROP 4 HL = �1 35 J, ..i -:i �°i n' _.. - C6 .. 1.A (PRIVATE) 32 7 _ . ` C O FL 14 +98.92 - - - - - -- d N c» - ` - `P 7 L 3381.23 TC _ _ " 4 d r a v 339.80 36.$ �o as 3 336.79 TG i rRC _1 PROP 8 SS I o,o o r a 33 #r10 FS 331.81 INV 0 337;81 FL 3 o as N o o rn 335 57 FG , ©" 3` } 5 FL 'C` 336.84 FS 336:55 FS (PUBLIC) a, ,� 30 - ° 337.48 FS are } ,ri 0e .r +A 0000M rn i N85' '2, 33 . i 1 37.70 FS 337.60 FS „� $n, , m l .� Nr) r7 +v rn 3 Nr ii 1! 1 ..II 337.34 TW 9 ` 1339.13 31C / 4 WALK w r7 N r7 "'� N „� ^ . jo 328:13 V • 334.10 338.71. 00 LOT q 9 W /�3333.7g3 FL : 6 + M +M M 19 I - , 334.04 I I _ 6 16' L O l 1 1 (/ l 1 _ 1 I i 829? 1 33 .90 ro W) o 3 10- S CE SN SFr !SA o '334.10 33# o = 334.10 U c o 334.02 FS 5 1 � 36 . PTO f£ - 05 I �`` 0 7 � roA tort ��. I I � - 338.78 _ ° c� HAADSCAP� o °' 333 12 ,� 338. FL - ..._ j I 3 p � �.9 . - 1 I M o GB FS w 334.06 3.15!t- 334.02 i w rlo w. o° 334.06 FS ° M M M M'" 334.30 FS x. I a D:2a5 ,, I #_ ° o 6 "' M 334.30 FS M M I rn 2% r') e 333.58 FS I I �. ��rn ✓ 333.73 FL r7 M M 9.50 TP 1 U_ CL -R 2% I I tF r- .'J a 0.1 <„ 02 FL 2% M 3 3.50 FG 334.30 FS ' I ► t ,� 33b 20 MFG 333, 60 fG C i o rn �a �� 334.14 FS 333:20 FG '" ° 33 a 333.28 FS I 334.10 FG I �3t0 333. FG v1 L 334.82 FL 3 ... M I 333.58 FS ® I 32.78 FG 334.10'1W pl 334.09 FS d I .- 23 ` I 9 I ( P, (DIN ? 332.78; FG' , ; _ f ail 33 00 REF/ilAfN16' WALL , .. ; 324.E I I N� 9 4 .50 N = FF =33 .27 77 .60 0 N I , 1 q { I U/ / I 3 I ~ 1M 332.60 FG I 33800, d W - INa/ _ ! r' I PAD = 334.10 "'_TIN / / 1 j PIP 33� p3p 4 ' , ; 6 xt 1 _N FF= 334.76 LW 4H+ AD =334.1 c I ` 3 830 TG 9 T I� III fR +N 324 50 I N z I 23 32750 �G; 8 o ' 9• ; i Cn z o r I 335 00 TP ' OF it � - c iG 9 g ED F 39 co 1 �� , D � FG I ° � ®'� w fin• I � o �� 327.50 fG I Cl FF= 334.76 I Nrr d j I PAD - 334.10 332.50 "' 327 0 FG p 1 M o - TTM =332. r r r k 50+ C I v I M, 334.10 FG 332.5 FG ® DEEPENED FOOT,TNGS N2 1 '; t, 329.5 "F I ! o 332.00 D i i r 30 00 330.00 29 i r LOT 9 / 3 I I o M o 3 80'x15'Xt' MIN -/ - a, M TP ; 3 i 'rte , Ju ' / 7 q I �<' '328 �L E RI �,- i r /, Ji: I ,T LOT l 1 = 333.76 328:40 TG 328.00 FG °k { 2 x,� s - / PAD-M.110 ' i 23 �0 -`,✓ 316 Oi 325 :0081yV S - ° :.. / __ -. _.Q I o t(I 1320.70' 316.70 i [ `' UP rn : 333.00 1 20 70 "INV P s p L .✓ J I z �'2 9 Io FG �, r xr / ° r' I 328.00 FG �, r rd r� a _ I I i �a �5 r� e I. Q'��- '� t "�+ (t X X1' MIN' ' 22 Jd 328.40 T 332 �p 25 3 330.75 FG °n 23 FIG ,, i ° ` rN, 5.00 INV SUB f 9 d M 322.00 INV 18 <5` %� r,i " 2$ 328.00 FG 331 F - °331.00 FO ro �.. f f� " NOTE. 328.00 FG OS' 06 W r FG 1 ONE -FOOT BERMING WILL BE PROVIDED ALONG THE PERIMETER OF EACH INDIVIDUAL LOT TO CAPTURE AND N�8 „- r �! N, REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE BIO- RETENTION BASIN. „ ��s „ '_-t _,. THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE BIO- RETENTION BASIN �', �` �% t..t..' { } -r .rte...,,.,..,._,.. -,,.,, "a j'� �' "' .,.. -'" fF£'4�" _ S ,,.'.''- ' o ,+ . >` /' %a"/' ✓r I- = -- r• -'/ -i .. -1 'i �., k.- ..�,xs ENSURING ALL RUNOFF IS COLLECTED AND TREATED. T y �; 33 FG -? -` JDIN d r, n ti -. �/ CONSTRUCT TYPE F INLET° r' I f 51+65.45 "' .a`s„rr'✓' ✓ ,', r d s,,. ! i",✓ /'' a `'r /r,. 22 rr j I ` ✓d ' PAD NOTE: - - '��„ / - - , r - �' 9 �� p ° 20NW / TTM PAD ELEVATIONS ARE SHOWN HEREON IF DEVIATED FROM. ALL BUILDING HEIGHTS SHALL "'�•.. '/ _ r 314.10 S/E . " r. r dr,/ ° �'� r `' "� - 2.13 FG ___._. r,a �... %` �; " {s ' ` J.S. SDRSD STD. D 7. TYPE F BE MEASURED FROM APPROVED TTM PAD ELEVATIONS. ' ,� C� L ,. 332.5,.` FG t % 1 ` k�'�. :, /r,:.... ✓ '- r - I r a -, ,.- .�•'- '*ta�.z 6� ;',< -,.. i ��i,' � °`. PL Ovr ,t r i'Y, w, .,P"a ,, r✓." h Y / a i "x"�x:< T17 , ,.100 ?a °.r',,fr, "�,+• J��J d 18" SO PIPE(IN) 18" SD PI ?_6 p :✓ / +. I `t j ! ,.,, r ,•„' .d° a,'"t` i''' ..-,(' .✓`,'', ✓" %""� '„ PE(IN) \P� n rd`r' .. ' QgpFESS/ N � Ff' d f iF" 09'lt °� r. .�� a �,x. 1f,• ..�? h�� 1'P, W. �� P Iy i 3� t f; ,✓"�r,` d' o` :f .✓ .f'L/J5 ?C / .,,: „m:,>l• '4 -°fir„ y/� y^°e�' ,,� ,wj ?q• 27156 BURBANK ' „' S.'-°y ! J . ti 9 r� °, '. 24 SD PIPE(OUT) ffl� 4, --- £ : ; _ mot, = / o Y, � � voanlaLL RANCH, CA 02610 i �' SCALE: 1'=20' 1,1 J 1 4, 4 T. 940.916.3800 > No. 33520 - ' -- ----- - -- CONSULTING INC. 949.916.3805 `, F ♦ Exp. 63072016 ♦ i ''.� >.'� �...� r ( - r �,' JUNCTION STRUC RE DETAIL CIVIL ENGINEERING CVC- INC.NEf d? Crvl� �� ` _ .� z %r te �,` ; F '' k . LAND PLANNING &SURVEYING `% O 1O 2O 4O ' ` i. ..., -- �' �' „� -� / Q 1 \ '� of cAU�o�, y ° S NCCT NTS y � - -- ".y 3 i s } / � ��r � ✓ ._a- .- ----b- zTa.�.��^'r ., "'` v'"' � �C � f d ;.a'".„ r .r CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWM_ev: CHECKED : ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DK V WS RAISED FF ELEVATIONS TO MATCH STRUCTURAL SECTION 12 1 1, 4 PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR. 1264 LAKE DRIVE LOT 12 2 DESCRIPTION: 2.5" BRASS DISC IN CURB � P�u�LTs /�S-ld/n aka . _ S 7 - I `I� C(, LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: I k ZS - \ ul /j/j , RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 Pdt GLEMV PfibirA CITY VENTURES 10851 -G ELEVATION: 323.983' VERTICAL: AS SHOWN 7 /fig R.C.E. NO.: 33520 260- 212 -18 DATUM: NAVD88 R11AN 611fNEQ A10•b816_4 r VINCENT W. SCARPATI EXP.: 06/30/2016 DATE DATE IZ/9/14 PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA ISHEET 8A OF 42 ASwElUILT oA>E CONSTRUCTION NOTES: 1� CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 2a- CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. O3 -- CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. a-- 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. 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. 17 INSTALL SDRSD CURB OUTLET DRAIN D-25 IN THE LOCATION SHOWN. 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. t9 PLACE RIP -RAP IN THE LIMITS SHOWN, EMBED 12" MINIMUM. (91I,_ CONSTRUCT SDRSD STD. TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. @_ CONSTRUCT 8" THICK CL -11 BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. @_ INSTALL 18" HDPE 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. @__ CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. 26 CONSTRUCT SDRSD RESIDENTIAL DRIVEWAY APPROACH G -14C. 27 CONSTRUCT BIO -SWALE IN ACCORDANCE TO DETAIL, SEE SHEET 7. 28 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 SECTON W/ TYPICAL SECTION W/ SLOPED TRENCH WALL VERTICAL TRENCH WALL REPLACE AC W /SECTION t THICKER THAN EXIS77NG FINISH GRADE OR 12" SAWCUT FINISH SURFACE EXISTING AC M/N PAVEMENT 4 -- g oo:." o.'Q9.: 00 00 0° .o Lu SLOPE TRENCH WALL O h f \� IN ACCORDANCE W17H\ OSHA REQUIREMENTS c� Z IZ Wi'Z LQ �z V W W/2 W W = PIPE DIA (OD) +12" MIN, PIPE DIA +18" M 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 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 OOOOF36.00 71 °13'40' 35.24 CS 2 6.4,jo 30.00 50 °28'44' 14.14 C6 . 7 30.00 32 °48'02' 8.83 C7 9.60 42.00 49 °31'02' 154.15 C8 16.00 30.00 30 °33'30' 8.20 46.90 30.00 89'34'I4' 29.78 C10 11,00 3,50180 °00'02' - Cll 11,00 3.50180 °00'02' - C12 11.00 3.50180 °00'02' - C13 11.00 3.50180 °00'02' - N 3 0 0 + n �d +�o 1 11 -- UUIN� -- - -- --- - - - - -- � w w w Q (_° 21 +oo LA E DRI p viliffil +oo co 23 11 SEE PUBLIC STRT IMpp; EMENT PLANS Oj x x FOR PROPOSED 11�13R6VEM €NTS WITHIN d g f� PUBLIC W I S S - -- )s Nj 0 Lq M 0 CD 5.4' 90.05 TC S 349.55 FL 348.50 TC S S S S S --------- - - - - -- --- 350.04 FS ---------- -�J- -- FG r S. FG 20 TW .86 TF .00 FG 18 FF= 344.96 PAD = 344.46 g1N FF= 344.50 PAD = 344.00 N 1 344 TF FG LOT 1 FF= 346.60 PAD=34B.II " STE N ;1 K i Masai �° 0 M M F FG 1 -�,�= 11 �. /11 uu` Ris 11 co�M be N 15 +17.87 LOT 2 FF= 343.10 PAD - 342.60 16' 0 345.90 FG I 1 �T-:a� I■ S7 FS v MI .0 FS o 2% o ,oq M� v! M! FS 4 WCL Ol M S M 12 1 15-1-00 - i - 3 12'► G( 1 7 L W cn W Cn 1'49 "E _ 3" SS WALK 48.80 TW ��. 30 338 FL 342.51 TF 61i o I� 343.30 FG y�y6"3 < 336.TT F� 5 Fys$ La 'm `` 334. °. W ° Lu ; i �0 333. 337.3 �`� M 6 M 333.14 9 FG cr i M d N N II M ESSf �`�� / 335.68 FS 335.41 FS moo. 333.1 O Q ONE LOT l 2 ® ' ' �f 335.72 F5 333.93 FS r 3 18 TECHNOLOGY, SURE 184 �. 9 �' SCALE 1 -20 0 ui 335.10 FS IRWN €, CALIFORNIA 02618 WQ S Fes, � 335.29 '- �> No. 332A T. o4®.7as.e«»o * Exp. 6/30/2014 » SEE SHEET 7 CONSULTING, INC. F. �•7ea•ews 0 10 20 40 CIVIL ENGINEERING CVG•INC NET J?��o el%-�i4��`! LAND PLANNING & SURVEYING c�n�ni w. r�.c+r...w�- �+�+�+ -+� •- • DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE . * r R8V*t DK I DK I VW$ ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. O - 15,66 M I'll ct GRADING PLAN FOR: dLf -Bu /aT FL.w✓ srctl -: . i `{ _ DESCRIPTION: 2.5" BRASS DISC IN CURB AS e)U1LTS PLANS PREPARED UNDER SUPERVISION OF REVIEWED Y: LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN DATE: P, -7--N 2_ 1264 LAKE DRIVE IAAO M CITY VENTURES 10851 -G RECORD FROM: CITY OF ENCINITAS >�6�j�i R.C.E. NQ.. 33520 MASIH MAHER, C42519 GREG S I D5 ELEVATION: 323.983' VERTICAL: AS SHOWN �.��.r DEPU CITY ENGINEER 260- 212 -18 DATUM: NAVD88 Q1� 8�f�E VINCENT W. S ARPATI /2,111 1 No,b$1b� EXP.: 06/30/2012 DATE DATE % •27 f 2 PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA SHEE OF 42 FA-S=BUILT CD 0 CD ti rn v as �v vWu- z - o c O z0a 0UUW F- 0 U 'D I9 TECHNOLOGY, SURE 184 IRVINE, CALJFORNIA 9260 T. +349.7613.6600 CONSULTING, INC. F.949.769.eeo6 CIVIL ENGINEERING CvclNC.NEr LAND PLANNING & SURVEYING Exp. 6/30/2014/* ASoBUILT 10 6 n W V V v I X I Q ULLL ? -0 D0 U) (D J O 0OZrn U 0 111 0Z 6 0 U °ra DESCRIPTION �l5- !lurY�PLfIn/ $rW! - -i APPROVED CL1�Trj DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN A PIP /A . ' DESIGDNK D BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS REVIEWED Y: A /� may,• . MASIH MAHER, C42519 GREG SH S al I Zt I 12" DEPUTY ITY ENGINEER DATE DATE •Zi�0. /L CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR 1264 LAKE DRIVE CITY VENTURES 260- 212 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA DRAWING NO. 10851 -G CHANGE NO. E)'S:FR GT SPEGI RISI � � � No• tstbl PLANS PREPARED UNDER SUPERVISION OF DATE: (®— L°I -%o- R.C.E. NO.: 33520 VINCENT W. SC RPATI EXP.: 06/30/204 -2- (o SHEET 9 OF 42 ASoBUILT 10 6 n W V V v I X I Q ULLL ? -0 D0 U) (D J O 0OZrn U 0 111 0Z 6 0 U °ra 0 IB kGHANGE IFI TECHNOLOGY, SURE 154 IRVINE. CALJFOI�IIA 02419 T. 040.760.0000 . 52 LTING, INC. F. �•768.6605 Exp. 6 /30/2014 NGINEERING CV0*4C.NET FCa�NING & SURVEYING DESIGNED Bv: DRAWN BY: CHECKED Bv: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DK DK VWS iL5 BdrerPLsW 7404 G Ag pyaQTS PLANS PREPARED UNDER SUPERVISION OF REVIEWED Y: GRADING PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB • 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN _ DATE: �t'E -tom CITY VENTURES 10851-G RECORD FROM: CITY OF ENCINITAS . MAHER, C42519 GREG S DS ELEVATION: 323.983' VERTICAL: AS SHOWN b er R.C.E NO 33520 al It / 11 DEPUTI CITY ENGINEER 260- 212 -18 DATUM: NAVD88 Q��iU g��a �1p.b$�b� �FiiE VINCENT W. SC RPATI EXP.: 06/30/20 -2 DATE DATE 91el1tji PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MINIEIA SHEET 10 OF 42 ay, AS -BUNT Lo co 0 Wu- z? Cl -o 7o C0 u% Hato Z O Z OUVUi Z 06FO 0,0- III v AV, 1 9t' . i 441CL Mcm 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: a. 20 tbs. 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 ACHHIEA 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 HYDROSEED 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 TRIABLE. 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 TECHNOLOOY, BUrM 164 LRVINE, CALIFORNIA 92616 T. 940.760.6600 CONSULTING, INC. F.wo- 7so-ows CIVIL ENGINEERING LAND PLANNING & SURVEYING CVC INC.NET * \ Exp. 6/30/2014 / * EROSION CONTROL PLANS CITY OF ENCINITAS TYPICAL SECTION I SILT FENCE EROSION CONTROL CONSTRUCTION NOTES: 31 CONSTRUCT GRAVEL BAG VELOCITY REDUCER BARRIER PER BMP SE -6. Y TRACKOUT CONTROL' OR APPROVED EQUAL PLAN MI RCN USHED 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. 0 SCALE: 1" = 40' p 0 20 40 80 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE Lr "" "C" ter: "" "UK �Y: ` "t` m �r: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DK UK VWS 1>.EVI512D ED_051DU CDMT0.DL PLAL) '44 3/1011S GRADING_ PLAN FOR: DESCRIPTION: 2.5" BRASS DISC IN CURB � �U11T`J PLANS PREPARED UNDER SUPERVISION OF REVIEWED Y: � 1264 LAKE DRIVE ASBd /6TPLAA1 WU%l J -1(,M6 — - DATE: -z -�L , LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN / V `' I� CITY VENTURES 10851 -G RECORD FROM: CITY OF ENCINITAS MASIH MAHER, C42519 GREG I LDS ELEVATION: 323.983' VERTICAL: AS SHOWN 24po PJvomee OFr� R.C.E. NO.: 33520 DEPUTY CITY ENGINEER 260- 212 -18 DATUM: NAVD88 � 1111 I Z- W. b81b-A VINCENT W. CARPATI EXP.: 06/30/2012 DATE DATE q • 27. /2-- PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA SHEET 11 OF 42 AS= BUILD' _v 10 W 0 co rn v o� v Uuj LL ? —o 0U(o J U � z o a U ui LLjO ° U a- C) C) co m L LU LL H p �o U (Dto Or ., m O'T z " UW Z HO eo = tt 18 TWHNW OGY, SUITE 154 IRVINE. CAL ORNIA 0266 T. 949.7119.0500 CONSULTING, INC. F.+a4o.7aG.aw5 CIVIL ENGINEERING LAND PLANNING & SURVEYING' KtVIJtU WUKKtK HLALIK ANU JAFtIT MAN FUK AbSiLbSUK"S YAMULL 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 U) 0 9 av UWW z ~ o 70 Ulm 0 c Z Z rn C) m Lli Z r0 U °r° d APPROXIMATE LOCATION OF PIEZOMETER (TO BE ABANDONED) SOIL RE -USE EXHIBIT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE "t "`' "t" �': UKAUK �T: " "t`'"t" �': ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. _ _ _ UK DK V WS %1St�d /�TPLAi✓ SN.v 1 -u•I�b C, 7!r4 W 2 DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD8S HORIZONTAL: AS SHOWN VERTICAL AS SHOWN P6 oLT5 g _— 7 4 �! RYAN Q11IM9. DATC NO bF6WA PLANS PREPARED UNDER SUPERVISION OF DATE: -y iv R.C.E. NO.: 33520 VINCENT W. CARPATI EXP.: 06/30/2012 REVIEWED � AA _ /0 B MASIH MAHER, C42519 GREG LDS ot(27 I L DEPUTY CITY ENGINEER DATE / DATE i 7i/ /Z GRADING PLAN FOR: 1264 LAKE DRIVE CITY VENTURES 260- 212 -1$ PLANNING CASE NO: 10 -028 TMDB /CDP /DR/MIN /EIA 10851 -G SHEET 13 OF 42 AS -BUILT BY_ LO 0 n X L LL 5 °o O co m Y co J pi z Z L t1J Z u 0 ID 2 -a 7 - ------------------ TOP OF RE -USE SOIL 326.50 LOT 5 SECTION LOOKING SOUTH NTS TOP OF RE -USE SOIL 326.50 LOT 6 SECTION LOOKING NORTH NTS TOP OF RE -USE SOIL 326.50 LOT 7 SECTION LOOKING NORTH NTS NOTE: PLACEMENT OVER LOT 5, 6, & 7 FOR CONTINGENCY ONLY DRAINAGE PATTERN 1 x NOTE: ONE -FOOT BERM /NG WILL BE PROVIDED ALONG THE PER /METER OF EACH INDIVIDUAL LOT TO CAPTURE AND REDIRECT ANY RESIDUAL RUNOFF THAT DOES NOT DIRECTLY SHEET FLOW INTO THE B /0- RETENTION BASIN. THE BERMING AT THE LOWER END OF THE LOT WILL WRAP AROUND AND TIE INTO THE 810- RETENTION BASIN ENSURING ALL RUNOFF IS COLLECTED AND TREATED. ♦ ♦ V 25. ° Ry VA FG KO SCALES 1' =10' 20 31 70 INV(IN) N 31 INV(IN) SE 4 °316.70 (OUT) NW 0 +00 : C 0 5 10 20 _......1 20 +00 38 D- FOOT.0.2' FF= 334.76 PAD =334.10 TTM =332.6 D- FOOT:0.1' 8" STEP'S 334.00 FS 333.90FG D- FOOT:0.2' '19"W 210.27' FF LOT 10 334.76 FF D- FOOT:0.3` 334.1 OFG C� FF= 334.76' PAD-334.10 FF= 334.76 PAD-334.10 D- FOOT:0.1' 3 D- FOOT:0.I' 329.721 36 FG FG FG IBS :I, E' L. } a \ O ,o p cp� a Oa�lo �OC?p0� R° r - \_ FF= 334.76 �"" PAD-334.10 FG aI� E, � � V 9 t FG �Lt poc op Cco 13t,e OD ao FG a oar .. N I 6 • 3 I 332 00 °e + FG a I " \ \ 328. F 23 FF= 334.30 p apo INV B --I PAD =333.64 o ©a 399 95 NV r .521N \325.00 320.70 INV 1 o p o I \ QC Q a +i \ FG \80'x15'X1' MIN "` "` 0 J /Tp� Qq I 22 25 !aQ© �opon FF= 334.76 TIW =332.6 ( ( ♦ ♦ V 25. ° Ry VA FG KO SCALES 1' =10' 20 31 70 INV(IN) N 31 INV(IN) SE 4 °316.70 (OUT) NW 0 +00 : C 0 5 10 20 _......1 20 +00 38 D- FOOT.0.2' FF= 334.76 PAD =334.10 TTM =332.6 D- FOOT:0.1' 8" STEP'S 334.00 FS 333.90FG D- FOOT:0.2' '19"W 210.27' FF LOT 10 334.76 FF D- FOOT:0.3` 334.1 OFG C� FF= 334.76' PAD-334.10 FF= 334.76 PAD-334.10 D- FOOT:0.1' 3 D- FOOT:0.I' 329.721 36 FG FG FG IBS :I, E' L. } a \_ FF= 334.76 �"" PAD-334.10 FG aI� E, � � �I �Lt ►. OD N I 6 • 332 + FF= 334.30 --I PAD =333.64 399 95 NV r .521N ii G,, +i 3k x +30.411PN g 110 61111V.a 11 12 33. , _ 1 E 12 +92. C _ ' g 330.361, 11 334.50 334.08 D/212t$4 IV r L°✓ HP /FL 13.7, zz FS C 0 3 f rTrG G .14 10 1 , CONSTRUCTION NOTES: 20 CONSTRUCT SDRSD STD, D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETNL BELOW, 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7' D= 4.74') 1 CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. a 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & 5= 0.005) 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. 