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HomeMy WebLinkAboutCD 2019-0023; SLOWIK ADU; Consistency DeterminationSTORMWATER POLLUTION CONTROL BMP NOTES: CONCRETE WA5i-lOUT • CONTRACTOR 5i-lALL E5TABLl5i-1 AND USE AN ADEQUATELY SIZED CONCRETE WASI-IOUT AREA TO CONTAIN WA5i-lOUT WASTES ON SITE. IT 15 ILLEGAL TO WAS CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND Ti-IE LIKE INTO Ti-IE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR Si-lALL POST A SIGN DESIGNATING Ti-IE WA5i-lOUT LOCATION. CONSTRUCTION SITE ACCESS • A STABILIZED CONSTRUCTION SITE ACCESS 5i-lALL BE PROVIDED FOR vEi-llCLES EGRESS AND INGRESS TO FREvENT TRACKING DIRT OFF SITE. Ti-1I5 5i-lALL INCLUDE USING MATERIAL SUCi-1 AS GRAVEL AND/OR CORRUGATED STEEL FANEL5/FLATE5. CONSTRUCTION yEi-llCLE5 • A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN Si-lALL BE DESIGNATED FOR CONSTRUCTION VEi-llCLE5 PARKING, vEi-llCLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS Si-lALL BE MADE OFF-SITE. EROSION CONTROL • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY Si-lALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCi-1 AS EROSION CONTROL MATS, ADEQUATE GROUND COVER vEGETATION, AND BONDED FIBER MATRIX. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATi-lER. • DlvERSION DIKES Si-lALL BE CONSTRUCTED TO Ci-lANNEL RUNOFF AROUND Ti-IE CONSTRUCTION SITE. CONTRACTOR 5i-lALL PROTECT Ci-lANNEL5 AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. • REMOvE EXISTING VEGETATION ONLY Wi-lEN ABSOLUTE!... Y NECESSARY. LARGE PROJECTS Si-lALL BE CONDUCTED IN Fi-lASES TO AVOID UNNECESSARY REMOVAL OF Ti-IE NATURAL GROUND COVER. DO NOT REMOVE TREES OR 5i-lRUB5 UNNECE55ARIL Y, Ti-lEY i-lELF DECREASE EROSION. • TEMPORARY VEGETATION MUST BE PLANTED ON 5LOFE5 OR Wi-lERE CONSTRUCTION 15 NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION Si-lALL BE FREvENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO Si-llELD AND BIND Ti-IE SOIL. • PLANT PERMANENT VEGETATION AS SOON AS F055IBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. • WATER USAGE FOR DUST CONTROL 5i-lALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE • STORED MATERIALS Si-lALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR Si-lALL STORE Ti-lESE PRODUCTS Wi-lERE Ti-lEY WILL STAY DRY OUT OF Ti-IE RAIN. CONTRACTOR Si-lALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. • ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, FARING MATERIALS, A5Fi-lAL T CONCRETE, AGGREGATE BASE, ETC. STOCKPILES Si-lALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES Si-lALL BE COVERED OR PROTECTED WITi-1 SOIL STABILIZATION MEASURES AND PROVIDED WITi-1 A TEMPORARY SEDIMENT BARRIER AROUND Ti-IE PERIMETER AT ALL TIMES. TRAINING • CONTRACTORS' EMPLOYEES Wi-10 PERFORM CONSTRUCTION IN Ti-IE CITY OF