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2008-1010 G (Plans)SAN DIEGUITO WATER DISTRICT N07ES STORM WATER POLLUTION PREVENTION NOTES A. GENERAL 5 ALL BRU* AM OTHER ORECB E MAffRlAL SHALL BE COLLECTED, 1. REWEW OF THiS PLAN BY SAN DiEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRLYNTA71M AS 10 THE CONCRETE W" OUT i. ALL NARK SHALL BE DONE IN ACCORDANCE NTH THESE PLANB THE STANDARD SPECY lCAAGNS PILED O4 0 ERWSE D BEEN OF OFF THE SITE AT AM THE CONTRACTOR EA AS TO LEAVE THE AREAS THAT HAVE.BEEN CLEARED LO A NEAT AND DEBRIS FILD APPEARANCE FREE LEGEND STAB S'YiHBOL ACCURACY Of, THE LOCATION Of, OR THE EXISTENCE OR NOW - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR FOR PUBLIC WORKS CONSTRUCTION, THf DESIGN CONSTRUCTIOY STANDARDS � THE CITY Of FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED STRYC17RE WINK THE LW T5 OF THIS PROJECT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY 920 CONCRETE WASHOUT AREA 70 ENOWTAS AND THE SAN DIEGO AREA REGONAL STANDARD DRANINGS ANY CHANGES OR REWSIONS FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 171E DISPOSAL OF ANY SUCH CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRE7& SLURRY MORTAR, THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECRON. MATERIAL PROPERTY LINE 2 ALL EXISTING FACILITIES NMCH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING$ LINE PARALLEtMrG OR STUCCO, PLASTER AND THE LIKE INTO THE STfMMWATER CONVEYANCE SYSTEM 6R ANY PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL LMSANG OR PROPOSED UTILITY CROSSINGS WHHIN 10 FEET RECEIWNG WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASY0YT LOCATION. 2 THE SOILS REPORT UM "PRELIMINARY GEOTECHNICAL INWS17GA17ON PROPOSED FIVE (5) A LANDSCAPING EXIS77NG CONTOUR 59 OF PROPOSED WATER MAINS SHALL BE SY0MV ON IMPROVEMENT PLANS ELECTRICAL AND SEINER 70 CROSS UNDER CONDOMINIUMS 1865 WLCAN AVENUE LEUCADIA CALIFORNIA' DATED MAY 11, 2007 PREPARED BY WATER MAINS UNLESS GVEN MITTEN PERMISSION BY SAN DIEGUITO WA HR DISTRICT. COAST GEOTEMNiCAL cam77NG ENGINEERS AND GEOLOGISTS SHALL BE COYSiDfRE�D AS A PART OF 1. ALL SLOPES MALL BE PLANTED AND IRRIGATED iN ACCORDANCE NTH PLANS APPROVED EXISTING ELEVATION X 67.5 (65.6) CONSTRUCnOV SITE ACCESS THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WTH THE RECOMMEMA770NS AND BY THE CITY ENGINEER. PLANS SHALL CONFORM 70 771E CITY OF ENCINITAS GRADING 3 CONTRACTOR AND OM ER ARE RESPONSIBLE TO RELOCAIF AND/OR ADJUST TO GRADE ANY EXISTING ON7ER SPEVV70NONS CONTAINED 1N SAID REPORT. ORDINANCE AND ALL ADOPIEV LANDSCAPE AND IRRIGATION STANDARDS FACILITY FlRE HYDRANT METERS; VALVES; VALVE BOXER ETC.) NHICH IS AFFECTED BY THEIR PRO�CT. ALL A STABILIZED C�TRUC71O N SITE ACCESS SHALL BE PROWDED FOR VEHICLES EGRESS AND NEW CONTOUR ( INGRESS TO PREVENT )RACKING DIRT OFF ,91E. THIS SHALL INCLUDE UStrNG MATERIAL SUCH AS 2 FINISH GRADING AND PLANTING SHALL BE ACCOMPUSHED ON ALL SLOPES PRIOR TO AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMIIE F (WASC) STANDARDS IF GRAVEL AND OR CORRUGATED STEEL PANELS LAlES 3. APPROVAL OF THIS PLAN DOES NOT COVS177UTE APPROVAL OF SIZE$ LOCATION AND TYPE OF OCTOBER 1 OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED SEWN FACU71ES DO NOT MEET STANDARDS; 7HEN 7HEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWER S DRAINAGE FACUTIE$ NOR OF IMPRMfMENN N1IHlN STREET RIGHT -CF WAYS SEPARATE APPROVALS OCTOBER 1 AND APRIL 15. EXPENSE AND PERMIIS FOR THESE SHALL BE REQUIRED IN CONVNCDON NTH IMPROVEMENT PLANS NEW ELEVATION 6858 CONS1RUCnON IEHICLES E. EROSION CONTROL 4. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERWC£S 4. WRITTEN PERMISSION SMALL BE OBTAINED FOR ANY Off -91E GRADING DAYLIGHT LINE A SI'EC C17ON AWAY FROM PARKNG, ff ICLE S REFUELING SHALL N DE UIPMF€D FOR 1. HN CASE EMERGENCY NtRK IS REQUIRED, CONTACT NiLUAM GRECORY AT 858- 603 -1173, " 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED LHETHEEN FlRE HYDRANTS AND SAN DIEGO GAS AND CONS71?UCTION VEHICLES PARKING, VEHICLE REFl1EUNf� AND ROUTINE EQUIPMENT MAINTENANCE. 5. CONTRACTOR SMALL TAKE ANY NECESSARY PRECAU7ONS REQUIRED TO PR07ECT ADJACENT 24 HOURS A DAY. DRAINAGE SWAVE PER DETAIL It ELECTRIC VAULTS ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. PROPERTIES DURING GRADING OPERATIONS ANYTHING DAMAGED OR DESTROYED SIHALL BE REPLACED OR REPAIRED 70 CONDITION EXISTING PRIOR TO GRADING. 2 EQUIPMENT AND NDRKERS FOR EMERGENCY NARK SHALL BE MADE AVAILABLE AT ALL DIRECTION FLOW 6. ALL WATER SERMES 70 BE CONSTRUCTED CLEAR OF DR INFRA Y5 AND ALL O71HER TRAVELED WAYS WATER EROSION COINTI ROL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS 91ALL BE STOCKPILED ON METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK NHICH iS SITE AT CONVENIENT LOCATIONS TO FACUTATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MUST BE PROWDED FOR ALL EROSIVE SURFACES DOPED SURFACES DIS71JRBLD OR DfS7RO0 SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CViI. DEVICE S KILN RAIN IS IMMINENT. SIDEWALK UNDERDRAIN PIPE SDRSD D -27 -SD- SD 'J HWDROSEED NOTES ESPECIALLY SHALL BE PROTECTED AGAINST ENGNEER OR A LICENSED LAND SURVEYOR. ��II EROSION BY INSTALUNG EROSION RESISTANT SURFACES SUCH AS 3. DEWCES 57H0WN ON PLANS SHALL NOT BE MOVED OR MODIFIED WSOUT 7HE APPROVAL 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR EROS/O4 CONTROL MA73� ALFWAIF GROUND COVER W OETATION, 7. THE CONTRACTOR SMALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES INCLUDING OF THE ENGINEERING INSPECTOR PRIVATE CATCH BASIN BY ADS' STEEPER YRDV )HEY AREA AND BONDED FIBER MATRIX. 5 HORING, AND SHALL BE RESPONSIBLE FOR CONFORMING 70 ALL LOCAL, STATE AND FEDERAL SAFETY ¢ TH£ CbiY1RACTDR SIIALL RESTORE ALL EROSION CONTR01 DEWCES 70 WORKING ORDER AND HEALTH STANDARDS, LAOS AND REGULATIONS TO THE SATISFACTION OF Rf RESTORE ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL A. TIHREE FEET OR MORE IN HfWT iN FILL AREAS NO EXCAVARO N AND GRADING ACRW7iES ARE ALLOWED DURING (��p) SILT FENCE CALiTRANS STANDARD SE -i & DETAIL 'J' -0 -0 B EROSION DUE 10 THEYNEROSION RES7STANT CHARACTER OF ��MAITMAL AS APPROVED NET NEARER �YANSIIALL NOT BErCOMUGIED BE /MEN TH£ IHOOY, S OF 5/ 30�ti AN!) 7 � A FOR � RECONTRACTOR D T TYfNG DUE 70 UNAC�LE� G G OPSM70 OR MAY BE DIVERSION DIKES WALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SA7URDAY'8 SUNDAYS AND CITY RECOGNIZED HOLIDAYS BY THE CITY ENGINEER. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE GRAVEL BAGS CALTRANS STANDARDS SE -8 SE-8, & c=c�oc o0 SIZE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND S€ -10 &DETAILS 'G' & tY 2 RRIGATION SHALL MAINTAIN THE MOISTURE LEE OF THE SOIL AT 771E OPTIMUM LEVEL FOR THE GROWTH OF TEMPORARY EROSION CONTROL MEASURES 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREMADING MEETING HAS BEEN HELD ONSYTE 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS THE HYDROSEEDED GROWN. NTH THE FOLLONNG PEOPLE PRfSE'NT CITY INSPECTOR, CIWL ENGINEER, SOILS ENGINEER, GRADING 70 PREVENT PUBLIC TRESPASS ONTO AREAS NHEN IMPOUNDED WA 7ERS CREAI F A STABILIZED CONSTRUCTION ENTRANCE CALTRANS STANDARD DRAN1NG REMOVE EXISTING Vf lA7TOV ONLY MEN ABSOLUTELY CONTRACTOR AND PERMITIEE. THE PREGRADE MEETING SHALL BE SCHEDULED WTH THE CITY AT HAZARDOUS CONDITIOII N0. TC -1 &DETAIL '1' J. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWNC NECESSARY. LARGE PRMC75 SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2170. REMOVAL OF THE NATURAL GROUND COVER. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL A. SEED MIX -WALL CONSIST OF NO LESS THAN, DO NOT REMOVE 7REES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION. 10. PRIOR TO HAULING DIRT OR CONS7RUCTION MATERIALS TO ANY PROPOSED CONSNUCRON 97E BE INCORPORATED HEREON BMP AREA. NOT TO BE MODIFIED 1. 20 LBS PER ACRE OF ROSE CLOW R WW N THIS PROJECT THE DEVELOPER WALL STf6NIT TO AND RECEIVE APPROVAL FROM THE CITY N9THOUT PERMISSION FROM THE 2 20 LBS PER ACRE OF ZORRO FESCUE TEMPORARY VEGETARON MUST BE PLANTED ON SLOPES OR INHERE COIVSNUCTION IS NOT ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SMALL COMPLY NTH ALL CONDIRONS 6 GRADED AREAS AROUND RE PROJECT PERIMETER MUST DRAM AWAY FROM THE FACE IMMEDIATELY RANWED FOR EROSION CONTROL PURPOSES ER057AN SHHALL BE PREWN TED BY AND REQ(H RENTS THE CITY ENGNEER MAY IMPOSE STY REGARDS TO THE HAULING OPERATION OF SLOPE AT THE CONCYUSIOV OF EACH -WORK DAY. CITY OF ENCINITAS 3. 3 LBS PER ACRE OF f HIL00L CIA 0LIA NICA PLANTING FAST - DRONING ANNUAL AND PERENNIAL GRASSES 70 SHIELD AND BIND THE SOIL. 4. 4 LOS PER ACRE OF AL 0IIII (CARPET 11 UPON FINAL COMPLETION OF THE YORK UNDER THE GRADING PERMIT BUT PRIOR 70 FINAL REMOVABLE PROTECTIVE DEVICES SIHONN SHALL BE IN PLACE AT THE END OF EACH 5. 3 LBS PER ACRE OF AL)SSUM (CARPET Of SNOW) PLANT PERMANENT WGETA NOW AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING GXi'ADING APPROVAL AND CR fNVAL RELEASE OF SfOURITY AN AS- GRALIED CERTIFICATION SHALL BE NARKING DAY NHEN THE FIVE ((5 DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 6. 11.2 LB PER ACRE OF DIMORPHOL€CA ACi IGIES ARE COMPLETE PERCENT (409). SILT AND DT71ET� DEBRIS GIALL BE REMOVED AFTER EACH RAINFALL WN 7. ITEMS C, D, £, AND F Of THIS SUBSECTION MAYBE OMITTED ON LOCATIONS NHfRE PROWDED STATING.• 'THE GRADING UNDER PERMIT N0. 1010 -G HAS BEEN PERFORMED IN SUBSTANTIAL GRADtA/C� THE AREA BENG HYOMOSEEDED !S NOT HYRE FROM E71 U A PU BLIC STREET OR WA TER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. CONFORMANCE W IR THE APPROVED GRADING PLAN OR AS SHORN ON TTE ATTACHED AS- GRADED 10. SYOULD GERMINATIOIN OD HYDROSEEDED SLOPES FAIL TO PROME ETTECT/Vf COVERAGE Ae�REWARONS EARTHAVRK QUANTITIES- DE RESIDENTIAL STRUCTURES PLAN THIS STATEMENT SHALL BE FOLLONED BY THE DATE AND SIGNATURE OU THE CWL ENGNEER OF GRRADED SLOPES ((90% COVERAGEPRIOR TO NOVEMBER 15 THE SLOPES SIHAll OU CUT 450 CY ble ON -SITE CONSTRUCTION MATERIAL STORAGE WHO CER7IRES SUCH GRADING OPERATION. STABILIZED WN PU4AED SiRAW ISTALLED IN ACCOROMIT ►NTH SECTION 35.023 Of THE FT = FINISH FLOOR 6 i7EM A OF THIS SUBSECTION MUST BE iNOCULAIED NITH A NITROGEN RAG - EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT FG = FINISH GRADE FILL: 10 CY 3o GY EXPORT 440 CY BACTERA AND APPLIED DRY FINER BY DRIUJNG OR BROADCASTING BEFORE B. NOnFlCATIONS � OU CONSERVAlTOV. Rf = RETAINED ELEVATION $o : G✓ HYRO ,TENNG STORED MATERIALS SHALL BE CONTANED IN A SECURE PLACE TO PREVENT SEEPAGE AND 1G = TOP OF GRATE SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS NHERE TREY HILL STAY DRY OUT OF L THE EXISiENCE AND LOCATION OF UNDERGROUND U71LITY PIPES AND STRUCTURES S HOWV ON THESE SOILS ENGINEER'S CERTIFICATE IE = INVERT ELEVATION N6TE : THE ABOVE EAR7HNbRK QUA 9. ALL SEED MATERIALS SHALL BE TRANSP RTED TO THE JGH7T N UNOPENED THE RAIN. CONRACTOR SHALL PROME SECONDARY COVTAINEE NT FOR ALL FUEL STORED PLANS HERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST CF OUR KNONtEDIE H.P. = Hi6H POINT BEEN FACTORED TO ACCOUNT FOR SOILS SHRINKAGE, CONTAINERS NTH THE CALIFORNIA DEPARTMENT OF FOOD AND A6RICUL7URE OU -SIE THERE ARE NO EXIS77NO UIXIMS EXCEPT AS SIHOHN ON THESE PLANSs HOHM. THE CONTRACTOR I MARK BUR A REGSTERED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA TC = TOP OF CURB SUBSIDENCE, BULKING OR REMEDIAL GRADING. CER70CARON TAG ATTACHED 7a OR PRINTED ON SAID CONTAINERS IS REQUIRED 10 TAKE DUE PRECAUTIONARY MEASURES TO PR07ECT ANY EXISTING UTILITIES OR PkINCIPALLY D� B(1SINESS IN THE FIELD OF APPLIED SOIL MECHANICS HEREBY CERTIFY R = FLOW LINE ELIMINATE OR REDUCE POLLUTION OF S70RMWAIER FROM STOCKPILES KEPT ON -SITEE, THAT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT NITHIN THIS SIZE C.O. = CLEANOUT STOCKPILES MAY INCLUDE SOIL PARING MATERIAL$ ASPHALT CONCRE7E AGGMEGAIF BASE, STRUCTURES LOCATED AT THE NARK Si7E IT iS THE CONTRACTORS RESPONSIBIITY 70 CONTACT THE WAS MADE BY ME OR HINDER MY DIRECTION ON THE DAIS OF DECEMBER 10 2007. ONE f0. NON- PHYTORETION NETTING AGENTS MAYBE ADDED TO IRE HYDROSEED SLURRY ETC STOCKPILES MALL BE LOCATED AWAY FROM CONC£NIRATED STORMWATER ILONS AND FOLLOWING OHNERS OF SAID UTILITIES OR STRUCTURES PRIOR 70 ANY EXCAVATION, VERFICA77ON AND COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THiS STUDY WR ky AT THE DISCRETION OF 17171E CONTRACTOR. STORMDRAIN INLETS STOCKPILES MALL BE COVERED OR PROTECTED WTH SOIL STABILIZATI LOCATION OF U77LI77ES AND NOTIFICATION 07 COMMENCEMENT OF HORK. ON FURIVE YORE IV HAS BEEN SUBMITTED iO THE PLANS OF THE L`ITY ENGINEER EXIST IMPERVIOUS SURFACE = 6,264 SF (INCLUDES RESIDENTIAL BUILDING, B TYPE I MULCH APPLIED AT THE RA IF OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MEASURES AND PROWDED NTH A iEMP094RY SEDIMENT BARRIER AROUND THE PERIMETER AT SAN DIEGUITO WAiER DISiRICT 1.81X1. 422 -4133 FURTHERMORE ! N UDED /AD HE S GRADING PLANS AND CERTIFY THE ALL TIMES RECOMMENDAIIOVS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN DRIVEWAYS & PA110SJ MULCH, (SNAW) MAY BE SUBSTITUTED. ALL 01? PART, FOR HYIMAUUCALLY APPLIED SAN DIEGO GAS & ELECTRIC 1- 800 -422 -4133 INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS NEW IMPERVOUS SURFACE 8760 SF (INCLUDES RESIDENTIAL BUILDING RfIER MAi£RIA . WHEN SIRAW IS USED IT MUST BE ANL71ND TO THE SLOPE BY PACIFIC BELL 1 -800- 422 -4133 MECHANICALLY PUNCHING NO LESS IRAN 50% OF THE SIRAW INTO THE SOIL TRAINING CABLE TV (DIMENSION CABLE STMES) 1- 800 -422 -4133 ' `� & PAROS) LEUCADIA WASTE WATER DISTRICT 760-75J-0155 BY: r& %�lN,`z. ` �a 2109 C FERAUZER COUSISTTNG OF AMMONNV PHOSPHAIF SULFATE, 16 -10-0, NTH H 15X CONNACTORS' EALOYEES MHO PERFORM CONSNUC77ON IN THE CITY OF FNCNITAS SHALL BE V R�� Lu Ex+p OWNERS SH6A +ion��S r1G• SULFUR APPLIED AT THE RATE OF 500 LOS PER ACRE. TRAINED 70 BE FAMILIAR WTH THE CITY OF ENCINITAS S70RMWATER POLU77ON CONTROL 2. CONTRACTOR SHALL NOTIFY THE CITY ENGNEERS OFFICE 46 HOURS PRIOR TO BEGINNING ANY CEG M..: 91e 4 aw r REQUIREMENTS THESE BMP N07ES SMALL BE AVAILABLE 10 EVERYONE HOMING ON 97E. THE 9990 N1E4A Rif" BARD 516 Roo 4. AREAS 70 BE HTROSE£DED SHALL BE PREPARED PRIOR 70 HYDROSEEOING BY- PROPERTY ONN£Q(S AND THE PRIME COVRACTO4 MUST INFORM SUBCONTRACTORS ABOUT WURK ON THIS PROJECT PHONE (760) 633 -2770 EXP. DATE. f/3-0/06 � ENGINE HNr Ate � STORMWAiER REOQUU EMENTS AND THEIR OW RESPONSMIRES ��� r a i�r SPrJ TJ1e4o,cA9 9I A. ROUGf€NtNG THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF. J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE _(760) • P.•0. BOX943 S5$ • 5� • (d551 WASTE MANAGEMENT 633 -2770. ALL NDRK PERFORMED WWT BENEFIT GF NSPEC77ON HILL BE SUBJECT 70 tttk TIOV_ AND REMOVAL. BY I. TRACK WALKING SLOPES STEEPER THAN 6.• 1. W A A NGiA CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED C. GRADING OF N0. 1. RIPPING AREAS iHAT HILL HOT BREAK UP USING ITEM 1 ABOVE CONSTRUCTION MATERIALS DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, EXP DA NEr Of' 8. CM710M THE SMS SO THAT IT IS SUITABLE FOR PLANTING BY INHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRlC71Y PROHIBITED. L ALL WADING SHALL BE INSPECTED AND TESTED BY A Qf1ALIFIED SOILS ENGNEER OR UNDER HiS NO SEEPAGE F1RQil DUMPSTERS SHALL B£ DISCHARGED INTO DIRECTION. HE SHALL INSPECT AND TEST NE EXCAVATION PLACEMENT AND COMPACTION OF FILLS SITE ADDRESS., 1865 NORTH WLCAN AVENUE 1. ADJL6DNG THE SURFACE SOIL MOISTURE TO PROWDE A DAMP BUT NOT SATURATED AND BACKFHLS AND COMPAC7ON OF MENM HE SHALL SUBMHT SOLS REPORTS AS REQUIRED AND COAST GROTECNICAL CONSULTING ENGINEERS AND GEOLOGISTS ENCMTAB CA 91024 r STORMWATER. BERM_ S MES SHALL BE PLACED AROUND DUMPSTERS HILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON COMPLETION OF GRADING OPERA PONS 779 ACADEMY DRIVE 7�� TO OIEERT THE NATURAL STORM RUNOFF. DOMPSTERS SHALL BE CHECKED fREQUEN LY FOR HE SHALL STATE THAT INSPECTIONS AND TESIS HERE MADE BY HIM OR UNDER HIS SUPERWSION AND SOLANA BEACH, CA 92075 _ ry , 8 2 THE ADOITION OF SOIL AMENDMEM78 PH ADJJ57KWT, LEACHING OR COVERING SALVE LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS WIYOUT LIDS SHALL RAT N HIS OPMION, ALL EMBANKMENTS AND €XCAVA71ONS HERE CONSTRUCTED IN ACCORDANCE (858) 755 -8622 �" • _ ASSESSORS PARCEL: Am 254- 071 -37 SOILS TO PROWDE WABLE CONDITIONS FOR GROWN. 1.1E PLACED TN7TflN STRUCTURES WTH IMPERWOUS ROOFING OR COVERED NTH TARPS N ORDER NTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE 70 A" RAN CONTACT -NiN ANY TRASH MATERIAL ACCEPTABLE FOR THEIR IN7ENDED USE. LEGAL DESCRIPTION' HYDROSEEDED AREAS WALL BE MAINTAINED TO PROWDE A WGOROIS GROWN UNTIL THE PROECT iS PORTION OF LOT 2. BLOCK A' OFF SAN O ACRES N0. 