3 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION, CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 13 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. MANUFACTURES RECOMMENDATIONS. 34 INSTALL 6" NDS TRENCH DRAIN PAD NOTE: REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 14 SEE LANDSCAPE PLANS FOR FEATURES. 35 INSTALL 6" FRENCH DRAIN TO THE GRADES AND LOCATIONS SHOWN 25 HOWN 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. CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. » BUILDING HEIGHTS SHALL S MEASURED FROM APPROVED TTM PAD FOR SCORING PATTERN AND FINISH. 36 INSTALL 6 NDS ROUND GRATE OR PER LANDSCAPE RECOMMENDATIONS. TTM PAD ELEVATIONS ARE S ELEVATIONS. OFESS /p CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 16 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. Q�OQR w S � FOR SCORING PATTERN AND FINISH. � zns6 BURBANK ,`4, �� cq? O7 ---- CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 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. ' F00IHILL RANCH, CA 92610 _ .o 8a- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT {4" AC /6" CL II MIN). 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. 28 INSTALL PRIVATE 24" HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY SIDS. 39 INSTALL 12" POP -UP EMITTER TO THE GRADES SHOWN. T. 949.916.3600 No. 33520 „ CONSULTING, INC. F. 949.916.3805 • Exp. 6/30/2016 » 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12 MINIMUM. 40 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H =1.5') CIViI. ENGINEERING 9a-- INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. � 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H=2.5-) LAND PLANNING & SURVEYING - INC.NET'IFQF CAUF��\! @_ CONST, 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 20 CONSTRUCT SDRSD STD. 0-7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. NCw S HEEL SOIL RE -USE EXHIBIT &LOT 10 GRADING LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 30 INSTALL SDRSD STD. D -30 HEADWALL. DESIGNED BY: DRAWN B CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K vvvb i- 6T /0 M n/` z 4 s A6 �U�LTS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: RS BU /LiFL.�L✓ SSE 440 .01410- /.?//.3 °f6- DESCRIPTION: 2.5" BRASS DISC IN CURB DATE:lZ ZAp t5' M , ^/F � 1264 LAKE DRIVE wit? /i5- [i'// /GTFiN/L Rt'�S /aY✓S LoT /D. LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN CITY VENTURES 12352-G _ RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 33520 MASIH MAHER fof�GLENN PRIUM T I'1 ELEVATION: 323.983' VERTICAL: AS SHOWN 260 -2� 2' -� DATUM: NAVD88 Q�AN P�1T(I Q �FfTf INCENT W. C PA I EXP.: 06/30/2016 DATE DATE 1 21 2 ct 1 5 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /EIA HEET 15A OF 4 No.b$Ib� � _ ASmBUILT a �I �Lt ►. • 399 95 NV r .521N 0 3 f rTrG G .14 10 1 , CONSTRUCTION NOTES: 20 CONSTRUCT SDRSD STD, D -7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETNL BELOW, 31 INSTALL SDRSD STD. D -2 CATCH BASIN. (W =7' D= 4.74') 1 CONST. SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4. 11 INSTALL 12 "X12" NDS CATCH BASINS IN THE LOCATIONS SHOWN. 21 CONSTRUCT 8" THICK CL -II BASE ACCESS ROAD ON 12" THICK COMPACTED SUBGRADE 95% REL. DRY DENSITY. a 32 INSTALL 15" RCP DRAINAGE PIPE. (L =6' & 5= 0.005) 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. 3 33 INSTALL 4" PERFORATED PVC PIPE PER SECTION, CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7 AND G -9. 13 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. MANUFACTURES RECOMMENDATIONS. 34 INSTALL 6" NDS TRENCH DRAIN PAD NOTE: REMOVE EXISTING DRIVEWAYS AND REPLACE IMPROVEMENTS PER SDRSD G -11. 24 INSTALL SDRSD STORM DRAIN MANHOLE D -10, RAISE RIM TO FINISH GRADE. 14 SEE LANDSCAPE PLANS FOR FEATURES. 35 INSTALL 6" FRENCH DRAIN TO THE GRADES AND LOCATIONS SHOWN 25 HOWN 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. CONSTRUCT INDIVIDUAL LOT BIO- RETENTION BASIN PER DETAIL, SHEET 7. » BUILDING HEIGHTS SHALL S MEASURED FROM APPROVED TTM PAD FOR SCORING PATTERN AND FINISH. 36 INSTALL 6 NDS ROUND GRATE OR PER LANDSCAPE RECOMMENDATIONS. TTM PAD ELEVATIONS ARE S ELEVATIONS. OFESS /p CONST. 4" THICK PCC SIDEWALK IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 16 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. Q�OQR w S � FOR SCORING PATTERN AND FINISH. � zns6 BURBANK ,`4, �� cq? O7 ---- CONST. PCC STAIRS IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN 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. ' F00IHILL RANCH, CA 92610 _ .o 8a- CONST. AC PAVEMENT IN ACCORDANCE WITH THE GEOTECHNICAL REPORT {4" AC /6" CL II MIN). 18 RAISE WATER VALVE TO FINISH GRADE W.A.S. STANDARDS. 28 INSTALL PRIVATE 24" HOPE TO THE ELEVATION SHOWN AND TRENCH PER CITY SIDS. 39 INSTALL 12" POP -UP EMITTER TO THE GRADES SHOWN. T. 949.916.3600 No. 33520 „ CONSULTING, INC. F. 949.916.3805 • Exp. 6/30/2016 » 19 PLACE SDRSD STD. D -40 RIP -RAP IN THE LIMITS SHOWN, EMBED 12 MINIMUM. 40 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H =1.5') CIViI. ENGINEERING 9a-- INSTALL WOOD FENCE IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLANS. � 29 CONSTRUCT SDRSD STD. C- 13C(TYPE D) REINFORCED CONCRETE RETAINING WALL. (H=2.5-) LAND PLANNING & SURVEYING - INC.NET'IFQF CAUF��\! @_ CONST, 5'6" HIGH MASONRY SCREEN WALL, TEXTURE, BLOCK COMPOSITION AND COLOR PER 20 CONSTRUCT SDRSD STD. 0-7 TYPE F W =3', STORM WATER INLET TO THE ELEVATIONS SHOWN. SEE DETAIL BELOW. NCw S HEEL SOIL RE -USE EXHIBIT &LOT 10 GRADING LANDSCAPE PLAN. SEE DETAILS SHEET 2 FOR STRUCTURAL DETAILS. 30 INSTALL SDRSD STD. D -30 HEADWALL. DESIGNED BY: DRAWN B CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DRAWING NO. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE K vvvb i- 6T /0 M n/` z 4 s A6 �U�LTS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: GRADING PLAN FOR: RS BU /LiFL.�L✓ SSE 440 .01410- /.?//.3 °f6- DESCRIPTION: 2.5" BRASS DISC IN CURB DATE:lZ ZAp t5' M , ^/F � 1264 LAKE DRIVE wit? /i5- [i'// /GTFiN/L Rt'�S /aY✓S LoT /D. LOCATION: NW QUAD BIRMINGHAM AND LAKE HORIZONTAL: AS SHOWN CITY VENTURES 12352-G _ RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 33520 MASIH MAHER fof�GLENN PRIUM T I'1 ELEVATION: 323.983' VERTICAL: AS SHOWN 260 -2� 2' -� DATUM: NAVD88 Q�AN P�1T(I Q �FfTf INCENT W. C PA I EXP.: 06/30/2016 DATE DATE 1 21 2 ct 1 5 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /EIA HEET 15A OF 4 No.b$Ib� � _ ASmBUILT Landscape Construction Documents for: Cardiff Collection 1264 Lake Drive, Cardiff, CA 92024 TTM# 10 -028 Prepared for: City Ventures 2850 Redhill Ave, Suite 200, Santa Ana, CA 92705 ABBREVIATIONS: AC AvIialtConrete FD HoorDrok PA Planning Area A/C Air Condenser FDN Foumlauon PI wiAI`OFW sBdion AD Area Drain FF Finish Flow PIP Prated in Place ABA American wRh DfsohiftAct FIT Finish Fbor EWdon PL Property une AGO Aggregate FG finish Gnsde POC PdntofConnecoon ALIGN Alignment fN fife tiydmnt POYC PointofVedkalCur M APPROX AWWmate FL F70Wune PREP ftepuflow ARCH Archited(uroo FOR Faceof8ufdng PSI Pounds per Square Inch 17 U -5.01 FOC FaoeaFCurb Pr Point017oogeW BC Basin OF Curb FOF Face of Nrdsh PVC Pa *44 Chloride OCR Beginning Curn Radius RX FamoFShp PVl Point of VMiceffnkvsedw 8D Bond FOW Face of Wag KNIT Pavan rat BF BaRamofFence FS FinishSurfoee R RasBus 81. Bose Line F7G FodPil RCP Reedorced Concrete Pipe am 8M Building Benchmark G Gas RD RaofDrofn Boc BarkofCA GA Gauge RE 1tenElevolron 8oP Boliomampe GALY Golvanhed REOPT Reasixiock am Bosom oFRomp GB Grade poke REF Rohmaae JIM Bosom OfStpe GC General Q rdrodor 1E NF Reinforced HOT gOHM GFCi Ground Fault CrcrrRlyderrupler REQ 6*W as Bolrom of Step GO Grid Origin REV Revision BvC Beginning of vedical Carve GR Grode RL Rid&e LNre 8W Boom of wall Gv Gois Voice RID Rough Opmmg ROW light4ft C48 CrshedAggregainBase H8 HC floseBRb GOP R/W RightofWay CB Cakf Basin MA H Header RP wusPoint CPS CublcFeetperSecand t1P hPairt S Serer CI Cost Iron HP High SCH Schedule CAP C00,in�bca Hr * SCO earC Squar C1 CaMrodionJoint SF Fed Square Feel CL CenterBrre ID Inside Dlomeler 5fit Sheet CLR aeomnm U Lech n Jaird SNF Smdfor CMB Cashed MiscelloneousBose IN Inch SPEC S CHIP Car"DWMshlPlpe 84V Invert SO Squaw CMu CWxr9lsmosomyunR lundonBox STA Sidon CO Cbanad A SID Shmbrd CQNC c�narrJe Sn sisal 00NT Cordfnuous LB Pound STRUC Sh oural 1F Linarfee SS SMAUSieel OR Double LOW UmitofWork TC Top of Cab DO DoeefedConahucfian *f IP LOW Awn! THK Tuck DET OF Deid Doom Fir h4UC kb*" 708 TOO 7opafBeom Of DminInlet MECH Medmmool Top OF COP DA Diameter MFD Mertium TOS TOPOFSbpe DiAL Diagonal MET 11eta! TAD To BeDdamined DNA Dimemhn MEG i anulicerrer T Top of DWG Drawing MH hbnhole TP Top of Own MIN Minimum TOR Topo"Imp E East MISC Ad110e03neos TS TOP of Sep (0 &gng MOM MehMaedOmomenlaJAW D? Typical FA Each TW Top of won ECR bid Curve Rodhs NC NO In Cadmd UNO Uhn Nolod 00mwise DFS bhw heubhon and Finish 4tem NO Number v venical EL ffC Hevok" aschkvf NOM Namnal VERf VerRca! EKI bKbsrre TS NITS Not ca W wet EQ Equal OC On Onler W/ Wsh EQUIP Equipnxnt OCEW On Cmdereach way Wro ftad EVC f ndVedhal Cum OD oudide Dlanew WC wolaclow EN Wway OE OrEquaf WI Wmwkkw &" HedreeNyWelded Moe Mesh OPG opening WP W*Tmf IX Wing OPP opposite WS WakrSurka ISAN DIEGUIYO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT k /A SC6 sYa -g /6 I /J M SSE ski - eT I SIGN DATE SIGN DATE CONSULTANT TEAM: CLIENT: City Ventures 2850 Redhill Avenue Santa Ana, Ca 92705 T.949- 251 -8030, F: 949 -250 -1529 Contort: Andrew Gerber /Mott Jansen email: agerber@cityventures.com/ maff@cttyverltums.com ARCHITECT: William Hezmalhalch Architects, Inc. 2850 Redhill Avenue, Suite 200 Santa Ana, Co 92705 -5543 T. 949 -250- .0607, F.949- 250 -1529 Contact: Chris Murray email: chrism @whainc.com LANDSCAPE ARCHITECT: The Collaborative West inc. 100 Avenida Miramar San Clemente, CA 92672 T.949- 366 -6624, F.949- 366 -6626 Contact. Blaine Shearer email: bshearer @thecollaborotivewest.com/ STRUCTURAL ENGINEER: Gouvis Engineering 4400 Campus Drive Newport Beach, Ca 92660 T.949- 752 -1612, F.949- 752 -2863 Contact: Jason Skudlarski email: iskudlarski@gouvisgroup.com CML ENGINEER: IRRIGATION CONSULTANT: C & V Consulting, inc. Sweeney & Associates 18 Technology, Suite 154 38730 Sky Canyon Drive Irvine, Ca 92618 Murrieta, Ca 92563 T: 949 -769 -6600, F: 949- 769 -6605 T. 951 -467 -6830, F :951461 -6850 Contact: Ryon Siftner /Doryl Kessler Contact: Chris Curry email: rbiftner Qcvc- Mc.net /dkewlerQwc- Mc.nef emaik ccurry@sweenyessoc.com SUBMITTALS: Date Description Date Description 2/11/71 Planning Commission Review 08130112 Approved Plans Coriftdion Plan Set (Planting Design) LC -1.02 Cmftdion Plan 5/9/11 First City Submittal AiO6124114 Mirror Client Revisions 11/11/71 Second City Submittal ® 09eo5114 Rta.ou411 IRK, CaftnftLLER 11/18/11 Third City Submittal LC -5.02 Cwslrudion Details 03/08/72 Fourth City Submittal Construdion Details 10 05/22/72 Fifth City Submittal 71 LI -0.01 07127112 SDWD Submittal 1.1-0.02 Irrigation Schedules and Notes 08106112 DEN Submittal InVotion Plan 14 SHEET INDEX: ?ly. Sht. No. Sheet rme 1 CS -0.01 Cover Sheet 2 LC -0.01 Construction Schedules 3 LC -1.01 Coriftdion Plan 4 LC -1.02 Cmftdion Plan 5 LC -1.03 Construction Plan 6 LC -1.04 Constriction Plan 7 LC -5.01 Construction Details 8 LC -5.02 Cwslrudion Details 9 LC -5.03 Construdion Details 10 LC -5.04 Coriftoon Details 71 LI -0.01 Irrigation Schedules and Notes 12 1.1-0.02 Irrigation Schedules and Notes 13 U -1.01 InVotion Plan 14 U -1.02 Irrigation Plan 15 U -1.03 Irrfgolion Plan 16 U -1.04 Irrigation Plan 17 U -5.01 Irrigation Details 18 LI -5.02 Irrigation Details 19 LP -0.01 Planting Schedules 20 LP -0.02 Planting Schedules 21 LP -1.01 Planting Plan 22 LP- 7.02 Planting Pion 23 LP -1.03 Planting Plan 24 LP- 7.03 E Planting Plan Enlargement 25 LP- 7.04 Planting Plan 26 LP -5.01 Planting Details 27 LP -5.02 Planting Details VICINITY MAP: LOCATION 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. THE COLLA50RATIVE WEST --------------- - - - - -- FIR M PAUL L. HADEN (LANDSCAPE ARCHITECT 100 AVENIDA MIRAMAR SAN CLEMENTE, CA 92672 /F0D71177�.`I. 06/24/2014 --------------- - - -- DATE: GA_RLA. 1912 LICENSE NO. AND EXPIRATION DATE 949.366.6624 --------------- PHONE UNDERGROUND UTILITY SERVICE ALERT OF SOUTNERN CWFMUU I Call: (800) 227 -2600 'CALLA MINIMUM OF TWO WORKING DAYS BEFORE YOU DiG' NOTE: Total landscape area to be planted and irrigated is 32,935 s.f. The project is subject to Chapter 23.26 of the Municipal Code (Water Efficient Landscape Program), which requires a landscape and irrigation plan to be prepared by a State licensed landscape designer. The requirements of Chapter 23.26 of the Encinitas Municipal Code have been implemented into the subject landscape plan. Sheet Title: COVER SHEET CS -0.01 Job No.: C M Scale: None Drawn: as NEW Sf4 ET Team: TCW Cnedaid: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK PLANNING AND BUILDING ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 0 RE PLACE. LANDSCAPE SHEETS 16 AA. /� ^a- -** DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPRO�/ED: _ LANDSCAPE PLANS FOR; 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE /I/1 �� /\ MASIH MAHER G}2519 RECORDFROIvI:CITYOFENGINFfAS ��✓�t -ANN `�vliv� CITYVENTURES �IOSrJ'I -G ELEVATION: 323.983' DAB ogre DATUM:NAVD88 127 Is 215 /IS 260- 2012 -18 SIGN DATE PLANNING CASE Nay 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 16ADF 42 CONSTRUCTION KEY NOTES: PAVING SCHEDULE: 01 Properly line. Curb and gutter - Refer to civil engineering plans. KEY DESCRIPTION COLOR FINISH MfG./SUMBER PATTERN THK. REBAR CEMENT BASE MNTING DETAIL COMMENT P-1 Concrete Sidewalk Natural Gray TopCast #03 Grace Square Score Per $of! Report Per Soils Report Per Soils Report Per Soils Report 1 /8t sawcut IAA 5.01 See footnote 1 below. P -2 Concrete Mowcurb Natural Gray Light broom finish Per Sol Report Per Soils Report Per Soils Report Per Soils Report _ 2AC -5.01 footnote 1 below. O ADA curb romp - Refer to emir engineering plans. PRO PROJECT NOTES. 4O Street light - Refer to civil engineering plans. Footnotes: Q �5 Rear yard bforetention BMP areas - Refer to civil engineering plans. Gross Swale BMP areas - Refer to civil engineering plans. .� /'� 1 / 1 Above-glaund utliily structure - Refer to uttlty plans. �/ Air conditioner n OndernSOrunit - Refer is mechanical plans. O >O9 Fire Hydrant - Refer to civil engineering plans. 