ENCINITAS 51-iALL BE TRAINED TO BE FAMILIAR WITi-1 Ti-IE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. Ti-lESE BHP NOTES Si-lALL BE AVAILABLE TO EVERYONE WORKING ON Ti-IE PROPERTY OWNER/$) AND Ti-IE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND Ti-lEIR OWN RE5FON5IBILITIE5. WASTE MANAGEMENT • CONTRACTOR 5i-lALL BE RESPONSIBLE FOR FROFERL Y DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON Ti-IE GROUND, Wi-lERE WATER CAN CARRY Ti-lEM INTO Ti-IE CONVEYANCE SYSTEM 15 5TRICTL Y FROi-llBITED. • NO SEEPAGE FROM DUMPSTERS Si-lALL BE Dl5Ci-lARGED INTO STORMWATER. BERMS/DIKES Si-lALL BE PLACED AROUND DUMPSTERS TO DIVERT Ti-IE NATURAL STORM RUNOFF. DUMPSTERS Si-lALL BE Ci-lECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS Si-lALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITi-lOUT LIDS 5i-lALL BE PLACED WITi-llN STRUCTURES WITi-1 IMPERVIOUS ROOFING OR COVERED WITi-1 TARPS IN ORDER AVOID RAIN CONTACT WITi-1 ANY TRASI-I MATERIAL. • MANY CONSTRUCTION MATERIALS, INCLUDING 50LvENT5, WATER-BASED FAINTS, VEi-llCLE FLUIDS, BROKEN A5Fi-lALT AND CONCRETE, WOOD, AND CLEARED vEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS i-lAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF i-lAZARDOUS MATERIAL, CALL Ti-IE i-lA:ZARDOUS WASTE i-lOTLINE TOLL FREE AT (BOO) 114-11'35. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT /1b0) 43b-4I51. • POLLUTANTS Si-lALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASi-1 CANS AND RECYCLING RECEPTACLES AROUND Ti-IE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND Ci-lECKED FREQUENTLY FOR LEAKS. CONTRACTOR Si-lALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON FERVIOU5 SURFACES. • ALL CONSTRUCTION DEBRIS Si-lALL BE KEPT AWAY FROM Ti-IE STREET, GUTTER, AND STORHDRAIN. CONTRACTOR MUST ROUTINELY Ci-lECK AND CLEAN UP MATERIAL Ti-lAT MAY i-lAvE TRAVELED AWAY FROM CONSTRUCTION. FIRE DEPARTMENT NOTES: I. NEW AND EXISTING BUILDINGS Si-lALL i-lAVE AFFROvED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION Ti-lAT 15 LEGIBLE AND VISIBLE FROM Ti-IE STREET OR ROAD FRONTING Ti-IE PROPERTY. Ti-lESE NUMBERS Si-lALL BE A MINIMUM OF 4' i-llGi-1 WITi-1 A MINIMUM STROKE OF .5'. Wi-lERE ACCESS 15 BY MEANS OF A PRIVATE ROAD AND Ti-IE BUILDING CANNOT BE VIEWED FROM Ti-IE PUBLIC WAY, A MONUMENT, POLE OR OTi-lER SIGN OR MEANS 5i-lALL BE USED TO IDENTIFY Ti-IE STRUCTURE. 2. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND Si-lALL BE INSTALLED AS 5i-lOWN ON AFPROvED FIRE SPRINKLER FLANS. A MINIMUM OF L' WATER METER 5i-lALL BE INSTALLED. 3. ·AFIRE UNDERGROUND FLUSi-1 CERTIFICATION Si-lALL BE REQUIRED AT FINAL INSPECTION. 