2 IN MANY CONST7?UCTIAV MATERIALS NCLLIpNG SOLVfNTB WATFR -BASED PAN18 VENICE FLUIDS 2. THE CONTRACTOR SHAH PROPERLY GRADE ALL EXCAVATED SURFACES lO PROVIDE PC15iRtE PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOUOSEEDING IS THE PERMANENT LANDSCAPING, UNRL THE BROKEN ASPHALT AND CONCRETE; HOOD, AND CLEARED VEGETATION CAN BE RECYCLED. DRAINAGE AND PREVENT POMING OF WATER HE SHALL CONTROL SURFACE WATER AND A RID THE CITY OF ENCIANTAS COUNTY TN SAN DECO STATE 9 PROJECT IS COMPLETED AND ALL SECURITY RELEASED. NUN- RECYCIABLE MATERIALS MUST BE TAiKEN TO AN APPROMAIF L AMFILL OR DISPOSED OF DAMAGE 70 ADJOINING PROPERTIES OR 70 FINISHED HARK CW "7HE SITE AND SHALL TAKE REMEDIAL STATEMENT OF ENGINEER OF WORK REFOff I OF THE COUNTY RECORUEREOF SANE Go COUNTY AS HAZARDOUS WASTE. FOR INFORMA7701V ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE MEASURES 70 PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT HAZARDOUS WASTE HOILINE TOLL FREE AT (800) 714 -1195 FOR INFORMATION ON LANDFILLS DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AUGUST 5, 1924 AND TO ORDER DUMPSIERS CALL LOCO AT (766) 436 -4151. THE UNDERSIGNED ENGINEER AGREES THAT THE HDRK PERFORM® BY THE ENGINEER WALL J. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND ALL SMALL BE PLACED IN COMPLY WTH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS POLLUTANTS SMALL BE KEPT OFF EXPOSED SURFACES PLACE 7RA91 CANS AND RECYCLING ACCORDANCE WTH STANDARD SPECIFICATIONS ALL VEGETABLE MATTER AND 601CTIMBLE MA7D?ML TRADE OR PROFESSION. THE ENGINEER FZIRIHER AGREES THAT THE NARK PERFORMED ONVER'S / PERMiTIEE STATEMENT RECEPTACLES AROUND THE 97E SHALL BE REMOVED BY THE CONTRACTOR FROM RE SURFACE UPON WHICH THE FILL IS TO BE HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA7700 REQUIRED BY THE PLACED. LODZ FILL AND ALLUVNAL SOILS WALL BE ffMOVED TO SLNIABLE FIRM NATURAL GROUND. CITY OF EADVITAS TH£ ENGINEER AGREES NAT ANY PLAN CHECK OR REWEY PERFORMED IT IS AGREED THAT FIELD CM1701VS MAY REQUIRE CHANGES 70 THESE PLANS PORTABLE TOILETS MUST BE IN GOOD NARKING ORDER AND CHECKED FREQUENRY FOR LEAKS THE EXPOSED SOILS SHALL BE SCARIFIED 70 A DEPTH OF 6' AND THEN COMPACIFD TO A MWIMIUM BY THE CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC ENTITY FOR THE PLANS ) THE CONNACIOR MALL PRONVE SECONDARY FROM S ORML7RAlN INLETS ON PERWOUS SURFACES T AND LOCATE PORTABLE TOILETS AWAY COMPACT THE l FILL S)Rr T ACLEOUCONTRACTOR'S E TO PLACE, SPREAD, WATER AND LAICAL SUFFICIENCY IEQUACY OF THE PAEANS OR DESIGN AND I THEREFORE TA OF q R MAKE C ANSI T AT]DNS t %R ,WALL � NE POAN I E DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF DIRECTOR OF PUBLIC HORKS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER S u 1 ALL CONSTRUCRaV DEBRIS SHALL BE KEPT AWAY fROV THE STREET, LITTER, AND 4. CUT AND FILL SLOPES SHALL BE CUT AND iAWMED TO FINISH GRADE 70 PRODUCE SMOOTH AP MLESS f CITY I qON THE AD GIN AGREES C R ES TO I�S�ND Y AND EMPLOYEES FROM COM f7KN OF THE NPROWJ07S STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL TVAT MAY HAVE SURFACES AND UNIFORM CROSS SECTIONS THE SLOPES OF EXCAVATIONS AND EMBANKMENTS SHALL HARMLESS DAMAGE OR BODE I TAS A ARISING SOLELY FROM THE NEEMPL Y ACTS IRAW10 AWAY FROM CONSTRUCTION SITE BE SHAPED, PLANTED AND )R WED AS DIRECTED BY THE LNGNEER OF WORK AND LEFT IN A NEAT l FURTHER AGREE TO COMMENCE HURK ON ANY NNPROAEMENTS SHOWN ON 7HESE' PLANS W HN Q/� AND ORDERLY CONDITION. ALL STONE, ROOTS AND OTHER WASTE MA TIER EXPOSED OR EXCAVATIOV ERRORSJR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING EXISTING PUBLIC RIGHT -OF -WAY WHIN 60 DAYS AFTER ISSUANCE OF THE CONSTRUCTION U •'/'-"+•� 91/611.3 OR EMBANKMENT SLOPES MICH ARE LIABLE 70 BECOME LOOSENED SHALL BE REMOVED AND WRIN E COURSE' AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING GLUT OF PERMIT AND TO THE PURSUE SUCH OCRK AC771GY ON EVERY NORMAL VRKWG DAY UNTIL �N N� � DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WTH THE THE NORK PERFORMED BY THE ENGN€ER. COMPLETED, IRRESPECRIE AND INDEPENDENT OF ANY OTHER WfiK ASSOCIATED WTH THIS SAMPO Et�iGINEERiNG, INC. GRADING ORDINANCE PROJECT OR UNDER MY CONTROL SA14PO ENGINEERING, INC. 01L ENGINEER'S CERTIFICATE � 1034 SECOND STREET ENCINITAS, CA 92024 BY � (:55 22vdg E MY995 A RE615MR15D Club 64&WGER IN-ME SrXe (760) 436 -0660 oF{PA 1/MdG D E cALIFORNrq, HEREW v6cLPRE'MdAT I HAvOt elsEA Re5?Cf/S113LCCHARGE A5 PEFMS) iN 44178 *11C-A HoM eS,:04C, GTi OrJ 67p3 OF THE L3U5) NESS AHD PR (fE5Sl DNS COVE, O VEk THE 6C -OTEC HM�ALA5PECTS LA COSTA Af OF _n­15 GRAD1143 b( THIS- FROJECT TO-meae5T of MY Krl<)wmvGE AND PCP59telkG THE OFESS/ BY DATE T Z7 Ito W"M �Hv EXC CONFORMS ot4 W-NAT ANY C+4AONGGS c� r� A� S FR PK-Nn4G PLAT Z DY. EE-Tt) TUW0 5rxs � p pp E Ao l p ` O V9 WNCENT L SAMPO CE 44173 _ FIELALUNPno/�15T-1+ eFeeN1> TIFiCpWTHcF1NA SOILSwFaZTf0RTHtPRo�T..n1 �Q J Y���y� A BY: ROBE T !X/ CD DAIEs^ ApN-no Y eleocaN S L. (LAS REJr E) -jfFE f3dsVI)06 So1L5 REPoRT5 ANbc� OURS �n W 1t+t i}E' R MMEtJDallvNS cor�tAt Ell cn¢�EIrJANDA56UMEs�ie f� of 6ECr�uf�l(CAI, a I �' �, WLCA APERiIES LLC No. aacEeans ,� , pVE eTlyINE�R @9.09/30' ' 51Gr1ep /11v /ri ^T DATA: 4- S' _ 201 L $i7E RE615 TRh 11U a Rc� 637TH �nY ®EbS1R/\7foN �PIR7S 9-30-1 -. �Q�OgL \FV ? FIRM 6C'oG001400APORAMD �` r APPUss 6960 FLAMDeRS DRNE 5M m6d, GA 92)ZT ASNB 4Wt, V� 550 6106 s f j LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DISTRICT FIRE DEPARTMENT PARKS & RECREATION DEPART. PUBLIC WORKS D�r E"jRoNMENiAL HEAI.'iH BEST MANAGEMENT PRACTICES STATUS N Z STANDARD z _ e /�' VICINITY MAP � BY: � � BY:/ y /3a /oq . � PROJECT W �q NTS BY SIGN E 2re / ,a DATE/ O SIGNATURE FIRES 2 YEARS AFTER DAZE DA7F SIUNATURE DA 7E BY CWA7UR Amy B' A E DATE �Y StGw�ruz� • DH tv'� Z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING DEPARTMENT °�' MW APPROVALS CITY (� ���NITAS ENGINEERING DEPARTMENT DRAWING NO. ADD KCYA AP 9HT3 CITY OF ENCINITAS SURVEY CONROL POINT NO. 1004 STATION ENC -04' PLANS PREPARED UNDER SUPERWSION OF a" r� p rznt c L HORiZ : NONE RECOMMENDED APPROHD GRADING PLAN FOR : a 2 -i/2' CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE DATE: 4 7 D f 2 1865 VULCAN CONDOS 101 D- G CA•lRl�itsE'" a• NORTHEAST CORNER OF THE CITY OF ENGAWTAS 1EUCAOIA OAKS PARK OH! I <t G' A3 THE WEST SIDE OF RAlN1REE DRiVE VERT : NONE R.C.E. NO.: 44173 /�/� _/ U) IS JYSLt BY • �' WNCENT L. SAMPO BY : �' �'° By: 1865 VULCAN AVENUE, ENCffIifTAS, CA JIVES baaxapt,cN ��^3p I ELEVATION 67.639 OATUV: NAND 88 SI, E DATE ENGINEER S MPO EXP. 6 /WO9 DATE: S1� o� DATE: S/s /tea CASE N0. 07 -004 DR TM CDP SHEET 1 OF 12 ; XSEciwN SHt 2d.3A /° �Z� REPLACE LANJOSCAPE SNeeTS ? 1I3 M WIUII SHTti�3 I6 F 3 Io• •13 IMPROVEMENT NOTES \ S \ \ \ \ \ BUILDING / II \ S \ 5 PROTECT E#ST AC SWALE IN -PLACE ` , WOOD FENCE 1. PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMOLISH EXIST S7RUC7URE, AC PAVEMENT, WALLS \ \ \ \\\ / QN TOP OF WALL o LANDSCAPING & ALL OTHER ITEMS LOCATED WITHIN THE LIMITS OF RE- DEVELOPMENT AS PROTECT J(lSI. ° & WATER M l \ \\ \(FL 53 ) \` \ 5386 52 i rss.,s EPSao ASPHq�T " SHOWN HEREON. IN -PLACE \ FL 1 DRIVEWAY 56.54 .29 \ \ ,\ LAWN 55.93 55.,6 / EP 55.40 �n \ \ 54.40 \ \\ PROTECT EXIST AC PAVEMENT & EC/EP �FL .. f' 2. ALL WORK PROPOSED IN THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY OR AS 55.76 G IRAN. \ \ (54.40 54.32 . 4 DRIVE*AY i l�- CE - �` 55.7 ' ASPHA T AUTHORIZED BY ADJACENT OWNER N177-I A WRITTEN LEVER OF PERMISSION. IF ANY GB T ��I N \ \ ( ) � � p - Fs � , - I TOP BERM DRIVE Y ,7 o DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED SiR p • 1 \ \ 54.32 55.8, / NDAR %V42z EP 55.7.5 1 ss.a5 EG/EP 2 PROTECT EXIST AC 57.07 `� WORK, A N171T1EN LETTER OF PERMISSION FROM THE ADJACENT PRIVATE PROPERTY OWNER M Tt�DI T/t I \ 53\87 SEWE \ 55. EF C \ FL BE CHAIN LINK UFORNIA A \ 55.68 ' EP (FL MANN FL 5390 j --58.03 CA PING /�cB ' I l \ EP _ EP FL PAVEMENT IN -PLACE , FENCE GATE Fs II MUST BE OBTAINED & SUBMITTED 70 THE CITY PRIOR 'TO START OF SUCH WORK. ANY CONS EET �1 \ \ \ EP g J� 57 GASP 9.7.3 DISTURBANCE TO THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY S \ PROTECT EXIS*VN SEWER MA Hj7LE \ (5441) ` k ($) c \\ 15 MAX LEND _ 95 0 - �O yv' PROTECT EXIST WOOD FENCE 6,' HIGH BAMBOO FENCE PER ERM 7. Fs AUTHORIZED IN W 17ING & SUBMITTED TO 7HE CITY IS GROUND FOR STOP -WORK 70 BE ISSUED NO. 0370210 6-P CE \ \ 2 5 -572° MAX HEIGHT ea•ab(�� a4l a Q yM q : `` IN -PLACE 4aL LANDSCAPE PLANS � / o F FL � 5 � h' S PROTECT EXIST FENCE IN -PLACE • '� ,� si.as cb. a � � ry y 6 J o FOR THE PROJECT UNi7L THE REQUIRED PERMISSION IS OBTAINED. RIM 54.92 lE 44 2 \ fir, FENCE h `' 6' HIGH BAMBOO FENCE h y o y FL BERM 5 ( / 56.07 / \ 5 \ \ O 56. of i \ 5 �° n 3\ $ F g ,w�„�p1 PER LANDSCAPE PLANS 36 y Ss.3c / ti sl 57. 3� I�, �' h 75.05 -a EXIST EDGE ACcBPAV&MENT \ � tc�. \ � ti a/ (, � � � � EP JS •"t / +C EP fl7• FEr1JCENK � b �� 1 � � J. All RETAINING &OTHER FREESTANDING WALLS, FENCES &ENCLOSURES SHALL BE TS ' 7' \ .42 cJ+ cS �J' ^) 55.8 . 5 36 `C �i �<r°'' PROIECTEXlSI7ND 5' VCP \ 3 , c `" 97 �� 55.9 p -- -WOOD FENCE EP Al /, y3 <`�� ' n ARCHl7ECNRALLY DESIGNED IN A MANNER SIMILAR TO & CONSISTENT WiTH PRIMARY ' SEWER MAIN /N- !PLBSS \ \ T \a \- \ P i EP N897953 'W 4 �� S z 144534. �\ Ea 03 \G Sr'6 `V ti S7RUCiURES \ \ 25 >t PROTECT EXIST POWER \ ce T S�IPI G P 1RAFFlG \ S• 5 W 5 yI ¢ (' %• 97. ~- 6 L56i POLE IN -PLACE o BE MODIFIED WITHOUT OBTAINING A P ¢• GRASS SWALES &BMP AREAS ARE PRIVATE &SHALL BE MAINTAINED BY THE HOA, NOT TO ° l - _ GL� PpIN \\ P (2. 1 io 1 sac ERMIT FROM THE CiTY OF ENCINITAS E ROTECT EXIST FENCE IN -PLACE 5. RUN -OFF FROM ROOF DRAINS SHALL DISCHARGE ONTO GRASS OR LANDSCAPE AREAS PRIOR TO Ts 7s / \ \ 1 ci'43J,, \ 53. 1 `° ' COLLEC110N &DISCHARGE ONTO STREET 7 7 \ I S t 5 , W _.__ 6. STORM WATER SHALL FLOW AWAY FROM S7RUC7URES & NOT BE ALLOWED TO POND ADJACENT ENCE \ \ \ x g2 7 _7 WOOD T STRUCTURES. 2 ss.6, 5 \ LL rC 6' HIGH BAMBOO FENCE 0 SiR �ca cs C Ec PLANTER - ___ 7� HE ED t ,` r6, PER LANDSCAPE PLANS 15' TRANSITION FROM 35 IC 6 8S 7. EXIS77NG TOPOGRAPHY SHOWN HEREON WAS PROVIDED BY COASTAL LAND SOLURONS, INC. ON 6 °TO On CURB UN� I .05 m� 'S6 5 G��i?E 9 \ EX Woc+DfENCE 1210312006. PER LH0 S "3 0 (2. ) q \ p 55.87 35 N W 55.4 56.aaJ 1 , /%S7�b '�5 t �-,-- 8. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR DESIGNING & IMPLEMENTING ANY & \ NNOf E N0 1 44.83 IN� 7 r`, - . S, PLANTER GATE t 2 WIDE 1 WER MA 44 � IE --� 54. _ o .56.6 ! 56.3, 1X R �d � /.9 � All TYPES OF SHORING SYSTEMS THAT MAY BE NECESSARY IN ORDER TO EXCAVATE FOR 54.07. IM 54• EP - z 56 h 5 Sk ' s RETAINING WALLS, Ui)LIiiES % PRIVATE STORM DRAIN SHOWN HEREON THE SOIL ENGINEER 54.99 V 2 +08,00 ,0209• R 4 IN), \ . �E - 572 56� PAD 55.9 WOOD �5 ' - 5 ® ` Ba y ° *�� ^� ^'� +n" ^�+ �« ^� *•++ SHOULD BE CONSULTED FOR SHORING & STABILIZATION RECOMMENDA77ONS PRIOR TO �p �� \ SMH N0 3 pUT) (IE 447 (54,46) \ Eu \ �s.0s FEN 5hs 3� ^,; ; .� CONSiRUC710N A BUILDING PERMIT IS REQUIRED FOR ANY SHORING. TREEU ER �(\ GA RAGE \ FG 54' Ts PLAN R AREA - 50 5T 1� 56.5 I I 9. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF PROJECT UNLESS A LETTER OF PERMISSION EY1SfING EuGACYPtC�STREE LANG P6� � � 2, PAS IltAtt+ATfoN, keysTOatEwiru. W L S ° Obe a 56 i� F c �, e IS OBTAINED FROM THE OWNER OF AFFECTED PROPERTIES toy► vearA&C L zLMrrNfr° AND 4 \ E 55. \ 5.22 N r, r UNI I 2 h ' S sD �, - +e 4 7i +1 ! 6 ti t7M #- 10. PRIOR TO DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO SITE, ALL NFT & DRY U77LI17ES LJAt.KWAV!" TLS QoE r'1RACLKf/K fD b'/ �� \ Ts £ - +}�� • \ 57 sN, t s k99h Slit MA46 t. bAWLK WZrW C k QO G 55.55 o FG �' 2 g1 y0ti0 NEW RESIDENCE \ s� - I% 8 ° SHALL BE INSTALLED & APPROVED BY THE APPROPRIATE INSPEC77ON DEPARTMENT OR AGENCY. RRGOROEp 3t�LY3U�ibt3 AS Q G. HosE i - 5 \ 1 GARAGE ! ' 5 �.orla- otli�t►u�t. � \ TC•54 s � �`�'oJ `o FF : 56.7 � � '' /-5';5 C 04.51 54• T'' \ AD 55.3 XISTING I 5 11. PRELIMINARY 777LE REPORT PREPARED BY UN17ED 7771E COMPANY, AS FILE No. i LSIDENCF PAD 56.0 12 tiR UNIT 15 u 4.0' 4080310-40, DATED JUNE 17 2008 WAS REVIEWED FOR ON SITE EASEMENTS \ EUCAL TL g 1% p ! jC 51 R 57 9 57.7 6' HIGH BAMBOO FENCE \ 2' ` TREE J.5 9 ti S 1. SO 561 FF: c 55.56 � I ,x' � �• � 6? .t. � -� � " PER LANDSCAPE PLANS THE FOLLOWING EASEMENT HAS NO LOCATION SEIFOR7H &THEREFORE CAN NOT BE PLOTTED Ts \ L c 2% 5 G S$' & GAS LI POLES & WRES & INCIDENTAL PURPOSES OVER A \ 1 PLA R AREA ( P m AN EASAEMNT FOR SEWER A y1.2 A) R NE P TAL CA U TlON l i l \ \ +� -14' S $ t a g X60 6 S> . \ 58.1 POR770N OF SAID LAND. CONTRACTOR TO VERIFY EXACT LOCATIONS &ELEVATION F 55.72 x,12 + 4 \ I 56• / \ x FE �s�) KEY NOTES EXIS77NG UNDERGROUND U77LI77ES PRIOR TO START OF + _14 s B� 7 I UN� T 3 5s 60 p h`O so o x7.37 Fyn N P ^rGH eTE BRtl0 NO. DESCRI TION CONSTRUCAON. THE ENGINEER OF WORK SHALL BE NOTIFIE OF -- 55.gp \ o s o� ss., COVERED Ss. I 1\ �Q ° 3 D GAS WOODI PORCYVL R SIDEN 56.2 I 5 S 57.74 PROTECT EXIST O PCC PAVEMENT 5" THICK MIN. OVER 6" THICK (MIN) CL If BASE WITH NO. 4 BARS 0 18" ANY DISCREPANCIES NTH IHE�E PLANS \� 0 GRADING. T' A'� GAR GE I ' 1 1� 8 FENCE IN -PLACE OC EACH WAY AT MID SLAB HEIGHT. CONCRETE JOINTS PER STRUCTURAL ENGINEER. FF : 56.7 �p s \ GRADE- T,fXiS MAX` c`ob/ AD 5 3 1RANSTION FROM S6 PL;1 1E REA s >, ACTUAL CROSS SEC770N MAY VARY BASED ON SOILS ENGINEER R' VALUE TEST. GRA�E= � � �E€ 0 6 PAD k® 3' TO 0' CURB �\ � � -fig ENHANCE SURFACE PER LANDSCAPE PLANS � t '�� 14 / \\ \\ 2 1� BMP \ ss.o9 j 56.66 PLANTER ARE >; r - S8 TELEVISION - - EDGE OF �Q % NOTE : ( 54,75 - E P \ WOOD PORCH I. f ,fir 1' �.o Y 2 MODIFIED 18' WiDE PCC ROLLED CURB PER DETAIL G, SHEET 3 \ 5g O L. 6.. >4 \\ 3' /� f.NS 5 O 55.55 54.36 (54. T 4• PLAN RfA y Fs 0` ! �� \ EP /FL \F�. 5 UCALIPTU5 �' -, 56.09 6� " 6y p l G Q� 57.8 \ UNl ECa_(MwE PERMEABLk PRv E.Q (of- EN(,;Q. APPR6vE0 E6.N4L� REFER TO IMPROVEMENT PLAN NO. 1010 - �ca \ \ + 4 �\ TREE TRUNK 5. Eat - Abp Fs g6• g6• Fc 5�� O DRIVEWAY & BMP AREA. NOT TO FOR STREET IMPROVEMENTS IN VULCAN AVENUE. ~ J 1 � �\ T 1 , � `- 55.57. \ � I " ti l 7.57 SwALE s� BE MODIFIED WITHOUT CITY OF ENCINITAS PERMISSION. REFER TO SECTION 6 1 / UNIT 50' di1 P�'a^'pE� o \ ss.m I AND SEWER IMPROVEMENTS, TO BE BUILT \ \ \ \ TS s 98 o /� p ti �, Lam' A �, 8w 5 Q$ (NOT A FIRE LANE) CONCURRENT WITH THESE PLANS t , \ 1'D �� r 55'ti r NEW RESIDEN E riAAiTFR J' 0$ 1' T B7% \ ` S SDI °� S GARAGE } fiz SEWER CLEANOUT NTH CAST IRON COVER PER LND STANDARD DRAWING NO. S -8 & S -9 �- (� �( /n p{p '1 ` { prry r r n PAD 55.3 i FF :' 56.7 ED 56` y 3 . 03 -0205, PER IMPROVEMENT PLAN NO. 1010 -1. 35 C0NCfQE i CNl -OFF WALLKIZ DIFfAlL +ISM `. SJ \ \\ 54.66 -` \ 16" TREE-/ I PAD 6.D 58.9 � 4 TREE I � n 5..7. \ c 1.3 %� G AV � 0 56,13 se., 57.23 a7. WIDE GRASS -LINED DRAINAGE 1 \ ( W \ ` l ti F k h � 50 PUBLIC SEWER MANN PER IMPROVEMENT PLAN N0. 1010 -1. 3b pIA. PVC PERFUV ATEl3 wf:110 n1+� 4°IP1- ' 58.86) , 1 (54.67 ` 6 U r 1 �0 / ew/F E^1 D� to r 0 1% MIN. SEE DETAIL , \ ` I A \ \ ¢36 \ 0 qu yg. Ss. 3 ^ a ry INr 5 �E� f © MODIFIED CONC CURB PER SDRSD G -1 (SIMILAR) (SOC.-35) @ 16% MIN PEP, DETAIL'S FACE � � � ti w� � % yh i a c � � • � 6 HiGH BAMBOO AEN€E9PER LANDSCAPE PLANS \ ± g I ` \ \ - -- _ LANDSCAPE ARE PEQFUkATIVn/S fJC1W10. \ i � �� � 935 , \ I EP ° ' / TS sss f ° i E- s5s.- ` -' c �< r y�r0� y� o0D FENCE A % 70 MODIFIED 12" PCC ROLLED CURB PER DETAIL 'D' SHEET 3 r 54.39 65 55.E5 � W (; r � � � W/F(Y 7Q'> -+ N T OF �. F5 . 58.92 �� GUNNE c PERFO�RT�Q SUg QRAtf i T(7 \ \ l \ �' �/ 5 ., \ Bw/ c °55.73 DEMOLISH EXIS 21 5.0' W9DE EAS MENiDEDICA710N CITY OF ENCINITAS PE�7 FINAL MAP �-' ® ' - Y 6.. .' S 55.8,? 58.31 l .._ ' 2LecWNG �.IG �F1✓bti5 pE1E $cA SjUeM DRA1►J SVrl4 TE T1e7. \ ESL ss &o _ BRUSH LINE k1AYk f�Rttt T K h` - 55' CONC. MASONRY RET. WALL PER 22 CON ACTOR TO COORD. N91H CAB COMPANY TO UPGRADE FROM WOOD ER LANDSCAPE PLANS 3$ \PROTECT'fMTlNG'-15' VCP OPRIVATE SiOQI`1 DRRI7J SUIMP PurtP PER DATAIL SEER MAIN IN -PLA BKwa SDRSD C- & DETAIL 'F" Z g \ AO ° / X POST TO PEDESTAL V 01, EN(ImEER Afff -mEI0 c w.� - 5.03 59 "97 55.35 7 i� FIRE PIT PER LANDSCAPE PLANS s`S `�. 5 23 SPEED BUMP. SEE DETAIL 'M; ENHANC SURFACE PER LANDSCAPE ARCH. L 55.23 f` ":. 39 2�� 61A. PVC (SC,+iStU) PRE4suRE gtaKM ()PAIN 54.5 " \ a p � '`55.7.7 11 BENCH STRUCTURE PER LANDSCAPE PLANS 56.33) i 57.86 -(5 24.. 6" PCC CURB & GUTTER PER IMPROVEMENT PLAN NO. 1010 -I `�� 2� %Z, CbNCKETE CL ARIUtA'1 w( REMovA& E sr cB \ IPI A�IG \ \ \ - s .2 BKw 20' WIDE PCC RIBBON GU77ER 5" THICK (MIN) OVER 6' THICK (MIN) SAND WITH 14 t 55.22' I �' Y M p p01NT STRIP, M TR 1 5 eN 4 WIDE AC SIDEWALK. 4 THICK (MIN) AC OVER 5 (MIN) CL If 5 25 2 N 3° PVC SIDEWALK UNDERDRAIN PER SDRSD D -27 BARS 0 18 0/C AT MID SLAB HEIGHT. ACTUAL CROSS SEC77ON MAY VARY BASED ON ANON 55.7.5 \ n u BASE CROSS SECTION MAY yARY BASED ON R' VALUE TESTS . v Y -� SOIL ENGINEER R' VALUE. SEE DETAIL G' SHEET 3 �1 q QIA. PVC (SDtZ-35) GRavIT °I 5T6RM pQRIN CAUFORN� pE�ICES (MUTCD) S i EP/FL� , THE TR ; EXISTING 5 Ss.z, i046 i GB \ (1.2%) DAM 1J LINE APARTMENT J/ © PCC PAVEMENT 5' THICK MIN. OVER 2' THICK MIN. CLEAN SAND WITH NO. 4 BARS 0 18' OUTLET Al CURB. \ (54.69 \\ ! BUILDING 55.,1 56. s \ Ef s5 .7, 27 NEW WATER SERVICE PER IMPROVEMENT PLAN N0. 