10 Potable water meter for residence - Refer to civil engineering plans. SCA The following canditio is shall be completed and/or fulfilled to the satisl corm of awbitecmrally integrated, and shall be shielded from view and sound buffered to the g . a satisfaction of the Planning ' 1bePianning and Building Depattrreeiit: satisfaction and Building 717epartmem. Noce: t1U tunfmp equipment shall be assumed visible unless demonstrated otherwise to the 2. The Postmaster has reviewed the project oudd termined tbatone mailbox kinsk satisr�tion or the Planning and Building Department, and adequate structural will s feV for all 12 units. This mailbox kraal shall be insta[led a4 shown an support shall t e incorporated into bnadiugs�ign. Raatinp vent pipes shall the Landscape Plan dated received by the City on November 9, 2010 `to the combined below the roof, and stall mil w decorative caps where visible from any satisfaction of the Planning and Building Department and the. Posnaastec point. Ground- mmiated mechanical and electrical equipment shall also screened through use of a. wall, fence, landscaping, Henn, or combination thetcof to tiff 3 l?actf lot/unit shalt l e required to install the Iandseaprhg beyond that Which is satisfaction of the Planning and Building Department, AR exterior accessory shown on tine approved Landscape Plan dated received on November 9, 2010 structures shall be designeato be compatible with the primary building's ealerim to by the City of Encinitas within one (1) year after occupancy of the unit, the satisfacton of the planning andBuilding,Department. 4, U c letiort of the i rill Parr to an n Upon amp Installation of the landscaping and dal irrigation Y use of system; a final field observation shall be conducted and a eertifrcation of contained harein shall be completed or secured to the satisfaction of the Planning substantial completion shall be provided -to the City. The certificate shall and Building Department. specifically indicate that plants were installed as specified and that the irrigation system was installed.. as dessigirc& The certificate of substantial 014 A plan shall be submitted for approval by the Planning and Building Department, completion shall be complacd and signed by a State licensed landscape the Engineering Services Department, and the fire 'Department regarding the architect, laridscupe, contractor,: or as inigatran designer who also - holds a security treatment of the site during the construction phase, the on- and off-she State Beam in the landscape fell,.. circulation mid parking of crotwtmctmn wgrlkers' vehicles,. and any heavy equipapent needed For the construction of the project s The building footpaaat for all. residences 'stroll conform to the building envelopes 319 Garages enclosing required " pcs CStnblished pursuant m the approved Tentative. Map for the. subject g e4 cd parkGfe spaces shall be kept available and usable for the project with the following exceptions: parking of ownerftennnt vehicles at all times, urd may not be cooed or conveyed a.. Architectural projections shall be allowed as astablished `within separately -from the apprtenam. dwelling uniK Chapter 3(116 , of the Encinitas Municipal Cork in relation to the bui Idmg setback established with the approved Tentative Map. 21 All utility connections shall be designed to coordinate: with the aistitectural elements of the site so as not to be &.posod except where necessary, Locations of b. Patio eovcm and any and all accessory structures' proposed shall be pad mounted transformets, meter boxes, and other utility related items shall be included in the site hin submitted with the building eraiit application with err suifject to the provisions of Chapter, 3(.t6 of the Enainit9s Municipal P p `�� Cbde. The provisions for encroaching into building setbacks shall be appropriate screening treatmenk. Transformers, temnaal:.. boxes, meter cabings,. applied In. association. with the building envelopes established on the pedestals, ducts and.;other facilities may be pldeed Move ground provided (key are approved Tentative Map.. screened with landscaping:. 1. Refer to geotechnical soils report for sub -base, concrete thickness, and rebar size /spacing requirements. WALL SCHEDULE: KEY DESCRIPTION HEIGHT WIDTH MATERIAL FINISH CAP CAP FINISH MFG./SIIPPLIER DETAIL COMMENT iN T Perimeter Wall 5'-6' a, 87�7r16" u fawn Slumpstone Sack Finish 2xBx16° Fawn Precision p��,� rrV't.lin7n Angelus Block 3 /LC -5.01 .See footnote 1 below. y+/ 2 Entry Monument Wall 6' 4' Random Cut Stone Over CMU Tahoe Fieklsfone Some As Veneer Stone to Wrap Tahoe Fieldstone Valley Building Materials 949 - 855.9994 B /LC -5.01 See footnote 2 below. W-3 a Comer Monument Wall 6' 24" Random Cut Stone Over CMU Tahoe Fieldstone - me As Veneer Stone to Wrap Tahoe Fieldstone - Valley Building Materials 949 - 855.9994 2 /LC- 5.02 -See footnote 2 below. W.4 Perimeter Pilaster � 6 �� 3 -0 u1' 0 Random Cut Slone Over CMU Tahoe Fieldstone a As Veneer $lafle to Wrap Tahoe Fieldstone Valley Building Materials 949- 855.9994 4 /LC -5.02 See footnote 2 below. W -5 o Interior Pilasw 6' X 18 sq. 67060[16° Slump Block FpWn Slumpstane Sock Finish 21fb)f16° Precision Cap Fawn Precision Precision Angelus Block (71 )6378594 2/LC -5.03 See footnote 1 below. _ Footnotes: �. 1. Provide a rofrtf- resistant sealant Monochem Permashield Premium Matte Sealer) on all mason walls where visible from points beyond the site. Pro�^'er g ( / masonry Po � P� 2. Contactor IO fnSroN homer pieces of edge conditions to ensure that a clean, straight edge is achieved. GENERAL CONSTRUCTION NOTES: 7. A temporary businessrsal P office shall only lowed on Tax 4 in order to Ll TIM project is subject to Chapter 23:26 of the Municipal Code (Water Eflien rot o" ADA accessible parking. The temporary bus acss/sale3 office shall Landscape Program), which r'e9iAms a landscape and irrigation plan to be prepared: comply with the provisions ofChapter 30.4b IWA3 of the Wm6pal Code and by a State licensed landscape designer. The requircmenrs for the plans are listed �` shalt be Identil[red, on the building permit site plan and be mertmoed"upon the Chapter 23-96- The .landscape and irrigation plans includiif die requiredd signature issuance of Gpitificut, of Occupancy of the unit on the lot it is contained, within block of the State licensed landscape designer must be snbtnn as part of the to the satisfaction of the Planning and Building Department. building permit application for the proect 1i, The temporary evnsin¢tirxatrailcr` shall be relocated neon issuancoof Certificate L2 All required plantings tad aamnnated lir'rgation systems shall to in place polar to t>sn of Occupancy of LA 4nlnit 4 and removed after The last Lot/Unit receiving or occupancy of new buildings or structures. All required plantings mid.: automated -.. Certificate of Occupancy to the sit Suction of the Planning and Building irrigation systems shall be maintained in good condition, and wheneveof necessary, Departgxmt ' shall be new materials to ensure continued compliance with appircab% luidscrxiring, bun§rTtlg, and sreruetung requirements. A9. landscaping and irigatun . 9. The keeping of animals an lets 1 tluvtigli 12 shall he in conformance with FENCE SCHEDULE: 1. Conform Work to requirements of latest adopted edition of Uniform Building Cade and applicable local and state codes, pions, specifications, ordinances and regulations. 2. Prior to beginning wo14 become familiar with existing site conditions, including underground utilities and above grade features such as grading, walls, enc�, studuaes, etc. Contactor will be held responsible for his Own damage. KEY DESCRIPTION HEIGHT MATERIAL FINISH COLOR 2 COMMENTS F- i Wood Fence 5'-6' R@SOWR Cedar Stained (Semi - Transparent) Cabot 'Bark 5/LC -5.03 F -2 Perimeter Fence (Removable) S -6 Resmwt Cedar Stained t Cabot'Bork 7 /LCS.04 Fence boards to be tongue and groove. Tongue should be on up sire to prevent moisture tram collecting in groove. 3. Upon being awarded Contract, make necessary arrangements to insure that materials, supplies, and manpower will be available when needed to construct this project in on orderly and timely fashion. 4. Do not begin work until Contactors "Construction See drawings are current and have required puW agency Chapter 30.55 (ur roar Regulations) of the F,noinhos Municipal l Cade, systems shall be maintained in a mannermoit will not deptccia e, adjacent ply values and otherwise adversely affect adjacent. pro(ferties. All irrigation lines shall 10. Am accessory uses shown on the, approved: plans and as defined by Chapter be installed and nizintahied underground (except dap irrigation systems)( 30.48 (Accessory Use Regulations) of the Municipal Code, shall apply 10 the various outbuildings and accessary uses proposed on all 12 lots within the Ll All parking areas and driveways shall conform with Chapter 10,54 of die Municipal project. Ccimpliame with this Chapter shall be remonstrated during the Code and the City's Qffirtmel Puking and Design Manuel incorporated by reference budding plaacheck process prior to building permit issuance per lot. therein: F 3 TubularStee! Fence 5' -6' TubuktrSfeel Painted T8D b /LG5.03 approVf113. - 5. Verify properly lines and limit of work prior ra commencing work. 6. Refer to project Specifications for additional information. 7. Obtain necessary permits and pay for related inspection fees required to install Work. B. Written dimensions take precedence over scaling of Drawings. - 9. Where conflicts occur between Drawings and actual field conditions, notify Owner's Authorized Representative Immediately for clarlfkaffon. Failure to provide notification may hold Contractor liable for costs incurred to fectify problem, if required. 10. Prior installing paving, refer to the project's geotechnical report. Report discrepeneies between the technical reports recommendations and inforroatiort noted in the Paving Schedule. g� g T 1. Do not wil fuAy proceed with construction operations when it is obvious that unknown obstnr hm and grade differences exist that may not hove been known during the design process. Bring these conditions immediately to attention of Owner's Authorized Representative forreso(ution. Assume full srbilr for costs incurred P Poe b' and required modificottons due to lack of providing such notification. OS Approval Of this request shall not waive campij;ntse with any sections of the L4(b) An landscaping, f8ietes, walls, etc. on the situ in anyadj6h ing public parkways (!he Nwaidpid Cole and all other applteable City regulations it) effect at the :lime of area between the front property line and tire street) sbaft be permanently maintained' Building Permit issuance unless specifccaltywaivedherein. by the association. The, maintenance prograin shall include rtuare- care and irrigation of ft landscaping, a, pair and replacement of plant materials and Prior to issuing a final On:framing. the applicant shall provide asurvey irrigation systems as necessary, general hleanup of the landscaped and open: from a licrau d surveyor or a regfstcred civil engineer verifying that the building areas, parking arms and walkways, walls, fences, etc. Failure to maintain: - belght is in compliance with the approved plans. The height, ce ification /survey. landscaping and the site in general may result in rho setting of a public: hearing to shall be supplemented with a reinced (g %" x 11 ") copy of the site playa and revoke or modify rife approval. This condition Shall be recorded with the cxaveotint: elevations depicting the exact Point($) of certification. The engmcer /surveyor shalt required by this Resolution. contact the Planning and Building, bepartrucat to ideutily, and finalize: the coact poini(s) to be certified prior to cooductingtho survey. L5 All masonry freestanding or retaunng.. walls visible from.pohnts beyond the Project.., 54C shall be treated with a pr"etdive sealant coating to facilitate graffiti removal. Gl0 All retaining and other freestanding walls, fences, and enclosures shall be The sealant shah be of a type satisfactory to the Engineering and Planning and arcliiteaturlly designed in n manner similar in, and consistent with, the. primary Building Departments. Thepropurty,uwner shall hC responsible for the�rant va l Ina stmctmes (c,& shrew -mated masonry, spit- facebiock or slump souse). Thew item lowly manner of any graffiti posted an such walls. shall be approved by the Planning and Building Deputmont prim to the issuance of building a ndlor grading permits. S 1 Any signs proposed for this ;development. shall be designed arni approved in conformance with:Encin Encinitas Municipal Code Chapter 30.50. OpI All roof mounted equipment and appurtenat, iw9nding air cottdidoners and titer associated vents, cnndmis and oiW mechanical and electrical equipment; shall be URI Any future awdifisations to the approved project wilt be reviewed relative to the Section far substantial en Train p with a design review >e t contained , (be Section 23d)ti.1A( of the Muriiei d O`ot�. Modifications be d the scope described therein may require submittal of an i inea rtment to the design review pertrutand approval by the urtn °d'ed ugcziey' DR3 All project grading shall confotm wilt the approvedplans. if tin grading ig proposed. on the approved plaras orsubsequent grading plans are inconsistent with the grading shown on the approved plans, a design review permit for such grading shall be abtavned from the authofimd agency of the City prior to issranea of grading or GATE SCHEDULE: REy DESCRIPTION HGT -1MDTH MATERIAL FINISH COLOR GATE HARDWARE DETAIL COMMENTS G-1 Wood Sideyord Gate 5' -6" Resawn Cedor Stained Cabot 'Bark Per Contractor See ( 4 1LC -5.04 - Heavy duty stainless steel gate hardware G-2 � Tubular Steel Sldeyard Gate 5'-6' Tubular Steel Pointed TOD Per Contractor SB@ ( Comments) 8 /LC -5.04 - Heavy duly stainless steel gate hardware SITE AMENITIES SCHEDULE: KEY DESCRIPTION MATERIAL MFG. SUPPLIER MODEL 1R COLOR FINISH DETAIL COMMENTS AWLBOX: 8/LG5.02 building permits. 12. Be responsible for coordinating work with Owner, Owners Authorized Representative, General Contactor and his sub - contractors, public agencies, and project design consultants. Wall Face Random Cut Stom over CMU Valley Building Materials 949855 9994 NA Tahoe Fieldstone 13. Ensure that rough glade has been accepted by Owner prior to beginning work. Frame (fop, Sides and Back) Cold Rolled Stee TBD NA Raw 14. Ensure that fine grades have been established correctly and approved by Owner's Authorized Representative prior to beginning hardscope work. 15. Provide the following glade drops from paving finish surface: Turf areas - 1 1 /2', groundcover and shrub LpNDSCgp ��$p�Oa ° "' t re F ap Mailbox CBU AlumfnumJ Stainless Steel N/A Custom Accessoriese 800 - 265.0041 Type �' 12 doorl"I # 1570 -12 ' Dark Bronze N/A . SYMBOL LEGEND. SA 2 WEATHERED STEEL PLANTER: 4/LG5.01 rn gX a areas - 2". 16. Ensure that Contractor - Installed underground elements such as droinlines, irrigation mainlines and katerol; electncal conduit, sleeves, etc. are in place, operational, and approved by pubik agency inspection prior to installation of hardscope work. 16 �'r I2IrFi I ly ��P OF CAL I f� Planter Walls Cold Rolled Steel - - - -- 6v Center Line Indicates Section Letter -- - - - -- a l Property Line Indicates Section Sheet Number Posts Galvanised Steel TBD NA NA Galvanized 17. Paving mock-ups may be required on this project - refer to Paving Schedule and specifications for additional information. 18. Ensure that curved edges such as walkways, headerboard, and mowships have smooth and continuous curves. 19. Notify Owners Authorized Representative with proper (mourn oflead -ime as indicated in specifications prior to a Contlactor- requested site meeting. Failure to provide appropriate lead time may result in Contactor being badcdlarged for Owners Authorized Representatives time. PA Planting Area t - - - - - - Isolation Joint L Contraction Joint Indicates Elevation Letter Limit of Work fine Indicates Elevation Sheet Number Street Title: � CONSTRUCTION SCHEDULE /NOTES � � O. O 20. Refer to Civr1 Engineers drawings for precise grading, �P quantities, and drainage information. . E NN � M M Matchfine Indicates Enlargement Number Job No.: CT V09 21. Dimensions are to the lace of CMU or wood studs, unless indicated otherwise. tl� \ Align Enlargement Name /Description Scale: None 22. Provide isolation joints when povfng abuts vertical edges such as walls, steps, curbs, and columns. Point of Be rnnin / Origin Point of �W Indicates Enlargement Sheet Number NEW SHEET ��: � Team: TCW Chedded: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. A2 YMPLACE LANDSCAPE SHEETS 1-7 M, 0 DS-24-44 DESCRIPTION. 