4. A i-lYDRO INSPECTION Of Ti-IE FIRE SPRINKLER SYSTEM 15 REQUIRED PRIOR TO FRAME INSPECTION. ONLY Ti-IE NEW PIPING Si-lALL BE TESTED. FIRE SPRINKLt:RS: AUTOMATIC FIRE SPRINKLER SYSTEM -AN AUTOMATIC FIRE SPRINKLER SYSTEM Si-lALL BE INSTALLED PER NAP.A I3D, Ti-IE MOST CURRENT EDITION Si-lALL BE USED AND Ti-IE LOCAL FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER FLANS Si-lALL BE SUBMITTED TO Ti-IE FIRE FREvENTION BUREAU FOR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. FLANS AND INSTALLATION MUST BE BY A CL b LICENSED SPRINKLER CONTRACTOR. GREEN BUILDING STANDARDS: I. Ti-IE SITE Si-lALL BE PLANNED AND DEvELOFED TO KEEF SURFACE WATER AWAY FROM BUILDINGS. FLANS 5i-lALL BE PROVIDED AND AFPROvED BY Ti-IE CITY ENGINEER Ti-lAT Si-lOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMF'S Ti-lAT ARE CURRENTLY ENFORCED BY Ti-IE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY Ti-IE BUILDING DEPARTMENT. 2. Rt:CYCLING, Ti-IE CONTRACTOR Si-lALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT FLAN TO Ti-IE JURISDICTION AGENCY Ti-lAT REGULATES WASTE MANAGEMENT, FER OGG 4.406.2 3. INTERIOR MOl5TURE CONTROL AT SLAB ON GRADE FLOORS 5i-lALL BE PROVIDED BY Ti-IE SOIL ENGINEER RESPONSIBLE FOR Ti-IE PROJECT FER SOIL REPORT FER OGC SECTION 4.505.2.1, ITEM 3. 4. POLLUTANT CONTROL -DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECi-lANICAL EQUIPMENT 15 TO BE COvERED. OGG 4.504.1 5. POLLUTANT CONTROL -VOC'S MUST COMPLY WITi-1 Ti-II= LIMITATIONS LISTED IN SECTION 4.503 AND TABLES 4.504.1, 4.5042, 4.504.3, AND 4.504.5 FOR, ADi-lE5IVE5, FAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCT&. CGC 4.504.2 b. INTERIOR MOISTURE CONTROL -CONCRETE 5LAB5 WILL BE PROVIDED WITi-1 A CAPILLARY BREAK CGC 4.505.3 1. INTERIOR MOISTURE CONTROL -Ti-IE MOISTURE CONTENT OF WOOD Si-lALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. Ti-IE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METI-IOD5 SPECIFIED IN SECTION 4.505.3, BUILDING MATERIALS WITi-1 VISIBLE SIGNS OF WATER DAMAGE Si-lOULD NOT BE USED IN CONSTRUCTION. Ti-IE MOISTURE CONTENT MUST BE DETERMINED BY Ti-IE CONTRACTOR BY ONE OF Ti-IE METi-lOD5 LISTED IN OGG 4.505.3. B. INDOOR AIR QUALITY -Ti-IE BATi-lROOM FANS Si-lALL BE ENERGY 5TAR RATED, vENTED DIRECTLY TO Ti-IE OUTSIDE AND CONTROLLED BY A i-lUMIDISTAT. OGG 4.50b.l. 9. PRIOR TO FINAL INSPECTION Ti-IE LICENSED CONTRACTOR, ARCi-llTECT OR ENGINEER IN Rt:SFONSIBLE Ci-lARGE OF Ti-IE OVERALL CONSTRUCTION MUST PROVIDE TO Ti-IE BUILDING DEPARTMENT OFFICIAL WRITTEN vERIFICATION Ti-lAT ALL APPLICABLE PROVISIONS FROM Ti-IE GREEN BUILDING STANDARDS CODE i-lAVE BEEN IMPLEMENTED AS FART OF Ti-IE CONSTRUCTION. OGC 102.3 RIG!