1010 -I 0/C AT MID SLAB HEIGHT. CONCRETE JOINTS PER STRUCTURAL ENGINEER. ACTUAL CROSS Ts PROTECT EXIST EUC.LY ITUS 42 y.1 \ ce ce \ TREE IN -PLACE -- KEY Nms (ANT" SECAON PER MAY VARY BASED ON SOILS ENGINEER 'R' VALUE TESTS O pIA. SULID WALL_ Pu(_ STORM DP,RIn) � 170 MIN. is a7 \ \ \ � 5 28 EXISTING EDGE OF AC PAVEMENT \ \ 55.7.5 m 47 60LLAVLo6 `i3 L{(}LF CbNC�ETE MASOIJRy �ETRlN1ub WALL PEA I ` _ , _ 54.28/ s �� � � ® LAWN AREA. REFER TO LANDSCAPE PLANS FOR ADDITION INFORMAT70N. 4° PCL �uag - nnAa MOTTO BE pLtcaEO wrrHOUt PE2MiT 54.6, 55.75 5 SaRS 1 544.72 / PROTECT XlS 12° PVC l FL TS46� GB ®5 12 SQUARE CONC. CATCH BASiN NTH STEEL GRAZE BY lVDS' OR EQUIVALENT y4 y i><if{turv� DRI>11� tI G�Al1c 8� NDS ` R ^^"TF "°°T `- ,EELBOLLARO PER -GITY E WATER M N P C`Wm* /4 -A m 05 CNi-c6} 15.510 t 49"E- �XIST EDGE A� PE ° �� S8� �� © 5' WIDE PCC SIDEWALK PER SDRSD G -7, PER IMPROVEMENT PLAN NO. 1010 -1 Q\ , Ea 67 \ o �G EXIST. EDGE OF AC PAVEMENT L 31 EXIST. SDG&E EASEMENT REC. 5113129 IN BOOK 1642, PAGE 17 OF DEEDS i i E 5 1 IPMANUlk i 4.13 5 � ( PROTECT EXIST EUCALYPTUS TREE IN -PLACE n 421'BEGIN SCAU pEVICES ! \ \ 32 COVENANTS COIVD1770NS & RESTRICTIONS & EASEMENTS SET FORTH IN 7HE yb y SO PS .1CFl -°ti+� As3EMBLV Mood. y5o ANSI¶ 7 \ �\ j%. ;a_ q /16/ 44178 DOC. REC 9119130 AS BOOK 1822, PAGE 57 OF O.R. © 3' HIGH MAX. KEYSTONE WALL U o 8Y LAAWVS oft AfPRovED EauAL_ UNIF NDAROS. 1 1 5 U\ \ 4.64 1 z (MUTCD �IPINO \ OiECT EXI� NG i ' VCP \ \ sasses SAMIPO EiVGINEERiNG, INC, 33 SEWER EASEMENT TO Ll4fl PER DOC NO.i•0�7]i 'u REC. S - -O 5 ® ^ ^ ^� ^T + ^T ^ten + •o^ +.+ o+. ^� z e 55.24 MAIN ilk` PLA EP EP A. } 2 'F EXISTING SEWER LATERAL TO BE TO BE RE -USED FOR UNIT 1. CONTRACTOR 20 PR07ECT EXIST COMMERCIAL TYPE FIRE HYDRANT & WATER VALVE IN -PLACE w TO VERIFY FOR PiPE CONDIRON. Z I)E57cN By m w Br at-ac BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE pp RcP vas APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. w 1 AppEA f uTUFF S Z Z CITY OF ENCINITAS SURVEY CONTROL POINT N0. 1004 SM71ON ENC-04' PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED GRADING PLAN FOR : 0- w us tD¢A/ws SvMP PWlP 2 -1/2" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE HORIZ : 1 = 10' � R srhP's Pt kME NORTHEAST CORNER OF THE CITY OF ENCINITAS LEUCADIA OAKS PARK ON fJ DAB S ' 1865 VULCAN CONDOS 1 O1 O - G < ; PAvER-S THE NEST SOE OF RAINIREE DPoVE W RT : NONE a R.C.E. NO.: 4417.3 nn'' � s o� " BY: V • M -- BY: -1(/1� 1865 VULCAN AVENUE, ENCINITAS, CA VINCENT L SAMPO EXP. 6/30/09 DAIS 7 5 / 4 ®_. Its- 1�11�1 . L In /c /►Z / /0.7•/3 ELEVARON.• 67.639 DATUM.• NA 88 ENGINEER OF WORK �Z!71 CLI DATE : t/s In0 CASE N0. 07 -004 DR / 1M / CDP SHEET 2 OF 12 25' VULCAN 300' �- z PROTECT EXISTING fVC 1REE IN PLO( Mp) 5.00' 500' 5' WE EASEMENT A VENUE DEDICA77ON PER FINAL MAP 12.00' 16.00' 16.00' 500' 0 5o, 1.00' -- _ go- W Z cc a LLI `Q z 5 WIDE PCC SIDEWALK PER SDRSD G -7 2 w (VARIES) VAMES j �p�Y. — — ' '. <_ , / R07ECT EXIST GRADE MODIFIED 12 WIDE PCC ROLLED PROTECT EXIST AC PVMT & BASE IN PLACE nr nTnrrT In nITO /AV irivll i � NORTH F111 NEW WATER ME7FR CURB & GUTTER. PER PLAN 6" PCC CURB & GUTTER PER SDRSD G -2 REMOVE EXIST AC PAVEMENT & BASE. CONSTRUCT NEW AC PAVEMENT & BASE. 6" THICK MIN. AC PAVEMENT OVER 10' MIN. CL It AGGREGATE BASE. ACTUAL CROSS SEC770N BASED ON SOILS ENGINEER 'R' VALUE TESTS (BASED ON 77 = 8.0) STREET SECTION n NZS 2 HIGH BAMBOO FENCE um ELO -STONE PERME*LE PAVER i DRIVEWAY & LIMP AREA =+ NOT TO BE MODIFIED WITHOUT CITY PERMISSION. REFER 70 r; 5EC70V, FOR CROSS SEC77ON & LANDSCAPE DRAWINGS FOR DJ77 INFORMA7TONS. (NOT A FIRE LANE) zlclzi tf l 15.00' - 0.50' NEW BUILDING LINE PEtPLAN PLANTER AREA ,o O_e o QAOa o 0o aaoo� MODIFIED 12' WIDE PCC ROLLED CURB 6�1U t_ & GUTTER PER DETAIL '0' Ift ^ �" DRIVEWAY & BMP AREA NOT TO BE MODIFIED WITHOUT CITY PERMISSION. REFER TO - S€C710N >QQR CROSS SECTION & LANDSCAPE DRAWINGS FOR ADDITIONAL INF0R1fA77ONS (NOT A EIRE LANE) , _r a,str PER PLAN ✓ V 1'R01ECT EA7ST GRADES MOD00 18' NODE PCC ROLLED CURB & GUTTER PER DETAIL 'C' o Z,o INDlCA7ES fLEVADON PER PLAN o ° 0 0 0 0 0 00 12' 00 00 o0 00 °p o0 0° MODIFIED 18" WIDE PCC ROLLED CURB & GUTTER. USE 520 —C -2500 CONCRETE. MODIFIED 18" WIDE ROLLED CURB & GUTTER 12' wit ECosT&JE PERMEABLE PAVER 2 ¢" 8" DRIVEWAY &BMP AREA 4 NOT TO BE MODIFIED WI7HOUT CITY PERMISSION. REFER TO SECTION X\FQ& CROSS SECTION & LANDSCAPE DRAWINGS FOR ADDlTI AL INFORMA7IOWS (NOT A FIRE LANE) d PER PLAN ks I r Lo P�O� O O o 00 OQO D BOO O� 1 O 0 O MODIFIED 12' N?OE PCC ROLLED CURB GUTTER. USE 520 -C -2500 CONCRETE. V INDICATES ELEVATION PER PLAN A/11IlIE-IE-f1 4 IA11f E- D111 DFi I"IIDD D" P1ITTE-D NIS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK KE/MAP ® CITY OF EVCINITAS SURVEI' CONTROL POINT NO. 1004 STARON ENC -04" ES'RCrA t_ SO / 2 -1 1P' CITY OF EN0VITAS BRASS DISC IN IMAINAG€ BOX INLET AT THE Cre0 o ETAIL AWTHEAST CORNER OF THE CITY OF 04VTAS LEUCADIA OAKS PARK ON i£D PERMEABLE ME WEST SIDE OF RMNEE DRIVE LS _ P ult t /d F /3 /J T• l ELEVATION.• 67639 DAIbM NA W 88 SCALE HORIZ : NONE WRT NONE RNISH GRADE PER PLAN PROTECT EXIST GRADES DECORATIVE CONC RET WALL PER SO S 2.0' WIDE PCC RIBBON GUT7El CLEAN SAND NTH NO. 4 REB, MID HEIGHT SLAB. JOINT PER STTWURAL'ENGINEERS ENHANCE PAVEMENT FINISH PER LANDSCAPE PLANS GRASS OR IURF LINED LIP71ON OVER LANDLOK W liElF R011EAIT (WHERE SWALE SLOPE EXCEEDS 2X) Q g GRASS -LINED SWALE E NIS X RAMROD FENCE PER LANDSCAPE PLANS I FINISHED GRADE PER PLAN SOD' I I—BUILDING LINE PER ARCHITECTURAL DRAWINGS VARIES PCC PAVEMENT 5' THICK MIN. OVER 2' CLEAN SAND 107H N0. 4 REBARS 0 18' OfC EW AT MID HE SLAB. JOINT PER STRUCTURAL ENGINEERS FINISHED SURFACE PER LANDSCAPE PLANS WALL SECTION F NIS 5" THICK MIN. OVER 6" CLEAN SAND ARS 0 18' 01C EW AT MID HEIGHT �... -R S7RUCTURAL ENGINEERS ENHANCE PAVEMENT FINISH PER LANDSCAPE PLANS 6" CONCRETE CURB OR EDGE E NATIVE SUBGRADE OR �\ PAVEMENT PER CIVIL ENGIN COMPACTED TO 95% RELATIVE O2 MODULAR CONC. REINFORCE DENSITY. DRIVEABLE GRASS DRIVEW & © COMPACTED SOIL AT BMP AREA. (TURF BLOC OR PERIMETER. APPROVED EQUIVALE AT SURFACE BACKFILL PER 3 BEDDING MATERI PER SPECIFICATIONS AND MANUFACTURERS SPECIFICATIONS AND MANUFACTURERS ECOMMENDATIONS. RECOMMEND DNS. Q TUR PER PLANTING Q CLASS I AGGREGATE BASE. DEPTH PER LS REPORT. PLANS PREPARED UNDER SUPERVISION OF VINCENT L SAMPO ENGINEER OF WORK } It 1 `t V 1z L ZO' —1.5' 1 SPEED BUMP PER CALTRANS STANDARD. ENHANCED SURFACE PER LANDSCAPE ARCH. SEC TI ON M NIS DEPT. ENVIRONMENTAL HEALTH BY: GQ�aK /hrw►- SIGNATUR Y'�— ..- �•54.L� N78'17'06,E iE PRtOR TO ILUfLASNG PCRJArT ZSSUAIUCLs. A CLOSV/l.E LEITCA SHALL AL, oATALNE4 FRONT O! INDICATES AREA OF REMOVAL OF PES7ICIDE- IMPACTED SOILS TO \ BE FACE VA TED IS A MINIMUM DEPTH OF 2:0 FEET BELOW GROUA SURFACE AND DISPOSED OFF -SITE AT AN APPROVED RECEIVING FACILITY PER APPROVED REMEDIAL AC71ON PLAN PREPARED BY STANTEC COIVSUL77NG CORPORA77ON DATED NOVEMBER 30, 2011 APPROVED BY SAN DIEGO COUNTY DEPARTMENT OF ENNRONMENTAL HEALTH ON JANUARY 25, 2012. % o Ae jftr*rK)e1t pr .ppr#*4A GMw%Kn' REMEDIAL GRADING KEY MAP 'S' a'o &"^A s R P /�.. C#F ,�3J J: z LO VLS' APPROVALS CITY OF ENCINITAS RECOMMENDED APPROVED GRADING PLAN FOR DALE : 1865 KILCAN CONDOS RE ND.: 44173 AA BY: a a 1865 VULCAN AVENUE, ENCINI TAS, CA EXP. 6130/09 DATE : E 2? j O-j DATE: e!I sInc 1 - 30 _ C'3 �g � Z cc a LLI `Q 2 w ENGINEERING DEPARTMENT DRAWING NO. w O 1010 G � �M CASE NO. 07- -004 DR f TM f CDP I SHEET 3 OF 12 -� PCC. DEEPENED EDGE RESTRAINT & CUT-01"T WALL UNI ECO —STOVE PAVER 3 1143' THICK (WHERE OCCURS). SLOPE 01X AL SAND —\ 2' ]HICK 3/8' PEA GRAVfl� 2' PAVER 12' ]HICK 314' CRUSHED 17 118 -"1 NOTE. BASE MATERIAL SHOWN HEREON RECOMMENDED BY GEOCON, INC. 2' THICK 3 /B' PEA GR 12' THICK 314' CRUSHED NOTE. BAST MATERIAL SHOWN HEREON RECOMMENDED BY 6FOCON, INC. PCC Cl UNI ECO —STONE PALER 3 118' THICK PCC PAVEMENT 5' THICK MIN. OVER 6' THICK (MIN) CL # BASE (WHERE OCCURS). SLOPE M 1X MIN. WITH N0. 4 BARS ®18' OC EACH WAY. AT MID SLAB HEIGHT. CONCRETE JOINTS PER STRUCTURAL 46INEER ACTUAL. CROSS 2' PAVER SAND 9CBON MAY VARY BASED i7N SOILS ENGINEER V VALUE TEST. 2' THICK 318' PEA GRAVEL ENHANCE SURFACE PER LANDSCAPE PLANS 1 5' PCC PAVEMENT -- — 0 0 o a T6' CLASS If BASE 4 PERFORATED PVC °° 4' SOLID WALL PVC ° c1 0 0 ° Ilili Ili6pi��Ilii °n III��IIIIIIIII <1 BELOWGRAWL H11 III- -1 I I ° 12' THICK 314' CRUSHED ROCK 6' MIN i ° 6° SUB -DRAIN PIPE THROUGH =OFF WALL n CUT OFF WALL n NTS TYPICAL PA VER DETAIL WITH SUB DRAIN NTS UNI ECO —STONE PAVER 3 118' THICK (WHERE OCCURS). SLOPE 0 iX MIN. JvIILUVLL ER PERFORATED 40 PVC PIPE. SLOPE AT iX TO OUTLET THE STORM DRAIN PUMP DESIGN & DETAILS SHOWN HEREON WERE PREPARED BY: McNAMARA PUMP & ELECTRIC, INC. 120 N. PACIFIC ST. SUITE A -2 SAN MARCOS, CA. 92069 PHONE NO. 760 / 744 — 1895 THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER IF A DIFFERENT PUMP SYSTEM IS PREFERRED. SAMPO ENGINEERING INC. ASSUMES NO LIABILITY FOR THE STORM DRAIN PUMP DESIGN & DETAILS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK :D SHEET 3A CITY OF ENCINITAS SURVEY CONTROL POINT NO. 1004 STATION ENC -04' O X SE m olij 34 2 -112' CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET AT THE akd'47 & & E ' %'� NORTHEAST CORNER OF IRE CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST SIDE OF RAINTREE DRVE ELEVATION 67.639 DATUM.• NAND 88 P[�(�1 dNfORNATIaN Tree: ps e P FvaPw C/Qiod•r PemFt t3Non�Clnr Fvm•r,t Ratlaa=— __— OFN___�TDH Notora 1 / HF.�.__ ®n RFu 4ec:_. –.-_ PH,._,_. —HZ Litt: 111 AuPS SR 11 gl aa 0 S M6 n rl Sal >, s WAtesa Sfted a t cf4. ❑ 2- Ariil–rboietiml rlr.,nge t7 rtoerdlwl Lneapaul� ltd O Reu A -34 Sgvero Srtee OUnn PlPerdipee CLEV �Nene - - ®}1P7 Cleetrlegi CavelMy P 344 Srainles, 510.1 rboi Brooieai (a) drip. (�Ptn01, '.. MIN Grommet (D(farelA Imes sn¢¢ Type] Areilnbie) NTS i 0 I 0-lu { 2E" 01) } L1r11n8 C.14. {. 24" ID tr fP y Yalre NWAIMAWknR ..�Pxu 1' Prelebricnled Fiberglass PUMP & ELECTRIC, INC, !=110 "t slmplex Lilt steuon aeecersre: �•••s.saw..uo. P C. Box 1999 S8n M8Mos, CA 620781999 :i 0 i •! 129 PL Pacific St., Suke A -2 DeAv T CAM D SY S,i 4=0 MIN" son MardM. CA 92M X..N P11nP TO 43/14: a5 1i1111rj1j (:eo) 744 -1996 rr (9511) ,454.169e VA Ti: H4 Fax (71M 597.3609 [0117 / SS 1 5 » 100 JI f 0 } 6•nla8: mepwn{r�lpaGtl ®Ilnm SCpu' 9 HOVE 05 1• a» Tor) wvixtrtfs. wr •n4 a0X•rZq n4CIk5T €A. W 4a9)S• t9U FeFE ari3N.�5Y • F.,A r1FtZr6+W • wEe SnP •aw bP"AgN! CDm• Euitt IDPa,W'nvtl ettgPrerea'u carr SCALE HORIZ : NONE VERT: NONE PLANS PREPARED UNDER SUPERVISION OF VINCENT L SAMPO ENGINEER OF WORK fl and 4/lrr 7401 Itn VULCAN 5 CROS S SECT�nN Ai EASTERL`( PROPERTY LINE SCALE : (i1 = 21 NA; V Goulds Pumps P\ / Submersible Vortex �f Sewage Pump FEATURES [q GOULDS PUMPS Goulds Pumps is a brand of rTT Corporation. www.goulds.com Engineered for life W 2 IS LU ICL I BPV ITT GOULDS PUMPS Wastewater Wastewater • Corrosion resistant construction. • Cast iron body. • Thermoplastic impeller and cover. • Upper sleeve and lower heavy duty ball bearing construction. • Motor is permanently lubricated for extended service life. • Powered for continuous operation. • Vortex impeller is recessed to allow free flaw through casing. • All ratings are within the working limits of the motor. • Replaceable power cord, 10' and 20' standard lengths, heavy duty 1613 SJTW with NEMA three prong, 115 or 230 volt grounding plug. • Complete unit is heavy duty, portable and compact. • Mechanical seal is carbon, ceramic, RUNA and stainless steel. • Stainless steel fasteners. APPLICATIONS Specially designed forthe following uses: • Residential sewage systems • Heavy duty sump/dewatering • Water transfer SPECIFICATIONS Pump • Discharge: 2• NPT • Maximum capacity: 100 GPM • Maximum head:22'TDH • Vortex impeller • Solids handling: 2" maximum sphere. • Temperature! 1040 F (400 C) maximum, continuous when fully submerged. • Automatic models include a float switch. • Manual models available. • Pumping range: see performance chart or curve. MODEL INFORMATION MOTOR • Single phase • 60 Hertz • 115 and 230 volt • Built-in thermal overload protection with automatic reset. • Class B insulation. • oil -filled design. • High strength carbon steel shaft. • .50 HE 3400 RPM • PSC design AGENCY LISTINGS Os Tested to UL 778 and CSA 22.2 108 Standards 4 Canadian Standards Association File #1138549 Goulds pumps is ISO g001 Registered. W 2 W W I 3 W Z Power X7 Maximum Minimum shipping Order No. HP Voks 2 circuit Phase RPM float Switch Style Cord Connection Solids Basin Weight m •-" sip 6�e Breaker 5yy x I Size yA* I PVS1 M 115 13.0 20 Plug 1 No Switch 10' 40 PVSIAV T- Spliced Vertical 10, 42 PV51A1 T- Spliced Wide Angle 10, 42 PV51 P1 VULCAN 5 CROS S SECT�nN Ai EASTERL`( PROPERTY LINE SCALE : (i1 = 21 NA; V Goulds Pumps P\ / Submersible Vortex �f Sewage Pump FEATURES [q GOULDS PUMPS Goulds Pumps is a brand of rTT Corporation. www.goulds.com Engineered for life W 2 IS LU ICL I BPV ITT GOULDS PUMPS Wastewater Wastewater • Corrosion resistant construction. • Cast iron body. • Thermoplastic impeller and cover. • Upper sleeve and lower heavy duty ball bearing construction. • Motor is permanently lubricated for extended service life. • Powered for continuous operation. • Vortex impeller is recessed to allow free flaw through casing. • All ratings are within the working limits of the motor. • Replaceable power cord, 10' and 20' standard lengths, heavy duty 1613 SJTW with NEMA three prong, 115 or 230 volt grounding plug. • Complete unit is heavy duty, portable and compact. • Mechanical seal is carbon, ceramic, RUNA and stainless steel. • Stainless steel fasteners. APPLICATIONS Specially designed forthe following uses: • Residential sewage systems • Heavy duty sump/dewatering • Water transfer SPECIFICATIONS Pump • Discharge: 2• NPT • Maximum capacity: 100 GPM • Maximum head:22'TDH • Vortex impeller • Solids handling: 2" maximum sphere. • Temperature! 1040 F (400 C) maximum, continuous when fully submerged. • Automatic models include a float switch. • Manual models available. • Pumping range: see performance chart or curve. MODEL INFORMATION MOTOR • Single phase • 60 Hertz • 115 and 230 volt • Built-in thermal overload protection with automatic reset. • Class B insulation. • oil -filled design. • High strength carbon steel shaft. • .50 HE 3400 RPM • PSC design AGENCY LISTINGS Os Tested to UL 778 and CSA 22.2 108 Standards 4 Canadian Standards Association File #1138549 Goulds pumps is ISO g001 Registered. 1000) S HCCr ' ®y APPROVALS CITY OF ENCINITAS RECOMMENDED APPROVED GRADING PLAN FOR DATE : 3 1Z 1865 VULCAN CONDOS RC.E. NO.: 44173 EXP. 6f30/13 BY : BY : 777/// 1865 VULCAN AVENUE, ENCINITAS. CA DATE : DATE ; 5 /Z2112- 2 ENGINEERING DEPARTMENT CASE N0. 07 -004 DR / TM / CDP Z �o Z W W Minimum W Z Power Discharge Maximum Minimum shipping Order No. HP Voks Mae circuit Phase RPM float Switch Style Cord Connection Solids Basin Weight •-" Amps Breaker Lencith Size Diameter I PVS1 M 115 13.0 20 Plug 1 No Switch 10' 40 PVSIAV T- Spliced Vertical 10, 42 PV51A1 T- Spliced Wide Angle 10, 42 PV51 P1 PiggY6a" w1g. Angle 10' 42 +1, 1 3450 2• 21 18, PV51 MF Hug] No Switch 20' 42 PV52MF 230 6.5 15 Plug/ No Switch 20' 42 PV5iP1F 115 13.0 20 Piggyback Wide Angle 20, 44 PV52P1F 230 6.5 15 Piggyback Wide Angle 20 44 1000) S HCCr ' ®y APPROVALS CITY OF ENCINITAS RECOMMENDED APPROVED GRADING PLAN FOR DATE : 3 1Z 1865 VULCAN CONDOS RC.E. NO.: 44173 EXP. 6f30/13 BY : BY : 777/// 1865 VULCAN AVENUE, ENCINITAS. CA DATE : DATE ; 5 /Z2112- 2 ENGINEERING DEPARTMENT CASE N0. 07 -004 DR / TM / CDP Z �o Z W W W Z DRAWING NO. w a gN 1010 —GN •-" SHEET 3A OF 12 fiPARit EMT\ 5ct \ 1 BUILDING % a WOOD I "LNCE V v v A j f ON TOP u! � LL SE WAWA SID W U \\ 54x2 A V jA V \. r s 1 \ FL 53 "6� EP ssss 55.80 ASPH� T 4 PVC PEE F017 DRANAAGE qza 54.40 \ 6L.ae r L.4 NN % '5p93 ¢- /'5518 i v EP i / swm In ma sE F DRIV W 5a.54 f QWTYA A ` RCN A a :N{ 1� (54.4 - �v (54.32) �v + °�1 �o ~, - -ss.7 � ASPHai . II Al N 4s4❑v s n T7�T, s s7 s2 A �'z�,n �, c tP .v� t_ sp.99 A� c 8ER� s,; y 11 11 s4.3z �, a1 p DRIVENSS. ; 5a7 5442v EP -� 455.oa- TEMPORARY SILT FENCE PER NI t _ ~- vo a-�. Am \ . -s� szeL r CHAIN LINK a EP FL Mai E� 53 F A 5 A DETAIL Q AND CALIRANS , �1 FENCE GATE Gy ' ' T -- �' €V TRANCE PER DFTAiL i {T 3� A _ SPHAL-r \ ( \ A Y�*5� - �Vi�TM1� iV ) 55.8, c _- '_ V Ak P AND CAL.TRANS 5767 - -- L �FS / \ S7 S8 1 11 �� A4.5 �� °`� s4.as %NOARD TC-1 �YPE2. �,� �� i BERM %! TOP OERM FS _ - cii 1 I -� i N►1IEIVFA9�CQPi1VE18A0 04.4]) %i 4 �� - -- 57,45 6 i _ 1 V 1 \ �` a� ) / 5zso-.