2:5" BRASS DISC IN CURB LOCATION NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OFENCINITAS ELEVATION: 323:983' DATUM: NAVD88 REVIEWED BY: APPROVED: 1000" � V t it �1 � MASniMAHER042619 peon -ENN ?RVIM DATA= Dare 21S/15 LANDSCAPE PLANS FOR; 1264 LAKE DRIVE CITY VENTURES 260- 241248 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA 10851 -G czem 7_/Aff SHEET 17A OF 42 -o w U O O V, cts N O U ■ Y �) 3` I II ' W -1 TW IL W-4 TW 6'-0" LU Wi `; iWS� +� L `! z h / O � i tK4 zz 08 tAl °z o o E W -1 51-e W4 4 S-'6' W -1 iW 5'' 6e �f 6 P -1 W-4 C .. F +2 SOUND WALL PER CONDITION SCE NOISE 1 vv I LAKE DRIVE __ �x P-1 W -1 W-4 7 �. Q W-1 _ W-4 W -1 Limit of Work _ -- - - - -- _ _ r 349,21 349.95 W1, n P FG 1 { 1W 66 IT 00 Fig ,`,.4n.'D FG_ 1 K WE TF 52 TW 118 V FF- 344,'�s 1 PA1)= 344.46 FF= 344.'0 I { E PAD - -344°00 0 3-49,85 TNT 342.51 i;r 343.31 F(, CHANGE NO, DESCRIPTION APPROVED DATE A2— AMFLAeE. LANVSCAPE. 514EE7S 1 /�•/I/� �6-24� AS lSu cT 5r -(r -r6 C (,M 7 —AM 345.GO 1 F -1 I U `J 24 -t- 00 _ P -1 W-4 W-1 7 SA-1 P -1 P -1 - 1 44 .r — mw M� _ I F -1 I 13 FG . Dw 1( : PAD=340,94 7 Gi 2 F i F -i i -- W -5 I 3 =2.14 FF- 3$2,61 W5 1.1b IF 2.15 F0 I FI I It u t ' t + 2 34 -3.41 x6,95 TW 61-01 10 j 2 W-4 -- V W-4 , FG ® � vim W -1 p L t: P -1 J t t rn o-u CONCREfEMpjA I �. - J-- w / _ POTABLE _ AREAS FROM I _ MAREA4 f� __ _. CONCRETE Mow cuae ro � P -2 seP,�Ra�E RecwMEn 10 w� € -r 0'i A POTAeif __ _ _____ ___ ROAD 10 PRNATE _ . 2 T _ __ jD C t CONCRETE MOW CURB TO --. FY#f1 - -_._ __. __. -_ SEPARATE RECiAIMED WATERLSE- - POPE WATER ...__,i - _. -.j ��..,,,, 2 - • US 'RtiM P-L i - Se Sheet LC-i,02 1 4 makh + I 'mil may' . 1 Ii -1v DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 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. ENGINEERING DEPARTMENT REVIEWED BY: APPROVED: /I/l • /V MASIH MAHER 042519 "14 TRVi1 DATE DATE '2, 5/1 c i rm iF I FG WWWWWR W//L+M a NSW SHEET r21o9h'f `' cl� 'rF OF CALiFC�� O Sheet Tide: CONSTRUCTION CZ PLAN v L LC -1.01 Job W.: CM09 Scale: P = 20 d' Do": as N Team: TClW 0mcl ed: TCW ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LANDSCAPE PLANS FOR; 1264 LAKE DRIVE Q CITY VENTURES 10851 -G o 260 - 201248 R PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 18AOF 42 ~ V 'T- 337.1 1 M O F= 337.60 0 ..: - �Q =337,10 V r I> u _ r 1 WWWWWR W//L+M a NSW SHEET r21o9h'f `' cl� 'rF OF CALiFC�� O Sheet Tide: CONSTRUCTION CZ PLAN v L LC -1.01 Job W.: CM09 Scale: P = 20 d' Do": as N Team: TClW 0mcl ed: TCW ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. LANDSCAPE PLANS FOR; 1264 LAKE DRIVE Q CITY VENTURES 10851 -G o 260 - 201248 R PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 18AOF 42 ~ V GO i t ff t 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 ofWall 4. Walls and fences not to exceed 6' in height per City TF Top of Fence requirement. � I I;147,11I_I � INEW SHEET J f' f I) i d- i Sheet Tdie: CONSTRUCTION PLAN -1.03 CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANDSCAPE SHEETS 2 O M. 86.24 1 REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT /✓� DESCRIPTION: 2.5" BRASS DISC IN CURB 4 1264 LAKE DRIVE / LOCATION: NW QUAD BIRMINGHAM AND LAKE S�✓ 7'il -(b C RECORD FROM: CITY OF ENCINITAS MASiHMAHPR 042519 �q/ �N v�M CITY VENTURES 1 0851 -G ELEVATION: 323.983' DATE DATE 2(S /)$ 260- 2012 -18 DATUM:NAVD88 PLANNING CASE NO: 10-028 TMDB /CDP /DR /MIN /EIA SHEET 20AOF 42 ■ i �j ray 4 - i i C tq _ di �X� i 11, F -3 TF 5L6" k f IFiI SYS8 f,- !- E srs� f - 5 f RYSB ,,rOr`C TF5 b' 6k W -5 -- 5 CHANGE NO, DESCRIPTIDN APPROVED DATE �2 REPLAC.E LANVSCLAFE SHERIS 21 M,M 06-24- IkS ILT 7 -cr-r� CGM 7�✓ / -1 i• DESCRIPTION: 2S" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM :NAVD88 F11 =' W -5' t4) IFiI 1, 332.10 4) "t) X MENOMMINSIMMIRM - -- -- Limit of Work 5 �- W 5 F "3 _ TF 5-61 — 7.. Tf A'111 LEGEND TW Top of Wall TF Top of Fence 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 freestanding fences per City requirement. Landscaping is required in separation areas. 4. Walls and fences not to exceed 6' in height per City requirement. M 5 X �- - - —� wl cV 0 13' fR 1j W-1 —TW S -6' _.f-s� w5 .�. — TF 5- 6- j . S _ 5 .1 0 r -- -- -u i ! : ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: APPROVED: /1/1 MASIH MAHER 042519 �Iwcil_Er(N PIW1M DATE DATE 2 / S/ I S '2\ NEW SHEET 3� e� 7. �i I iii X I r � f fjrfl /f �I %lff , jtrf E "I(. Eli L 1a n 1 H I( Cz OF CALIF ,U sheet,rde: z CONSTRUCTION �. PLAN v LC -1.04 Job No.: CW Scale: Drown: as N Team: TCW Checked: TCW CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DSCAPE PLANS FORT 1264 LAKE DRIVE p CITY VENTURES 10851 -G 260- 2012 -18 NNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 21A OF 42 ~ 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 fight. Refer to Electrical plans. 5. Electrical conduit Refer to Electrical plans. 6. Concrete footing per Structural Engineer. 7. Compacted subgrade per geotechnical soils report. S. Adjacent concrete paving. Refer to Construction Plan. 9. Adjacent perimeter wall. Refer to Construtction Plan. 10. Finish surface of adjacent paving. 11. Adjacent planting area. NOTES A Refer to Construction Schedule for ail colors, types, and finishes. B. Refer to Structural Engineer's and Soil Engineers planslreports for all connections, reinforcing, and footing requirements. C. Mailbox not to exceed 6'-0° in height per City of Encinitas requirement. rl n1 PLAN VIEW A "'L B a0i Fnuni q Fn' sni IV M ELEVATION A SECTION 2 LEGEND 1. CMU pilaster with stone veneer finish (up and over). 2. Concrete footing per Structural Engineer. 3. Compacted subgrode per geotechnicol soils report. 4. Adjacent perimeter wall. Refer to Construction Plan. 5. Finish grade of adjacent planting area. 6. Adjacent planting area. - I! V NOTES A Refer to Construction Schedule for all 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 V -0" in height per City of Encinitas requirement. 3' -0' PLAN VIEW i e v ELEVATION A 2-1P T_ LEGEND I. CMU monument wall 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. NOTES A Refer to Construction Schedule for all colors, Types, and finishes. B. Refer to Structural Engineers and Soil Engineers plans /reports for all connections, reinforcing, and footing requirements. C. Comer monument wall not to exceed 6-0' in height per City of Encinitas requirement. NO `c V Z PLAN VIEW °v ELEVATION A k 2-T NEIM SHEET 4 L 1 i sheet rWe: CONSTRUCTION DETAILS LC -5.02 Y v v •• v, Job W. CiV09 ,/ nMw�u.dws 8 MAILBOX SA -1 3/4'11' -4] 3140 = 11' s3 3141 Scale: Scale: As Shown j ] 4 PERIMETER PILASTER [W ] 2 CORNER MONUMENT WALL � ] = 1-0' �. as Team. rCw 2 2 ' Checked. rcw CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANOSCAPE SHEET$ 23 M /� 9624 �14 DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE A$ -4U�Li a� -�,i(,(g� RECORD FROM: CITY OfENCINITAS MASIHMAHERC4251s te./QrLVNt'4-M% CITY VENTURES 10851 -G ELEVATION: 323.983' DATE DATE 2/ S I 260- 2012 -18 DATUM:NAVD88 / S PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 23p%0E 42 II Ili v LEGEND 1. 1x6" fence board with tongue and groove. 2 Ix3" fence board with tongue 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. SEC NOTES A All wood to be rasa" Cedar. B. Tongue on tongue and groove 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 /putt' all connections. E. Paint / Stain per Plan. F. Refer to Structural Engineers and So ' Engineer's plans /reports for all conm reinforcing, and footing requirement 7 1 PERIMETER FENCE (REMOVABLE) [F -2] LEGEND I. 1 -1/2" x 1" tubular steel got frame. 2. 1 -1/2" x 1" tubular steel mid rails. 3. 5/8' sq. tubular steel pickets of 4' o.c.. 4. 2 heavy -duly self closing hinges. 5. Lockable gravity latch. 6. Adjacent tubular steel fence. 7. Finish grade. NOTES A Refer to ConahucMon plan for colors, types, finishes and manufacturer requirements. 8. Al tubular steel pieces to be metaltzed. C. Treat field welds to prevent rust. D. Welds shall be continuous and ground smooth. H PLAN VIEW I I I I I I I f 5 ELEVATION L J I I L— I I I I I I _. - - _.J .:r.1 i LEGEND I. 25x4" top rail. 2. 25x6" stiles to accept 1x6 vertical tongue and groove. 3. 15x6' tongue and groove. 4. 25x4" mid mil to match adjacent fence. 5. 25x4" bottom rail. 6. 15x2" top trim to match adjacent fence. 7. Adjacent fence per plan. 8. 2 heavy -duty self closing hinges. 9. 2511" stopper. 10. 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" = I' -a' �o L0 3-0" %1 %1 PerimeterFmo.cin Scale: 314' = I'-0' QNEW SHEET Sheet Title: CONSTRUCTION DETAILS LC -5.04 PAM WW ram wre. - - - - - - - - - - - - - - - - - - - - - Wood Safe Yard Gate.dwp A Job No.: CIV09 8 TUBULAR STEEL SIDE YARD GATE [G -2] 3/4° =11 3 WOOD SIDE YARD GATE [G=1] 3141= I'-o' ale; As shown Drawn: 8S Team: TCW 2 2 Checked: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2.5 "BRASS DISC IN CURB REPLACE LANDSG REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT 12 64 LAKE DRIVE -ACE /�►PE SHEETS 2 5 �� - c� ��r �I�I•� .�e - �� M LOCATION: NW QUAD BIRMINGHAM AND LAKE Z� �/ RECORD FROM: CITY OF ENCINffAS MASIHMAFER (s}2519 t W Cv-#.N/J mu1M CITY VENTURES 1085'1 -Gi V �- 7 -l!'!> �^•+ ELEVATION: 323.983' DATUM: NAVD88 DATE DATE Z/ S� I S 260- 2012 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 25A OF 42 0 CZ U 0 O U IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TOANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUTBY 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 R IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE 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 INA SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PASTTHE 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 ORADJUSTMENT 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 AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. n (11,2) BORDER \ MOUNTING ICAL ALL AROUND SCREW LOCATION 450rtm (18 ") "DO NOT DRINK" SIGN "DO NOT DRINK "'�' axTdea IraTr" SIGN, SEE DETAIL ABOVE FINISH GRADE •i Q •a N CONCRETE +` o a 200mm NOTES: 7 8 0 I MI N 1) REFER TO SECTION 15151 OF THE SPECIFICATIONS 2) SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET. THICKNESS 1.6m (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 f0pmn x 100mn (4" x 4 ") PRESSURE TREATED WOOD POST SET IN CONCRETE. ATTACH THE SIGN TO THE POST USING 6.4am x 38mn (1,4" x 21,2 0) ANODIZED LAG SCREWS AND WASHERS (2 EACH) IWATER AGENCIES STANDARDS RECYCLED WATER "DO NOT DRINK" SIGN C0Yli1TTS6 APPROYAL 11/16/2007 0 T RECYCLED WATER SIGN IRRIGATION CONTROLLER RUN TIMES This site in i 1 POC or Controller irrigated with JAN FEB RFCYCLBn ''9Y'ATEk - AGUA RECICLADA a ma DO NOT NO BEBA ZN Q Q NOV DEC a DRINK RL AGUA U 2.10 3.30 4.10 4.40 5.10 5.90 L_._ Agency of Jurisdiction Nnm4 n (11,2) BORDER \ MOUNTING ICAL ALL AROUND SCREW LOCATION 450rtm (18 ") "DO NOT DRINK" SIGN "DO NOT DRINK "'�' axTdea IraTr" SIGN, SEE DETAIL ABOVE FINISH GRADE •i Q •a N CONCRETE +` o a 200mm NOTES: 7 8 0 I MI N 1) REFER TO SECTION 15151 OF THE SPECIFICATIONS 2) SIGNS SHALL BE MANUFACTURED OF ALUMINUM SHEET. THICKNESS 1.6m (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 f0pmn x 100mn (4" x 4 ") PRESSURE TREATED WOOD POST SET IN CONCRETE. ATTACH THE SIGN TO THE POST USING 6.4am x 38mn (1,4" x 21,2 0) ANODIZED LAG SCREWS AND WASHERS (2 EACH) IWATER AGENCIES STANDARDS RECYCLED WATER "DO NOT DRINK" SIGN C0Yli1TTS6 APPROYAL 11/16/2007 0 T RECYCLED WATER SIGN IRRIGATION CONTROLLER RUN TIMES WATER METER NUMBER 1 POC or Controller 1.00 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC Total / Avg. 20 Efo / Month (Inches): 1.60 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 0.10 0.07 0.05 0.12 Irri ation Days Week: 6 6 6 6 1 6 1 6 1 6 1 6 1 $ 1 6 6 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 Plant / Irri . Type I AKc Pr Rate HE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC X)= FEET OF MAINLINE: CL. 315 PVC N/A 12 0.00 PSI 1.50 4 - 90 DEGREE ELBOWS 20 13 0.39 Shrubs 0.40 0.77 0.90 2.1 3.0 4.3 5.5 5.7 6.9 7.7 7.0 5.4 4.2 1 2.8 1 Z2 Min. /Day /Zone Drip Number of Zones: 13 27.1 39.4 55.9 71.8 74.6 89.3 100.0 91.5 70.0 54.2 1 36.8 1 28.8 ITotal Min./Day Canopy Trees 1 0.80 1 3.00 0.90 1.1 1.6 2.2 2.8 2.9 3.5 19 3.6 2.8 2.1 1 1.5 1 1.1 Min. /Day /Zone Bubbler I Number of Zones: 6 6.4 9.3 13.2 17.0 17.7 21.2 23.7 21.7 16.6 12.8 1 8.7 1 6.8 ITotal Min. /Day PSI Total Number of Zones: 19 34 49 69 89 92 110 124 113 87 67 1 45 36 Total Min. /Day Total Controller Run Time in Hours: 0.56 1 0.81 1.15 1.48 1.54 1.84 2.06 1.89 1.44 L 1.12 1 0.76 1 0.59 Total Hrs. /Day JAN I FEB MAR APR MAY JUN JUL AUG I SEP I OCT NOV DEC WATER PRESSURE LOSS CALCULATIONS WATER METER NUMBER 1 IWATER METER SIZE (Inches) 1.00 HYDRAULIC GRADE LINE (FT) 11.7 5 IWATER METER ELEVATION (FT) 342 ELEVATION DIFFERENCE (FT) I IMINIMUM STATIC PRESSURE (PSI) 77.0 REMOTE CONTROL VALVE # 19 IREMOTE CONTROL VALVE SIZE (in.) 1.00 R.C.V. DEMAND (GPM) 20 ITOTAL DEMAND (GPM) = 20 HIGHEST HEAD SERVED (FT) 349 ISTATIC PRESSURE AT HIGHEST HEAD WILKINS swee le(y + associates 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 C 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) 1 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 20 10 4.00 PSI N/A K)M FEET OF MAINLINE: CL. 315 PVC N/A 11 0.00 PSI N/A 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 14 3.00 PSI 10% LATERAL LINE LOSSES 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) 18 42.6 PSI PRESSURE REQUIRED AT HEAD (OPERATING PRESSURE) 19 30.0 PSI TOTAL PRESSURE REQUIRED (SUM OF #18 AND #19) 20 72.6 PSI STATIC WATER PRESSURE (FROM ABOVE) 21 77.0 PSI RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 22 4.4 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) 23 N/A PSI PRESSURE BOOST, IF REQUIRED (SET TO ACHIEVE 20 PSI RESIDUAL) 24 N/A PSI LANDSCAPE IRRIGATION WATER ANALYSIS PROJECT: City Ventures Lake Drive ETD: = 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 Gat. /Yr ESTIMATED APPLIED WATER USED: EAWU= (ETo)(0.62) x [( HA x PF)) 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 Gal. /Yr IRRIGATION MATERIAL LEGEND SYMBOL MANUFACT. MODEL NO. / DESCRIPTION my 11 93 NO SYMBOL 10 m NO SYMBOL IN E NO SYMBOL L5 NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL NO SYMBOL GPM PSI RADIUS PR (TRI.) DETAIL HUNTER PROS- 06- PRS30 -CV -R POP -UP BUBBLER HEAD W/ PCN -50 BUBBLE NOZZLE, .50 (1.0) 30 N/A N/A A MIXED WATER USE SHRUBS WITH DRIP EACH SYMBOL REPRESENTS (2) BUBBLERS PER 24/36" BOX TREE, LOW WATER USE CANOPY TREES WITH BUBBLERS 11.7 5 (3) BUBBLERS PER 48" BOX TREE, AND (4) BUBBLERS PER 60" BOX TREE. DRAWING NO. 2. PLACE BUBBLERS AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF TREE TYPICAL. AA • - ^ ,N ' HUNTER SD -B -STK SOLO DRIP BUBBLER ON STAKE - SEE DETAIL .20 25 N/A N/A R HOUSE METERS POTABLE WATER METER FOR RESIDENCE -REFER TO CIVIL ENGINEER'S PLANS. N/A 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" R/P BACKFLOW PREVENTION DEVICE WITH WYE STRAINER B V.I.T. STRONG BOX SBBC -30SS STAINLESS STEEL "SMOOTH TOUCH" BACKFLOW DEVICE ENCLOSURE B SUPERIOR MODEL 3200 11/2" NORMALLY CLOSED, BRASS MASTER CONTROL VALVE W /PURPLE HANDLE WIRE BOTH TO CONTROLLER C HUNTER FCT -100, 1" PVC FLOW SENSOR IN A SCH. 40 TEE, WIRE BOTH TO CONTROLLER USING (2) 16 GAUGE WIRES WITHIN A D 1" CONDUIT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS. LASCO SLO -CLOSE SCH. 80 PVC TRUE -UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE E HUNTER HQ- 33DLRC -R QUICK COUPLER VALVE, INSTALL WITHIN 10" ROUND VALVE BOX F HUNTER ICV- IXIG -AS -R (1 ", 11/2,) SERIES PRESSURE REGULATED W /PURPLE HANDLE, 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. V.I.T. SB -16SS STRONGBOX STAINLESS STEEL TOP -ENTRY CONTROLLER ENCLOSURE WITH CSA SUB- ASSEMBLY, RGVRSS AND QP -16 1 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 -075 WITH PVC TEE OR ELL FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIP TUBING K,L HUNTER ALL CONNECTIONS BETWEEN DRIP TUBING SHALL BE MADE USING PLD FITTINGS. K,L 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- AVRAIRIVACUUM 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 BOX AT 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 1B" FROM PAVING AND AT HIGH POINTS OF PLANTER AREA. 