-IT OF WAY NOTE: OWNER 15 TO OBTAIN A CONSTRUCTION PERMIT FROM Ti-IE ENGINEERING DEPARTMENT AT LEAST 2 WEEKS PRIOR TO WORKING IN Ti-IE PUBLIC RIGi-lT OF WAY. FAILURE TO DO 50 WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT 15 Ti-IE RESPONSIBILITY OF Ti-IE OWNER TO KNOW Ti-IE LOCATION OF Wi-lERE Ti-IE PROPERTY LINE 15. UTILITY NOTE: ALL UTILITIES SERVING Ti-llS SITE Si-lALL BE INSTALLED UNDERGROUND. DRAINAGE NOTE: NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER 15 TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 10 FEET AT 2 PERCENT OR 5 PERCENT FOR LANDSCAPE FER CA BUILDING CODE 1604.4 AND BE CONvEYED TO AN APPROVED DRAINAGE FACILITY. OPERATIONAL AND MAINTENANCE MANUAL: GENERAL CONTRACTOR 15 TO PROVIDE Ti-IE OWNER AN OPERATION MANUAL CONTAINING INFORMATION FOR MAINTAINING AND OPERATING ALL AFFLIANCE5 AND EQUIPMENT AT Ti-IE TIME OF FINAL INSPECTION. DEFERRED SUBMITT ALS: FIRE SPRINKLERS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS Si-lALL BE SUBMITTED TO Ti-IE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE Ci-lARGE, Wi-10 Si-lALL REVIEW Ti-lEM AND FORWARD Ti-lEM TO Ti-IE BUILDING OFFICIAL WITi-1 A NOTATION INDICATING Ti-lAT Ti-IE DEFERRED SUBMITTAL DOCUMENTS i-lAVE BEEN REVIEWED AND Ti-lAT Ti-lEY i-lAvE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITi-1 Ti-IE DESIGN OF Ti-IE BUILDING. Ti-IE DEFERRED SUBMITTAL Si-lALL NOT BE INSTALLED UNTIL Ti-lEIR DESIGN AND SUBMITTAL DOCUMENTS i-lAVE BEEN APPROVED BY Ti-IE BUILDING OFFICIAL. DIMENSION NOTES: WRITTEN DIMENSIONS Si-lALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Ti-IE CONTRACTOR IN NO CASE Si-lALL SCALE Ti-lESE DRAWINGS. IF Ti-IE CONTRACTOR Si-lOULD FIND AN ERROR IN Ti-IE DIMENSIONS, i-lE Si-lALL NOTIFY Ti-IE DESIGNER PRIOR TO START OF CONSTRUCTION. BUILDING CODES: Ti-lESE FLANS AND ALL WORK Si-lALL COMFL Y WITi-1 Ti-IE 2013 CALIFORNIA RESIDENTIAL CODE, Wi-llCi-1 ADOPTS Ti-IE 2012 IRC, 2012 UMC, 2012 UPC, AND Ti-IE 2011 NEC. VICINITY MAF: PACIAC OCEAN -......,,"'- '--~ -......,,"..__ SITE DATA PROJECT ADDRESS 3'360 SUNNYl-llLL DRIVE CARLSBAD, CA '32008 ASSESSORS PARCEL NUMBER 201-064-0200 LEGAL DESCRIPTION LOT 28 •POR•, MAP 002641 ORIGINAL CDP# 2017-0064 ZONE: GPLU: 1-llSTORIC: R-l-l!;,,000 R-4 NO OCCUPANCY TYPE: R-3 CONSTRUCTION TYPE: V-B NON-SPRINKI-ERED LOT AREA: EXISTING LIVING AREA: EXISTING GARAGE: EXISTING TOT AL RESIDENCE: PROPOSED LIVING AREA: PROPOSED 2-CAR GARAGE: PROPOSED COVERED TERRACE: PROPOSED TOTAL DWELLING: NEW TOTAL LIVING AREA: NEW TOT AL FOOT PRINT: PROPOSED FAR: 4,811 / 23,!;,21 = 0.21 1-lEIGl-lT LIMIT: 14'-0" MAX. 3:12 ROOF 10'-0" MAX. LESS 3:12 ROOF 23,!;,21 SF 2,013 SF 182 SF 2 ,BS>!:> SF 1,200 SF 41'3 SF 403 SF 2,022 SF 3,213 SF 4,811 SF NNYHlli <#-& ~'f !" PROJECT TO COMPLY WITl-1 Tl-lE FOLLOWING BUILDING CODES, 2016 CA RESIDENTIAL CODE 2016 CA BUILDING CODE 2016 CA ELECTRICAL CODE 2016 CA PLUMBING CODE 2016 CA MECl-lANICAL CODE 2016 CA FIRE CODE 2016 CALIFORNIA GREEN 8UILDING CODE SCOPE OF WORK: CONSTRUCTION OF A NEW I-STORY SECOND DWELLING UNIT WITl-1 A DET ACl-lED 2-CAR GARAGE. PROJECT SITE Sl-!EET INDEX: T-1 AS-I