�� \ x> 9� .,.r- °a N= LINK \ NO sw V \ � ��,> a �s \• � CHAT � --' ��(� j /�/ pf�j� ]� �j r sa: a�' `n y �h.r.0i 6 r f FE4VC 3i A TYPICAL INLET PROTECTION__,_ Y A s 9 l.r�h sS.89 ,7 /nC� H�` / E ��4 /r 5705 E'��C gag- �, V - 13 .09 / --WOOD F NCE -54.59 i �! F / _G � v /` _- _ - r- _���'" -- _.- �- `� _tip -� j � � � \t i� Al GH rpm r \r., � �a'�Li P�AFF�L `� Y ,' t \ '- -55. - ❑!� ❑ ❑ G. ❑ ❑: 4llCfi WN Nff AMES A Y a,ANO \ Sff 39 a o ❑❑ ❑ ❑❑ ❑ ❑ -,c ❑ ❑ ❑- CAS(YF SFAAYlA�"? 3L' EC l0 ,W SE 8 FGYt AALaIIJQNAL �. Y:,� � � ,� v _ v � � ` ` t � ❑ ❑ ❑ � , �, TEMPORARY VELOCITY CHECK 2 eAGSt�t (rte) AFaauAl>aw hh ,� rl ❑❑ ❑ Cl ❑_ -�i r y ° ❑ �% a ❑ := �,- DAMPER DETAIL 0 AND _ AIL EC 10 - ANS DETAIL ' � 55.8 ^, �3` � .`. v _ .... i" .... •.. . -.. i , ,__ -- �, � ._ _ _ ,..�._� � �Vy _ ; E 1 I s5. 55,E9- i DMDIfN fA9iDIC GRAIEL IBAGS os 6g� UNIT � " � G�GE zs- �� Nf// 7VL LE j. i- -PAD ..5.5.4 - ,�.4a -� _ - n3#WARY XT FENCE PER TYPICAL VELOCITY CHECK DAM \ \ 54.02 \ �^' ' - �� � 56.6 I j� ---�- DETAIL 'Q' AND CALIRANS � � i R E _ .� ti� n DETAIL SE-1 Ne sCAte J` 6a.se�` G, +, PAD JrJ :� 't5/ TREE 5� - C TS s.�2 aj5 �oDID !6 . 4 R � GARAGE TREE � T� � \ - -� 5� •�J GREATER 1NAN rO BUT p V A s i \% 5S i 55.88 F h 0 F AU 7,8 - �� 3YAf/EiP 1HAA18'i 1 1 \ 5s.7a � \ �, i 56• 6C. � , � 12'11/IL f183PfAB�C GB �i22 UNIT 2 Te a ❑ o 1 + I �� n �( \ `� a J❑ ❑ o❑ r _ c 56ti NEW RESIDENCE � i �l �z2 ME cAS� swuowau n1� NR ° GARAGE I , _ , 5 a - 1C-1 FW AOAIiaK OFaal XN sEeTir,�1 A -A 1 ' FF: 56.7 XISTING ❑ � PAD 55.3 I _� r � � � - /se -IDENCE PAD 56.0 - UNIT / \ C L ❑ ❑ ° ❑ ° ❑ ° ��'' h %F _`57 5? 79 TEMPORARY VELOCITY CHECK k o DAM PER DETAIL 0 AND 170 5 MW iRAA91YG OENPE OFF TR' _❑ ❑ ❑ ❑ bra _ i 56 ?.� l #Fj, 55,46 ❑ ❑ ❑ a p 5 GATE NS DETAIL EC-10 A ° ❑ _ c CALTRA �L 57" 70 ACCOM117i �r 55.72 a ❑ a �-' 515, ....... - MIP4RARY SST FENCE PER V ❑ ❑ UNIT J � r, r �,� ` �� � � ❑ ❑ ❑ ❑ \- � Sa,! -' �� ?b CO\� /FRED 60 � ..r; �0 ilia DETAIL Q AND CALIRANS ❑ ❑ ❑ ❑ 0 GAS oDtPORGINEW RESIDENCE 56.2 s, , aarEn DETAIL SE-1 (TYP) „� \ ° ❑ ❑ ❑ ❑ n } ETEp GARAGE - - situ PMVS A 56.7 (S i 55 ❑ ❑ ❑ it LT ❑ `-:.T ��)� _ �' �.$� i AD 55. 40 G , r • ❑ ❑ T�ORARY'`GR4VELSAGII�YT \ 1 55 09 i . a ❑ PROTECTION PER DETAIL 'N' r. ; , MATEN E�iIVG pPA01E 55.82 \ TELEVISION T5 ; 5 a.5 ` \ �( AayE POST AND CALTRANS STANDARD �� Fs 34 \ �� -56.5 V� rs, - - / EUGnLYPIlIt L'- Ei t ❑ 58 -0 &-. 57 -8 \ // UR \ \ N C1\ �� ReE Rurax s_ n :� ❑ ❑,.i8' ( y66 v \ v �� n o ❑ 56 m, U l T 4 _ v 58.76 TYPICAL STABILIZED CONSNUC17ON ENTRANCE o ❑ ,�� E ~ -�, NEW RESIDENCE \ z`� -= a 1 P vo PAD 55. 1 FF . 6 . s43� i y \ ❑ . v PAD 156.0 54$3 � T ` fi TREE \i V } A . 5611 S13 55.47 - � TS �VrWAY F4 E- /FL _ _�� �® !� ,' 1 /. �.ON TOP F WO i c. \ 5 ss. OF WOODS �59.a4 54.39 6S j 1 T5.65 ° F i RETAINING WAL-i. �/ 1 _ .' T5892 � 5.96 ! t 7 \ 1 Tc E� YPTUS TR RUMK _ ., � .._ '�_ ...- BRUSH LINE s 1 \ ssss �� W(}Q J s Ge �' i SKW 55 TS.C3 -.� GE.91 \ - vjl 85674 •.., -!' \, Fro 55.2= TEMPORARY SILT FENCE PER ' \ \ DETAIL 0 AND CAL TRANS - _ s 68.33) 1 \ Ssj s 2G � �n D£TAX -�? (TYP) Gs \ s \QI NQ, G p TRAFFIC \ _ 56:22 Se.4o ~ H �63S\ANU N'Of UN rAN ARCS \ x4 \ QU-�G�7 J EP _ j, r- 56.2 }� \' C li E%`IS TING CN ca \ \ U ( \ , APARTMENT �� BUILDING 55.11 SS. 6 �. 1 TS as.a7 54 28 1 } 6 �_ _�_ o\ L 4.8 c i 5A.4S 1, ' \ 54.87 Js5.75 �. T5 v 54.6 i ` .88� o- C A \5 `{ - &qy }5� L 54.13- - S FL s A 7 K&449%3 p, V 1 4,64 Ep\ REVISIONS APP VED DATE FiEFERENCES DATE BENCH MARK SCALE DMW BY DRAW IW am BI APPROVALS CITY OF ENCINITAS L 3 •/ CITY OF ENCINITAS SURVEY CAVIROL POINT NO. 1004 STA7ION ENC -04' , _ PLANS PREPARED UNDER SUPERVISION OF 2 -1/2 ° CITY OF ENgNITAS BRASS DISC IN DRAINAGE BOX INLET AT THE HORIZ : 1 - 10 �1Z7 D RECOMMENDED APPROVED EROSION CONTROL PLAN FOR NORTHEAST CORNER OF TH£ CITY OF ENCINITAS LEUCAOIA OAKS PARK ON DALE ' Ul 1865 KILCAN CONDOS __ -_- ]HE NEST SIDE OF RAIMREE DRIVE VERT ; NONE R.C.E. NO.: 44173 ViNCENT L. SAMPO s/3D�D9 BY : BY: Di. 1865 VULCAN A VENUE, ENCINITAS CA EZEVAI .' 67.639 DATUM- NAM 86 ENGINEER OF WRK ME: S/ 2 71 a g DA7E : y a _ q - 1. SET POSTS AAID DrAVAIE A 4BY4AV(10BY10GVY) 1RDVOi1 LMOIPE fRQII AA0 ALaW 711E LAYS OF POSTS `c ✓�L - ��' °•1rr�i I i•r, •i I f1 a I `37 "I 7l i F ii' I I5 7 /ter 41N (10 CM) 4. 940V L AAD COWACT 71E DXGIYATED SUL z VCE Z � w m� w Z }z 17� w ENGINEERING DEPARTMENT DRAWING NO. IS o �g -G < 2 0 .COI© CASE NO. 07 -004 DR / TM / CDP _ 7_, SHEET 4 OF 12 "A 7 5 I 4 CEO LANDSCAPE CONSTRUCTION PLAN REVISIONS I DATE I DRAWN I APPROVED .I I I l� 5 Z s. 1 I q o J LAND IMAGE LANDSCAPE ARCHITECTS & PLANNERS 627 BROADWAY, CHICO, CALIFORNIA 95928 PHONE: (530) 899 -1913 / FAX: (530) 899 -1920 R, =a b E CONSTRUCTION LEGEND SYMBOL DESCRIPTION MODEL/REMARK5 DETAIL OI PROPERTY LINE -- 2O VAC PAVEMENT SIDEWALK SEE PLANS BY CIVIL ENGINEER -- 3O EXISTING TREES, RETAIN AND PROTECT REFER TO TREE PROTECTION NOTES, SHEET L -5.1 -- ODECORATIVE COMPA55 ROSE WITH BRA55 COLORED CONCRETE AND SAWCUT CONCRETE WITH CHEMICAL STAIN. SEE DETAIL. 2/L -52 LETTER INLAYS O COLORED CONCRETE W DECORATIVE SCORE GHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (323) '720 -3000. COLOR TO BE PATTERN ROMAN TILE #4302. 5CORE JOINTS SHALL BE 56" o.c. ORIENTED BOTH -- DIRECTIONS AS 5HOWN. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. O COLORED CONCRETE WALKWAY CHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (525)720-5000. COLOR TO BE WE5TWOOD BROWN #C -27. SCORE AS SHOWN. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. O7 COLORED CONCRETE BAND GHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (325) 720 -5000. COLOR TO BE WESTWOOD BROWN #C -27. SCORE AS SHOWN OR EVERY 5 LINEAL FEET AND AT -_ EVERY CHANGE IN DIRECTION. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. O INTERLOGKIN& PAVERS STONE TOP INTERLOGKIN6 PAVERS BY RCP BLCOK d BRICK (760) 755 -1164. COLOR SHALL BE SAHARA BLEND (YELLOW BROWN) AND PATTERN _- SHALL BE RANDOM. INSTALL PER MANUFACTURER'S REGOMENDATIONS AND PLANS BY CIVIL ENGINEER. O ROLLED CONCRETE CURB SEE PLANS BY CIVIL ENGINEER -- 10 BAMBOO FENCE PREFABRICATED BAMBOO PANELS ON WOOD POST5. 5EE DETAILS. 3/L -5.2 4/L -5.2 II PERMEABLE TURF DRIVEWAY DRIVABLE &RA55 BY 501L RETENTION (800) 346 -7g15. INSTALL PER -- MANUFAG RER'5 RECOMMENDATIONS AND PLANS BY CIVIL ENGINEER. SEE PLANT PLAN FOR ADDITIONAL INFORMATION. 12 DRAINA6E 5WALE OWN FOR REFERENCE ONLY. SEE PLAN55 BY CIVIL ENGINEER. IS STUB OUT WATER, STORM DRAIN, AND 110 ELECTRICAL FOR FUTURE FOUNTAIN 14 STUB OUT 6A5 AND 120v ELECj<1CITY FOR FUTURE FIRE PIT IS PLACE 2" LAYER &RAVEL IN THIS AREA Ib SEAT W / POURED IN PLACE CONCRETE CONCRETE BLOCK WALL W STUCCO TO MATCH BUILDING. POURED IN PLACE 6/L -5.2 GAP CONCRETE GAP COLOR TO BE BRIDGEPORT 5EI6E #IOIq GHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (525) 720 -3000. 5EE DETAIL. CONCRETE RETAINING WALL SEE PLANS BY CIVIL ENGINEER. INSTALL BAMBOO FENCE ON TOP OF WALL PER DETAIL. COORDINATE WORK WITH OTHERS TO INSTALL J -BOLTS FOR FENCE P05T BASES. 18 500 LAWN SEE PLANTING PLAN. Iq ROOT CONTROL BARRIER (TYP) BY "DEEP ROOT CORP." OR APPROVED EQUAL. 10' LONG CENTERED TO TREE, 12" I /L -5.1 DEPTH (LB 12 -2) ALONG 51DEWALK5 AND 18" DEPTH (LB 18 -2) ALONG GURBIN6. ORE CON TE RIVE Y STRIPS 36" WIDE. GHROMIX ADMIX TU BY SGOFIELD SY TEMS 323) 0 -30 O. G OR O B M ILE 302. O 5 5 N. DIU O FINI .5EE LAN BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. 21 SUNKEN PLANTER DEEPENED SLAB EDGE WITH 8" WIDE CONCRETE BAND AT BUILDING FOOTIN6. TOP 5/L -5.2 DRE55 WITH 3 -4" GOBBLE AFTER PLANTING INSTEAD OF BARK MULCH. SEE DETAIL. ® D BUMP GHROMIX ADMIXTURES BY SCOFIELD 5Y5TEM5 (525)720-5000. COLOR TO BE WE5TWOOD BROWN #0-27. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR MORE INFORMATION. ©3 KEYSTONE WALL 5EE PLANS BY CIVIL ENGINEER I7 I. CONFIRM ALL LOCATIONS OF EXISTIN6 UTILITIES WITHIN F% JEGT 51TE PRIOR TO EXCAVATION. THE CONTRACTOR 15 RESPONSIBLE FOR THE PROTECTION AND REPAIR OF DAMAGE TO ALL EXISTIN6 UTILITIES. GALL ALL APPLICABLE A&ENGIE5 AND DIG ALERT, (800) 227 -2600. THE LANDSCAPE ARCHITECT CANNOT BE RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF THI5 INFORMATION AND PROVISION OF TENTATIVE UTILITY II LOCATION DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HI5 RESPONSIBILITY TO CONTACT USA AND APPLICABLE A6ENGIES FOR VERIFICATION. ....... 2. INSTALL ALL ELEMENTS PER MANUFACTURERS' 5PECIFICATION5. 3. PROVIDE A COMPLETE SET OF LITERATURE GUT SHEETS FOR LANDSCAPE ARCHITECT'S APPROVAL AT THE REQUEST OF THE OWNER. 4. CONTRACTOR 15 RESPONSIBLE TO COORDINATE HI5 WORK WITH THE WORK OF OTHERS. Orr 5. CONSTRUCTION SHALL CONFORM TO ALL UNIFORM BUILDING CODE, Igg7 EDITION, AND SPECIFICATIONS. DIG, 6. CONTRACTOR SHALL OBSERVE ALL SAFETY REGULATION5 PERTAINING TO THI5 PROJECT, -I. ANY CHAN6E5 SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. e 8 8. ALL VEGETATION, TOP 501L AND OTHER UNSUITABLE MATERIAL IN AREAS OF FOUNDATIONS AND CONCRETE SLABS SHALL BE REMOVED FROM ' v 1� F .7 CONSTRUCTION AREA. L J q. PROVIDE POSITIVE DRAINAGE AWAY FROM WALLS AND STRUCTURES. DRAINAGE PATHS SHALL DIVERT RUNOFF AROUND STRUCTURES. MINIMUM 2% 0 o SLOPE AWAY FROM BUILDINGS. CONTACT OWNER IF UNABLE TO PROVIDE 2% POSITIVE DRAINAGE AND OR IF THERE ARE LOW SPOTS WITHOUT POSITIVE ��� *� �ijb►QQ DRAINAGE PRIOR TO IMPROVEMENTS. EFFECTIVE EROSION RESISTANCE SHALL BE IN PLACE FOR FINAL INSPECTION. ��rr Call 2 Full Working Days In Advance 10. CONCRETE SHALL BE 2500 P51,28 DAY ULTIMATE STRENGTH. REINFOR .1N6 STEEL SHALL BE GRADE 40 UNLESS SPECIFIED. STEEL SHALL BE ACCURATELY PLACED AND FIRMLY SUPPORTED. LAP 32 BAR DIAMETERS AT REBAR SPLICES UNLE55 SPECIFIED. 11. EARTHWORK IN AREAS OF FOUNDATIONS AND CONCRETE SLABS SHALL CONFORM TO CHAPTER 600, CALTRANS STANDARD SPECIFICATIONS. TOP 6 �NDSC, INCHES OF EXI5TIN6 SOIL AND ALL FILL MATERIAL SHALL BE COMPACTED TO q0 PERCENT RELATIVE COMPACTION, STANDARD PROCTOR TEST. BASE AND FILL MATERIAL SHALL BE COMPACTED TO q5 PERCENT RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 6 INCHES BELOW GRADE PLANE UNLESS I'T01V SPECIFIED. Cs� 12. REFER TO CIVIL ENGINEER PLANS FOR SPOT ELEVATION, STRUCTURAL PAVEMENT SECTIONS, AND DRAINAGE INFORMATION. PROVIDE 50HEDULE 40 PVC SLEEVES IN WALLS TO ACCOMMODATE DRAINAGE AND IRRIGATION PIPES SIZED AS REQUIRED. - SICNA'1'URE 13. CONTRACTOR SHALL CHALK LAYOUT OF FOOTINGS AND WALLS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO EXCAVATION AND FORM EXP. DAM CONSTRUCTION. 0 10 20 50ALE: I"= 10' -0" 14. OWNER SHALL INSPECT AND APPROVE CONCRETE FORM WORK PRIOR TO CONCRETE POUR. PLANNING AND BUILDING APPROVALS RECOMMENDED APPROVED BY: BY: DAZE DATE : 5/27109 DATE LANDSCAPE PLANS FOR : 1865 VULCAN CONDOS 1865 VULCAN AVENUE, ENCINI TAS, CA ENGINEERING DEPARTMENT DRAWING N0, 1010- G L -1.1 CASE NO. 07-004 DR / T10 / CDP I S H E E T 5 OF 12 LANDSCAPE CONSTRUCTION PLAN REVISIONS DATE DRAWN APPROVED /Y REPLACE LANDSCAPE SHEETS I I ZaL I / �/'. ' f ke CONSTRUCTION LEGEND SYMBOL DESCRIPTION MODEL /REMARKS DETAIL OPROPERTY LINE O2 5' AC PAVEMENT SIDEWALK SEE PLANS BY CIVIL ENGINEER OEXISTING TREES, RETAIN AND PROTECT REFER TO TREE PROTECTION NOTES, SHEET L -5.1 O SPEED BUMP CHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (323) 720 -3000. COLOR TO BE WESTWOOD BROWN #C -27. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR MORE INFORMATION. OCOLORED CONCRETE w/ DECORATIVE SCORE PATTERN CHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (323) 720 -3000. COLOR TO BE CHARCOAL #C -24. SCORE JOINTS SHALL BE 36" O.C. ORIENTED BOTH DIRECTIONS AS SHOWN. MEDIUM BROOM FINISH (ALTERNATE DIRECTION OF BROOM IN EVERY SQUARE). SEE PLANS BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. O COLORED CONCRETE WALKWAY CHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (323) 720 -3000. COLOR TO BE WESTWOOD BROWN #C -27. SCORE AS SHOWN. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. O COLORED CONCRETE BAND CHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (323) 720 -3000. COLOR TO BE WESTWOOD BROWN #C -27. SCORE AS SHOWN OR EVERY 5 LINEAL FEET AND AT EVERY CHANGE IN DIRECTION. MEDIUM BROOM FINISH. SEE PLANS BY CIVIL ENGINEER FOR CONCRETE INSTALLATION DETAILS. O INTERLOCKING PAVERS IN PATIO UNI- OPTILOC PAVER BY UNILOCK. COLOR TO BE TAN AND BROWN BLEND. PROVIDE SAMPLE TO OWNER. INSTALL PER ENGINEERS PLANS (SECTIONS R,S &T). FILL OPENINGS WITH HIGHLY PERMEABLE 0 -4" CLEAN CRUSHED AGGREGATE. AVAILABLE FROM LANDMARK PAVERS 1- 800 - 219 -3906 O9 ROLLED CONCRETE CURB SEE PLANS BY CIVIL ENGINEER 10 LAP BOARD FENCE 6' CEDAR FENCE WITH WOOD POSTS. SEE DETAILS. 4/ 12A 1 1 PERMEABLE PAVERS IN DRIVEWAY ECO- OPTILOC PERMEABLE PAVER BY UNILOCK. COLOR TO BE TAN, BROWN AND PEWTER BLEND. PROVIDE SAMPLE TO OWNER. INSTALL PER ENGINEERS PLANS (SECTIONS R,S &T). FILL OPENINGS WITH HIGHLY PERMEABLE 0--i" CLEAN CRUSHED AGGREGATE. ACCENT PATTERN W /SOLDIER COURSE OF ECO STONE PAVER - CHARCOAL. AVAILABLE FROM LANDMARK PAVERS 1- 800.219 -3906 12 DRAINAGE SWALE (PCC BROW DITCH) SHOWN FOR REFERENCE ONLY. SEE PLANS BY CIVIL ENGINEER. 13 STUB OUT WATER, STORM DRAIN, AND 1 l Ov ELECTRICAL FOR BY OWNER FUTURE FOUNTAIN BY JACKALOPE -NORTH HOLYWOOD (818.761.4022) MODEL NUMBER: PV- 6018AP CONVERTED IN A FOUNTAIN (W/ CATCH BASIN, PUMP AND ADDITIONAL 3® WATER URN 30 "Wx46 "H PLUBLING BY JACKALOPE); AMPHORAL COLLECTION. PAGE #101 IN POTTERY AND BEYOND 2012 CATALOG BY OWNER WWW.POTSBY.COM 510.428.1881 INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 14 STUB OUT GAS AND 120v ELECTRICITY FOR FUTURE FIRE PIT FUTURE FIRE PIT BY OWNER BY OWNER BY WOODLAND DIRECT. CONTACT PAUL @ (800.919.1904/EXT.233) 4® SERE FIA 38" GAS /WOOD HYBRID FIRE PIT ITEM #: 4450004 (#" NATURAL GAS CONNECTION, NATURAL PATINA, UNSTAINED FINISH). INSTAL W/ BY OWNER OUTDOOR COMMERCIAL 12-HOUR AUTOMATIC SHUTOFF TIMER BY WOODLAND DIRECT. CONTACT PAUL @ (800.919.1904/EXT.233); ITEM #: 1910784. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. 15 �� R P PLACE 2 LAYER GRAVEL IN THIS AREA 9A 16 SEAT WALL w/ POURED IN PLACE CONCRETE CAP CONCRETE BLOCK WALL w/ STUCCO TO MATCH BUILDING. POURED IN PLACE CONCRETE CAP COLOR TO 51 12A BE CHARCOAL #C -24 CHROMIX ADMIXTURES BY SCOFIELD SYSTEMS (323) 720 -3000. SEE DETAIL. 17 CONCRETE RETAINING WALL SEE PLANS BY CIVIL ENGINEER. INSTALL LAP BOARD FENCE ON TOP OF WALL PER DETAIL. COORDINATE WORK WITH OTHERS TO INSTALL J -BOLTS FOR FENCE POST BASES. 18 SOD LAWN SEE PLANTING PLAN. 19 ROOT CONTROL BARRIER (TYP) BY "DEEP ROOT CORP." OR APPROVED EQUAL. 10' LONG CENTERED TO TREE, 12" DEPTH (LB 12 -2) ALONG SIDEWALKS AND 18" DEPTH (LB 18 -2) ALONG CURBING. 20 KEYSTONE WALL SEE PLANS BY CIVIL ENGINEER 21 SUNKEN PLANTER DEEPENED SLAB EDGE WITH 8' WIDE CONCRETE BAND AT BUILDING FOOTING. TOP DRESS WITH 34" COBBLE AFTER PLANTING INSTEAD OF BARK MULCH. SEE DETAIL. CONSTRUCTION NOTES 1. CONFIRM ALL LOCATIONS OF EXISTING UTILITIES WITHIN PROJECT SITE PRIOR TO EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION AND REPAIR OF DAMAGE TO ALL EXISTING UTILITIES. CALL ALL APPLICABLE AGENCIES AND DIG ALERT, (800) 227 -2600. THE LANDSCAPE ARCHITECT CANNOT BE RESPONSIBLE FOR THE COMPLETENESS OR ACCURACY OF THIS INFORMATION AND PROVISION OF TENTATIVE UTILITY LOCATION DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO CONTACT USA AND APPLICABLE AGENCIES FOR VERIFICATION, 2. INSTALL ALL ELEMENTS PER MANUFACTURERS' SPECIFICATIONS. 3. PROVIDE A COMPLETE SET OF LITERATURE CUT SHEETS FOR LANDSCAPE ARCHITECT'S APPROVAL AT THE REQUEST OF THE OWNER. 4. CONTRACTOR IS RESPONSIBLE TO COORDINATE HIS WORK WITH THE WORK OF OTHERS. 5. CONSTRUCTION SHALL CONFORM TO ALL UNIFORM BUILDING CODE, 1997 EDITION, AND SPECIFICATIONS. 6. CONTRACTOR SHALL OBSERVE ALL SAFETY REGULATIONS PERTAINING TO THIS PROJECT. 7. ANY CHANGES SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 8. ALL VEGETATION, TOP SOIL AND OTHER UNSUITABLE MATERIAL IN AREAS OF FOUNDATIONS AND CONCRETE SLABS SHALL BE REMOVED FROM CONSTRUCTION AREA. 9. PROVIDE POSITIVE DRAINAGE AWAY FROM WALLS AND STRUCTURES. DRAINAGE PATHS SHALL DIVERT RUNOFF AROUND STRUCTURES. MINIMUM 2% SLOPE AWAY FROM BUILDINGS. CONTACT OWNER IF UNABLE TO PROVIDE 2% POSITIVE DRAINAGE AND OR IF THERE ARE LOW SPOTS WITHOUT POSITIVE DRAINAGE PRIOR TO IMPROVEMENTS. EFFECTIVE EROSION RESISTANCE SHALL BE IN PLACE FOR FINAL INSPECTION. 10. CONCRETE SHALL BE 2500 PSI, 28 DAY ULTIMATE STRENGTH. REINFORCING STEEL SHALL BE GRADE 40 UNLESS SPECIFIED. STEEL SHALL BE ACCURATELY PLACED AND FIRMLY SUPPORTED. LAP 32 BAR DIAMETERS AT REBAR SPLICES UNLESS SPECIFIED. 