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. AS APPROVED IRRIGATION CONTROL WIRE 414UF AWG DIRECT BURIAL (UAL. APPROVED) O,P,Q 3M DBY -6 DIRECT BURIAL WATER -PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED) Q K.B.I. KC -XXX -S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV N/A IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD /EMITTER DRAINAGE. 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 HOPE BODY AND PURPLE LIDS. FOR USE IN NON - VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT. 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-F DESCRIPTION DRIP SUB - SURFACE DRIP TUBING BUBB I POP -UP BUBBLERS SAN DIEGUITO WATER DISTRICT COUNTY OF SAN DIEGO D.E.H. Land and Water Qualitv Division GLENN LEEKS Environmental Health Specialist DATE: DATE: SAN ELIJO JOINT POWERS AUTHORITY DATE: CONTROLLERISTATION NUMBER VALVE SIZE FVALVE FLOW (GPM) A20 1 1.5 1 35 30 1 1 S 11.7 5 1,500 --- OPERATING PRESSURE (PSI) - ZONE AREA (SFT) L L L ZONE PRECIPITATION RATE IRRIGATION METHOD HYDROZONE NUMBER sweeney + associates �aaiwnox oaawN uocona�nn"a Califs is e 36730 Sky Gnrm Dft%SuBe C MuMeta,CA92563 951.46L6610 p • 961.161.6666 f emaiNswee eyessomm wwwAweeneyan wm Marieu6Calikmia • Austiq Texas • FL Laudedak 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 Izi� NEW SHEET Sleet Tdle: INIGATION SCHEDULES AND NOTES L1 =0e01 Job No. Scale: Dm": Team: Cheded: ClM None M TOW TOW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2. REPLAC -F- LANV5CAKE- SHEETS �p AA • - ^ ,N ' Q6�4=t4' DESCRIPTION: 2.5 "BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM: NAVD88 REVIEWED BY: APPROVED: MASIHMAHER 042519 g&e 'ENN PRUIM G��^ DATE DATE 2./.S/IS LANDSCAPE PLANS FOR 1264 LAKE DRIVE CITY VENTURES 260 - 2012 -18 PLANNING CASE NO: 10-028 TMDB /CDP /DR /MIN /EIA 1085'1 -G !� IYS .6 U �! � -�� f l O L(� I SHEET 26AOF 42 f * TEST STATION RARE IN TURF AREAS RECTANGULAR VALVE BOX WITH T -COVER AND STAINLESS STEEL BOLT AND:LOC -KIT, INSTALL TIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. AND "BS" ONTO LID. FINISHED GRADE IN SHRUB AREAS L- PVC MAINLINE FROG PVC MAINLIE TO MASTER BACKFLOW DEVICE OR CONTROL VALVE OR OTHER WATER METER AS RED. EQUIPMENT AS REQUIRED LASCO #896 PVC UNION BRICK SUPPORTS, SLIP X MIPT, SIZE PER RCV, d REQUIRED 2 REQUIRED FOR ASSEMBLY LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL; COVER BOTTOM AND ALL 4" MINIMUM DEPTH SECTION VIEW _ N.T.S. SIDES OF VALVE BOX :41�Ms 1ear;armamw. NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOA' FOR PIPE, DO NOT CUT BOX:. i�I Ye1:F6III pL �i 7 *ftN � 1 . i• /aTel9n l oFal21141 4110altoFUM 01(111:41901 ia:1111]R I1 1 :01 BASKET S(TRAINER STREET pal al MINIMUM REQI Vi;'RIIGAL SEP NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND�L,EEVES SHALL BE PURPLE AND LABELED AS SPECIL'atEp�rygIN, THE FOR GMON TIRUCTI N . 'e RUUL 0 yeD R ULIt N. OCTOBER 1993..:. , :• APPROX POTABLE SERVICE LINE ( 12" RECLAIMED WATER. IRRIGATION MAINLINE WTH SLEEVE NOTE: VERTICAL CLEARANCE OF le MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABirE WATER LINE. INSTALLATION OF RECLAIMED WA EERR lRRIGATI! MAINLINE 24 FROM FACE OF SIDEWALK WALL PROVIDE THE NEEERSSARY i0 HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE M THE STREET. s� o� ♦ r� Irrigation Map San Dieguito Prater District Recycled mater Standard Plan Notes 1) All work shall be done iu accordance with the °Rules and Regulations for Recycled Water *service within the SanDieguito Aster Disrict " 2) The Contractor shall notify the District's Inspection Department 49 hours in advance of beginning were to arrange for inspection of project. the Contractoi shall give 24 hours notice on calls for inspection Phcwe (760) 633 -2709. All work preformed without benefit of inspection will be subject to rejection and removal. 3) The Coutactor will he required to schedule a mandatory pre-construction conference with the San Dieguito Water District inspector prior to commencement of work on water improvements. Phone: (760) 633 -2709. 4) Drinking fountains and designated canna areas shall : be protected from spray of recycled water. Best management practices shall be used to marimiae recycled water encroacianent on public facilities such as picnic tables, barbecues, playgrounds, etc. 5) Best management practices shall be used to eliminate ponding,;run -off, over -spray and misting. 6) Hose bibs are strictly prof ibited trdeas designed and operated in a. manner acceptable to the District and San Diego County Depastatent ofEnvironmental Health. 7) On -site cross corrections between recycled water lines and potable litres are strictly prohibited. 8) No substitutions of pipe materials will be Mowed without prior approval ofthe District. 9) Ail mainline pipes shell have warning tapeper District Rules and Regulations. 10) Hours for irrigation with recycled water are from 10:00 pan. to 6:06 am. The hams for inigation with disinfected tertiary recycled water may be modified by local. authority. Irrigation during public use periods with disinfected tertiary reeveled water shall be under she supervision of the designatcdnser supera£so- 11) Burial of all widim and piping shall be per District Rules and Regulations. 12)Non- designated use areas shall be protected from contact with recycled water, whether by windblown .. spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 13) Irrigation heads shall be relocated or adjusted to prevent ewer- spraying on sidewalks, streets and non-designated use :areas. 14) Recycled water quick coupling valves shall be of a type designed for use on reeyeied water distribution systems (spikes not interchangeable with potable water quick coupler spikes) per District Rules and Regulations. 15) All recycled water appurtenances (sprinkler beads, valve bases, etc:). shall he colwr ded purplc per AWii"A guidehmsand Section 115815 of the California Health and Safety. Codes. 16) All irrigation pipes shall be stenciled with the warning "NQN- POTABLE or RECYCLED WATER ", color -coded purple and laid with wanting tape and stenciling oriented toward the top of the musch per District Rules and Regulations. 1T) On new on -site systems, potable water, constant. pressurerecyeledand sewer limes shall be placed a minimum of few (4) feet apart or as directed by the governing regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. 18) Constant pressure recrJed water limes shall cross at least twelve (12) inches below potable water lines and shall . maintain at least twelve (12) inches crossing separation between other utilities. 19) If a constant pressure recycled water lime must be installed aborm a potable water Rotor less than .twelve (12) inches below a potable neater line. than the recycled water line shall be installed within an approved protective sleeve per District Rules and Regulations. 20) Developertcontractor shall conduct a cross - connection test and coverage test as directs by the District and:tlte San Diego County Department. of Environmental Health prior to any use of recycled water.. 2I)The required cross - correction inspection shall be dome by either the District andior the San Diego County Department ofEnviu mmemal Health. 22)The design andlocatiotts "mad for recycled water `DO NOT DRWK- srgaa shall he caIle3 out on the plans. 23) An on -site water supervisor "I be designated in writing. This individual shall be famiiliarwith plumbing systems within the property. with the basic concepts of bwkilmci crass connection.. :protection;. the District Rules and Regulations and the specific requirements of a recycled water system. In Cate . of .. y : Greg Jones .. at 8535- 525 -3105 ,-Nwle PlumeNumber Carlos Pa xao at 949-22&3701 N c PhnneNmabor Afier how contact 0neg Jones At 858- 525 - 51'05 xam ber Carlos Paim a$ 949- 226-3701 Naw ' Pan Nwabcr 24) All public and private potable water mains including fire mattes anti any water wAk and watercourses within the recycled water project shall lie -shown on- thepiana,. 25) Cat, out on the Plans ifihtze are orate not drinking fountains vid6w4aigawh vindow eatitlf areas on the site. 27)Aphysical sepasaam Sweeney + associates INRIQA cox L1owN AND CONWLT IMG cdoomN 89739$kyCm atD1M5W9eG Murrlafe6G92568 95L461AM p • 9SL46LGSSOI www.sweat "Noccam I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN NEW SHEET Sheet Tide: IRRIGATION SCHEDULES AND NOTES LI =0*0 Job NO.: CW Sects: N" Dm". A. T"In. TCW Checked. IV CHANGE NO, DESCRIPTION APPROVED ' DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING M0, _ REVIEWED BY: APPROVED: LANDSCAPE PLANS FOPr �2 REPLACE L ANUSCAPE SHEETS 'j'I M. Ob -1"4► DESCRIPTION; 2.5" BRASS DISC IN CURBI �_ 1264 LADE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE - -- p �/ L, 1 MASIH MAHER C426 9 As %S() J /lW -ll �: RECORD FROM. CITY OF ENCINITAS go C1r% -CtNTI i"RvIM CITY VENTURES 10851-G ELEVATION: 323:583' DATE DATE 2.15/13 260-2012A8 8 DATUM: NAVD88 PLANNING CASE NO; 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 27A aF 42 i • • I FROM lPE5SU13E TO MASTER VALUE _ RECOLATOR L $ FLOW SENSOR � SEE MOTE 2 ( } 2 3 PLAN VIEW 6 2 8�t FROM RRES�ufiE v TO MASTER REGULATOR � VALVE 8 FLOW �a1 0 oCo 's�a � e C4C 1 t, SENSi3R SE'E NOTE 2 o e (p op 1D PROFILE H P�SSURE s si �rASTcr`, =SaEtZOR ETER (- STRAINER CHECK VALVE REuLATDR �,t, VALVE POC SEOUEME NOTESY 1) REFER T3 SECTION 15151 AND 15152 Ci THE SPECIFICATIONS 2) INSTALL ONE TEST STATION LOCATED DIRECT=LY DOWNSTREAM OF IRRIGATION CHECK AND PRE$S[JRE RE'GULAT:7R VALVE PER WR -03 COND CROSS CONNECTION TEST STATION INSTALLED AT FAR END OF ON SITE `MAIN LINE 3) SS T 4) 31CAND 'TS:' ON PLASTIC TEST STATION LIDS 'TNED ITEM SIZE AND DESCRIPTION. INOM SIZE AR!€1'. DESCRIPTION I 1aMM (Afa "} SCH 80 PVC 90 ELL 5 19mm i3,4°1 SCHEMY -E 80 BRASS NIPPLE 2 18MM 0,4I SCH BO BRASS: CLOSE NIPPLE 6 METTR BOX WITH PURPLE COLt2RED LID 3: 19mm €`} BRASS LOCKABLE BALL VALVE, I LINE SIZE BRASS BALL VALUE FIP x METER SWIVEL S LINE SIZE x 19 l 1 Fq'—)S CH 80 TEE: 4 119^m x €rnp (3v1" x "A") 'BRASS THREADED 9 TYPE "K`> COPPER OR BRASS PIPE ONLY BUSHING WITH 6.3mtD ('-1R "> CAPPED? OUTLET 101 150M 46 ") BASE OF I-Q A3tg`} ROCK 25mm (1 " ) AND 50M (2' ") WATER AGENCIES STANDARDS RECYCLED WATER IRRIGATION VORM1T'TEE APPROVAL 1, /03i2o0S 1BRAWYNC CROSS CONNECTION TEST STATION Mft W -04 * TEST STATION RARE IN TURF AREAS RECTANGULAR VALVE BOX WITH T -COVER AND STAINLESS STEEL BOLT AND:LOC -KIT, INSTALL TIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. AND "BS" ONTO LID. FINISHED GRADE IN SHRUB AREAS L- PVC MAINLINE FROG PVC MAINLIE TO MASTER BACKFLOW DEVICE OR CONTROL VALVE OR OTHER WATER METER AS RED. EQUIPMENT AS REQUIRED LASCO #896 PVC UNION BRICK SUPPORTS, SLIP X MIPT, SIZE PER RCV, d REQUIRED 2 REQUIRED FOR ASSEMBLY LANDSCAPE FABRIC TO 3/4" CRUSHED GRAVEL; COVER BOTTOM AND ALL 4" MINIMUM DEPTH SECTION VIEW _ N.T.S. SIDES OF VALVE BOX :41�Ms 1ear;armamw. NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOA' FOR PIPE, DO NOT CUT BOX:. i�I Ye1:F6III pL �i 7 *ftN � 1 . i• /aTel9n l oFal21141 4110altoFUM 01(111:41901 ia:1111]R I1 1 :01 BASKET S(TRAINER STREET pal al MINIMUM REQI Vi;'RIIGAL SEP NOTE: ALL RECLAIMED WATER IRRIGATION PIPE AND�L,EEVES SHALL BE PURPLE AND LABELED AS SPECIL'atEp�rygIN, THE FOR GMON TIRUCTI N . 'e RUUL 0 yeD R ULIt N. OCTOBER 1993..:. , :• APPROX POTABLE SERVICE LINE ( 12" RECLAIMED WATER. IRRIGATION MAINLINE WTH SLEEVE NOTE: VERTICAL CLEARANCE OF le MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABirE WATER LINE. INSTALLATION OF RECLAIMED WA EERR lRRIGATI! MAINLINE 24 FROM FACE OF SIDEWALK WALL PROVIDE THE NEEERSSARY i0 HORIZONTAL CLEARANCE FROM THE POTABLE MAINLINE M THE STREET. s� o� ♦ r� Irrigation Map San Dieguito Prater District Recycled mater Standard Plan Notes 1) All work shall be done iu accordance with the °Rules and Regulations for Recycled Water *service within the SanDieguito Aster Disrict " 2) The Contractor shall notify the District's Inspection Department 49 hours in advance of beginning were to arrange for inspection of project. the Contractoi shall give 24 hours notice on calls for inspection Phcwe (760) 633 -2709. All work preformed without benefit of inspection will be subject to rejection and removal. 3) The Coutactor will he required to schedule a mandatory pre-construction conference with the San Dieguito Water District inspector prior to commencement of work on water improvements. Phone: (760) 633 -2709. 4) Drinking fountains and designated canna areas shall : be protected from spray of recycled water. Best management practices shall be used to marimiae recycled water encroacianent on public facilities such as picnic tables, barbecues, playgrounds, etc. 5) Best management practices shall be used to eliminate ponding,;run -off, over -spray and misting. 6) Hose bibs are strictly prof ibited trdeas designed and operated in a. manner acceptable to the District and San Diego County Depastatent ofEnvironmental Health. 7) On -site cross corrections between recycled water lines and potable litres are strictly prohibited. 8) No substitutions of pipe materials will be Mowed without prior approval ofthe District. 9) Ail mainline pipes shell have warning tapeper District Rules and Regulations. 10) Hours for irrigation with recycled water are from 10:00 pan. to 6:06 am. The hams for inigation with disinfected tertiary recycled water may be modified by local. authority. Irrigation during public use periods with disinfected tertiary reeveled water shall be under she supervision of the designatcdnser supera£so- 11) Burial of all widim and piping shall be per District Rules and Regulations. 12)Non- designated use areas shall be protected from contact with recycled water, whether by windblown .. spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 13) Irrigation heads shall be relocated or adjusted to prevent ewer- spraying on sidewalks, streets and non-designated use :areas. 14) Recycled water quick coupling valves shall be of a type designed for use on reeyeied water distribution systems (spikes not interchangeable with potable water quick coupler spikes) per District Rules and Regulations. 15) All recycled water appurtenances (sprinkler beads, valve bases, etc:). shall he colwr ded purplc per AWii"A guidehmsand Section 115815 of the California Health and Safety. Codes. 16) All irrigation pipes shall be stenciled with the warning "NQN- POTABLE or RECYCLED WATER ", color -coded purple and laid with wanting tape and stenciling oriented toward the top of the musch per District Rules and Regulations. 1T) On new on -site systems, potable water, constant. pressurerecyeledand sewer limes shall be placed a minimum of few (4) feet apart or as directed by the governing regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. 18) Constant pressure recrJed water limes shall cross at least twelve (12) inches below potable water lines and shall . maintain at least twelve (12) inches crossing separation between other utilities. 19) If a constant pressure recycled water lime must be installed aborm a potable water Rotor less than .twelve (12) inches below a potable neater line. than the recycled water line shall be installed within an approved protective sleeve per District Rules and Regulations. 