A-2.1 A-3.I A-4.1 A-6.I C-I L-1.0 L-2.0 L-3.0 TITLE Sl-lEET SITE PLAN FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS BUILDING SECTIONS PRELIMINARY GRADING PLAN LANDSCAPE PLAN 1-lYDROZONE PLAN WATER USE PLAN PROJECT TEAM: OWNER Sl-lARON SLOWIK 3'360 SUNNY DRIVE CARLSBAD, CA '32008 ARCI-IITECT OASIS ARCl-llTECTURE t DESIGN, INC. 101!:> TURQUOISE STREET SUITE 2 SAN DIEGO, CA '3210'3 TEL, (B!:>8)213-!:>632 CIVIL ENGINEER ENGINEERING DESIGN GROUP 2121 MONTIEL ROAD SAN MARCOS, CA '3206'3 TEL, (160) 83'3-1302 CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NOCbf 3.Dl1· 006'/ ~ ~ CDNO.:2017-00.:1.:3 ,{ □,,, Veleoo Don Neu, City Planner i RECO:MMENDEDBY: au.~,. DATE 1 /i/a.oa.o I. \.tJ z _J _J w 3 Q Q z N ~ 3 C) _J u) CON5I51ENC1' DETE~INATION 12/02/201~ OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DFt&.WlNG, AS INSTRUMENT OF SERVICE, IS ANO SHALL REWJN THE PROPERlY OF THE ARCHITECT AND SHALL NOT BE REPRODUCED, PUBLJSHED OR USED IN ANY WAY WlTJ-lOUT THE PERMISSION OF IBE ARCHllET. THE CONWACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDmONS AT TI-IE SITE BEFORE PROCEEDING WITT, EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/19 1'314 TITLE OF I -1 -1 -~ z z ::l rj) I I :.1 I ·:::· ,.~, r \, . . .. \/ :, ... 1 . .. --- -t SITE DRAI I. e~E To~~ NOTES, 112''-e>'SCAPE + HIN ~~Al FROM AL 2 _ ALL FER CA BUILDIN~~56ii'DS~z;~,;°6ii,RES AT 2 ,. DISP~~t~NRAIN TO SITE . A HINIHUH Or D5CAF'E LAND SC 3. THE EAST FLOW. APE C&HEET-FL ALLOW D~TN~s ELEVATED OW) TO THROUG--f4 TOA60VE EXISTIN UTILITY NOT GRADE BELoiif GRADE ro I. EXISTING ES, !NST ALI SEWER, GA5 -ED !N EXISTING AND ELECTRI 2. UPGRADE E HOUSE. CAL SERVICES Xl5TING ELECT RICAL $Up FLY AS NOTE D. --- ,/ ,/ '!/ / -- '-. \I~><· ~~STORM / INLET DRAIN PROi;ECTION ~OPOSED CMU T AINING WALL @SITE PLAN PROPOSED RETAINING WCHU ALL EB NORTI-I \ \ \ (N) CONC PATIO RETE \ \ \ \ CONSISTENCY DETE \ FOR ORIGINAL PR~NATION EXHIBIT CDNO. TNO. Don Neu c ' ity Planner RECOMMENDED BY DATE: Date: - ' - ~ z - _J w~ _j >0 w ~0 3 QN (fl 0 j<t: 0 IO >-' z zO z<t: N :J (I) '}/__ u) u) (S) _J -~~ 3 (fl<[ () ('(\ 0 _J d) I. CONSISTENCY DETE 12;0212019 RMINATION OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST SUITE 2 . SAN DIEGO ,CA 92109 DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/1':l 1'314 SITE FLAN AS-1 OF FLOOR PLAN GENERAL NOTES: I. PROVIDE !,/B" TYPE "X" GYPSUM BOARD @ALL SURFACES (WALLS OR CEILINGS! IN THE GARAGE THAT ARE COMMON WALLS BETWEEN DWELLING AREA 4 GARAGE. 2. PROVIDE ALL HOSE 8185 • SPRINKLER SYSTEMS W / BACK FLOW PREVENTION DEVICES. 