11. EARTHWORK IN AREAS OF FOUNDATIONS AND CONCRETE SLABS SHALL CONFORM TO CHAPTER 600, CALTRANS STANDARD SPECIFICATIONS. TOP 6 INCHES OF EXISTING SOIL AND ALL FILL MATERIAL SHALL BE COMPACTED TO 90 PERCENT RELATIVE COMPACTION, STANDARD PROCTOR TEST. BASE AND FILL MATERIAL SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION FOR A MINIMUM DEPTH OF 6 INCHES BELOW GRADE PLANE UNLESS SPECIFIED, 12. REFER TO CIVIL ENGINEER PLANS FOR SPOT ELEVATION, STRUCTURAL PAVEMENT SECTIONS, AND DRAINAGE INFORMATION. PROVIDE SCHEDULE 40 PVC SLEEVES IN WALLS TO ACCOMMODATE DRAINAGE AND IRRIGATION PIPES S17ED AS REQUIRED. 13. CONTRACTOR SHALL CHALK LAYOUT OF FOOTINGS AND WALLS FOR REVIEW AND APPROVAL BY OWNER PRIOR TO EXCAVATION AND FORM CONSTRUCTION. 14. OWNER SHALL INSPECT AND APPROVE CONCRETE FORM WORK PRIOR TO CONCRETE POUR. PLANNING AND BUILDING `.iti.: 1::1 RECOMMENDED APPROVALS AAPRO QED BY: BY DATE DATE : DATE ew sH cc- r C7 CITY OF EN CI N I TAS ENGINEERING DEPARTMENT LANDSCAPE PLANS FOR : 1865 VULCAN CONDOS lt410 1865 VULCAN AVENUE, ENCINITAS, CA 712 01 / 13 CASE N0. 07 -004 DR TM Z CDP 1�6% DRAWING NO. 1010 -G SHEET 5A OF 12 A3 A2 A4 10.9 14.5 13.5 1" 1. 1 2.39 2.39 LANDSCAPE IRRIGATION PLAN REVISIONS I DATE I DRAWN I APPROVED LAND IMAGE LANDSCAPE ARCHITECTS & PLANNERS J,Y 627 BROADWAY, CHICO, CALIFORNIA 95928 PHONE: (530) 899 -1913 / FAX: (530) 899 -1920 SCALE: I"= 10' -0" I RR I &AT I ON LE&END 5M.. MF6'R DESCRIPTION MODEL REMARKS DETAILS ® -- DEDICATED LANDSCAPE METER -- I" DEDICATED LANDSCAPE WATER METER (PER CIVIL PLAN); CONNECT .26- 35 -52 -1.05 2/L -2.3 AAA RAINBIRD POP -UP SPRAY SPRINKLER DOWNSTREAM OF WATER METER AND INSTALL BAOKFLOW PREVENTER AS SHOWN -PR5 -EVAN G -H -TG SCREENS 30 .60 -.q0 -1.25 2/L -2.3 AA ON PLANS AND IN DETAILS. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD POP -UP SPRAY SPRINKLER 1806- 5AM- PR5 -8VAN G -T -H WITH PG5 50REENS 30 .30- .40 -.60 2/1--2.3 VERIFY (E) CONDITIONS INCLUDING 51ZE AND STATIC PRESSURE. CONTACT RAIN51RD POP -UP SPRAY SPRINKLER 1806- 5AM- PR5 -10 G -T -H -F 30 .3q- .52 -.1q -1.58 LANDSCAPE ARCHITECT IF METER SIZE AND /OR STATIC PRESSURE 15 DIFFERENT RAINBIRD POP -UP SPRAY SPRINKLER R N Y41TH P GS SCREENS G-H -TO 30 FROM THAT NOTED HEREWITHIN. 2A.-23 © WILKINS BACKFLOW PREVENTER 4115XL I DEDICATED LANDSCAPE BACKFLOW PREVENTER; INSTALL IN 5TRONG BOX I/L -2 2 2/--2.3 eeN RAIN POP -UP SPRAY SPRINKLER 55150 -30AL. INSTALL IN SHRUB PLANTER AS 5HOWN ON PLAN. PROVIDE ONE (1) 30 .65- 1.30 -I.qS STRONG BAGKFLOW ENCLOSURE 55BC -50AL LOCK SET (KEYED TO OWNERS SPECIFICATIONS) TO SECURE BACKFLOW 1401 F 30 BOX 5/L -2.3 O ENCLOSURE. INSTALL T.CHRI57Y BACKFLOW HISTORY TA6 MODEL 5HT -I TO TREE ON FLEX RISER 1404 F 30 2.0 4/L -2.3 VALVE STEM U51N6 NYLON GABLE TIE. CONTRACTOR SHALL BE RESPONSIBLE RAIN51RD HUNTER POP -UP ROTA 1806 -5AM WITH MPGORNER <G 30 .16- .32- .31 -.65 TO CERTIFY BAGKFLOW PREVENTER WITHIN SEVEN 0) DAYS OF INSTALLATION +, 1z ,° +s RAINBIRD HUNTER POP -UP ROTATOR 1806 -5AM WITH MPI000 G- T- H- TT -TO -F 30 AS PER SAN DIE&UITO WATER DISTRICTS SPECIFICATIONS. 2,3A_ -2.3 0 HUNTER 12 STATION CONTROLLER A00-1200 12 STATIONS (10 STATIONS USED), EXTERIOR WALL MOUNT. INSTALL AS SHOWN 2/L -2.2 2,3A. -2.3 5NIRRD POP -UP ROTATOR WITH RAIN CLICK AND AS PER AS PER MANUFACTURER'S SPECIFICATIONS. 30 RAIN GLIK RAIN -GLIK CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY 120V POWER TO CONTROLLER AND 14 6A WIRE TO RAIN GLIK IN 3/4" CONDUIT. ELECTRICAL 'WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND CONFORM TO THE LATEST EDITION OF THE N.E.G. AND LOCAL CODES AND RE6ULATION5. N NIBGO 150LATION VALVE T -113 -K 2 -1/2" AND SMALLER- THREADED GATE VALVE WITH BRONZE CRO55 HANDLE. 5/L-2.2 PROVIDE TWO (2) 60" SQUARE NUT VALVE OPENING KEYS AND TWO (2) 54" 8/L -2.3 SPRINKLER KEYS TO OWNER O RAINBIRD GUICK COUPLER VALVE 44LRC I"; INSTALL AS SHOWN ON PLANS. PROVIDE TWO (2) VALVE OPENING KEYS MODEL 4/L -2.2 44K WITH MATCHING H05E SWIVELS MODEL 5H -1 TO OWNER. 8/L -2.3 S HUNTER REMOTE CONTROL VALVE IGV 51ZE AS SHOWN; INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. CONNECT TO 18/L -2.3 CONTROLLER USING 14 -1 AW6 DIRECT BURIAL WIRE. MAKE WIRE CONNECTIONS WITH 3M DBY WATERPROOF WIRE CONNECTORS. PROVIDE 18" EXPANSION CURL AT REMOTE CONTROL VALVE. PRESSURE MAINLINE PVC, SCHEDULE 40; PIPE SIZE PER PLAN LATERAL 2" PVC, SCHEDULE 40 CONDUIT; PIPE 51ZE PER PLAN b,1/L -2.3 • • ' ELECTRIC CONDUIT 2" PVC 50HEDULE 40 CONDUIT; INSTALL FROM CONTROLLER TO MAIN LINE 6,1/L -2.3 IRRIGATION SLEEVE PVC SCHEDULE 40 PIPE; SLEEVE SIZE PER PLAN b /L -23 A6 CONTROLLER/STATI 17.6 FLOW IN GAL PER MINUTE 1" VALVE 2.02 PRE019TATION RATE (INCHES PER HOUR) ��KLER L�6END VoMwL MF6'R DESCRIPTION MODEL PRESSURE FLOW (GPM) DETAIL A 0 A ♦ RAINBIRD POP -UP SPRAY SPRINKLER 1806 - SAM -PR5 -8 G -T-H -F 30 .26- 35 -52 -1.05 2/L -2.3 AAA RAINBIRD POP -UP SPRAY SPRINKLER 1806 - 5AM W ITH P05 -PR5 -EVAN G -H -TG SCREENS 30 .60 -.q0 -1.25 2/L -2.3 AA RAINBIRD POP -UP SPRAY SPRINKLER 1806- 5AM- PR5 -8VAN G -T -H WITH PG5 50REENS 30 .30- .40 -.60 2/1--2.3 -(nee* RAIN51RD POP -UP SPRAY SPRINKLER 1806- 5AM- PR5 -10 G -T -H -F 30 .3q- .52 -.1q -1.58 2A.-2.3 RAINBIRD POP -UP SPRAY SPRINKLER R N Y41TH P GS SCREENS G-H -TO 30 AO- 1.25 -1.15 2A.-23 1 kAINBIRD POP -UP SPRAY SPRINKLER 1506-SAM-FIRS-12 G- T- H- TT -TO -F 30 ,65 -.81- 130 - 1.14 -1A5 -2.60 2/--2.3 eeN RAIN POP -UP SPRAY SPRINKLER 1806- 5AM- PR5 -12VAN G -H-TO 30 .65- 1.30 -I.qS 2A. -2.3 O RAINBIRD BUBBLER ON FLEX RISER 1401 F 30 .25 5/L -2.3 O RAINBIRD TREE ON FLEX RISER 1404 F 30 2.0 4/L -2.3 ° ° '° 000 RAIN51RD HUNTER POP -UP ROTA 1806 -5AM WITH MPGORNER <G 30 .16- .32- .31 -.65 2,3/L -2.3 +, 1z ,° +s RAINBIRD HUNTER POP -UP ROTATOR 1806 -5AM WITH MPI000 G- T- H- TT -TO -F 30 .I6- 32- 31 -.65 2,3A_ -2.3 + zz z3 za zs RAINBIRD POP -UP ROTATOR IS M WITH MP2000 G- T- H- TT -TO -F 30 .33- .63- .14 -.q5 -1.21 2,3A. -2.3 5NIRRD POP -UP ROTATOR 1806 -5AM 000 G- T- H- TT -TO -F 30 .14- 1.58 - 1.84 -2.31 -3.15 2,3A. -2.3 PLANNING AND BUILDING SEE SHEET L -2.2 FOR IRRIGATION NOTES 4 SPECIFICATIONS SEE SHEET L -2.2 4 2.5 FOR IRRIGATION DETAILS SEE SHEET L -5.1 FOR TREE PROTECTION NOTES ,...e RECOMMENDED APPROVED 0.94-01 BY DAZE v/ •10 Jut DATE : BY: 4TE : s/j �Oog LANDSCAPE PLANS FOR: 1865 VULCAN CONDOS 1865 INLCAN AVENUE, ENCINI TAS, CA 800 - 227 -2600 Calf 2 Full Working Days in Advance ENGINEERING DEPARTMENT SE N0, 07 -004 DR / TM / CDP DRAWING NO. 1010-& L-2.1 SHEET 6 OF 12 m IRRIGATION LEGEND SYMBOL MFG'R DESCRIPTION MODEL REMARKS DETAILS ... RAINBIRD DEDICATED LANDSCAPE METER 1806- SAM -MPR -5 Q.H.F 1" DEDICATED LANDSCAPE WATER METER (PER CIVIL PLAN); CONNECT DOWNSTREAM OF WATER METER .10- .20 -.41 2/8A d A A ♦ RAINBIRD POP -UP SPRAY SPRINKLER AND INSTALL BACKFLOW PREVENTER AS SHOWN ON PLANS AND IN DETAILS. CONTRACTOR SHALL BE 30 .26- .35 -.52 -1.05 2/8A AAA RAINBIRD RESPONSIBLE TO FIELD VERIFY (E) CONDITIONS INCLUDING SIZE AND STATIC PRESSURE. CONTACT 1806- SAM - PRS -8VAN WITH PCS SCREENS Q -H -TQ 30 .60 -.90 -1.25 2/8A LANDSCAPE PLANS FOR 865 VULCAN CONDOS 1865 VULCAN A VENU ENCINI TAS, CA CASE N0. 07 -004 DR TM CDP LANDSCAPE ARCHITECT IF METER SIZE AND /OR STATIC PRESSURE IS DIFFERENT FROM THAT NOTED HERE POP -UP SPRAY SPRINKLER 1806 - SAM -PRS -8VAN Q -T -H WITH PCS SCREENS 30 .30- .40 -.60 2 /BA WITHIN. RAINBIRD © WILKINS BACKFLOW PREVENTER 975XL 1" DEDICATED LANDSCAPE BACKFLOW PREVENTER; INSTALL IN STRONG BOX SBBC -30AL. INSTALL IN 1/ 7A RAINBIRD POP -UP SPRAY SPRINKLER 1806 -SAM- PRS -1 OVAN Q -H -TQ WITH PCS SCREENS 30 SHRUB PLANTER AS SHOWN ON PLAN. PROVIDE ONE (1) LOCK SET (KEYED TO OWNERS 2/8A �Q e A a • STRONG BOX BACKFLOW ENCLOSURE SBBC -30A1 SPECIFICATIONS) TO SECURE BACKFLOW ENCLOSURE. INSTALL T.CHRISTY BACKFLOW HISTORY TAG .65- .87- 1.30 -1.74- 1.95 -2.60 2/8A Qs 05 j RAINBIRD POP -UP SPRAY SPRINKLER MODEL BHT -1 TO VALVE STEM USING NYLON CABLE TIE. CONTRACTOR SHALL BE RESPONSIBLE TO 30 .65. 1.30.1.95 2 /8A RAINBIRD CERTIFY BACKFLOW PREVENTER WITHIN SEVEN (7) DAYS OF INSTALLATION AS PER SAN DIEGUITO 1401 (1 BUBBLER PER SHRUB) F 30 .25 5/8A WATER DISTRICTS SPECIFICATIONS. TREE BUBBLER ON FLEX RISER -SPX CA) RAINBIRD 13 STATION CONTROLLER ESP -SMT4 13 STATIONS (10 STATIONS USED), EXTERIOR WALL MOUNT. INSTALL AS SHOWN WITH RAIN SENSOR 2/ 7A POP -UP ROTATOR 1806 -SAM WITH MPCORNER Q- T- H- TT -TQ -F 30 .16- .32- .37 -.65 AND AS PER AS PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY WR2 SERIES WIRELESS RAIN SENSOR WR2 -RC 1806 -SAM WITH MP 1000 Q- T- H- TT -TQ -F 30 120V POWER TO CONTROLLER AND 14 GA WIRE TO RAIN SENSOR IN 3/4" CONDUIT. ELECTRICAL 2,3/8A z, zz za z< zs RAINBIRD HUNTER POP -UP ROTATOR 1806 -SAM WITH MP2000 Q- T- H- TT -TQ -F WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR AND CONFORM TO THE LATEST .33- .63- .74 -.95 -1.27 2,3/8A o@@(3@ RAINBIRD HUNTER POP -UP ROTATOR EDITION OF THE N.E.C. AND LOCAL CODES AND REGULATIONS. 30 N NIBCO ISOLATION VALVE T -1 13 -K 2-1/2" AND SMALLER- THREADED GATE VALVE WITH BRONZE CROSS HANDLE. 3 / 7A PROVIDE TWO (2) 60" SQUARE NUT VALVE OPENING KEYS AND TWO (2) 54" SPRINKLER KEYS TO 3 8A / OWNER O RAINBIRD QUICK COUPLER VALVE 44LRC 1 "; INSTALL AS SHOWN ON PLANS. PROVIDE TWO (2) VALVE OPENING KEYS MODEL 44K WITH 4/ 7A MATCHING HOSE SWIVELS, MODEL SH -1 TO OWNER. 8/ 8A RAIBIRD REMOTE CONTROL VALVE W/ WATER PROOF 100 -PESB SIZE AS SHOWN; INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. CONNECT TO CONTROLLER USING 1,8/ 8A WIRE CONNECTOR DBTWC ?5 14 -1 AWG DIRECT BURIAL WIRE. MAKE WIRE CONNECTIONS WITH DB WATERPROOF WIRE CONNECTORS. PROVIDE 18" EXPANSION CURL AT REMOTE CONTROL VALVE. RUN WIRE IN CONDUIT FROM MAINLINE TRENCH TO CONTROLLER. (EK RAIBIRD REMOTE CONTROL VALVE (DRIP ZONE KIT) XCZ- 075PRF CONTROL ZONE KIT W/ FLOW, PRESSURE CONTROL AND FILTER PRESSURE MAINLINE PVC SCHEDULE 40; PIPE SIZE PER PLAN 6,7/ 8A LATERAL PVC SCHEDULE 40 ; PIPE SIZE PER PLAN 6,7/ 8A XERI -BLACK STRIPE 1 /2" TUBING -XBS ATTACH XERIBUG EMITTER (XB -1 OPC) AT EACH SHRUB LOCATION AND 2 PER EACH TREE ELECTRIC CONDUIT 2" PVC SCHEDULE 40 CONDUIT; INSTALL FROM CONTROLLER TO MAIN LINE TO RUN DIRECT BURIAL 6,7/ 8A CONTROL WIRE IRRIGATION SLEEVE 2" PVC SCHEDULE 40 PIPE 6/ BA A6 CONTROLLER /STATION # 17.6 FLOW IN GALLONS PER MINUTE 111 VALVE SIZE 2.02 PRECIPITATION RATE (INCHES PER HOUR) SPRINKLER LEGEND SYMBOL MFG'R DESCRIPTION MODEL PRESSURE FLOW (GPM) DETAIL ... RAINBIRD POP -UP SPRAY SPRINKLER 1806- SAM -MPR -5 Q.H.F 30 .10- .20 -.41 2/8A d A A ♦ RAINBIRD POP -UP SPRAY SPRINKLER 1806- SAM -PRS -8 Q -T -H -F 30 .26- .35 -.52 -1.05 2/8A AAA RAINBIRD POP -UP SPRAY SPRINKLER 1806- SAM - PRS -8VAN WITH PCS SCREENS Q -H -TQ 30 .60 -.90 -1.25 2/8A LANDSCAPE PLANS FOR 865 VULCAN CONDOS 1865 VULCAN A VENU ENCINI TAS, CA CASE N0. 07 -004 DR TM CDP RAINBIRD POP -UP SPRAY SPRINKLER 1806 - SAM -PRS -8VAN Q -T -H WITH PCS SCREENS 30 .30- .40 -.60 2 /BA O d • RAINBIRD POP -UP SPRAY SPRINKLER 1806 - SAM - PRS -10 Q -T -H -F 30 .39- .52 -.79 -1.58 2/8A Zen RAINBIRD POP -UP SPRAY SPRINKLER 1806 -SAM- PRS -1 OVAN Q -H -TQ WITH PCS SCREENS 30 .90- 1.25 -1.75 2/8A �Q e A a • RAINBIRD POP -UP SPRAY SPRINKLER 1606- SAM - PRS -12 Q- T- H- TT -TQ -F 30 .65- .87- 1.30 -1.74- 1.95 -2.60 2/8A Qs 05 j RAINBIRD POP -UP SPRAY SPRINKLER 1806- SAM - PRS -1 2VAN Q -H -TQ 30 .65. 1.30.1.95 2 /8A RAINBIRD SHRUB BUBBLER ON FLEX RISER -SPX 1401 (1 BUBBLER PER SHRUB) F 30 .25 5/8A RAINBIRD TREE BUBBLER ON FLEX RISER -SPX 1404 (2 BUBBLERS PER TREE) F 30 2.0 4/8A 000 RAINBIRD HUNTER POP -UP ROTATOR 1806 -SAM WITH MPCORNER Q- T- H- TT -TQ -F 30 .16- .32- .37 -.65 2,3/8A RAINBIRD HUNTER POP -UP ROTATOR 1806 -SAM WITH MP 1000 Q- T- H- TT -TQ -F 30 .16- .32- .37 -.65 2,3/8A z, zz za z< zs RAINBIRD HUNTER POP -UP ROTATOR 1806 -SAM WITH MP2000 Q- T- H- TT -TQ -F 30 .33- .63- .74 -.95 -1.27 2,3/8A o@@(3@ RAINBIRD HUNTER POP -UP ROTATOR 1806 -SAM WITH MP3000 Q- T- H- TT -TQ -F 30 .74- 1.58 -1.84- 2.37 -3.15 2,3/8A SHEET NOTES SEE SHEET 7A FOR IRRIGATION NOTES & SPECIFICATIONS SEE SHEET 7A & 8A FOR IRRIGATION DETAILS SEE SHEET 11 A FOR TREE PROTECTION NOTES Ell 1A .2 , LANDSCAPE IRRIGATION PLAN ,r' REVISIONS DATE DRAWN APPROVED /� , MELTON DESIGN GROUP L7 309 WALL STREET DESIGN CHICO, CA 95926 530.899.1616 www.meltondg.com 5 com �? 2 0 10 20 SCALE: 1 "= 10' -011 PLANNING AND BUILDING APPROVALS CI TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING NO. ® LANDSCAPE SHEETS 7/ Z°I /� 13 RECOMMENDED APPROVED BY : rY : •/1/�.,�- Darr : DATE : 12111 LANDSCAPE PLANS FOR 865 VULCAN CONDOS 1865 VULCAN A VENU ENCINI TAS, CA CASE N0. 07 -004 DR TM CDP 1010-G ✓/ I o r j ,D 0• L 19"W DA ]E SHEET 6A OF 12 I fizfiZ I GAT 1 011 SPEG I C I GAT 1 0115 8 I. GENERAL - CONTRACTOR SHALL BID AND INSTALL IRRIGATION PER THESE PLANS AND SPECIFICATIONS UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS OR REVISED 4 PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES BUT IS NOT LIMITED TO ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO FURNISH, INSTALL � 4 . .� 8 AND TEST IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. — � Q —••• -• 2. QUALITY ASSURANCE - MANUFACTURERS DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL GASES WHERE THE MANUFACTURERS OF COMPONENTS E � © 3/4" CRUSHED ROCK; b" MINIMUM DEPTH � � Qi REDUCED BAGKFLOW USED IN THIS CONTRACT COVER POINTS NOT SHOWN ON DRAWINGS AND SPECIFICATIONS. I Ell � PREVENTER, WILKINS q ?5XL S. ORDINANCES AND REGULATIONS -THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND INSPECTIONS AS REQUIRED. THE MATERIALS AND - -III _ III - BRONZE CROSS HANDLE. SEE O OR APPROVED EQUAL W MBING WORK SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE UNIFORM PLU GORE AND THE NATIONAL ELECTRIC GORE. I -III- SPEGIFIGATIONS. f f ( 12 3 Q 4. EXPLANATION OF DRAWINGS -ALL OFFSETS, FITTINGS, SLEEVES, ETC. NOT INDICATED DUE TO SCALE OF DRAWINGS ARE TO BE FURNISHED AS REQUIRED. BEFORE b b I- MAIN LINE A5 PER PLANS M MIN MUM Q 4" CONCRETE PAD: SET 2" � IRRIGATION SPECIFICATIONS 1. GENERAL - CONTRACTOR SHALL BID AND INSTALL IRRIGATION PER THESE PLANS AND SPECIFICATIONS UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS OR REVISED PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES BUT IS NOT LIMITED TO ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO FURNISH, INSTALL AND TEST IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. QUALITY ASSURANCE - MANUFACTURERS DIRECTIONS AND DETAILED DRAWINGS SHALL BE FOLLOWED IN ALL CASES WHERE THE MANUFACTURERS OF COMPONENTS USED IN THIS CONTRACT COVER POINTS NOT SHOWN ON DRAWINGS AND SPECIFICATIONS. 3. ORDINANCES AND REGULATIONS - THE CONTRACTOR SHALL OBTAIN AND PAY FOR ANY AND ALL PERMITS AND INSPECTIONS AS REQUIRED. THE MATERIALS AND WORK SHALL CONFORM TO ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE UNIFORM PLUMBING CODE AND THE NATIONAL ELECTRIC CODE. 4. EXPLANATION OF DRAWINGS - ALL OFFSETS, FITTINGS, SLEEVES, ETC. NOT INDICATED DUE TO SCALE OF DRAWINGS ARE TO BE FURNISHED AS REQUIRED. BEFORE PROCEEDING WITH ANY WORK, CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND QUANTITIES AND SHALL INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN DRAWINGS AND ACTUAL CONDITIONS. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR WORK INSTALLED IN SUCH AN AREA, FOR WORK MODIFIED WITHOUT APPROVAL. PIPE SIZES ON PLANS ARE MINIMUM ALLOWABLE. 5. SUBMITTALS - CONTRACTOR SHALL SUPPLY OWNER WITH AS -BUILT RECORD OF IRRIGATION ILLUSTRATING EXACT LOCATION OF LATERAL AND MAIN LINES, REMOTE CONTROL VALVES, POINTS OF CONNECTION, BACKFLOW PREVENTER, AND CONTROLLER. CONTRACTOR SHALL FURNISH TO OWNER KEYS TO CONTROLLER ENCLOSURE, AND ANY SPECIAL TOOLS REQUIRED FOR MAINTENANCE OF ALL IRRIGATION COMPONENTS. 6. GUARANTEE - THE CONTRACTOR SHALL GUARANTEE THE IRRIGATION SYSTEM FOR A PERIOD OF 120 DAYS THAT THE SYSTEM SHALL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP AND THAT THE WORK HAS BEEN COMPLETED IN ACCORDANCE TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DEFECTS FOR THE ABOVE MENTIONED TIME PERIOD AT NO COST TO THE OWNER. SUCH REPAIRS OR REPLACEMENTS SHALL BE COMPLETED WITHIN A 48 HOUR TIME PERIOD. 7. CONTROL WIRES - CONNECTIONS BETWEEN THE CONTROLLER AND THE REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE AWG -U.F. 600 VOLT. WIRE SHALL BE SIZED NO LESS THAN # 14, SHALL BE TAPED TO THE MAIN LINE AT 10 FOOT INTERVALS EXCEPT WHERE INDEPENDENTLY SLEEVED. AN EXPANSION CURL SHALL BE PROVIDED WITHIN 3 FEET OF EACH WIRE CONNECTION. EXPANSION CURLS SHALL BE 18 INCHES IN LENGTH AT EACH SPLICE CONNECTION AND AT EACH CONTROL VALVE SO THAT IN CASE OF REPAIR THE VALVE BONNET CAN BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTION OF CONTROL WIRES. ALL SPLICES SHALL BE MADE WITH TOM KING HARMONY PRODUCTS SNAPLOC LV -9000 SEALING PACKS, DR[-SPLICE DS -400 WIRE CONNECTORS, 3M DBY SEALING PACKS OR APPROVED EQUAL. ALL SPLICES SHALL BE WATERPROOF. 8. BACKFILL - THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. BACKFILL SHALL BE MECHANICALLY COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED AREAS. BACKFILL SHALL CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS, OR OTHER SURFACE IRREGULARITIES. IF SETTLEMENT OCCURS AND SUBSEQUENT ADJUSTMENTS ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST TO THE OWNER. 