20) Developertcontractor shall conduct a cross - connection test and coverage test as directs by the District and:tlte San Diego County Department. of Environmental Health prior to any use of recycled water.. 2I)The required cross - correction inspection shall be dome by either the District andior the San Diego County Department ofEnviu mmemal Health. 22)The design andlocatiotts "mad for recycled water `DO NOT DRWK- srgaa shall he caIle3 out on the plans. 23) An on -site water supervisor "I be designated in writing. This individual shall be famiiliarwith plumbing systems within the property. with the basic concepts of bwkilmci crass connection.. :protection;. the District Rules and Regulations and the specific requirements of a recycled water system. In Cate . of .. y : Greg Jones .. at 8535- 525 -3105 ,-Nwle PlumeNumber Carlos Pa xao at 949-22&3701 N c PhnneNmabor Afier how contact 0neg Jones At 858- 525 - 51'05 xam ber Carlos Paim a$ 949- 226-3701 Naw ' Pan Nwabcr 24) All public and private potable water mains including fire mattes anti any water wAk and watercourses within the recycled water project shall lie -shown on- thepiana,. 25) Cat, out on the Plans ifihtze are orate not drinking fountains vid6w4aigawh vindow eatitlf areas on the site. 27)Aphysical sepasaam Sweeney + associates INRIQA cox L1owN AND CONWLT IMG cdoomN 89739$kyCm atD1M5W9eG Murrlafe6G92568 95L461AM p • 9SL46LGSSOI www.sweat "Noccam I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN NEW SHEET Sheet Tide: IRRIGATION SCHEDULES AND NOTES LI =0*0 Job NO.: CW Sects: N" Dm". A. T"In. TCW Checked. IV CHANGE NO, DESCRIPTION APPROVED ' DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING M0, _ REVIEWED BY: APPROVED: LANDSCAPE PLANS FOPr �2 REPLACE L ANUSCAPE SHEETS 'j'I M. Ob -1"4► DESCRIPTION; 2.5" BRASS DISC IN CURBI �_ 1264 LADE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE - -- p �/ L, 1 MASIH MAHER C426 9 As %S() J /lW -ll �: RECORD FROM. CITY OF ENCINITAS go C1r% -CtNTI i"RvIM CITY VENTURES 10851-G ELEVATION: 323:583' DATE DATE 2.15/13 260-2012A8 8 DATUM: NAVD88 PLANNING CASE NO; 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 27A aF 42 i • • FUTURE RECLAIMED WATER METER LOCATION cr; j 1 ,j II 114 "1 1 v v v \ 11 i' 11 30 — —. 1 DRIP 0.77 1,290 "� `- -- Work LAKE DRNE 3� -- - - -,: — ,• ,1/4• ,,,,• ,,,2' I 4 ;; - -- _ 11/2° III1� Y1C• �111, 3 5' n L 5� — i -4 .1 F f = - yr - - - - : - F 4? I;. C 1 -,61 = o 87 315.9) • 348,501 FG - - — g R G Co1.rTg L'A I 1 f-ft-om 15"ferL r Lc- 1, 03 349.21 F IIIIIIN 355.83 TW 349,95 FG 11 I ... ....., 14 1" 16 30 1 DRIP 0.77 1,891 Illlllll_ FG 3 " I IIIIIIII ar )5 ........ eTF 1Ct -00 Fir 111111111 �� - Ilillllh ,i IIIIIIII I � �� IIIIIIII I ` ,IIII1111, PEI n 11 x IIII .� y' J IIIIII1i� Illy �\�I° 2 all 34118 sF I........ 344.15 (=G IIIIIII ve I I IIIIIIIII; I II . 11111111, , ' ' `IIIIIIII - 11111111 J • � 11111111 F IIII1111� 1111111111 a CHANGE NO, DESCRIPTION 0 REPLACE LANV5C4?F. SHEETS 2 g A M AvzLT z,* J � 1( CONTRACTOR SHALL STUB OUT MAINLINE AT THIS LOCATION FOR FUTURE RECYCLED WATER CONNECTION. MASTER VALVE AND FLOW SENSOR SHALL BE WIRED TO CONTROLLER BOX. toril l 11 15 1 1- 15 30 1 1 DRIP 0.77 1,771 .5() F(5 w APPROVED DATE BENCHMARK A ` •AO ' 't*" DESCRIPTION: 2.5" BRASS DISC IN CURB 22 59 0 LOCATION: NW QUAD BIRMINGHAM AND LAKE CLM 74 � �y RECORD FROM: CITY OF ENCINITAS O ELEVATION: 323.983' DATUM:NAVD88 as Fq IQ N EXTENTS OF OA _ COMMON EASE NT 711 31.1 ; 34.:,13 : - 10 1 19 30 1 DRIP 0.77 2,420 9 1' S 30 2 BUBB 3.0 160 8 1' 6 30 1 DRIP 0.77 741 7 1' 20 30 1 DRIP 0.77 1,903 6 1" 30 111 _ L-- McVf�--V 2� NEW SHEET �c� �i�NA� -- �- £c�',•�LrGA4.. M pr -G4�rb 1��.. ..,.. .,�,. FIRE HYDRANT 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. 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 IaeWATN D[a16NANDCAMS TIM California 38730 Sky Canyon Dew%Sul1e C Murridk CA 98563 951A61.6630 p - 951.461.6850 f emaiMsweenayassoc tom wwwAweeneyassoc.com Murrieta, California • Aua6n,Te ms • FL Lauderdale, Florida NOTES: 1. Refer to Sheet U -0.01 for Irrigation Schedules and Notes. 2. Refer to Sheet U -5.01 for Irrigation Details. ENGINEERING DEPARTMENT APP REVIEWED BY: APPROVED: M . All a/ MASIHMAHER 042619 rolgi-vuW14 PRVIAr% DATE DATE 2.1 S1 If $ EXTENTS OF HOA COMMON EASEMENT 111111 POTABLE WATER METER FOR RESIDENCE EXTEI COMN OF HOA EASEMENT w .2/x/16 1R. `I lF OF CALIFOQ� O Shoo IRRIGATION r.. PLAN v L Lim 1.01 I 10b W CMD9 t Drown M N Team: TCW Checked: TCW , ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. IP LANDSCAPE PLANS FORT 1264 LAKE DRIVE p CITY VENTURES 10851 -G o 260- 2012 -18 Q) PLANNING CASE N01 10-028 TMDB /CDP /DR /MIN /EIA SHEET 2BAOF 42 ~ V 1 mom= w .2/x/16 1R. `I lF OF CALIFOQ� O Shoo IRRIGATION r.. PLAN v L Lim 1.01 I 10b W CMD9 t Drown M N Team: TCW Checked: TCW , ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. IP LANDSCAPE PLANS FORT 1264 LAKE DRIVE p CITY VENTURES 10851 -G o 260- 2012 -18 Q) PLANNING CASE N01 10-028 TMDB /CDP /DR /MIN /EIA SHEET 2BAOF 42 ~ V -IIIIl I � 111 111 � �IIII I wwwwwwwwnw M In EXTENTS OF HOA COMMON EASEMENT w .2/x/16 1R. `I lF OF CALIFOQ� O Shoo IRRIGATION r.. PLAN v L Lim 1.01 I 10b W CMD9 t Drown M N Team: TCW Checked: TCW , ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. IP LANDSCAPE PLANS FORT 1264 LAKE DRIVE p CITY VENTURES 10851 -G o 260- 2012 -18 Q) PLANNING CASE N01 10-028 TMDB /CDP /DR /MIN /EIA SHEET 2BAOF 42 ~ V IRRIGATION POINT OF CONNECTION; REFER TO NOTE W BELOW RIGHT 10 Y 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. CHANGE NO, m DESCRIPTION IREPLACE LANDSCAPE 5tiE}=.TS -go 11 Of Lf- -11 APPROVEDI DATE S,L.E,zj%%cAL_ c4or- 4a4TteAJ 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 TYR 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. BENCHMARK /VI.IV-1 DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE /+' l� J �' RECORD FROM: CITY OF ENCINITAS C1 _' ELEVATION: 323.983' DATUM: NAV 188 Matchline NOTES; 1. Refer t o Schedules LI -1.04 Sheet LI -0.01 and Notes. Irrigation ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: APPROVED: MASIH MAHER C42519 40- C*L -ENt4 rcV 11'1 DATE DATE KEYMAP Q NEW SHEET Not to Scale t % � �; pt Pia / t Sheet Title: IRRIGATION PLAN CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DSCAPE PLANS FOR: 1264 LAKE DRIVE CITY VENTURES 260 - 2012 -18 JNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA 1.03 DRAWING NO. 10851 -G SHEET 30110E 42 1 CD I• J oWS, -3 R 'I FRONT YARDS TO BE IRRIGATED ON A PER LOT BASIS FROM HOMES POTABLE WATER SOURCE. FRONT YARD IRRIGATION TO BE INSTALLED BY BUILDER. �g ®® g ° PAD =33 !� . -1 <i I CA LL Matchline — See Sheet LI -1.03 - - _: __. —_ Lirn it N ___.___ - -_ _.- 2\ NEW SHEFr 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 -0.01 for Irrigation Schedules and Notes. `7 RAfnr +n ChpA+ I I —F, rl1 fnr Irri rvr +i. r Sweeney + associates 0�� AM LrM calp 38739skyGnyanDry salbc MurtIM6CA92963 951461X Xp-95L96LWWf w�wrvxwaeua Sheet Title: IRRIGATION PLAN U -1.04 Job No.: CTV09 Scale: 1" = 20' Drawn: SA Team: TCW Checked: XX CHANGE NO, DESCRIPTION 1 t DATE BENCHMARK € € € ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 3 t t 3 t A i /0 • Al� DESCRIPTION: 2:5' BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983 DATUM:NAVD88 e � REVIEWED BY: APPROVED: - / - A^ ✓ ^ ` MASiH MAHER 042519 go/ �£N1d vgv%h � DATE DATE 'LI$'15 'fir 1 08551 -G 66 (l` jpl �i wcF € lffl -i ll£t rl}/f it�j f��f i t i �tmf O€ k( 1 t i €I E Ji j€ ' I 2 31 5 0 10 _ ` I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. `7 RAfnr +n ChpA+ I I —F, rl1 fnr Irri rvr +i. r Sweeney + associates 0�� AM LrM calp 38739skyGnyanDry salbc MurtIM6CA92963 951461X Xp-95L96LWWf w�wrvxwaeua Sheet Title: IRRIGATION PLAN U -1.04 Job No.: CTV09 Scale: 1" = 20' Drawn: SA Team: TCW Checked: XX CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK Details. ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. A REPLACE LANDSCAPE SHEF --rs -3 /0 • Al� DESCRIPTION: 2:5' BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983 DATUM:NAVD88 REVIEWED BY: APPROVED: - / - A^ ✓ ^ ` MASiH MAHER 042519 go/ �£N1d vgv%h � DATE DATE 'LI$'15 LANDSCAPE PLANS FORT 1264 LAKE DRIVE CITY VENTURES 260- 2012 -18 PLANNING CASE NO+ 10 -028 TMDB /CDP /DR /MIN /EIA 1 08551 -G 66 SHEET 31AOF 42 N 0 c 0 4 Q 0 c ,O U N Cz 0 QL Q Q 0 Cz ,o .00 ct U 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 PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND / 7 \ NEW SHEET FINISH GRADE CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL CAPTIVE STAINLESS STEEL BOLT AND L 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 HARRDSCDSC APE EDGE. HEAT BRAND "FS" ONTO LID. SEE LEGEND FOR BRAND, MODEL, POP -UP HEAT BRAND "MCW ONTO LID. HEIGHT AND NOZZLE REQUIRED R/P PRINCIPLE BACKFLOW DEVICE r'111"L- 1l2" 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" FINISHED GRADE C IN SHRUB AREAS 2" FINISHED GRADE �J1=- - IN SHRUB AREAS 3I I -) I I-_� - III -I I I=II _ ABOVE FINISHED GRADE iN SHRUB SMOOTH TOUCH' STAINLESS STEEL MIN. -I I P I I I: -I - 4" MIN. AND GROUND COVERS AREAS BACKFLOW ASSEMBLY ENCLOSURE I I �I I 24" WIRE LOOPS AND - - 24 °WIRE LOOPS AND I - II -III- - AND "POLAR BEARIER ", IF SPECIFIED -I I �I I FLOWTET�T 3M DBY -6 WATERPROOF - III -I I FLOW 3M DBY -6 WATERPROOF �. 1=11 - -III = UNDISTURBED SOIL I BRASS NIPPLES, LENGTH AS REQ. t-► I- "- WIRE CONNECTORS WIRE CONNECTORS - III -III- -� DO NOT INSTALL USING SIDE INLET FLOW 1 =1 +� BRONZE PRESSURE REGULATOR PVC MAINLINE TO FLOW 10 PIPE DIA. 5 PIPE DIA. 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 " • < ': 1 " ' " ' 3" ASSEMBLY SHALL BE SIZED EQUAL TO SUPPORTS, � • THE BACKFLOW DEVICE SIZE, TYPICAL I g 4 REQUIRED SCH 40 PVC SxSxT TEE FITTING LATERAL x SPRINKLER INLET SIZE SCH 80 PVC FEMALE ADAPTER Aa -'0• •° CONTROL WIRES TO CONTROLLER, IN CONDUIT PVC MAINLINE FROM PVC MAINLINES RCVS LATERAL LINE, SEE SPECIFICATIONS " — o PVC MAINLINE TO MASTER VALVE PVC MAINLINE FROM IF INDICATED IN LEGEND MASTER CONTROL VALVE, PIPE PER PLANS AND NO FITTINGS WITHIN 10 PIPE SPECS. FOR TYPE AND DEPTH REQUIRED CONCRETE SLAB SCH 80 PVC NIPPLE 6" MIN. LENGTH BACKFLOW DEVICE OR BASKET STRAINER, USE 3/4" CRUSHED GRAVEL, BRICK SUPPORTS, DIA. UP STREAM AND 5 PIPE 4 REQUIRED COPPER FEMALE ADAPTER SCH 80 PVC 45 DEGREE 4" MINIMUM DEPTH DIA. DOWN STREAM OF SENSOR CONTROL WIRES SECTION VIEW - N.T.S. TYPE K COPPER PIPE FROM METER ELLS TO ACHIEVE MAINLINE DEPTH AS REQUIRED LANDSCAPE FABRIC TO COVER BOTTOM AND ALL 314" CRUSHED GRAVEL, CONDUIT 4" MINIMUM DEPTH NOTE: C."M""g`" &mwktm° SECTION VIEW - N.T.S. � g°+ LASCO #896 PVC UNION SIDES OF VALVE BOX F INDICATED IN LEGEND LANDSCAPE FABRIC TO INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN SHRUB AND GROUND COVER AREAS. NOTE: gyp" "� � SLIP X MIPT, SIZE PER RCV, ELECTRIC MASTER CONTROL FLOW SENSOR, SEE LEGEND COVER BOTTOM AND ALL SECTION VIEW - N.T.S. FOR BRAND, MODEL AND SIZE 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 SIDES OF VALVE BOX INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED, ®w0i =a. w&Mm*bL m Owl$A MS.,"31 " m THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. NOTE: NOTE: INSTALL SPRINKLER' HEADS PLUMB, ADJUST SPRAYS OR NOZZLE STREAM TO COVER 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. O 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 -COVER PLASTIC 10" ROUND VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND ER KIT. PLASTIC RECTANGULAR VALVE BOX WITH T -COVER AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. INSTALL AND CAPTIVE STAINLESS STEEL BOLT AND LOC -KIT. HEAT BRAND "QCV" ONTO LID. BOX AT RIGHT ANGLE TO ADJACENT HARDSCAPE EDGE. HEAT BRAND "BV" ONTO LID. HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. _ 2" FINISHED GRADE IN SHRUB AREAS I &2= 3—QUICK FINISHED GRADE IN SHRUB AREAS COUPLING VALVE, SEE �2 2" FINISHED GRADE ll' J it, LASO "SLO- CLOSE" SCH. 80 PVC, r LEGEND FOR BRAND AND MODEL I I Il_ IlL I I- I MIN. C - - IN SHRUB AREAS P III =I �I- 6" -I I I -I I III —IJ 1= TRU -UNION BALL VALVE SOLVENT I I -III: WELD CONNECTIONS SIZE BALL I I -I 11= o -_ -_ 314 CRUSHED GRAVEL, 4" MINIMUM DEPTH _ I I I— PVC PIPE, =III -1 - 24" WIRE LOOPS AND 3M DBY -6 WATERPROOF VALVE PER THE MAINLINE SIZE p SIZE PER PLANS, WIRE CONNECTORS °p LANDSCAPE FABRIC TO TYPE PER SCH. 80 PVC SLIP 6" PVC CL. 160 PIPE, LENGTH AS REQUIRED, 12" MINIMUM o 0 COVER BOTTOM AND ALL SIDES OF VALVE BOX LEGEND — 2" 2" 90 DEGREE ELL MIN. 00 USE STANDARD 40 PVC PIPE OR BRICK SUPPORTS, BRICK SUPPORTS, 3 REQUIRED BOX OPENINGS 4 SCH. 80 T.O.E. NIPPLE THREE REQUIRED PVC MAINLINE— SEE LEGEND AND SNAP -LOK PVC SWING JOINT W/ MALE BRASS STABILIZER FOR PIPE, DO ,gyp NOT CUT BO:i�C g ALA o �' ° WITH D.I. SERVICE TEE i9 b ' TAPE WIRES TO PIPE ONE CUBIC FOOT OF SPECIFICATIONS ELBOW AND SNAP -LOK COLLAR 8� 0; 3/4" CRUSHED GRAVEL 3/4" QCV USE MODEL G13T -310 BRICK SUPPORTS, SCH. 80 PVC SLIP TEE Adp q 1" QCV USE MODEL G13S -310 4 REQUIRED OR LEEMCO DUCTILE PROVIDE ONE 30" STEEL VALVE LASCO #8961IVC • IRON BBT SERVICE TEE KEY FOR EA. 3 VALVES INSTALLED SCH 80 PVC SxSxT TEE FITTING, UNION FOR USE ON BELL AND MAINLINE x QCV INLET SIZE SLIP X MIPT, 31ZE PER RCV, GASKET MAINLINE PIPE PVC IRRIGATION MAINLINE, 2 REQUIRED ZOR ASSEMBLY 3/4" CRUSHED GRAVEL, SEE LEGEND FOR SPECIFICATION SECTION VIEW - N.T.S. REBAR STAKES, 1/2" DIAMETER x 24" LONG, TWO REQUIRED ELECTRIC RE: MOTE CONTROL 4" MINIMUM DEPTH SOLVENT WELD CONNECTIONS NOTE: °�P"""'0" s"""" ' `' " VALVE, SEE LEGEND FOR TYPE SPARE CONTROL WIRE, LOOP LANDSCAPE FABRIC TO OVER OTTOM 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 rq +ama.w :. k QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. SECTION VIEW - N.T.S. oew w W a."w a kw.k EO BALL VALVE 0 QUICK COUPLER VALVE G REMOTE CONTROL VALVE STAINLESS STEEL FINISH GRADE IN TURF AREAS FLIP TOP LID, SHOWN DUAL HYDRAULIC PISTONS IN OPEN POSITION SUPPORT LID OPEN PRESSURE REGULATOR WYE FILTER CONTROLLER ENCLOSURE DIMENSIONS WHEN CLOSED: BARE COPPER GROUND WIRE #6 LAMP CONTROLLER T) 38 "H x 16 "W x 15.5 "D CONNECT TO ROD WI BRASS PLASTIC RECTANGULAR'JUMBO' VALVE OX 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 ONTROL VALVE HEAT BRAND "GR" ONTO LID HEAT BRAND "RCV" AND CONTROL STATION # ONTO LID. CONTROLLER ENCLOSURE WIRE CONNECTION �PNDSCgoF NEMA 3R RAINPROOF RATED STAINLESS STEEL, U:L. LISTED, 5/8" X 8' COPPER CLAD GROUND ROD FO ader L a 1- 2' FINISHED GRADE PREDRILLED, REMOVABLE BACKBOARD. REMOVABLE FRONT Ulm 3„ �� v 2" C _ IN SHRUB AREAS MIN. PANEL NOT SHOWN _ f- FINISHED GRADE -1 L1 —L1 III -III= P 1! �_r - 24" WIRE LOOPS AND _— PVC PIPE, = 111 =1I 3M DBY -6 WATERPROOF POWER SWITCH III III- III —I I=I I: NATIVE OR UNDISTURBED SOIL III -III- Sigratu e * i s SIZE PER PLANS, I I I WIRE CONNECTORS AND RECEPTACLE �� TYPE PER LEGEND FLOW SCH. 80 PVC SLIP uq (�y 9T 90 DEGREE ELL -_ OF C A� F0 USE STANDARD �• z" MIN_ SCH. 40 PVC PIPE OR 'O 4 �• SCH. 80 T.O.E. NIPPLE FINISHED GRADE PREFORMED ALUMINIUM PAD _ _ _ I 1 11=11 ` I I— III —III —I FILL 112 OF BOX WITH BOX OPENINGS FOR PIPE, DO NOT CUT BOX WITH D.I. SERVICE TEE • ALA. 0 w _ FILL BASE OF - - QUICKPAD WITH - -_ STRONGBOX QUICKPAD ENCLOSURE MOUNTING PAD I- I— III -III III - III =III I I I (� I I I� I I —I I H COMPACTED SITE SOIL I— III -III I I I I=I I'MI I I Sheet Title: . TAPE WIRES TO PIPE PEA GRAVEL TO I I WITH PREFORMED ALUMINIUM I PAD, PLASTIC BASE AND ALL ;<: I I� I I I I� RED BRICK SUPPORTS 4 REQ.) i MITI _ ( I R R I G A TI 0 N' BRICK SUPPORTS, SCH. 80 PVC SLIP TEE TOP OF BASE UNIT STAINLESS STEEL HARDWARE I- III = III = III =III III - III - III —I I i I I 4 REQUIRED LASCO #896 PVC UNION OR LEEMCO DUCTILE IRON BBT SERVICE TEE • FOR USE ON BELL AND COMPACTED SITE SOIL 1 1/4" PVC CONDUIT /SWEEP FOR COMMUNICATION CABLE Sweeney +associates DETAILS SLIP X MIPT, SIZE PER RCV, GASKET MAINLINE PIPE TO OTHER CONTROLLERS (IF REQ.) nWAGA+"OOawMoao""I"M 2 REQUIRED FOR ASSEMBLY ELECTRIC REMOTE CONTROL 314" CRUSHED GRAVEL, 4" MINIMUM DEPTH 1 1/4" PVC CONDUITI SWEEP FOR ELECTRIC 3 PVC CONDUIT /SWEEP FOR CONTROL WIRES TO VALVES CWROMIS 39MSkyCWWDr�SdbC 0 VALVE, SEE LEGEND FOR TYPE LANDSCAPE FABRIC SERVICE 4 SPARE CONTROL WIRE, LOOP COVER BOTTOM AND ALL A 1" PVC CONDUIT /SWEEP SWEEP OR GROUND WIRE BARE COPPER GROUND WIRE (#6) p- 25L4$L4Mf 48" LENGTH INTO EACH RCV BOX SIDES OF VALVE BOX SECTION VIEW - N.T.S. FOR ET GAGE WIRES IF REQ.) ( 1" PVC CONDUIT /SWEEP FOR FROM CONTROLLER, 8' MINIMUM SECTION VIEW 1" PVC CONDUIT /SWEEP FLOW SENSORIMCV WIRES (IF REQ.) FOR TELEPHONE LINE (IF REQ.) SECTION VIEW - N.T.S. IIU�rLycllr on a ..,w1�r.,o,..faLau�p„d,l„porte, Job No.: CTV09 Scale: N.T.S. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM Drawn: SA H DRIP RCV ASSEMBLY IO CONTROLLER ENCLOSURE 0 GROUND ROD INSTALLTION ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN Team: TCW Checked: XX CHANGE NO, DESCRIPTII]N APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 2 'REPLACE L.ANPSC.APE SHEETS 3 2 AA • /r "` ' 4 '" 'O°=`'^- DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF'ENCINITAS REVIEWED BY: APPROVED: /V7 MASiH MAHER 042519 Cy.- 6euaNIV PRp1A LANDSCAPE PLANS FOR; 1264 LAKE DRIVE CITY VENTURES 10851 -G AO //�� / Ar)- 603:IX Acj 7 -! / -/D CIL -I - ELEVATION: 323.983' DATE DATE 2i S�1S 260- 2012 -18 DATUM: NAVD88 SHEET 32ADF 42 PLANNING CASE NOi 10 -028 TMDB /CDP /DR /MIN /EIA N Cz 0 QL Q Q 0 Cz ,o .00 ct U 9" JUTE WIRE STAPLE, INSTALL TO HOLD DOWN TUBING, 3 FEET ON CENTER ALONG LENGTH OF TUBING 1/2" SCH 40 PVC THREADED TEE FITTING WITH TWO HUNTER PLD050 15mm (1/2 ") X 17mm BARB MALE ADAPTERS 2" OF MULCH OR SOIL TO COMPLETELY COVER THE DRIP TUBING HUNTER PROFESSIONAL LANDSCAPE DRIP LINE, 17mm OUTSIDE DIAMETER FINISHED GRADE OF AMENDED SOIL SCH 80 PVC NIPPLE 1/2" X 6" MINIMUM LENGTH, THREADED BOTH ENDS AMENDED SITE SOIL, SEE PLANTING PLANS KING BROTHERS INDUSTRIES FLEXIBLE NIPPLE, 1/2" X 6 ", WITH FNPT X MNPT THREADED ENDS SCH 40 PVC S X S X FNPT TEE FITTING, SIZE: HEADER X HEADER X 1/2" PVC HEADER LINE, SUPPLY OR DISCHARGE SECTION VIEW - N.T.S. NOTE: O.W* = s",.q `,. &^ A TUBING INSTALLED IN PARALLEL ROWS, SPACING AS INDICATED ON THE LEGEND. IF PLANTING PLANS INDICATE A GROUND COVER OF MULCH, THE TUBING SHALL BE INSTALLED, AND STAKED, ONTO THE FINISHED GRADE OF THE AMENDED SOIL. IF THE PLANTING PLANS DO NOT INDICATE SUCH A GROUND COVER, THE TUBING SHALL BE INSTALLED, AND STAKED, 2" BELOW THE FINISHED GRADE OF THE AMENDED SOIL. DRIPLINE TUBING CONNECTION 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 "T TYPE" COVER. HEAT BRAND "AR" ONTO LID. �— FINISHED GRADE IN SHRUB AREAS — III —II Z" I .II— III —II FHq= �Yn7yTe7�7:71ii�1:3I�[e3 171i I R I F LANDSCAPE FABRIC 3/4" ROCK, 4" IN BOTTOM OF BOX HUNTER PL'D075TBTEE, 3/4" FIPT X 17mm BARB X 17mm BARB TEE SECTION VIEW - N.T.S. p"ppyA ilpi s..er R Amml., k NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. / y — CONNECfi10�EEN- DRIPLINE AND PVC HEADER 4 A a r� — (.'a7— . — . — C F m. (zD f� = PVC SUPPLY HEADER, SEE PLANS, V MINIMUM SIZE 4 � 4. s PVC HEADERS EXTEND ACROSS PLANTED AREAS FOR DRIPLINE TUBING GRID tYPICAL), Al fi rt, is FLUSH VALVE, INSTALL 4 ON DISCHARGE HEADER 4 PVOD,$CHARGE HEADER, SEE PLANS, V MINIMUM SIZE a A DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. DRIP CONTROL VALVE) SEE PLANS AND DETAILS PAVING SURROUNDING AND ADJACENT TO PLANTER AREA FOR INSTALLATION VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. —PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE NOTE: SEE LEGEND FOR THE NUMBER OF AIR RELEASE VALVES AND FLUSH VALVES REQUIRED PLANS FOR SIZE, 1" MINIMUM FOR EACH DRIPLINE CONTROL ZONE. 0 DRIPLINE TUBING LAYOUT SECTION VIEW - N.T.S. 0.WW W s.""A a Ata.• k DIMENSION DRIPLINE TUBING B EXTENDS TO LIMITS 1/2" TO 2 -1/2" IN SIZE SHOWN ON PLANS 24" 4" '--77-7' '77�i- / y — CONNECfi10�EEN- DRIPLINE AND PVC HEADER 4 A a r� — (.'a7— . — . — C F m. (zD f� = PVC SUPPLY HEADER, SEE PLANS, V MINIMUM SIZE 4 � 4. s PVC HEADERS EXTEND ACROSS PLANTED AREAS FOR DRIPLINE TUBING GRID tYPICAL), Al fi rt, is FLUSH VALVE, INSTALL 4 ON DISCHARGE HEADER 4 PVOD,$CHARGE HEADER, SEE PLANS, V MINIMUM SIZE a A DRIPLINE TUBING ROWS, SPACING APPROXIMATELY AS INDICATED ON THE LEGEND, ADJUST TO EVEN SPACING NOT TO EXCEED SPACING ON THE LEGEND. ROWS ADJACENT TO THE PLANTER EDGE (PAVING) SHALL BE SPACED 4" FROM THE PAVING EDGE. ALL ROWS SHALL BE PARALLEL AND AT THE SAME DEPTH. DRIP CONTROL VALVE) SEE PLANS AND DETAILS PAVING SURROUNDING AND ADJACENT TO PLANTER AREA FOR INSTALLATION VALVES AND PIPE SHOWN IN PAVING FOR CLARITY ONLY, ALL TO BE INSTALLED IN PLANTER. —PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE NOTE: SEE LEGEND FOR THE NUMBER OF AIR RELEASE VALVES AND FLUSH VALVES REQUIRED PLANS FOR SIZE, 1" MINIMUM FOR EACH DRIPLINE CONTROL ZONE. 0 DRIPLINE TUBING LAYOUT SECTION VIEW - N.T.S. 0.WW W s.""A a Ata.• k DIMENSION A B C 1/2" TO 2 -1/2" IN SIZE 24" 24" 4" 3" TO 6" IN SIZE 24" 4" FINISH GRADE CLEAN COMPACTED BACKFILL LATERAL LINES, SEE SPECS. CONTROL WIRES, SEE SPECS. UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS DRIPLINE TUBING EXTENDS TO LIMIT T SHOWN ON PLANS 3 t ) I PVC SUPPLY HEADER, SEE PLANS, V MINIMUM SIZE 4 PVC LATERAL LINE TO ADJACENT GRID OF DRIPLINE TUBING, SEE PLANS FOR SIZE, 1 "MINIMUM SECTION VIEW - N.T.S. ONWGn tom%m &AWDVA W. PLAN VIEW - N.T.S. CumvA AID % �eft.",e 9 ..1 ■� PAVING SAND BACKFILL COMPACTED _ TO THE DENSITY OF —I EXISTING SOIL —_�-- — LATERAL LINES I -1 IN SCH 40 SLEEVE CONTROL WIRES IN SCH 40 SLEEVE 1=1 ) I 1 ~ UNDISTURBED SOIL PRESSURE MAINLINE —1 I - IN SCH 40 SLEEVE —I TWICE THE DIAMETER —III- OF THE PIPE OR WIRE BUNDLE CARRIED. DETAIL ALSO FOR PIPE INSTALLED IN ROCK SOIL. DIMENSION A B C D 1 1/2" TO 6" IN SIZE 36" 24" 24" 4" NO DRIP AIR RELIEF VALVE I OO PIPE INSTALLATION I PO SLEEVE INSTALLATION LOW VOLTAGE WIRES, 3 MAXIMUM WIRES PASS THROUGH GROOVES 1N TUBE LID TO ALLOW LID TO CLOSE CLOSE TUBE LID AFTER WIRE IS INSERTED INTO TUBE POLY TUBE PRE - FILLED WITH WATERPROOF GEL 2" LOCK TABS PREVENT WIRE REMOVAL ONCE CONNECTOR IS INSERTED SCOTCHLOK ELECTRICAL SPRING CONNECTOR. WIRES SHALL BE PRE - STRIPPED OF 1/2" OF THE INSULATION PRIOR TO INSERTION INTO THE CONNECTIOR. TWIST CONNECTOR ONTO WIRES TO 4" SEAT FIRMLY. SCOTCHLOK CONNECTOR AND WIRES INSERTED INTO TUBE UNTIL THE CONNECTOR PASSES LOCK TABS SECTION VIEW - N.T.S. NOTE: om'w W s."q sAm- - A WIRE CONNECTOR SHALL BE A 3M DBY -6 DIRECT BURY SPLICE KIT. KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL. DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR 2 #12 PRE - STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION. 1/4" BARB TRANSFER INSERTED INTO TUBE DRIP TUBING - SEED SPECIFICATIONS DRIP BUBBLER ON STAKE - SEE LEGEND FOR SPECIFICATIONS 114" DISTRIBUTION TUBING MULCH, SEE PLANTING PLANS FINISHED GRADE UNDISTURBED SOIL SECTION VIEW- N.T.S 0CWkM 2W S." s A O&A Ao BOX WITH BLACK COLORED HEAT BRAND "FV" ONTO LID. 2 NEW SHEET FINISHED GRADE IN SHRUB AREAS LASCO MHT -104 1/2" MIPT X 3/4" MALE HOSE THREAD ADAPTER WITH A FHT -301 3/4" FEMALE HOSE THREAD CAP STAINLESS STEEL HOSE CLAMPS, TWO REQUIRED LASCO PVC BALL VALVE, 1/2 ", WITH THREADED ENDS 3/4" CRUSHED GRAVEL, 4" MINIMUM DEPTH LANDSCAPE FABRIC TO COVER BOTTOM AND ALL SIDES OF VALVE BOX BRICK SUPPORTS, 2 REQUIRED 1/2" SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED 1" DRIP SYSTEM PVC LATERAL LINE 1" X 1/2" SLIP PVC ELBOW FITTING #4 X 36" REBAR SUPPORT STAKE NOTE: USE STANDARD OPENINGS PROVIDED IN VALVE BOX FOR PIPE, DO NOT CUT BOX. USE AN APPROVED, NON - HARDENING, TEFLON ASSEMBLY PASTE ON ALL THREADED FITTINGS. MO DRIP FLUSH VALVE Sweeney + associates 0MWA"WPN0"ANYC0MX' M caubmts 3VnSkyCWjW 9rM;SapsC MUMWCAUM 95L46L4M p • 961'!614=f vnrwxwt�wocAaom kWrr W tallfamie • MrtlM1Taoc • RlaudMd�kibrld� Sheet Title: IRRIGATION DETAILS U - 5� 02 Job No.: CTV09 Scale: N.T.S. I HAVE COMPILED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM Drawn: SA Team: TCW ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN Q 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. �/� REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT Q REPLACE LANPSCgPE SHEETS 33 /� ' %r DESCRIPTION: 2:5" BRASS DISC IN CURB �^ � 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE MASIH MAHER C42519 E"e/ LE �1 RECORD FROM: CITY OF ENCINITAS C NN FWVM CITY VENTURES 10851 -G / ASryegTLf w.AJ 7- -tc6/ CLm 21H 2t ELEVATION: 323:983' DATE DATE2�S 260- 2012 -18 � DATUM:NAVD88 / PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 33AOF 42 d' N 0 c SO QL QL 0 Cx Q 0 co 0 O U 2 TREE SCHEDULE: SHRUB SCHEDULE: Q NEW SHEET ° KEY BOTANICAL NAME COMMON NAME SIB FORM SPACING STAMIGIN DETAIL NO. COMMENTS SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL N0. GOMMENIS 9 Une Arbutus undo Strawberry Tree 24" box Mufti Per plan Stake 5 /LP -5.01, 3 /LP -5.02 44 OA Agave americana'Morginata' Variegated Century Plant 5 gat. - Per plan 1, 2 /LP -5.01 - 5 CGS Lep Cassia feptophyflo Gold Medallion Tree 24' box Standard Per plan Double stake 3 /LP-5.01, 3 /LP -5.02 59 Agave aitenuata FoadailAgave 5 gat. 36' o.c 1, 2 /LP 5.01 - 2 Fri Def Eriobohya def m Bronze Loquat 24" box Standard, Low Branching Per-plan Double stoke 3/L85.01, 3AP -5.02 27 Agave desmettiano Dwarf Century Plant 5 gat. _ 48' ox. 1, 2 /tP -5.01 6 Lag Ind Logerstroemia indica'Naichei While Crape Myr& 24' box Mufti Per plan Stake SILP-5.01, 3/LP -5.02 6 Qo Agave parry, Po s ove '� 5 al. 9 30' o.c. 1, 2 /LP -5.01 _ 10 Pla Rac Platanus racemoso Colifornio Sycamore 36, aand Multi Per plan Stake -5.02 49 �❑ Akre arborescens Tree Aloe loot. - 30' O.C. 1, 2 /LP -5.01 - 2 27 Pyr Cal Pyrus colferyono ftdforcP Bradford Nor 36' box Standard Perplan Double stake 3 /LP -5.01, 3 /LP -5.02 HGA to maintain canopy deaonce per Fire Department requirements. 399 gougainwilea'Lo Jolla' NCN 5 gal. _ 30' o c 1, 2 /LP -5.01 24 hu Lon Rhus kinceo African Sumac 24" and 48' box Standard and Muth Per Pion Per plan Double stake 3,5/LP-5.011 /-5. 3 /tP -5.02 7 Q0 Bougainvillea Torch CAW NCN 5 gal. Per plan 1, 2 /LP -5.01 13 Lcon Tristania conferta Brisbane Box 24" box Standard Per plan Double stake 610 -5'01' 3 /LP -5.02 318 Callistemon Y. TWe lohd Little John Bottlebrush 5 gat. 30' o.c. 1, 2 /LP -5.01 13 Was Fil Washingtonia hiifero California Fan Palm Various Heights Per P(on Standard Per None 8AP -5.01, 3ILP -5.02 77 l l Dietes bicolor Fortnight Lily 5 gat. _ 30' o.c. 2 /lPar.OT Z 22 Helictotridron sempervirens Blue Oat Gross 1 gal. _ 30' o.c. 1, 2 /LP -5.01 31 OL LeorroHs leonaurus Lion's Tail 5 gal. 48' o.c. 1, 2 1LP- -5.01 32 LeucophyAum c. 'Thundercloud Thundercloud Silverleaf 5901, 36' o.c. 1, 2 10-5.01 VINE and ESPALIER SCHEDULE: 120 Ligustrum j. Texanum' Texas Privet 5 got. Clipped hedge 30' o.c 1, 2/LP -5.01 230 122 O Lomondra longiiolia'Breeze' Miscanthus transmorrisonensis Dwarf Mot Rush Evergreen Miscanthus 1 go). 1 gal. - _ 30' o.c 36' o-r- 1, 2 10-5.01 1, 2 10-5.01 KEY BOTANICAL NAME COMMON NAME SIZE TYPE SPACING DETAIL NO TRAINING METHOD 10 u JW BougainAleo'Jamaica White' Jamaica White Bougainvillea 5 gat. Vine Perpton 4 /LP -5.01 2 2 99 Muhlenbergia rigens Deer Grass ) gal. - 36' oz 1, 2 /0-5.01 307 Pennisetum 'Eaton Canyon' Dwarf Red Fountain Gross I gal. - 24' ox. 1, 2 /0-5.01 - 17 Phormium terw Atropurpureum' Bronze New Zealand Fkm 5 gat. _ 60' o.c 1, 2 /LP -5.01 - 234 OD Pittosporum crassiidium 'Compacta' NON 5 gat. 36' o.c. 1, 2 11P -5.01 - GROUNDCOVER SCHEDULE: 145 @ Pittasporum tobim Variegoto' Varigated Tobim 5 gal. _ 48' ox. 1, 2 /LP -5.01 - 156 Rc Rhaphiolepis i. ' Claro' Clara Indian Hawthorn 5 gal. _ 30' o.c 1, 2 /LP -5.01 - SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING DETAIL NO COMMENTS 213 s. f. Aeonium arboreum 'Zwartlwp' Block Rose 1901. 18" o c. 1, 2 /LP -5.01 72 a Rosmarinus o. Tuscan Blue Tuscan Blue Rosemary 5 gal. 36' o.c 1, 2 /LP -5.01 - 325 s.f. Aloe mocukda African Aloe 1 gat. 18" o.c. 1, 2 10-5.01 122 Salvio kwcantlw'Santa Barbaro' Santa Barbara Sage loot. 30' O.C. 1, 2 /LP -5.01 7,402 s.f Calandrinia spectabilis Rock Purslane 1 got. 18" o.c. 1, 210-5.07 122 Shaaftfzia regime Bird of Paradise 5 gal. - 30' o.c i, 2 10-5.0I - 856 s.f. Carex ponso Cabiomia Meadow Grass loot. 8a l8 o.c 1, 2/185.01 , 359 s.f ;', ,`, \' Distichliss picvia Suit Grass Plugs 6' o.c. 1, 2/L8 5.01 429 Juncus patens 'Elk Blue' Elk Blue Coi fomio Rush 1 go). 18' o.c 1, 2 /LP -5.01 325 s. f, �°�" � � dv, ° ° ° ° Lantana 'Spreading Sunshine' Spreading Sunshine Lantana 1 gal. Wax. 1, 21LP -5.01 3, s f. % 4.4.1 %. Rosmarinus o Huntington Carp Huntington Carpet Rosemary Flatted 24 "oc. 1, 210-5.01 � � SC4'°F en, L/ n �n O / ^' �w sls,wne. �� Of CAIIf 30f Scrpus rnu Fiber ptc Plant Plugs 8" o.c. 1, /P -501 5,334 s.f. Senedo mandraliscae Blue Chalk Sticks Flatted 12" o.c. 1, 2 /LP -5A1 Sheet Tutee: PLANTING SCHEDULES LP =0e01 .lob No.: CfV09 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. REPLACF- LANDSCAPE SHEET$ 3 Q /✓� 44-24 -1 DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE ELEVATION: 323.983 OF ENCINITAS DATUM:NAVD88 REVIEWED BY: MASiHMAH€R 042519 („f DATE APPROVED: AA , /1M gr�,�N TA-0m DATE 2 S / 1S LANDSCAPE PLANS PLANNING CASE NO: FORT 1264 10 -028 LAKE DRIVE CITY VENTURES 260- 2012 -18 TMDB /CDP /DR /MIN /EIA 10851 -G SHEET 34AOF 42 •O c U 0 O V WOOD MULCH SCHEDULE: GENERAL PLANTING NOTES: ZL NEW SHAT 1. Mulch these planter areas with a 2-inch deep layer of wood mulch: 1. Refer to planting details and specifications for additional planting infomiotion. A Shrub areas. B. Groundcover areos. 2. Consult with site superintendent, appropriate agencies, and Drawings to verify existing locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of them utilities, pipes, or structures if proper 2. Mulch Type: "Forest Floor (2" minus). verification by Contractor was not performed. 3. Supplier. Aquinaga Fertilizer (949) 786 -9558. 3. Do not willfully proceed with planting operations when is obvious that unknown obstructions and grade differences exist flat may not have been known during the design process. Bring these conditions immediately to the attention of the Owners 4. Comments: Provide Owners Authorized Representative with (1) boggle of mulch for review and approval prior to placement of Authorized Representative for resolut ion. Assume full responsibility for costs incurred due to lock of providing such notification. mulch. 4. Coordinote other contractors work related to proper execution of Contractors work 5. Refer to the landscape Planting specification for additionai mulch information. 5. Obtain approval of final grade certification from Owner prior to beginning planting operations that certifies that rough grades are within 1 /1 0th 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, if 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 loom nature, containing no toxic chemicals or elements that might inhale or ref ed normal plant growth. Submit soil test results of import soil to Owners Authorized Representative for approval prior to delivering soil to site 7. Submit representative photos of each free species to Owners Authorized Representative for approval Trees of a simtlar species and variety are to have matching form. S. Owners must without aned Represontative�s approval may, subject to removal and nand replacement installation. with related costs c borne by TREE ROOT BARRIER SCHEDULE: Contractor. I . Provide root control banters for trees planted within 5 -feet of a hardscope edge such as paving, walls, curbs, steps, ek. 9. Final locations of plant materials are subled to approval of the Owner's Authorized Representative prior to installation. Perform 2 Type: U818 -2. the following before beginning planting pit excavation: a. Shrubs - place in containers on -site in "finol locations. 3. Mfg: Deep Root (800) 458 -7668 b. Trees - stake or flag centerpoint of tree. c. Container Pots - locate pots prior to planting. 4. Length: 10 long. 10. Notify Owner's Authorized Representative in sufficient fire to perform a required site observation visit Refer to specifications for 5. Comments: specific site visit notdcation tasks and times. Insufficient notification time given Owners Authorized Representative may require A Set top of barrier 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 Contractor responsible- to compensate Owners Authorized Representative for B. Refer to the Landscape Planting specification for odditional root barrier information. Pe mJ � overtime. C. Alternatives may be submitted for review. 17. Fumish plant material free of pests, poor condition, or disease, including pre - selected or "togged" plant material provided by Owners Authorized Representative. 12. After fine grading operations have been completed and prior to beginning soil preparation, tale 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 ofAgriculturol Labs) and a written report . prepared which includes recommendations for soil amendments, Wizotion, planting bockfill mixes and maintenance. Submit a copy of the report to the Owners Authorized Representative. These recommendations maybe revised fo conform to recommendations noted in this soil report, however, only upon receipt of written change order from Owner. V indicates one 13. If eorAds arise between actual size of planting areas on -site and those areas indicated on Drawings, comad Owners \111 n indicates Espalier Authorized Representative for resolution. Failure to make such confitds known to Owners Authorized Representative in a timely fashion may result in Controdors own liability to relocate plant materials. ® Quantity of Plants in Planting Area 14. Ensure that turf areas are separated from groundcovers and shrub areas with specified edging - refer to Drawings. Indicates Tree Type 15. Triangular ng spots groundcovers and shrubs, unless indicated otherwise on Drawings - refer to planting details. Indicates Tree Quantify Indicates Tree She 16. Provide a representative example of a typical tree staking and guying (if any) installation for Owners Authorized Representative Indicates Vine Type review before performing free staking and guying Crfany) operations - refer to planting details. indicates Vine Quantity Indicates Vine Size 17. Eoxcavote plant pits to specified dimensions per planting details. 18. Do not plant frees closer than 4 -feet to lived edge such as sidewalks and walls unless indicated otherwise on Drawings. Plant quantities shown on plans ore fo°conftdos convenience and reference only. Contractor is responsible to provide all plant material required to conform to specified plant spacing. 79. Ensure that top of tree raotballs are set 2 above finish grade and shrub rootballs are set IN above finish grade. 20 . install plant material with its best side facing predominate view of public. - --€ -- Center Line - # - Property line 21. Provide the required setbacks between trees and elements such as utilities, i.e. gas, electric, sewer, water and related vaults, streetfigh% fire hydrants, and signage. Limit of Work Line 22 • Reps or repair existing materials that are damaged by Contractor during planting operations. L p{�WSCq eF - - - - Mokhline O *Ann, Ll� Align 23. Verify properly lines prior to commencing planting operations. y��q$ W1 Indicates Tree Box Size 24. Refer to City and County standards for standard landscape plans and specifications, where applicable. � ni oaf BT indicates Palm Brawn Trunk Height Keep Apply, wood mulch in this buffer zone. 25. Kee turf 2 clear of tree trunks. * re 'TF OF CALIFOQ` Sheet Title: PLANTING SCHEDULES LP =0e02 lob No.: C 101M Scale: None Drown: BS r Team: TCW Checked: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Q REPLACE LAN1jSLAP) St+i:.><.rs 3 5 5;0F IS DESCRIPTION: 2.5" BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS^ REVIEWED BY: APPROVED: �� , �1 MASIHMAHER C4251e �,,r ., N>a PRIM LANDSCAPE PLANS FOR 1264 LAKE DRIVE CITY VENTURES 10851 -G 74P IT ELEVATION: 323.983' DATE DATE 2.1 S/ I S 260- 2012 -18 SHEET 35ADF 42 DATUM:NAVD88 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA Rhu Ian ,! I I I 'I Plo roc f70 �I PIG roc T124" In Uj �I Z Was fit 1 8' 8T Pla roc V/ 1 24" L t M v Rhu Ion 3 24' / L - 00 --' Limit of Work .00 FG vv rv° Plc me vv 1I 1 24' i ier..] Wcs fit ____. 1 10' BT IF 4 WaN12, 1 BT F- 344.96 I'AG -- 344.46 PAP--344. 00 Tri con 3 24' vv O . 111 11 10-=114660 11 i I 348.50 FG Rhu Ion Tri con 3 24' 5 24" 345.90 F 343,30 PA - 343.10 Rhu Ion 3 24' t i� .5C;1 Tn 24-1 -00 5T 15 FG I, F =342,40 L �% �/ '�� /� �friiiii /�/• �:i� :;� ymv� ___u - /yy ^m �. -�— - 7�O % / / /// /iii �—.— ®� Om Elm pt MEN Awww", - � /\ a /a \: /Q d o / !a\ ♦ t ♦ � _ ��wi�i� s � Vl r7,'�II1.T1 2 IN I multi, matching ►e � >oou gggvoo <<�oo.� ►OOto ,OOOO °OO4eovOe�� 0 br• 0 ., 'MUM ® ®�ed��deOee�dd \ \I:\•IHl1P•O44 �de e�000 °4�P 0 °O °O °O °O� °I''' °®` 009 COO .,�,•,lg�,L, yu' iOO�v�V o r•O000o000� g�t.GI.O.O.O.O.c). J EvsOea PLAN °- sIN ►OOo X00 °� R, y LP =1a 01 Job 1Jo.: C7V09 BouJw 10 5 W 1� A 9 Qa 5+00 Limit of Wod v. Vv O �0 br• 0 ., 'MUM \�N,.bj.YiU ..-..,•l \ \I:\•IHl1P•O44 / \/ °oO °000eo °I''' °®` 009 COO .,�,•,lg�,L, yu' iOO�v�V o r•O000o000� g�t.GI.O.O.O.O.c). J EvsOea PLAN °- ►OOo X00 °� R, y LP =1a 01 Job 1Jo.: C7V09 r, = .13 &.6z NOTES: i,c�000e;r�or�«rserc� s. ' A PAD-337, l 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. �� "°"°SCE& cued: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 0 R£PL.AGE LANDSCAPE. SHEETS 3(. M•/t/\ N 14 eice® REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR; 1264 LAKE DRIVE 3w LOCATION; NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 MASIHMAHER C42519 -,_4 �► � e N VM DATE DATE S Z %� � S CITY VENTURES 260- 2012 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA 10851 -G ' 0k Um 1 .' �w . o 94% Q NEW SHEEP „ y Q 349 51 -1 F 34236 . 0 / �' � jl/j�r � i�,✓ � ii,/� / F � Tde: Shee PLANTING wA J PLAN Z R, y LP =1a 01 Job 1Jo.: C7V09 = .13 &.6z NOTES: s. A PAD-337, l 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. �� "°"°SCE& cued: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK Q NEW SHEEP „ y Q 349 51 -1 F 34236 . 0 / �' � jl/j�r � i�,✓ � ii,/� / F � Tde: Shee PLANTING n W PLAN W r � i � iii•'` i iv LP =1a 01 Job 1Jo.: C7V09 NOTES: Down: as Timm: Tcw 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. �� "°"°SCE& cued: TCW CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 0 R£PL.AGE LANDSCAPE. SHEETS 3(. M•/t/\ N 14 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 ELEVATION: 323.983' DATUM:NAVD88 MASIHMAHER C42519 -,_4 �► � e N VM DATE DATE S Z %� � S CITY VENTURES 260- 2012 -18 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA 10851 -G 0 � SHEET 36ADF 42 i Ri V r a y cri 0 U . ;n Mctchiine - See Sheet LP -1.04 uucE � O NEW SHEET j, Vo'- Z,' ,�` tiT, , ` 411 on, L /C. a W e ° rn ad n * re s1A 12ta� /H �P 9TF Of CA0F�� Sheet Tithe: PLANTING PLAN LP -1.03 r{ �e I Job No.: CfY09 Scale. NOTES: ® Drown: Team TCW 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. N��sa>k KEYMAP Checked: TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. A2 VF—PLACE. LANVSCAPI= SHEETS 3 b AA AA 4 -2#=f'F' DESCRIPTION: 2.5- BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR LOCATION: NW QUAD BIRMINGHAM AND LAKE AA-/vi 1264 LAKE DRIVE RECORD FROM: CITY OF ENCINITAS MASiHMAHER 042519 Foe Gri-EVIN o%M CITY VENTURES 1 08551 -G 5L= /+�J rJV v CLM ELEVATION: 323.983' DAB oArE al-C 260- 201248 DATUM :NAVD88 PLANNING CASE NO: 10 -028 TMDB /CDP /DR /MIN /EIA F SHEET 38AOF 42 s Que11e 1 124 � I - -.-JM une —F 11 24' LAKE DRIVE Arb une 2 2 J Que ile 1 241 X Arb �Une lie 3 120 ....... I 24 Limit of Work Limit of Work . . . . . .... .. ... .. .. ...... v --w -v --w v V -V-V 'F- 'F --+--F + 4w + V v v v v v v v v v viv VV + + + + + . . . . . . . . . "v v v A+++ ++ + ++ 'T + "} -� -, -- i + + + + v + + + v v v v v v f + x y 0' eo 40OF -------- — - p Z! Ar J-336� 0 1 �_ j r�,), —®r U (.D � Q0 LC) 46' F Lf OF CA�OVOV Sheet TIffe: a— - ------ LOT 8 LL- < I M w I F— —. -'A D 2 0 LOT 9 ON, ,-L- Lots 8 and 9 Enlargement IA NEW SHEET I I 46' ..... .... . . . . ...... ---------- OF CA�OVOV Sheet TIffe: a— - ------ PLANTING S i E A PLAN -,411 jjp A LJ A , 12, 'A0 LP 1.03 E Job No. CAW Scale. NOTES: Dawn: as KEYMAP Team; TCw 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. NottoScale C&ecked. TCW CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. A2- lKePLACE LAW)SCAPE SHEETS DESCRIPTION: 2.6'BRASS DISC INCURB F REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT 1264 LAKE DRIVE 119Y15 LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CrFY OF ENCINITAS WASIH MAHER -042519 kwl�rLZN N TFIZNJ I APN CITY VENTURES 10851 -G 6� As- ATLLf sow ?-W�l SL ELEVATION: 323.983' DATUM: NAV088 DATE DATE 2 j 260-2012-18 SHEET 39ADF 42 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN/EIA 0 U ,rep ii 15` r-- '000100 N, FF=334.10 PAD1=333' R 0 00 X 15, xj kal 15, --------- --- - - - M 25' --4 .................. ............... I — - ----- Limit of Work Sol N-; 1C 1C. . — - ----------- — - - - . . . . .......... 7 IJ �13 4 7= S( /// I NEW SKEET .0. j Sheet Tide. PLANTING PLAN V- x A LP=le04 Job W. CTM9 Scale: NOTES: Drm: BS 13 1 Team; TCw 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. KEYMAP Nd to So* Ckeckad: TCw CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANDScAVE. SHEF6 4o AA All Ore 2A 44 DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR. 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE MASIH MAHER C42519 /V -A^ J, CITY VENTURES 41 014 ?%vi"A - 10851-G �ygRECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 DATE 260-2012-18 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN/EIA SHEET 40ADF 42 0 !T�14 j Sheet Tide. PLANTING PLAN V- x A LP=le04 Job W. CTM9 Scale: NOTES: Drm: BS 13 1 Team; TCw 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. KEYMAP Nd to So* Ckeckad: TCw CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REPLACE LANDScAVE. SHEF6 4o AA All Ore 2A 44 DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FOR. 1264 LAKE DRIVE LOCATION: NW QUAD BIRMINGHAM AND LAKE MASIH MAHER C42519 /V -A^ J, CITY VENTURES 41 014 ?%vi"A - 10851-G �ygRECORD FROM: CITY OF ENCINITAS ELEVATION: 323.983' DATUM:NAVD88 DATE 260-2012-18 PLANNING CASE NO: 10-028 TMDB/CDP/DR/MIN/EIA SHEET 40ADF 42 LEGEND NOTES LEGEND NOTES LEGEND NOTES LEGEND 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 I. Edge of paving, sidewalk, wall or curb 2. Tree ties. information. 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. 2' dia. x 10 Lodgepole Pine Make - keep dear of 8. Keep turf 24" clear of trunk - mulch this area and 3. 2' dia. x 10 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 free - (3) min. at 1200. keep mulch 3" dear of trunk. rootball Provide one stake min per trunk keep mulch 3" clear of trunk of rootball. area and keep mulch 3" clear of trunk. other. Spacing per Plant Legend. 5. 1/2' white PVC 5vaming" 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. 8. Plant tablets - quantity per specifications. 6. 7. Plant tablets - quantity perspecaf=tions. Undisturbed native mil. 0 1 6. 7. Plant tablets - quantity per specifications. Undisturbed native soil. 2 Prevailing Wind 9. 12' deep layer of of amended baddtli. 8. Rotball - set top 2' above finish grade. 8. Roothall - set fop 2" above finish grade. 10. Undisturbed native soil. 9. 12' deep layer of amended bacd111. ® 9. 12' deep layer of amended backfill. 11. Rotball - set 2' above finish grade. 10. 3" high native sal pedestal. 2 10. 3' high native soil pedestal. I 2 12.3' high native soil pedestal. 11. Non- amended backfill. 3 11. Non - amended backfill. 3 13. Non - amended backfill. d a n e ,�.A M d 3 PLAN VIE ..,G r ✓i �/e. db J d e .ya 5d d Job �C. d J� d6U ='4/.� d d� /u✓ '1 ��„'a d_b d PLAN ViEW 4 '� �� y�° 'YV • • O/ • • w dd d d � d gbh V 4 cx \� • • - - -♦ • • ro 1 4 d d � Q °' 1 �, �' 1 O C? ad 2 P e dd _00 a • • • • • • 5 2 t 2 b TRIANGULAR SPACING 3 6 4 � 3 b � < 3 1 2 5 4 5 \// 8 O -O Roth all _ // \n 103 • • Rotball / \ 10 10 • • • ♦ • • 2x rootball width 2x rootbaff width rootboll width SQUARE SPACING PL- TR- 01.dwg PL-Wh" PL- TR-02.dwg PWC -M.&Ii 7 TREE PLANTING (Guyed) scale: 5 MULTI -TRUNK TREE PLANTING (Staked) MS: 3 TREE PLANTING (Double- Staked) �: 1 SHRUBIGROUNDCOVER SPACING LEGEND LEGEND NOTES LEGEND NOTES LEGEND NOTES 1. Trim palm tree fronds and tie with organic 1. Tristania conferta - 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. 3" deep water basin. information. 2 3" deep water basin. additional information. only when approved by palm tree supplier point "Dark Green ". Locate pole away from 3. Fence, wall, or post B. Set vine as close to footing as possible. 3. Finish grade. B. Set rootboll V above finish grade. 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 ,yip, 5. Watering basin - 3' min. depth. 7. Undisturbed votive sal. 6. Palm trunk - straight, clean, and undamaged. 7. Backfill mix - 100% washed concrete sand. 8. Ensure that top of rootball is flush with - D finish grade. 9. 12" layer of 314" crushed gravel 10.4" plastic atrium drain cover (turf - green, - 2 shrub areas - black). 11.12" dia. x 5' deep angered hole below 1 palm pit. 1 .. 12. Slope bottom of pit to sump. 6 13. 4" dia. perforated PVC sump standpipe w/ e w 2 sail sock. axc 14. Connect PVC standpipe to adjacent 2 1 4 G �° W 3 drainline system (if applicable). 3 2 CL� w a rA 15.4" PVC tee. 5 8 3 10 3 16.3/4" crushed drain rook around standpipe. - - - - - 17. Undisturbed native soil. 18. Scarify sides of palm pit. M 4 _ _ 4 ! 13 }I 4 / / \� Rootboll RootbalJ l8 14 Rootbalf / 6 6 i2 ! 15 \ c r ticoeat i \�/ PLAN VIEW 3 / \� \ %/\ /i�\ / '�, \K ` 2x rootball width NOTES 9 Rootball + \ ` A Refer for Palm Tree specification for l2 all sides 11 �\ U additional information. 17 \� \/ 2xmotball width 16 " 401.dwg PL TR 10.dwg PL- VI -0I.dwg PLSFt 01.dwg 8 PALM PLANTING Scale: N.T.S. 6 TREE STAKING (Tristania eonferta) Scale 4 VINE PLANTING 2 SHRUB PLANTING 1s Q NEW SHEET 4 i Sheet Me: PLANTING DETAILS LP -5.01 Job No.: C'NW Scale: As Shown Drawn: BS Team: TCW Checked: TCW 1 i r CHANGE NO, DESCRIPTION APPROVE�D DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. A2 REPLACE LANDSCAPE SHEETS AA' 41 A'AO/ 4"4-14- DESCRIPTION: 2.5" BRASS DISC IN CURB REVIEWED BY: APPROVED: LANDSCAPE PLANS FORT 1264 LAKE DRIVE A'S '^( (� LOCATION: NW QUAD BIRMINGHAM AND LAKE -4Of L-r -7 -ft a( MASIH MAHER 042579 RECORD FROM: CITY OF ENGINITAS FoI �LE.Ii.rAS PRS►M CITY VENTURES 10851 -G 74e' ELEVATION: 323.983' DATE DATE a/ -C./ S 260- 2012 -18 DATUM:NAVD68 PLANNING CASE NO : 10 -028 TMDB /CDP /DR /MIN /EIA SHEET 41AOF 42 7 5 e LEGEND 1. Curb, take 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. TYPICAL SECTION 3 I TREE ROOT BARRIER In 2 SECTION FOR ALL PARKWAYS I& WIDE OR LESS Scale: N.T.S. L \ NEW 5HEET sheet Atle: PLANTING DETAILS LP -5.02 ,.. ► Scale: As Sham Dma: as Team: TCW Checked: TCw CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Al REPLACE:, LANDSCAPIE stiEErs 4 3 M• /y / " DESCRIPTION: 2.5' BRASS DISC IN CURB LOCATION: NW QUAD BIRMINGHAM AND LAKE RECORD FROM: CITY Of ENCINITAS ELEVATION: 323.983' DATUM: REVIEWED BY: APPROVED: 44.e AA MnsiHMntiER cazs�s forte FR�sIM once onTe Z j LANDSCAPE PLANS FOR+ 1264 LAKE DRIVE CITY VENTURES 260-2012-18 PLANNING CASE NO: 10-028 TMDB /CDP /DR /MIN /EIA '� 0$S1 -G /// `! 5/LH/ ` `�� SHEET 42AOF 42