9. ADJUSTMENT OF THE SYSTEM - THE CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER SPRAY ONTO BUILDINGS, WALKS, WALLS AND FENCES. 10. TESTING - TEST ALL PRESSURE LINES, PRIOR TO BACKFILLING, UNDER HYDROSTATIC PRESSURE OF 120 PSI FOR A PERIOD OF 2 HOURS. IF LEAKS DEVELOP, REPAIR SYSTEM AND REPEAT TEST UNTIL PRESSURE IS HELD. 11. BACKFLOW PREVENTION ASSEMBLY - INSTALL AS PER SPECIFICATIONS AND DETAILS.0 12. VALVES - INSTALL IN VALVE BOXES WITH DRAIN ROCK. 13. SWING JOINTS - INSTALL IRRIGATION HEADS AS PER SPECIFICATIONS AND DETAILS. 14. CLEAN UP - CLEAN UP SHALL BE MADE AS EACH PORTION OF WORK PROGRESSES. ALL PAVING AND WALKS SHALL BE BROOMED OR WASHED DOWN AND ANY DAMAGE SUSTAINED TO THE WORK OF OTHERS SHALL BE REPAIRED TO ORIGINAL CONDITIONS ACCEPTABLE TO THE OWNER. IRRIGATION NOTES 1. THIS SYSTEM IS DESIGNED FOR A MAXIMUM DEMAND OF 35 GPM. AVERAGE STATIC PRESSURE IS 53 PSI AT THE POINT OF CONNECTION AND 30 PSI AT THE FARTHEST IRRIGATION HEAD. CONTACT THE LANDSCAPE ARCHITECT IN THE EVENT THAT FIELD TESTED PRESSURE IS LESS THAN STATED, PRIOR TO CONSTRUCTION. 2. THE INTENT OF THIS IRRIGATION SYSTEM IS TO SUPPLY A SUFFICIENT AMOUNT OF WATER TO MAINTAIN HEALTH, APPEARANCE AND REASONABLE GROWTH. THE AMOUNT OF SUPPLEMENTAL WATER A PLANT NEEDS IS DEPENDENT ON SOIL TYPE, PLANT MATERIAL, ROOTING DEPTH, CLIMATE, SEASONAL CHANGES, SLOPES, MOUNDS, SUN, SHADE AND WIND. THE CONTRACTOR SHALL ADJUST THE IRRIGATION SCHEDULE AS NEEDED TO MAINTAIN PLANT HEALTH, APPEARANCE AND REASONABLE GROWTH. IN ADDITION, THE CONTRACTOR SHALL PROVIDE SUPPLEMENTAL WATER TO ACCOMMODATE SPECIAL WATERING NEEDS OF THE PLANT MATERIAL THROUGH THE MAINTENANCE PERIOD. 3. IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR AND/OR OWNER TO PROGRAM THE IRRIGATION CONTROLLER TO PROVIDE A SUFFICIENT AMOUNT OF WATER TO MAINTAIN HEALTH, APPEARANC E AND REASONABLE GROWTH OF PLANT MATERIAL. THIS INCLUDES MAKING ADJUSTMENTS TO THE IRRIGATION PROGRAM FOR SEASONAL CHANGES, PLANT MATERIAL, WATER REQUIREMENTS, MOUNDS AND SLOPES, AND SUN, SHADE AND WIND EXPOSURES. IN ADDITION, IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR AND /OR OWNER TO PROVIDE SUPPLEMENTAL WATER TO TREES OR OTHER PLANT MATERIAL, WHICH REQUIRE DEEP OR ADDITIONAL WATERING DURING THE FIRST TWO YEARS OF GROWTH. 4. THIS DRAWING IS DIAGRAMMATIC. IRRIGATION COMPONENTS SHOWN BENEATH PAVING OR PLANTINGS ARE FOR GRAPHIC CLARITY ONLY. PLACE ALL PIPING, VALVES, AND OTHER IRRIGATION COMPONENTS WITHIN THE ADJACENT PLANTER EXCEPT WHERE PIPES CROSS PAVING. PLACE PIPING TO PREVENT CONFLICT WITH SUBSEQUENT PLANTING. REFER TO PLANTING PLAN. 5. CONTRACTOR TO PROVIDE COMPLETE 'AS-BUILT' DRAWINGS TO OWNER AT COMPLETION OF PROJECT. 6. TRENCH ALL MAIN LINES TO A DEPTH OF 18 ", TRENCH ALL LATERAL LINES TO A DEPTH OF 12 ". TRENCH ALL MAIN OR LATERAL LINES TO A DEPTH OF 24" WHERE CROSSING UNDER DRIVEWAY PAVEMENT AND PLACE WITHIN A SLEEVE, SIZE AS SHOWN. 7. INSTALL SLEEVES WHERE SHOWN ON PLAN AND AS NEEDED, PRIOR TO THE PLACEMENT OF PAVING. COORDINATE WITH PAVING CONTRACTOR. 8. ALL REMOTE CONTROL VALVES AND QUICK COUPLER VALVES SHALL BE INSTALLED IN PLANTED AREAS AND IN VALVE BOXES. 9. THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING 120 VOLT POWER TO THE IRRIGATION CONTROLLER. ALL ELECTRICAL WORK SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR AND SHALL COMPLY TO ALL APPLICABLE PROVISIONS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND STATE AND LOCAL CODES AND REGULATIONS. 10. USE RAINBIRD PRESSURE COMPENSATING SCREENS TO PREVENT OVER SPRAY ONTO HARDSCAPE WITH 8 SERIES AND 10 SERIES VAN NOZZLES AND WITH ALL SPRAY NOZZLES WHERE RADIUS REDUCTION IS GREATER THAN 25% OF THAT STATED IN THE MANUFACTURER'S CATALOG FOR THE SPECIFIED OPERATING PRESSURE. CONFIRM EXACT PRESSURE COMPENSATING SCREEN REQUIRED BASED ON EFFECTIVE RADIUS REDUCTION. 1 1. CONTRACTOR IS RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANT MATERIAL. INSTALL ADDITIONAL HEADS OR ADJUST SPACING AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER. 12. MAIN LINE PIPE SIZE DOWNSTREAM OF LAST PIPE SIZE CALLOUT TO BE 1" PIPE (MAIN LINE PIPE SIZE DIAMETER NOT TO BE LESS THAN 1 "). LATERAL PIPE SIZE DOWNSTREAM OF LAST PIPE SIZE CALLOUT TO BE 3/4" PIPE (LATERAL PIPE SIZE DIAMETER NOT TO BE LESS THAN 3/4 "). 13. SEE DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. SECTION VIEW Q 8" DIAMETER PVC PIPE; LENGTH AS NEEDED © 3/4" CRUSHED ROCK; 6" MINIMUM DEPTH © GATE VALVE 2" AND SMALLER WITH BRONZE CROSS HANDLE. SEE SPECIFICATIONS. ® PVC SCHEDULE 40 OR CLASS 315 MAIN LINE AS PER PLANS Q PVC SCHEDULE 40 COUPLER Q PVC SCHEDULE 80 T.O.E. NIPPLE 0 1/4" GALVANIZED WIRE CLOTH Q WRAP ALL PVC PIPE EXPOSED TO CRUSHED ROCK WITH 2OMIL CORROSION RESISTANT TAPE. Q SAND BACKFILL; 6" ABOVE AND BELOW MAIN LINE NOTE: 1. GATE VALVES 2" AND SMALLER SHALL BE THREADED. 2. WHEN THE MAIN LINE IS TERMINATED AT THE VALVE, EXTEND MAIN LINE 48" BEYOND VALVE BOX AND CAP. Ql FINISH GRADE t SET TOP OF BOX ABOVE FINISH GRADE: EXTEND 4" \ 1/2" IN SEED, 1 -1 /2" IN SOD, 2-1/2" IN OUTSIDE PLANTER OR DECOMPOSED GRANITE. DIMENSIONS OF Q ALLOW 3" BETWEEN TOP OF THE INTERIOR ENCLOSURE VALVE BOX COVER AND PVC PIPE. 'Ih ® GREEN PLASTIC VALVE BOX WITH BOLT DOWN LOC -KIT; CARSON MODEL 910 OR APPROVED EQUAL SCALE: N.T.S. ISOLATION VALVE 3 © 10" DIAMETER PLASTIC VALVE BOX WITH BOLT DOWN LOC KIT. HEAT BRANDED QCV ON TOP L;E 1 7 MANUFACTURED TRIPLE SWING JOINT, KBI I 1 - MODEL TSA- 1000 -TT OR APPROVED EQUAL SECTION VIEW O FINISH GRADE Q2 SET TOP OF BOX ABOVE FINISH GRADE: 1/2" IN SEED 1 -1/2" IN SOD 2-1/2" IN PLANTER OR DECOMPOSED GRANITE Q3 QUICK COUPLING VALVE WITH LOCKING RUBBER COVER; INSTALL SO QUICK COUPLER KEY CLEARS VALVE BOX. ® SET VALVE BOX 12" FROM EDGE OF PLANTING AREA O CURB, HEADER OR PAVING WHERE APPLICABLE © PVC SCHEDULE 80 TEE 90 PVC CLASS 315 OR SCHEDULE 40 MAINLINE; SIZE PER PLAN Q 3/4" CRUSHED ROCK, 6" MINIMUM DEPTH 0 1/4" GALVANIZED WIRE CLOTH Q #8 (1" DIA.) X 30" REBAR; SECURE TO QUICK COUPLER VALVE WITH STAINLESS STEEL HOSE CLAMPS AND SCREWS (TYP. 2 PLCS.) Q SAND BACKFILL; 6" ABOVE AND BELOW MAIN LINE Q NATIVE SUBGRADE Q PVC SCHEDULE 80 NIPPLE; LENGTH AS NEEDED Q STAINLESS STEEL HOSE CLAMP WITH STAINLESS STEEL SCREWS (TYP. 2 PLCS.) NOTE: ALL NON "O" RING THREADED CONNECTIONS SHALL RECEIVE MIN. 3 WRAPS OF TEFLON TAPE. SCALE: N.T.S. EXTEND 4" BEYOND OUTSIDE DIMENSIONS G>_1 OF ENCLOSURE. g VARIES I-.- PLAN VIEW BACKFLOW PREVENTER O AUTOMATIC IRRIGATION CONTROLLER; EXTERIOR WALL MOUNT 02 PVC SCHEDULE 40 CONDUIT AND FITTINGS; SIZE PER PLAN O METAL CONDUIT (PER NATIONAL ELECTRICAL CODE) TO POWER SUPPLY Q FINISH GRADE Q SCHEDULE 40 PVC CONDUIT TO MAINLINE; SIZE PER PLAN © ELECTRICAL CONDUIT TO SOURCE. POWER I REQUIRED: 120 VAC, 60 Hz, 2 AMPS MAX. JUNCTION BOX (TYP. 2 PLCS.) ® 1/2" PVC SCHEDULE 40 CONDUIT FROM CONTROLLER TO EXTERIOR MOUNT JUNCTION BOX 9O WCS RAIN GUARD /FREEZE GUARD (WR2 SERIES WIRELESS RAIN SENSOR) INSTALL WITH 12" MOUNTING BRACKET AS PER MANUFACTURER'S SPECIFICATIONS. 1� BUILDING ROOF LINE 11 COMMON AND CONTROL WIRES 01 REDUCED BACKFLOW PREVENTER, WILKINS 975XL OR APPROVED EQUAL (SIZE PER PLANS) Q UNION (TYPICAL) 03 4" CONCRETE PAD: SET 2" ABOVE FINISH GRADE IN GROUNDCOVER OR DECOMPOSED GRANITE; 1" ABOVE FINISH GRADE IN TURF. ® FINISH GRADE Q PVC SCHEDULE 40 OR CLASS 315 MAINLINE, SIZE AND TYPE PER PLAN © WRAP ALL BURIED GALVANIZED WITH 2OMIL CORROSION PROTECTION TAPE. 07 PVC SCHEDULE 40 ADAPTER /BUSHING (MIPT X SLIP). ® STRONG BOX ENCLOSURE; SIZE AND MODEL PER PLAN Q SCHEDULE 40 GALVANIZED PIPE AND FITTINGS SCALE: N.T.S. FRONT VIEW NOTES: 1. COMMON AND CONTROL WIRE COLORS - SEE SPECIFICATIONS. 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND REMOTE CONTROL VALVE UNDER 500 FEET. 3. CONTROL WIRING (AWG.UF #14) SECURE TO TERMINAL STRIP PROVIDED IN ENCLOSURE. PROVIDE A PVC CONDUIT FOR WIRES. 4. GROUND CONTROLLER TO BUILDING AS PER N.E.C. REGULATIONS. Ds •. i - v Q oll SCALE: N.T.S. LANDSCAPE IRRIGATION NOTES & DETAILS QUICK COUPLER VALVE 4 CONTROLLER LE W S AE = 11 2 REVISIONS DATE DRAWN APPROVED PLANNNGAADBUILDING APPROVALS CI TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING NO. ® REPLACE 0 10 20 ' LANDSCAPE SHEETS 1I2Al 13 XAAI MELTON DESIGN GROUP RECOMMENDED APPROVED 1865 LANDSCAPE VULCAN CONDOS 1010-G )Of 1 0 r0 DA 309 WALL STREET DESIGN CHICO, CA 95926 530.899.1616 SCALE: 1 "= 10' -0" /� /� www.meltondg.com ar : ev : 1865 I/ULCAN AVENUE, fNCINITAS, CA 9 S►(MTURE DA7E DATE: DATE: 11711 CASE N0. 07 -004 DR TM CDP SHEET 7A OF 12 All "7 PVC SCHEDULE 40 LATERAL 0 LINE; PROVIDE 18" LENGTH A DOWNSTREAM OF VALVE PRIOR TO FIRST FITTING. PVC SCHEDULE 60 UNION, 5x5 FINISH GRADE 7 - �� �N-_ � _-1:w 1 1 = =1 I I=— E_ (TYP. :2 PLC5.) TOPSOIL 5ACKFILL, NO PARTICLES El I I r, EHI I IHEI 11 411 @ PVC SCHEDULE 40 ELBOW, 5x5 HIII E =1 I F9 I GREATER THAN I". COMPACT PER SPECIFICATIONS. -1 MI I M I EEI I 1=1 I lEd I 1— III — III —III E =1 1 1511 Q CONTROL AND COMMON WIRES. I F SIZE AS NEEDED, PROVIDE MIN. 50" COILED EXTRA. =1 I F-1 I 1= -ILL C MIN. T 51X INCHES SAND r OVER, E ABOVE MAINLINE 2 DTDO @ SCHEDULE 40 PVC NIPPLE; I I If T4�11- LENGTH AS REQUIRED ]HE 111 (3) PVC SCHEDULE 40 LATERAL LINE MI - = I I_ I I -_ -11 — III -1 1 LI �1_ -=I I El I 1>1 _,11, =Tr� @ PVC 50HEDULE 40 OR CLASS 515 -11 FiIII =1 I IE (j) ELECTRIC WIRES BUNDLED AND MAINLINE; 18" MINIMUM COVER. q) TAPED TO SIDE OF MAINLINE AT 10' (9 5/4" CRUSHED ROCK, DE FITH O.C. (INSTALL WIRES IN CONDUIT MINIMUM FROM CONTROLLER TO MAINLINE). SF-0710N VIEW (D CONCRETE CURB, WALK OR rm&E OF 1/2" X 46" PVC-IPS FLEX HOSE; INSTALL (9 PVC 5CHEDULE 50 TEE (5x5x5) PAVEMENT PER CIVIL PLAN PVC 12" MALE ADAPTER TO EACH END @ 12" FROM HARV50APE ELI 71 e op, As NEEDED To PROVIDE USING /WELD -ON P'70 PRIMER AND 27q5 FOR A MINIMUM 4" CLEARANCE r,>Ri\/ABLr= &RA55 MATS BY 501L BETWEEN PIPES. SOLVENT CEMENT FOR FLEXIBLE PIPE 1/4" GALVANIZED WIRE CLOTH PRESSURE COMPENSATING FINISH GRAD RETENTION (800) 546--Iqq5. INSTALL E PER MANUFACTURERS SPECIFICATIONS. OR APPROVED EQUAL. 111 e @ TAPE WIRE TO SIDE OF MAINLINE FROM BOTTOM or- TRENCH BUBBLER -SIZE AND TYPE PER 5" MINIMUM MULCH LAYER; (�) LEVELING LAYER; 2" MINIMUM 1/2" PVC SCHEDULE 40 MALE SECTION VIEW AT IO'O.C. PLAN. INSTALL 5" ABOVE ADAPTERS; INSTALL ON BOTH ENDS OF TYPER PER PLANTING PLAN SAND /ORGANIC MATTER PER PVC FLEX PIPE AS PER (D TRIM VALVE BOX To PROVIDE I" CLEARANCE SAND BACKFILL; 6" ABOVE AND LATERAL -12" MIN. COVER ROOTBALL. SHRUB PLANTINGS PEP, PLANTING MANUFACTURERS SPECIFICATIONS BELOW MAIN LINE 5 1/:2-- r5-pvc FLEXIBLE HOSE; 4 PLAN CLASS 11 AGGREGATE BASE PER CIVIL MANUFACTURER'S SPECIFICATIONS OVER PIPE. MAINLINE -15" MIN. COVER MAXIMUM LENGTH PLAN Pvc SCHEDULE 40 LATERAL; PIPE SIZE PVC 50HEDULE 80 T.O.E. NIPPLE NOTES: HE PVC LATERAL LINE; SIZE PER APPROVED BACKFILL AS PER PER IRRIGATION PLAN (5/4" MINIMUM REMOTE CONTROL VALVE; SIZE AND MODEL PER I. ALL SLIP FITTINGS TO BE 1=1 I * PVC SCHEDULE 40 MAINLINE PLAN PLANTING PLAN NATIVE 5UB&RADE OR APPROVED SIZE) PLAN PRIMED AND GLUED. 14,11 PVC SCHEDULE 40 FITTINC71/2" NATIVE 5uB&RAr,>E 5ACKFILL COMPACTED TO q5% 2. ONE VALVE PER BOX. #6 BARE COPPER TRACER WIRE RELATIVE DENSITY. @ Pvc SCHEDULE 40 SLEEVE; PIPE SIZE RECTANCjULAP, PLASTIC VALVE BOX; CARSON MODEL 5. IN57ALL MINIMUM OF 12" FROM SLIP x 1/2" MIFT SHRUB ROOT BALL TURF PER PLANTING LEGEND. PER IRRIGATION PLAN. INSTALL WITH 1220-4 OR 141q-B OR APPROVED EQUAL. SIZE AS STRUCTURES OR HARDSCAPE. @ NOTE: WATER RETENTION BERM AS ON SURFACE BArKFILL LAYER PER 24" COVER WHEN GROSSING BENEATH NEEDED TO ENCLOSE ENTIRE VALVE ASSEMBLY 4. INSTALL IN PLANTER BEDS SIDES OF TRENCH WILL BE DUG PLANTING PLANTING PLAN PLANTING PLAN AND MANUFACTURERS PAVEMENT, WALKS, WALLS, ETC. (2" LOCKING WATERPROOF WIRE CONNECTOR, MODELS WHERE POSSIBLE. SECTION '\/IF-N SQUARE AND CLEAN OF ALL SHARP SPECIFICATIONS MINIMUM SIZE) TKHP LV-41000, D5-400 OR APPROVED EQUAL 5. PLACE VALVE BOX AT RIGHT MATERIAL. POP-UP ROTATOR, MODEL PER @ UNDISTURBED suBaRADE FINISH GRADE ANGLES TO STRUCTURES OR IRRIGATION PLAN. INSTALL POP-UP &EoTEXTILE FABRIC PER, CIVIL PLAN SET TOP OF Box ABOVE FINISH GRADE: 1/2" IN HARD50APE. NOTE: ALONG EDGE OF DRIVABLE GRASS. 6. USE MIN. 5 WRAPS OF TEFLON I. "MAXIMUM LENGTH ON P5 FLEX HOSE. SET TOP OF SPRINKLER 1/4" ABOVE zaPED, 1-1/2" IN SOD, 2-1/2" IN PLANTER OR TAPE AT EACH THREADED 2. IN BUBBLERS ON UPHILL SIDE OF PLANT NOTE: CONTRACTOR SHALL BE ECOMP05ED GRANITE. CONNECTION. 5. LOCATE LER AT OUTER EDGE OF ROOT BALL FINAL GRADE OF LEVELING LAYER RESPONSIBLE TO COORDINATE Y411TH 000� OTHER TRADES AS NEEDED TO IN5T RRI&AITON SLEEVES, LATERAL SPRINKLERS IN 7 DRIVABLE 55 MAT AREAS SCALE: N.T.S. SCALE. N.T.S. SCALE: N.T.S. SCALE: N.T.S. 7RENr./HIN& -7 EUBBLER ON FLEX RISER 5 DRIVABLE 67R A55 5F ROL v F. 7 11 L E R 5 REMOTF. r.,,CNT AL\/ 4 1 J:2 ELECTRIC AIRES IN GRAY 50HE ROUND RECTAN&ULAR. VALVE 40 PVC CONDUIT. MINIMUM SIZE - PLAN VIEW 1=1 I IEI I E VALVE BOX BOX OR AS NEEDED II LEI I la I NOT TO SCALE WIDTH AS NEEDED T OVIDE A 1:211 1:211 1:211 MINIMUM 4" HO TAL CLEARANCE BETWEEN W, 5ACKFILL: II EAT H VEHICULAR PAVEMENT: -COMPACTED CLA55 11 AGGREGATE 0 DEPTH AND COMPACTION PER 12" TYPICAL ENGINEER'S PLANS BENEATH NON-VEHICULAR PAVEMENT: -NATIVE 517E SOIL, COMPACTED TO ELIMINATE SETTLING, q55K RELATIVE DENSITY "N, YVNL_N, FENCE, CURB, BU MAINLINE 5LEEVINC7- PVC ( -III= FE EDGE OF LA BUILDING, ETC. SCHEDULE 40 PIPE, SIZE PER PLAN El -11 11 I Ei, TOP VIEW -11 IMI I III 'IF =111 M I I 5 LATERAL 5LFE\,IlNry - PVC ill-- -111 = - 50HEDULE 40 PIPE, SIZE PER PLAN dl- .......... ............ r I. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO 611 ..... ...... VALVE. FACILITATE SERVICING El ii DULE 40 OR CLASS SERVICING Pvc 5cHr MAINLINE SECTION VIEYi 1 (D FINISH GRADE RAINBIRD 5NINC7 ASSEMBLY: 2. SET REMOTE CONTROL VALVE AND VALVE BOX ASSEMBLY IN PVC SCHEDULE 40 LATERAL LINE NO TO SCALE 1 Ill Ill—Iit 1111 — SA-6050, OR APPROVED EQUAL 111 GROUND COVER/SHRUB AREA WHERE POSSIBLE. I I i- r SET TOP OF SPRINKLER ABOVE (ID PAVEMENT 5U5C7RAVE- AS PER FINISH GRADE: . ............... ENGINEERS PLANS PVC SCHEDULE 40 LATERAL PIPE 5. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO 1/2" IN SEED EDGE OF LAWN, WALK, FENCE, CURB, BUILDING, ETC. SLEEVINS,24" MINIMUM COVER 1-1/2" IN SOD PVC SCHEDULE 40 FITTING, SL x TH BENEATH PAVING @ BUBBLER; MANUFACTURER AND MODEL PER INSTALL LATERAL A MINIMUM OF 4- FROM 2-1/2" IN PLANTER OR 4. AVOID HEAVILY COMPACTING 501L AROUND VALVE BOXES TO PL (g :2,, DETECTABLE TAPE, INSTALL ALONG IRRIGATION PLAN (TYPICAL 2 PLACES), TREE ROOT BALL DECOMPOSED GRANITE PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. MAIN LINE ROUTE PER, MANUFACTURER'S INSTALL BUBBLER USING FLEXIBLE SWING PVC SCHEDULE 40 LATERAL (TYPICAL :2 SPACING FROM HARD50APE: I" MIN., 2" SECTION VIEW SPECIFICATIONS. MODEL PER PLAN PIPE, BARBED FITTINC75 AND UVR FITTINGS PLACES; INSTALL LATERAL A MINIMUM OF 4' WHEN ABOVE GROUND FROM TREE ROOT BALL MAX. INSTALL FLUSH WITH ADJACENT 5. INSTALL VALVE BOX EXTENSION BY VALVE BOX MANUFACTURER (D FINISH GRADE HARD5CAPE AND PERPENDICULAR TO AS REQUIRED TO COMPLETELY ENCLOSE VALVE ASSEMBLY. NOTE: TREE (SEE PLANTING PLAN) 5" MINIMUM LAYER MULCH; MULCH TYPE GRADE. ILZ (2) VEHICULAR OR PEDESTRIAN PAVING I. SIDES OF TRENCH WILL BE DUG @) FINISH PLANTER GRADE PER PLANTING PLAN SAND BACKFILL WITH 6" COVER SQUARE AND CLEAN OF ALL SHARP ® TREE ROOT BALL E) 4"-b" COVER OF 5KN& PIPE AS IT CIRCLES TOP OF MULCH ABOVE PIPE AND b" BELOW PIPE MATERIAL. @) 1/2" FLEXIBLE SWING PIPE, RAIN BIRD SPX TREE EDGE OF PAVING OR FACE OF WALL SERIES OR APPROVED EQUAL (TYPICAL 2 W VINYL COATED TIE -DOWN STAKE; STAKE POP-UP SPRAY SPRINKLER: SIZE PLACES); INSTALL FROM LATERAL TO AT EMITTER, MANIFOLD AND AT AND MODEL PER PLANS .. i' EMITTER MANIFOLD BY SNAKING AROUND S' INTERVALS ALONG SWING PIPE LENGTH EXP. DA 1-10 TREE. PROVIDE A MINIMUM OF 6' OF UNDISTURBED 5u5sRADE TUBING INSTALLED 4"-6" BELOW GRADE APPROVED EACKFILL PER PLANTING PLAN TO ALLOW RELOCATION OF EMITTER MANIFOLD AS TREE MATURES. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. VALVE E30X LAYOUT a 17RENCHIN6 BENEATH FAVEMEN7 6 TREE 5IJ55LER f=Of=-Uf= SFRINKLER 2 REVISIONS DATE DRAWN APPROVED PLAANING AA19 BUILDING APPROVALS CI TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING NO. 011TY eMN.01111 w . v . m 0119, 10 to - T� c� ENTS Mde erm mm,.Al _11 - I N. LAND IMAGE RECOMMENDED APPROVED LANDSCAPE PLANS FOR ocLcrre� smasgr LANDSCAPE ARCHITECTS & PLANNERS 1865 VULCAN CONDOS L-2.3 627 BROADWAY, CHICO, CALIFORNIA 95928 BY: 1v11Ajw,_ BY 1865 VULCAN AVENUE, ENCINITAS, CA PHONE: (530) 899-1913 /FAX: (530) 899-1920 DALE DATE: 5�7!71jpq DATE CASE NO. 07-004 DR W COP SHEET 8 OF 12 C U SECTION VIEW TRENCHING 01 FINISH GRADE © TOPSOIL BACKFILL, NO PARTICLES GREATER THAN I". COMPACT PER SPECIFICATIONS. Q3 SIX INCHES SAND FILL COVER, ABOVE MAINLINE ® PVC SCHEDULE 40 LATERAL LINE 0 ELECTRIC AIRES BUNDLED AND TAPED TO SIDE OF MAINLINE AT 10' O.G. (INSTALL WIRES IN CONDUIT FROM CONTROLLER TO MAINLINE). © 6" OR AS NEEDED TO PROVIDE FOR A MINIMUM 4" CLEARANCE BETWEEN PIPES. Q7 6" FROM BOTTOM OF TRENCH ® LATERAL -12" MIN. COVER 09 MAINLINE -16" MIN. COVER 1@ PVC SCHEDULE 40 MAINLINE Q ft BARE COPPER TRACER WIRE REVISIONS DATE DRAWN I APPROVED REPLACE ? 2q LANDSCAPE SHEETS / / 3 / !� • AVM NOTE: SIDES OF TRENCH WILL BE DUG SQUARE AND CLEAN OF ALL SHARP MATERIAL. SCALE: N.T.S. 7 E:1 SECTION VIEW 01 PRESSURE COMPENSATING BUBBLER - SIZE AND TYPE PER PLAN. INSTALL 3" ABOVE ROOTBALL. Q 1/2" IPS -PVC FLEXIBLE HOSE; 48" MAXIMUM LENGTH Q PVC LATERAL LINE; SIZE PER PLAN ® PVC SCHEDULE 40 FITTING 1 /2" SLIP © x 1/2" MIPT WATER RETENTION BERM AS PER PLANTING PLAN © FINISH GRADE © 3" MINIMUM MULCH LAYER; TYPE PER PLANTING PLAN ® SHRUB PLANTINGS PER PLANTING PLAN Qq APPROVED BACKFILL AS PER PLANTING PLAN NATIVE SUBGRADE SHRUB ROOT BALL NOTE: 1.48" MAXIMUM LENGTH ON IPS FLEX HOSE. 2. INSTALL BUBBLERS ON UPHILL SIDE OF PLANT 3. LOCATE BUBBLER AT OUTER EDGE OF ROOT BALL BUBBLER ON FLEX RISER SECTION VIEW 1Q FINISH GRADE 02 VEHICULAR OR PEDESTRIAN PAVING Q SAND BACKFILL WITH 6" COVER ABOVE PIPE AND 6" BELOW PIPE SCALE: N.T.S. p Q4 ELECTRIC WIRES IN GRAY SCHEDULE 40 PVC CONDUIT. MINIMUM SIZE - 2" OR AS NEEDED (a ) WIDTH AS NEEDED TO PROVIDE A MINIMUM 4" HORIZONTAL CLEARANCE BETWEEN PIPES. © TRENCH BACKFILL: BENEATH VEHICULAR PAVEMENT: - COMPACTED CLASS 11 AGGREGATE DEPTH AND COMPACTION PER ENGINEER'S PLANS BENEATH NON - VEHICULAR PAVEMENT: - NATIVE SITE SOIL, COMPACTED TO ELIMINATE SETTLING, 95% RELATIVE DENSITY O7 MAINLINE SLEEVING- PVC SCHEDULE 40 PIPE, SIZE PER PLAN ® LATERAL SLEEVING - PVC SCHEDULE 40 PIPE, SIZE PER PLAN 0 PVC SCHEDULE 40 OR CLASS 315 MAINLINE ® PVC SCHEDULE 40 LATERAL LINE Q PAVEMENT SUBGRADE- AS PER ENGINEER'S PLANS © SLEEVING, 24" MINIMUM COVER BENEATH PAVING © 2" DETECTABLE TAPE, INSTALL ALONG MAIN LINE ROUTE PER MANUFACTURER'S SPECIFICATIONS. MODEL PER PLAN NOTE; 1. SIDES OF TRENCH WILL BE DUG SQUARE AND CLEAN OF ALL SHARP MATERIAL. TRENCHING BENEATH PAVEMENT J SCALE: N.T.S. ROUND VALVE BOX DCrTAkl3ULAD VALVE BOX 12" TYPICAL `EDGE OF LAWN, WALK, FENCE, CURB, BUILDING, ETC. J TOP VIEW 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO FACILITATE SERVICING VALVE. 2. SET REMOTE CONTROL VALVE AND VALVE BOX ASSEMBLY IN GROUND COVER /SHRUB AREA WHERE POSSIBLE. 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CURB, BUILDING, ETC. 4. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX SIDES. 5. INSTALL VALVE BOX EXTENSION BY VALVE BOX MANUFACTURER AS REQUIRED TO COMPLETELY ENCLOSE VALVE ASSEMBLY. VALVE BOX LAYOUT SECTION VIEW NOT TO SCALE SCALE: N.T.S. 3 Ol BUBBLER; MANUFACTURER AND MODEL PER IRRIGATION O6 INSTALL LATERAL A MINIMUM OF 4' FROM TREE ROOT PLAN (TYPICAL 2 PLACES), INSTALL BUBBLER USING BALL FLEXIBLE SWING PIPE, BARBED FITTINGS AND UVR O PVC SCHEDULE 40 LATERAL (TYPICAL 2 PLACES; INSTALL FITTINGS WHEN ABOVE GROUND LATERAL A MINIMUM OF 4' FROM TREE ROOT BALL O TREE (SEE PLANTING PLAN) O 3" MINIMUM LAYER MULCH; MULCH TYPE PER 3 FINISH PLANTER GRADE 12" FROM HARDSCAPE PLANTING PLAN J TREE ROOT BALL qU 4 " -6" COVER OF SWING PIPE AS IT CIRCLES TREE O 1/2" FLEXIBLE SWING PIPE, RAIN BIRD SPX SERIES OR 0 9" VINYL COATED TIE -DOWN STAKE; STAKE AT EMITTER RECTANGULAR PLASTIC VALVE BOX; CARSON MODEL APPROVED EQUAL (TYPICAL 2 PLACES); INSTALL FROM 1220 -4 OR 1419 -B OR APPROVED EQUAL. SIZE AS 3. INSTALL MINIMUM OF 12" FROM LATERAL TO EMITTER MANIFOLD BY SNAKING NEEDED TO ENCLOSE ENTIRE VALVE ASSEMBLY MANIFOLD AND AT AROUND TREE. PROVIDE A MINIMUM OF 6' OF 4. INSTALL IN PLANTER BEDS WHERE T INTERVALS ALONG SWING PIPE LENGTH LOCKING WATERPROOF WIRE CONNECTOR, MODELS TKHP TUBING INSTALLED 4 " -6" BELOW GRADE TO ALLOW 1 1 UNDISTURBED SUBGRADE 5. PLACE VALVE BOX AT RIGHT RELOCATION OF EMITTER MANIFOLD AS TREE 12 APPROVED BACKFILL PER PLANTING PLAN Q MATURES. HARDSCAPE. 6 TREE BUBBLER PLAWNG AAD BUILDING RECOMMENDED APPROVALS APPROVED BY: BY: DATE : DATE SCALE: N.T.S. 1 O PVC SCHEDULE 40 LATERAL LINE; PROVIDE 18" LENGTH DOWNSTREAM OF VALVE PRIOR TO FIRST FITTING. 6 O PVC SCHEDULE 80 UNION, SxS _ 12 (TYP. 2 PLCS.) 9 5 1 — 1® PVC SCHEDULE 40 ELBOW, SxS 1 1 11 CONTROL AND COMMON WIRES. SIZE 18" AS NEEDED, PROVIDE MIN. 30" COILED MIN. EXTRA. O ( 1© SCHEDULE 40 PVC NIPPLE; LENGTH AS REQUIRED PVC SCHEDULE 40 OR CLASS 315 MAINLINE; 18" MINIMUM COVER. 11 G 3/4" CRUSHED ROCK, 6" DEPTH oli - SECTION VIEW 0 TRIM VALVE BOX TO PROVIDE 1" CLEARANCE OVER PIPE. MINIMUM Q PVC SCHEDULE 80 TEE (SxSxS) l� 12" FROM HARDSCAPE 1� 1© 1/4" GALVANIZED WIRE CLOTH O3 18 TAPE WIRE TO SIDE OF MAINLINE AT 10' O.C. 0 TRIM VALVE BOX TO PROVIDE 1" CLEARANCE OVER PIPE. 19 SAND BACKFILL; 6" ABOVE AND BELOW MAIN LINE Q PVC SCHEDULE 80 T.O.E. NIPPLE NOTES: O3 REMOTE CONTROL VALVE; SIZE AND MODEL PER PLAN 1. ALL SLIP FITTINGS TO BE PRIMED AND GLUED. Q RECTANGULAR PLASTIC VALVE BOX; CARSON MODEL 2. ONE VALVE PER BOX. 1220 -4 OR 1419 -B OR APPROVED EQUAL. SIZE AS 3. INSTALL MINIMUM OF 12" FROM NEEDED TO ENCLOSE ENTIRE VALVE ASSEMBLY STRUCTURES OR HARDSCAPE. 4. INSTALL IN PLANTER BEDS WHERE (D LOCKING WATERPROOF WIRE CONNECTOR, MODELS TKHP POSSIBLE. LV -9000, DS -400 OR APPROVED EQUAL 5. PLACE VALVE BOX AT RIGHT © FINISH GRADE ANGLES TO STRUCTURES OR Q SET TOP OF BOX ABOVE FINISH GRADE: 1/2" IN SEED, 1 -1 /2" IN HARDSCAPE. 6. USE MIN. 3 WRAPS TEFLON SOD, 2-1/2" IN PLANTER OR DECOMPOSED GRANITE. TAPE AT EACH THREADED E D CONNECTION. REMOTE CONTROL VALVE me (11 FINISH GRADE O SET TOP OF SPRINKLER ABOVE FINISH GRADE: 1/2" IN SEED 1 -1 /2" IN SOD 2-1/2" IN PLANTER OR DECOMPOSED GRANITE (2) SPACING FROM HARDSCAPE: 1" MIN., 2" MAX. INSTALL FLUSH WITH ADJACENT HARDSCAPE AND PERPENDICULAR TO GRADE. ® TOP OF MULCH QS EDGE OF PAVING OR FACE OF WALL © POP -UP SPRAY SPRINKLER: SIZE AND MODEL PER PLANS SCALE: N.T.S. 07 RAINBIRD SWING ASSEMBLY: SA -6050, OR APPROVED EQUAL ® PVC SCHEDULE 40 LATERAL PIPE O9 PVC SCHEDULE 40 FITTING, SL x TH SCALE: N.T.S. 4 POP -UP SPRINKLER Co SHEET 2 Cl TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING NO. LANDSCAPE PLANS FOR: 1865 VULCAN CONDOS 1010-G /vi /V1 1865 VULCAN AVENUE, ENCINI TAS, CA 71201.1 1-;- I CASE NO. 07 -004 DR TM CDP SHEET 8A OF 12 / * o e o 0 2 3 2 -- 5-17 5 -6 5 -13 G -1 5 -6 T -5 5 -14 5 -6 6 -1 rr O T -3 soup m • ME 0 e� �5 -IF 4 T -2 2 5 -13 (E) TREES TO REMAIN. (TYPICAL) o+ 1 5 I 45-6 5 -6 T -5 t Ij S -17 U O 0 O O O FL,z! \NT LIST 5YM130L BOTANICAL NAME /GOMMON NAME 51ZE QTY REMARK5 DETAIL TREE5 T -1 ARCHONTOPHOENIX CUNNIN6HAMIANA 15 GAL 8 I/L -5.2 KING PALM T -2 EUCALYPTUS SIDEROXYLON 15 GAL 5 STANDARD I /L -5.1 RED IRONBARK EUCALYPTUS T -3 5YA6RU5 ROMANZOFFIANUM 15 GAL 4 I/L -5.2 QUEEN PALM T -4 CITRUS TREES (I) 'VALENCIA' ORANGE TREE 15 6AL I STANDARD I /L -5.1 (1) 'IMPROVED MEYER' LEMON TREE 15 GAL I STANDARD I /L -5.1 (1) 'BEARSS' LIME TREE 15 GAL I STANDARD I /L -5.1 (1) 'DANGY' MANDARINE TREE 15 GAL I STANDARD I/L -5.1 T -5 BUTIA GAPITATA 15 GAL 3 I/L -52 PINDO PALM 5HRUB5 5-1 NOT USED -- -- -- -- 5 -2 EUPHORBIA LAMB1I 5 GAL I STANDARD 2/L-5.1 TALL CHARTREUSE SPURGE 5-3 HELIGTOT RIGHON 5EMPERVIREN5 I GAL 12 STANDARD 2/L -5.1 BLUE OAT 6RA55 5-4 HEUGHERA DOLGE 'KEY LIME PIE' 1 6AL Cl STANDARD 2/L -5.1 CORAL BELLS 5 -5 HEUGHERA X 'PLUM PUDDING' I GAL. II STANDARD 2/L -5.1 CORAL BELLS 5-6 LANTANA 'IRENE' 1 6AL. 10 STANDARD 2/L -5.1 COMPACT LANTANA 5-7 LEUGADENDRON 5AL16NUM 'CHIEF' I GAL. 3 STANDARD 2/L -5.1 SILVER TREE 5 -8 MUHLENBER51A R16ENS I GAL. 7 STANDARD 2/L -5.1 DEER 6RA55 5-Cl PENN15ETUM ALOPECUROIDES 'HAMELN' I GAL. 27 STANDARD 2/L -5.1 FOUNTAIN 6RA55 5 -10 PHORMIUM TENAX 'TOM THUMB' 16A 16 STANDARD 2/L -5.1 TOM THUMB FLAX 5 -11 P5IDIUM GATTLEIANUM 5 6AL. 6 STANDARD 2/L -5.1 STRAWBERRY GUAVA 5 -12 SEDUM H15PONICUM 'PURPU I GAL. e STANDARD 2/L -5.1 5TONEGROP 5 -13 STRELITZIA 1 5 6AL. 5 STANDARD 2/L -5.1 of -1 GIANT OF PARADISE LITZIA RE6INAE I GAL. 14 STANDARD 2/L -5.1 I BIRD OF PARADISE 5 -15 FICUS BINNENDIJKII 'ALIT' 5 GAL 5 COLUMN 2/L -5.1 NARROW LEAF FIG -I6 GAREX BARBARAE I GAL 34 STANDARD 2/L -5.1 SANTA BARBARA SEDGE 5 -17 CA5IA PLUMBEA 5 6AL 2 STANDARD 2/L -5.1 ELE EAR GROUND GOVER 6 -1 FRA6ARIA 'PINK PANDA' I GAL PER PLANT 24" O.G. 4/L -5.1 PINK PANDA STRAWBERRY AREA 6 -2 FUCHSIA AU5TROMONTANA 'AUTUMNALE' I GAL PER PLANT 18" O.G. 4/L -5.1 AUTUMN FUCHSIA AREA 6 -3 TURF S PER DWARF TURF TYPE FESCUE REA 6 -4 TURF - 6RA55 CELL PAVERS SEED P DWARF TURF TYPE FESCUE AREA VINES V -I BOUGAINVILLEA 'SAN DIE60 RED' I GAL. 6 TRAIN ONTO FENCE WITH STAKES. SEE 3/L -5.1 BOU6AINVILLEA DETAIL 4, SHEET L -2.1 5YMBOL5 33 PLANT QUANTITY 5 -IS PLANT TYPE FLANT N-) NOTES I. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. ALL PLANT MATERIAL 15 TO BE CHECKED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NO SUBSTITUTIONS FOR PLANT MATERIAL WILL BE ALLOWED UNLE55 PRIOR ARRAN6EMENT5 HAVE BEEN APPROVED BY LANDSCAPE ARCHITECT. IN THE EVENT OF PLANT MATERIAL UNAVAILABILITY, CONTACT LANDSCAPE ARCHITECT FOR ALTERNATIVE SOURCES OR APPROVED SPECIES SUBSTITUTION. 3. INSTALL ARBOR GUARDS ON ALL TREES IN TURF AREAS. 4. BURN OUT 50D WITHIN 18" DIAMETER CIRCLE AT BASE OF ALL TREES IN TURF AREAS. INSTALL A 2" LAYER WALK -ON BARK MULCH WITHIN TREE CIRCLE. 5. PLANT QUANTITIES ARE FOR CONVENIENCE OF THE CONTRACTOR. CONTRACTOR TO CONFIRM EXACT NUMBER. 6. PLACE A6RIFORM FERTILIZER TABLETS OR EQUAL A MAXIMUM OF 2" BELOW FINISH GRADE; 5 PER 15 6AL. TREE, 3 PER 5 6AL. TREE OR SHRUB, 2 PER 1 6AL. SHRUB. T TREE STAKES ARE TO BE PLACED PERPINDIGULAR TO PREVAILING WINDS. REMOVE NURSERY STAKES, REPLACE WITH STAKES PER DETAIL. TREE TIES SHALL BE GINGH -TIE OR EQUAL. 8. PLACE 2" WALK -ON BARK MULCH IN ALL SHRUB AND 6ROUNDGOVER AREAS, UNLE55 OTHERWISE NOTED. 9. REFER TO PLANS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 800- 227 -2600 Call 2 Full Working Days In Advance REVISIONS DATE DRAWN APPROVED ®� PLAW�IINGAI�BUILDING APPROVALS CI TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING NO. _ _ LAND IMAGE �a O 10 20 RECOMMENDED APPROVED LANDSCAPE PLAN FOR : IO %O - G ev oM 06L ere N f jjz,1j 13 LANDSCAPE ARCHITECTS & PLANNERS 1865 VULCAN CONDOS L-3.1 Lm U 627 BROADWAY, CHICO, CALIFORNIA 95928 n _ i u PHONE: (530) 899 -1913 /FAX: (530) 899 -1920 z' SGA�LE: I"= 10'-011 nA� BY: /11•/1/1 BY: b1'l• 1865 INLCAN AVENUE, ENCINITAS, CA DATE : $T� %. - I _ 7 2 9 _ CASE N0, 07-004 DR / TM / CDP SHEET 9 OF 12 T -1 1 V-1 6 S -4 , 14 RUN TWO ROWS OF 8" CABLE I f ° 2" APART, STARTING 6" BELOWI \ �- TOP OF FENCE FOR VINE. E1[i1 /IIIIIIIIIIIIINi v 3 T -3 O 2 S -14 2 S -4 5 -16 S -14 5 -10 // \\ S -3 / / \ S -11 / / \ 5 -14 / / \ T -1 S -3 1 �/ S -10 w TS2 S 4 5 1 S-12 OUT RUN TWO ROWS OF 8" CABLE 2" APART, STARTING 6" BELOV TOP OF FENCE FOR VINE. S -15 6 S -15 S -9 2 S -15 3 \ S-b (ift 3 2 G -1 S -14 S -6 G- REVISIONS DATE DRAWN APPROVED REPLACE LANDSCAPE SHEETS -712q /I3 MELTON DESIGN GROUP V L I I •/3 309 WALL STREET 0 E SIGN CHICO, CA 95926 530.899.1616 www.meltondg.com S -14 5 S -6 4 V -2 9 S -5 1 S -8 Es, 1 5 -14 ET3 D21 S -16 DS -1 2 D_2 D_2 ET21 S 14 E18 1 V -1 S-9 RUN TWO ROWS OF 8' CABLE 2" APART, STARTING 6" BELOV TOP OF FENCE FOR VINE. S -16 S -13 (E) TREES TO _ REMAIN. (TYPICAL) � I _ 1 G -1 S -17 <n 09 0 Q O 77 1 O O O O PLANT LIST SYMBOL BOTANICAL NAME /COMMON NAME SIZE QTY REMARKS DETAIL TREES T -1 ARCHONTOPHOENIX CUNNINGHAMIANA 15 GAL 6 2/ 12A KING PALM T-2 EUCALYPTUS SIDEROXYLON 24" BOX 3 STANDARD 1/11A RED IRONBARK EUCALYPTUS T -3 SYAGRUS ROMANZOFFIANUM 15 GAL 4 2/ 12A QUEEN PALM T -4 CITRUS TREES (1) 'VALENCIA' ORANGE TREE 15 GAL 1 STANDARD 1/11A (1) 'IMPROVED MEYER' LEMON TREE 15 GAL 1 STANDARD 11/111A (1) 'BEARSS' LIME TREE 15 GAL 1 STANDARD 1 / 1 1 A (1)'DANCY' MANDARINE TREE 15 GAL 1 STANDARD 1/11A T -5 BUTIA CAPITATA 15 GAL 3 2/ 12A PINDO PALM SHRUBS S -1 COLOCASIA ESCUENTA'BLACK MAGIC' 5 GAL 5 STANDARD 2/ 1 1 A ELEPHANT'S EAR 5-2 EUPHORBIA LAMBII 5 GAL 1 STANDARD 2/ 11 A TALL CHARTREUSE SPURGE S -3 HERMOCALLIS ' FRANS HALS' 1 GAL 28 STANDARD 2/ 1 1A FRANS HAILS DAYLILY S -4 HEUCHERA DOLCE 'KEY LIME PIE' 1 GAL 8 STANDARD 2/ 1 IA CORAL BELLS S -5 HEUCHERA X'PLUM PUDDING' 1 GAL. 14 STANDARD 2/ 11A CORAL BELLS S -6 LANTANA'IRENE' 1 GAL. 12 STANDARD 2/ 11A COMPACT LANTANA 5-7 LEUCADENDRON SALIGNUM'CHIEF' 1 GAL. 1 STANDARD 2/ 11A SILVER TREE S -8 GARDENIA JASMINOIDS "HEITCHII" 5 GAL, 3 STANDARD 2/ 1 1 A GARDENIA S -9 JUNCUS PATENS 5 GAL 33 STANDARD 2/ 11A SPREADING RUSH S -10 CORDYLINE HYBRID 5 GAL. 18 STANDARD 2/11A PURPLE CORDYLINE S-11 PSIDIUM CATTLEIANUM 5 GAL. 6 STANDARD 2/11A STRAWBERRY GUAVA S -12 SEDUM HISPONICUM'PURPUREUM' 1GAL. 17 STANDARD 2 /11A STONECROP S -13 STRELITZIANICOLAI 5 GAL. 4 STANDARD 2/11A GIANT BIRD OF PARADISE S -14 STRELITZIA REGINAE 1 GAL. 22 STANDARD 2/ 1 lA BIRD OF PARADISE 5 -15 FICUS BINNENDIJKII'ALII' 5 GAL 5 COLUMN 2/11A NARROW LEAF FIG S -16 CAREX BARBARAE 1 GAL 52 STANDARD 2/11A SANTA BARBARA SEDGE S -17 ALOCASIA PLUMBEA 5 GAL 2 STANDARD 2/ 1 lA ELEPHANT'S EAR GROUND COVER G -1 FRAGARIA 'PINK PANDA' 1 GAL PER PLANT 24" O.C. 4/ 1 1 A PINK PANDA STRAWBERRY AREA G -2 FUCHSIA AUSTROMONTANA'AUTUMNALE' 1 GAL PER PLANT 18" O.C. 4/L 11A AUTUMN FUCHSIA AREA G -3 TURF SOD PER DWARF TURF TYPE FESCUE AREA G -4 TURF - GRASS CELL PAVERS SEED PER DWARF TURF TYPE FESCUE AREA G -5 SEDUM RUPESTRE 'ANGELINA' 1 GAL. 6 TRAIN ONTO FENCE WITH STAKES. SEE DETAIL 4, SHEET 4/ 1 1 A STONE ORPINE L -2.1 VINES V -1 BOUGAINVILLEA'SAN DIEGO RED' 1 GAL. 5 TRAIN ONTO FENCE WITH STAKES. SEE DETAIL 4, SHEET 3/11A BOUGAINVILLEA L -2.1 V -2 FICUS PUMILA'MINIMA' 1 GAL. 4 TRAIN ONTO FENCE WITH STAKES. SEE DETAIL 4, SHEET 3/11A DWARF CREEPING FIG L -2.1 SYMBOLS 33 PLANT QUANTITY 5-18 PLANT TYPE PLANTING NOTES I. VERIFY EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. ALL PLANT MATERIAL IS TO BE CHECKED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NO SUBSTITUTIONS FOR PLANT MATERIAL WILL BE ALLOWED UNLESS PRIOR ARRANGEMENTS HAVE BEEN APPROVED BY LANDSCAPE ARCHITECT. IN THE EVENT OF PLANT MATERIAL UNAVAILABILITY, CONTACT LANDSCAPE ARCHITECT FOR ALTERNATIVE SOURCES OR APPROVED SPECIES SUBSTITUTION. 3. INSTALL ARBOR GUARDS ON ALL TREES IN TURF AREAS. 4. BURN OUT SOD WITHIN 18" DIAMETER CIRCLE AT BASE OF ALL TREES IN TURF AREAS. INSTALL A 2" LAYER WALK -ON BARK MULCH WITHIN TREE CIRCLE. 5. PLANT QUANTITIES ARE FOR CONVENIENCE OF THE CONTRACTOR. CONTRACTOR TO CONFIRM EXACT NUMBER. 6. PLACE AGRIFORM FERTILIZER TABLETS OR EQUAL A MAXIMUM OF 2" BELOW FINISH GRADE; 5 PER 15 GAL, TREE, 3 PER 5 GAL. TREE OR SHRUB, 2 PER 1 GAL. SHRUB. 7. TREE STAKES ARE TO BE PLACED PERPENDICULAR TO PREVAILING WINDS. REMOVE NURSERY STAKES, REPLACE WITH STAKES PER DETAIL. TREE TIES SHALL BE CINCH -TIE OR EQUAL. B. PLACE 2" WALK -ON BARK MULCH IN ALL SHRUB AND GROUNDCOVER AREAS, UNLESS OTHERWISE NOTED. 9. REFER TO PLANS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 0 10 20 PLANNING AND BUILDING APPROVALS RECOMMENDED APPROVED 4 2 SCALE: 1 "= 10' -0" BY: BY: 901MATURE DAZE DATE : OATE : LANDSCAPE PLAN FOR : 1865 VULCAN CONDOS 1865 VULCAN AVENUE, ENCINITAS, CA 800-227 -2600 Call 2 Full Working Days In Advance /vif in L - i al ENGINEERING DEPARTMENT DRAWING N0, 1010 -G CASE NO 07 -004 DR TM Z CDP SHEET 9A OF 12 SYMBOL DESGRIPTION MFC71R MODEL FINISH LAMP WATTAGE \/OLTAGE REMARKS OO TREE UPLIGHT HADCO 14 BRONZE PAR 55 SPOT 50 W 120 V INSTALL PER MANUFACTURERS RECOMENDATION5. RA BOLLARD PATH LIGHT HADCO RL72 BRONZE A -Iq 100 iM 120 V INSTALL PER MANUFACTURERS RECOMENDATION5. SWITCH 120 V INSTALL PER LOCAL BUILDING AND ELEGTIGAL CODE 120 V. WIRE IN 1/2" CONDUIT 120 V INSTALL PER LOCAL BUILDING AND ELEGTIGAL CODE PHOTOCELL INSTALL PER LOCAL BUILDING AND ELEGTIGAL CODE INTERMATIG TIMER INSTALL PER LOCAL BUILDING AND ELEGTIGAL CODE REVI SI ONS I DATE I DRAWN I APPROVED a 5GALE: I "= 10' -O" PLAMVING AND APPROVALS RECOMMENDED APPROVED &A I-a0 ` BY BY DA 1E DATE: S! 27 / 04 DATE IN — I GIRGUIT DESGRIPTION A 120v BOLLARDS B FRONT UPLIGHTS G BACK UPLIGHTS LANDSCAPE PLAN FOR: 1865 VULCAN CONDOS 1865 WLCAN AVENUE, ENCINI TAS, CA 800 *227 -2600 Call 2 Full Working Bays In Advance ENGINEERING DEPARTMENT 11", 7P1t�11GII/I! /It�LMR U 91GNAT"R@ DRAWING NO. 10 /0 - cv- L-4.1 SHEET 10 OF 12 LIGHTING LEGEND SYMBOL DESCRIPTION MFG'R MODEL FINISH LAMP WATTAGE VOLTAGE REMARKS OO TREE UPLIGHT FX LUMINAIRE NP -B2 BRONZE 3 LED 4.5 W 10 -15 V INSTALL PER MANUFACTURERS MATALIC RECOMENDATIONS. P� BOLLARD PATH LIGHT HADCO RL72 BRONZE A -19 100W 120 V INSTALL PER MANUFACTURERS RECOMENDATIONS. SWITCH 120 V INSTALL PER LOCAL BUILDING AND ELECTICAL CODE 120 V. WIRE IN 1/2" CONDUIT 120 V INSTALL PER LOCAL BUILDING AND ELECTICAL CODE PHOTOCELL INSTALL PER LOCAL BUILDING AND ELECTICAL CODE FX LUMINAIRE FX LUMINAIRE LX 150 PAINT GREY 150 W INSTALL PER LOCAL BUILDING -' LX TRANSFORMER AND ELECTICAL CODE LIGHTING NOTES 1. VERIFY EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO THE START OF WORK. 2. THIS DRAWING IS DIAGRAMMATIC, LIGHTING COMPONENTS SHOWN BENEATH PAVING OR PLANTINGS IS FOR GRAPHIC CLARITY ONLY. RUN ALL WIRING IN ELECTRICAL CONDUIT AND IN JOINT TRENCHES WHERE FEASIBLE AND TAPE TO PIPING AT 20' ON CENTER REFER TO IRRIGATION PLAN. 3. PROVIDE AS -BUILT DRAWINGS TO OWNER FOR WIRING PATHS. A. CONTRACTOR IS RESPONSIBLE TO COORDINATE HIS WORK WITH THE WORK OF OTHERS 5. RUN ALL 120 VOLT WIRE AS PER UNIVERSAL BUILDING CODE. 6. CIRCUITS SHALL BE PROGRAMMED TO TURN ON WITH PHOTOCELL AND OFF WITH TIMER. 7. ALL WIRE SHALL BE INSTALLED IN ELECTRICAL CONDUIT WITH WATERPROOF CONNECTIONS. PLANNING AND BUILDING RECOMMENDED APPROVALS APPROVED BY: BY DAZE DATE : DATE CIRCUIT LEGEND CIRCUIT DESCRIPTION A 120v BOLLARDS B FRONT UPLIGHTS - THROUGH PLATFORM C BACK UPLIGHTS - THROUGH PLATFORM D FUTURE FOUNTAIN 120 V 800- 227 -2600 Call 2 Full Working Days In Advance �1A LTO ©,�i�1•,..�� /j CQ S KCB= CI TY OF ENCI NI TAS ENGINEERING DEPARTMENT LANDSCAPE PLAN FOR : 1865 VULCAN CONDOS IV 1041- 1865 VULCAN AVENUE,' ENCINI TAS, CA ?' 2 q / 13- CASE NO 07 -004 DR TM CDP DRAWING N0. J ` 1010 -G SHEET 10A OF 12 PUNT SPEC I F I GAT I ONS o o (2) 2 "x 10' LODGEPOLE STAKE GUT OFF BELOW LOWEST LIMB. I. GENERAL - CONTRACTOR SHALL BID AND INSTALL LANDSCAPE PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN P PLACE STAKES RERPINDIGULAR FURTHER WRITTEN INSTRUCTIONS OR REVISED PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES BUT 15 T TO PREVAILING WINDS NOT LIMITED TO ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO COMPLETE SOIL PREPARATION, O O � � 32" G CONDITIONING, FINISH GRADING, PLANTING, SODDING, PRE- EMERGENT WEED CONTROL, MULCHING, TREE STAKING AND � (2) PLACES CLEANUP. I 3 © ©MULCH IN SHRUB AND GROUND - 2. PLANT MATERIAL -ALL PLANT MATERIAL SHALL BE OF THE SPECIES, VARIETY, SIZE AND CONDITION SPECIFIED ON THE PLANS. ALL C COVER AREAS (WHERE PLANT MATERIAL SHALL BE HEALTHY, FREE OF DISEASE AND PESTS, AND NOT ROOT BOUND. ALL PLANT MATERIAL A APPLICABLE). REFER TO SHALL CONFORM TO AMERICAN NURSERY STANDARDS ANSI 260.1 -IggO. ALL PLANT MATERIAL SHALL BE SUBJECT q q S SPECIFICATIONS TO THE APPROVAL OF THE PROJECT REPRESENTATIVE. IN THE EVENT THAT ANY PLANT MATERIAL 15 REJECTED IT W WATER RETENTION BERM SHALL BE REMOVED FROM SITE AND REPLACED WITH SUITABLE PLANT MATERIAL. WHERE PLANTING SPACINGS ARE O O R REMOVE BEFORE INSTALLATION C PLANT SPECIFICATIONS 1. GENERAL - CONTRACTOR SHALL BID AND INSTALL LANDSCAPE PER THESE PLANS AND SPECIFICATIONS, UNLESS GIVEN FURTHER WRITTEN INSTRUCTIONS OR REVISED PLANS PER OWNER OR LANDSCAPE ARCHITECT. WORK INCLUDES BUT IS NOT LIMITED TO ALL LABOR, EQUIPMENT, AND MATERIALS NECESSARY TO COMPLETE SOIL PREPARATION, CONDITIONING, FINISH GRADING, PLANTING, SODDING, PRE - EMERGENT WEED CONTROL, MULCHING, TREE STAKING AND CLEANUP. 2. PLANT MATERIAL - ALL PLANT MATERIAL SHALL BE OF THE SPECIES, VARIETY, SIZE AND CONDITION SPECIFIED ON THE PLANS. ALL PLANT MATERIAL SHALL BE HEALTHY, FREE OF DISEASE AND PESTS, AND NOT ROOT BOUND. ALL PLANT MATERIAL SHALL CONFORM TO AMERICAN NURSERY STANDARDS ANSI Z60.1 -1990. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT REPRESENTATIVE. IN THE EVENT THAT ANY PLANT MATERIAL IS REJECTED IT SHALL BE REMOVED FROM SITE AND REPLACED WITH SUITABLE PLANT MATERIAL. WHERE PLANTING SPACINGS ARE INDICATED ON THE PLAN THE CONTRACTOR WILL BE REQUIRED TO PROVIDE AS MANY PLANTS ON THE PLAN AS ARE REQUIRED BY THE SPACING INDICATED ON THE PLANS. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES. 3. SOIL PREPARATION - ALL PLANTING AREAS SHALL BE CULTIVATED TO A DEPTH OF 6 INCHES WHILE INCORPORATING THE FOLLOWING SOIL CONDITIONERS PER 1,000 AND CONDITIONING SQUARE FEET: 6 CUBIC YARDS 0 TO 1/4 INCH ORGANIC SOIL AMENDMENT AND 15 POUNDS 6- 20 -20. 4. FINISH GRADING - ELIMINATE ALL UNEVEN AREAS AND LOW SPOTS. REMOVE ALL DEBRIS, ROOTS, STONES, SOIL CLODS, ETC. REMOVE ANY SOIL CONTAMINATED BY BUILDING CONSTRUCTION DEBRIS SUCH AS PAINT, CONCRETE, STUCCO, ETC. THE FINISH GRADE OF ALL SHRUB AND GROUND COVER AREAS SHALL BE 2-1/2 INCHES BELOW ADJACENT WALKS, CURBS, HARDSCAPE. ALL TURF AREAS SHALL BE 1 INCH BELOW. PROVIDE 2% MINIMUM DRAINAGE AWAY FROM BUILDING. 5. PLANTING - PLANT HOLES SHALL BE EXCAVATED TO DIMENSIONS SHOWN ON PLAN. PLACE PLANT IN CENTER OF HOLE AND SLIGHTLY ABOVE FINISH GRADE. BACKFILL PLANT WITH ONE PART 0 TO 114 INCH FIR BARK MULCH, THREE PARTS NATIVE SOIL, SINGLE SUPERPHOSPHATE, GROW POWER AND AGRIFORM FERTILIZER TABLETS ALL AS PER MANUFACTURER'S RECOMMENDATIONS. WATER THOROUGHLY TO SETTLE BACKFILL AROUND SOIL BALL. ALL HEDGEROW PLANTINGS SHALL BE PLANTED IN A STRAIGHT ROW. GROUND COVERS SHALL BE PLANTED BASED ON TRIANGULAR SPACING UNLESS OTHERWISE SHOWN ON PLAN. STAKE ALL STANDARD TREES AS PER DETAIL WITH 2 INCH DIAMETER POLES. 6. TURF SODDING - AFTER ESTABLISHING FINISH GRADE, ROLL TURF AREAS WITH A 200 POUND ROLLER IN MINIMUM TWO DIRECTIONS, SPREAD 4 POUNDS PER 1,000 SQUARE FEET TURF FERTILIZER, (16 -6 -8) AND LAY SOD WITH TIGHT JOINTS. 7. POST PLANTING - THE CONTRACTOR SHALL APPLY PRE - EMERGENT FERTILIZER TO ALL SHRUB AND GROUND COVER AREAS WITHIN 4 DAYS AFTER COMPLETION OF WEED CONTROL PLANTING OF GIVEN AREA AND PRIOR TO THE PLACEMENT OF MULCH TOP DRESSING, THE PLANTING AREAS SHALL BE FREE FROM EXISTING WEED GROWTH. APPLY AS PER MANUFACTURER'S RECOMMENDATIONS. 8. TOP DRESSING - APPLY A UNIFORM 2 INCH LAYER OF WALK -ON BARK MULCH TO ALL SHRUB AND GROUND COVER AREAS EXCEPT THOSE NOTED ON THE CONSTRUCTION PLAN. ALLOW FOR SETTLING. DYED BARK PRODUCTS WILL NOT BE ALLOWED. IN THOSE PLANTERS SPECIFIED ON THE CONSTRUCTION PLAN, APPLY A LAYER OF 3 -4" WASHED RIVER COBBLE. 9. CLEAN -UP - AFTER ALL PLANTING OPERATIONS HAVE BEEN COMPLETED REMOVE ALL TRASH, EXCESS SOIL AND RUBBISH FROM SITE. THE CONTRACTOR SHALL LEAVE THE SITE BROOM CLEAN AND SHALL WASH DOWN ALL PAVED AREAS LEAVING THE SITE IN A CLEAN CONDITION ACCEPTABLE TO THE OWNER. 10. PLANT - THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF 120 DAYS COMMENCING FROM PROJECT COMPLETION. ALL PLANTS GUARANTEE THAT DIE OR ARE IN A DECLINING CONDITION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. ALL PLANT REPLACEMENTS SHALL BE MADE WITHIN 15 DAYS OF WRITTEN NOTIFICATION. PROVIDE 60 DAY MAINTENANCE PERIOD AT OPTION OF THE OWNER. TREE PROTECTION NOTES 1. PRIOR TO ANY GROUND DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRUBBING, SCRAPING, OR GRADING, THE SUPERVISING CONTRACTOR SHALL ARRANGE A PRE- CONSTURCTION (PRE- GROUND DISTURBANCE) SITE MEETING WITH OWNER'S REPRESENTATIVE, THE ARCHITECT, CITY OF ENCINITAS PLANNING STAFF, CITY OF ENCINITAS URBAN FORESTER, AND THE SUPERVISING CONTRACTOR. THE PURPOSE OF THE PRE - CONSTRUCTION SITE MEETING IS TO VERIFY THAT TREE PROTECTION FENCING IS IN PLACE AND TO INSURE THAT ALL PARTIES ARE FAMILIAR WITH THE NATURE OF THE WORK INVOLVED. 2• PRIOR TO ANY GROUND DISTURBING ACTIVITIES, AND PRIOR TO THE SUPERVISING CONTRACTOR'S MAKING THE ARRANGEMENTS FOR THE PRE - CONSTRUCTION SITE MEETING, A TEMPORARY CONSTRUCTION FENCE SHALL BE INSTALLED AS INDICATED ON PLANS. THE FENCE SHALL BE 4' MINIMUM HEIGHT, ORANGE POLYETHYLENE FENCING AS MANUFACTURED BY GEOTENAX CORP. (800- 356- 8495), OR EQUAL. INSTALL WITH METAL'T' STAKES (TO EXTEND TO 4 FOOT MINIMUM HEIGHT ABOVE FINISH GRADE). FENCING SHALL BE SUBSTANTIAL ENOUGH TO RESTRICT ACTIVITY TO OUTSIDE THE AREA AND SHALL BE INSTALLED PRIOR TO ANY GRADING OR OTHER CONSTRUCTION ACTIVITY. DURING CONSTRUCTION, MAINTENANCE SHALL BE PERFORMED SO THAT THE FENCE REMAINS IN GOOD REPAIR. REMOVAL OF THE FENCE SHALL ONLY OCCUR TO ALLOW REQUIRED CONSTRUCTION WITHIN THE AREA OR TO COMPLETE SITE LANDSCAPING. MINIMIZE DAMAGE TO TREE LIMBS, CROWN, CANOPY, AND TRUNK OF TREES TO REMAIN. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT THE TREE FROM EXCESS FILL AND /OR THE REMOVAL OF EXCESS SOIL FROM THE TREE ROOT ZONE. THE TREE ROOT ZONE IS A PROJECTED RADIUS ON THE GROUND FORMED BY THE OUTERMOST EDGE OF THE TREE CANOPY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE COMPACTION OF THE SOIL WITHIN THE TREE ROOT ZONES OF ALL TREES TO REMAIN. 5. WHEN EXISTING TREE ROOTS ARE ENCOUNTERED DURING THE EXCAVATION, THE CONTRACTOR SHALL PREVENT THE TREE ROOTS FROM DESICCATION (DRYING OUT), BY APPLICATION OF A SEALING AGENT AND BY MINIMIZING THE AMOUNT OF TIME THAT TREE ROOTS ARE EXPOSED. TREE ROOTS SHALL ONLY BE EXPOSED WHEN TEMPERATURES ARE ANTICIPATED TO BE ABOVE 40 DEGREES FAHRENHEIT AND BELOW 90 DEGREES FAHRENHEIT AND SHALL NOT REMAIN EXPOSED LONGER THAN 12 HOURS. IN THE EVENT THAT EXCAVATION WITHIN TREE ROOT ZONES CANNOT BE BACKFILLED WITHIN 12 HOURS, THE CONTRACTOR SHALL COVER EXPOSED ROOTS WITH BURLAP AND MAINTAIN MOISTURE BY APPLICATION OF WATER TO MOISTEN BURLAP UNTIL TRENCHES CAN BE BACKFILLED. 6• UNDERGROUND FACILITIES AND TRENCHES, (e.g., UTILITY SERVICES, SANITARY SEWER, OR STORM DRAINAGE LINES) SHALL BE CONSOLIDATED, TO THE EXTENT FEASIBLE, AND LOCATED TO MINIMIZE IMPACTS UPON TREE ROOT SYSTEMS. ANY TRENCHING OR UNDERGROUND WORK SHOULD BE LOCATED OUTSIDE OF THE TREE DRIPLINE TO THE FULLEST EXTENT FEASIBLE. ANY TRENCHING REQUIRED WITHIN THE TREE DRIPLINE SHALL BE AS FAR FROM THE TREE TRUNK AS POSSIBLE AND SHALL BE EXCAVATED BY HAND OR 'AIR SPADE' OR PNEUMATIC EXCAVATOR TO MINIMIZE IMPACT ON ROOTS. 7. ROOTS 3/4 IN. OR GREATER IN SIZE ENCOUNTERED DURING EXCAVATION SHALL BE CLEANLY HAND PRUNED AND TREATED WITH A SEALING AGENT TO REDUCE LOSS OF MOISTURE TO THE TREE. ROOTS GREATER THAN 1 -1 /2 IN. SHALL BE PRESERVED AND PROTECTED. CARE SHALL BE TAKEN TO MINIMIZE ABRASIONS TO ROOT BARK. 8. CONSTRUCTION VEHICLES, EQUIPMENT, OR MATERIALS (INCLUDING, BUT NOT LIMITED TO JOB SHACKS, PORTABLE TOILETS, AND CLEANOUT FACILITIES) SHALL NOT BE PARKED OR STORED WITHIN THE FENCED AREA. NO STAGING OR STORAGE AREA FOR CONSTRUCTION SHALL BE LOCATED CLOSER THAN 20 FEET TO THE DRIPLINE OF ANY TREE TO BE PROTECTED. 9. ALL CONSTRUCTION WASTES, INCLUDING BUT NOT LIMITED TO BUILDING MATERIAL DEBRIS, ROOFING MATERIALS, CLEANING OF CEMENT TRUCKS, CHEMICALS /ADHESIVES /SOLVENTS, ETC., SHALL BE STORED OR DISPOSED OF NO CLOSER THAN 20 FEET FROM ANY TREE DRIPLINE. 10. EXISTING TREES TO BE RETAINED AND PROTECTED AS INDICATED ON THE DEMOLITION AND/ OR CONSTRUCTION PLANS. O O O BAMBOO FENCE TIE AS REQUIRED WITH GREEN PLASTIC NURSERY TAPE LEAN NURSERY STAKE AGAINST FENCE FERTILIZER TABLETS AS PER SPECIFICATIONS FINISH GRADE SHRUB AND GROUND COVER AREA © NATIVE SOIL O PLANTING PIT TO BE TWICE THE DIAMETER OF ROOT BALL. FOR BACKFILL SEE SPECIFICATIONS ® 2" LAYER WALK -ON BARK MULCH O ROOT BALL SET CROWN 1 " ABOVE GRADE SCALE: N.T.S. 5' -C A 10 (2) 2 "x 10' LODGEPOLE STAKE CUT OFF BELOW LOWEST LIMB. PLACE STAKES "' " " "" "LAR TO PREVAILING WINDS TREE TIES VINE PLANTING 3 TREE PLANTING Ql EQUAL SPACING BETWEEN PLANTINGS. ® AMENDED SOIL, SEE PLANS FOR SOIL NOTE: SEE PLANS FOR SPACING PREPARATION. DETAILS QS PLANTING SPACING X.86 (2 ) GROUND COVER Q9 FINISH SURFACE W/ 1" OF TOP DRESSING OF MULCH. SEE SPECS. TRIANGULAR EQUIDISTANT SPACING PLAN VIEW GROUND COVER PLANTING JCC,IIUN VICW SCALE: N.T.S. RUB AND GROUND- S (WHERE REFER TO NS ITION BERM )RE INSTALLATION ERE APPLICABLE). BLETS FICATIONS ET CROWN 1" i GRADE ALL BE TWICE 2 OF ROOTBALL ATER SOIL MONS 'ROL BARRIER BY "DEEP ." OR APPROVED EQUAL. 10' ERED TO TREE, 12" DEPTH (LB -� SIDEWALKS AND 18" 3 -2) ALONG CURBING. CINCH -TIE TREE TIE WRAP TIE AND STAKE TO FORM A FIGURE EIGHT. L LODGE POLE STAKE (TYP) SET PERPENDICULAR TO DIRECTION OF WIND TREE TIE O FIR BARK MULCH, AS PER SPECIFICATIONS 02 WATER RETENTION BERM, PROVIDE POSITIVE DRAINAGE AWAY FROM ROOTBALL Q FERTILIZER TABLETS, AS PER SPECIFICATIONS ® ROOT BALL, SET CROWN 1" ABOVE GRADE Q PLANTING PIT TO BE TWICE THE DIAMETER OF ROOTBALL. REFER TO SPECIFICATIONS FOR BACKFILL MIX © FINISH GROUND COVER GRADE SHRUB PLANTING SCALE: N.T.S. SCALE: N.T.S. K 5 REVISIONS DATE DRAWN I APPROVED PLAWAIG AAD BUILDING APPROVALS Cl TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING NO. ML ®LANDSCC RECOMMENDED APPROVED LANDSCAPE PLAN FOR LANDSCAPE SH ETS -If29 /13 /1A ./1/\ MELTON DESIGN GROUP $13 a • . vwo a L T N 309 WALL STREET 1865 VULCAN CONDOS 1010-G DESIGN CHICO, CA 95926 530.899.1616 BY: BY. �Y' '�`I� 1865 VULCAN AVENUE, ENCINITAS, CA www.meltondg.com S►QINTLRE DATE DATE : DATE : / °� IT CASE N0, 07 -004 DR TM CDP SHEET 11 A OF 12 Q CONCRETE WALL. SEE PLANS a o 4 BY CIVIL ENGINEER. 6X6 POST 0 I/2" GALVANIZED J -BOLT. INSTALL 6X6 POST 3" SCREW FASTEN ,,� 4 PRIOR TO WALL CELLS BEING 2X4 TO 1X4 ^ n GROUTED. 2X6 GAP A ®SIMPSON POST BASE 2X4 GROSS RAIL I" SLAT BAMBOO PANEL 6'X8' SHEET MODEL ABU66. INSTALL PER 4 MANUFACTURERS n e � " a° � A ° e '• � / ` RECOMMENDATIONS. I HEIC�.HT OF PALM n AS 5PEGIi =1ED � � I ^ ....° �� I nn °e � e d e•d 2. Ou 2-0" T7P TYP 2 0 1111111 =I 1 I_I I I III -1 0 0 0.� 1= r 3 III O o - - - -- (D 501L GOMPAGTDE TO a596 O GMU WALL. GROUT ALL CELLS 0 • . SECTION VIEW - — — — — — — — — RELATIVE DENSITY AND VOIDS. � •.•. - PALM TREE. SEE PLANTING PLAN FOR SPECIES. O2 CONCRETE FOOTING ®STUCCO TO MATCH BUILDINGS �1 � -I I I C I =III -III I � I-I � I -I I ICI I 12' —III III III I -III III -II I- � PALM TREE ROOT BALL O3 #4 REBAR VERT � 24" O.C. POURED IN PLACE CONCRETE GAP. HOOK INTO FOOTING AN GAP AS Q I I — —) — III — -O" '" a = CONCRETE I = I ". III —I FOOTING - III — 'III III —III 'K TEE ) =III —III= III —III— Q3 DEPTH= ROOTBALL HEIGHT PLUS 3 —O BULLNOSE SHALL BE #06-400 BY — III I- III —III III - III —III III - 4QBAGKFILL SOIL. SEE SPEGIFIGATIONS. SHOWN STEGMEIER CORP. (888) 522 -4351. j j III I I 1— -III —III— — III - III , I- III —III— O MULCH IN SHRUB AND GROUNDGOVER ® #4 REBAR HORIZONTAL (CONY.) COLOR SHALL BE BRIDGEPORT I III I I —I � I — —I AREAS. OS CONCRETE FLATWORK. SEE BEIGE #IOIa GHROMIX ADMIXTURES Q I —I ICI �I— III —III CONSTRUCTION PLAN AND PLANS BY SGOFIELD SYSTEMS (323) Q Q NOTES: BY CIVIL ENGINEER FOR 720 -3000. STEEL TROWEL FINISH. I Q I . INSTALL PALM PLUMB ADDITIONAL INFORMATION. @ #4 REBAR TIE ®24" o.c. Q 2. PALM FRONDS TO REMAIN IN TIED UP © I/2" EXPANSION JOINT WITH [ � " CONDITION FOR MINIMUM 3 WEEK FELT. PERIOD. SCALE: N.T.S. SCALE SCALE: N.T.S. � SCALE: N.T.S. SEAT WALL � �E1�1G� POST O1� CONCRETE J�IA�.L. 4 X00 �ENG C� .. � � PALM �L�NT11�C� COLORED CONCRETE— SGOFIELD, WESTWOOD 'BROWN #0-271 POURED SEPARATLEY, INNER CIRCLE STAINED CONCRETE— SGOFIELD, owe „ ANTIQUE AMBER #GS —IS Q STAINED CONCRETE— SGOFIELD, I � 3 BLACK #GS —I � 0 PLAIN GRAY CONCRETE. BRASS LETTERS INLAYED IN CONCRETE. PROVIDE SAMPLE TO 7 � 4 4 2 � OWNER FOR APPROVAL. Q EXPANSION JOINT I/4" FOAM FILL WITH ELASTOMERIG CAULK. LOCATE WHERE 3 � SHOWN AND AS NEEDED 4 CONFIRM TRUE 4 3 O SGORELINES OR SAWGUT 6 "a NORTH IN FIELD ' 7 4 08 CENTER POINT. SHOWN FOR REFERENCE ONLY. I��i —� I R� I =1 I I —III III — III -1 I I L I —I � I —I � I —I � I— III —I � I III I I —III III —I I f —I I d- — III — III — III —III � NOTES: =1 ��_ s 2 - III — III — III — III —I 11= III = III = III — ICI —TI= -1 � I= I I =1 I I =1 � � 4 s - INNER CIRCLE TO BE POURED PLAIN GRAY III = III, �II�II�II�IIIII�IIIIIIIIIII�IIIII�IIIfI�II�II�III�I�f�, 3. b � CONCRETE. -STAR TO BE SAW OUT - OUTER BAND TO BE POURED SEPARATELY �'7 q, - OBTAIN CIRCULAR LINE - CONTRACTOR TO PROVIDE COLOR O CONCRETE SLAB WITH 6" ®I/2" EXPANSION 1 =•-ELT AT q. � SAMPLES TO OWNER DEEPENED EDGE. SEE BUILDING WALL SEALED w/ CONSTRUCTION PLAN FOR I/2" WIDE X I/2 1' DEEP 3 CONCRETE COLOR AND FINISH. .PER RESILIENT POLYEURATHANE SEALANT, MATCH CONCRETE -7 2 O2 AGGREGATE BASE CIVIL ENGINEER. COLOR. O3 8" WIDE x b" DEEP CONCRETE 5 BUILDING WALL OR � BAND. COLOR TO MATCH FOUNDATION. SEE PLANS BY I � ADJACENT CONCRETE, GHROMIX ADMIXTURES OTHERS. ©3 -4" WASHED RIVER GOBBLE tl� EXP. 11 -10 WESTWOOD BROWN #G -27. SLOPE TO DRAIN AWAY FROM OO PLANT PER PLANTING PLAN �F BUILDINGS MIN.. 2%. CAL SCALE: N.T.S. SCALE: N.T.S. SUNKF.N FLANTEiz 5 DFGORATI\,/F. GOMPAss ROS7 FAVING 2 REVISIONS DATE DRAWN APPROVED 01 LAND IMAGE ,�' O LANDSCAPE ARCHITECTS &PLANNERS 627 BROADWAY, cH1co, CALIFORNIA 95928 PHONE: (530) 899 -1913 /FAX: (530) 899 -1920 PLANK /NGAND BUILDING APPROVALS CI TY OF ENCI NI TAS ENGINEERING DEPARTMENT DRAWING N0. r RECOMMENDED APPROVED / " � � BY: s 27/ o � BY: - � oarE. oarE: �: LANDSCAPE PLAN FOR : 1865 VULCAN CONDOS 1865 VULCAN A I/ENUE ENCINI TAS CA > > 10 iO - G L-5.2 OE —L "Er SHGr -T ,/LA. M � 9 p� SHEET 12 OF 12 CASE N0. 07 -004 DR TM CDP