3. PROVIDE SAFETY GLAZING IN HAZARDOUS AREAS SUCH AS GLASS IN DOORS • GLAZING ADJACENT TO SUCH DOORS AS WELL AS GLAZING ADJACENT TO WALKING SURFACES. ALL NEW GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALUE. 4. ALL WATER CLOSETS SHALL HAVE A MINIMUM FRONT CLEARANCE OF 24'. S. IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES, FER UPC SECTION 412.7. b.NEW WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY, SHALL U5E NO MORE THAN 12B GALLONS FER FLUSH AND SHALL MEET PERFORMANCE 5TANDARD5 ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD A II2.IS.2. HIS CODE, SECTION l7S2I.3(8!. 7. PROVIDE KITCHEN FAUCETS WITH A MAXIMUM FLOW OF I.B GALLONS FER MINUTE (GFM!. B. PROVIDE SHOWER HEADS WITH A MAXIMUM OF 2.<ZJ GALLONS FER MINUTE (GFM!. S. STATE HEALTH AND SAFETY CODE SEC. l7S21.':l 8AN5 THE U5E OF CHLORINATED POLYVINYL CHLORIDE (CFVC! AND CR05SLINKED FOL YETHYLENE /FEX! FOR INTERIOR WATER 5UFFL Y FIFING. JO.GLAZING@ SHOWER ' rue ENCLOSURES SHALL BE OF TEMPERED GLASS, LAMINATED OR APPROVED PLASTICS. VERIFY TYPE WITH OWNER 11. THE WALLS AND SOFFIT OF ENCLOSED USABLE SPACE UNDER INTERIOR 5T AIRS SHALL BE PROTECTED ON THE ENCLOSED 5IDE AS REQUIRED FOR ONE HOUR FIRE-RESISTIVE CONSTRUCTION AS FOLLOWS, 2X4 WOOD STUDS <> lb' O.C. W / / I! ONE LA YER OF S /8' GYFSUM WALLBOARD EACH SIDE. 12. GA5 VENTS AND NONCOMBUSTIBLE FIFING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. cec, SECTION 711.3. 13. THE DISCHARGE FOINT FOR EXHAUST AIR WILL BE AT LEAST 3' FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. 14. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. BOTTOM OF CLEAR OPENING SHALL NOT EXCEED 44" ABOVE THE FLOOR WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST S.7 SQUARE FEET WITH THE MINIMUM OFENABLE WIDTH 20' AND THE MINIMUM OPENABLE HEIGHT 24'. THE EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF 5EFARATE TOOLS. I5>.DOOR5 MAY OFEN INTO THE GARAGE ONLY IF THE FLOOR OR LANDING IN THE GARAGE 15 NOT MORE THAN I' LOWER THAN THE DOOR THRESHOLD. lb.THE PASSAGEWAY TO THE ATTIC FURNACE SHALL BE UNOBSTRUCTED NOT LESS THAN 30" HIGH AND 30" WIDE AND HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24' WIDE, NOT MORE THAN 20' IN LENGTH THRU THE ATTIC. 17. FAU CLOSET OR ALCOVE MUST BE 12" WIDER THAN THE FURNACE OR FURNACES BEING INSTALLED PER UMC SECTION 304.7. IB.PROVIDE FIRESTOF5, VERTICAL AND HORIZONTAL, IN ENCLOSED SPACES AT 10'-0' INTERVALS MAXIMUM. IS.FIREPLACES WITH GAS LOG HEATERS ARE REQUIRED TO HAVE FLUE DAMPER FERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES WITH LFG LOG LIGHTERS ARE TO HAVE NO 'FIT' OR 'SUMP" CONFIGURATION. 20. COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE FROVIDED IN ACCORDANCE WITH UFC SECTION S07 AND TABLE S-1. 21. WATER HEATl=:R5 REQUIRE A MINIMUM OF 2 STRAPS TO RESIST HORIZONTAL DISFLACEMENT. FLOOR PLAN NOTES: A MISCELLANEOUS, I. SLEEFING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. THE EMERGENCY EXIT MUST MEET THE FOLLOWING CRITERIA A. MINIMUM S.1 SQUARE FEET NET CLEAR OPENABLE AREA 8. 24' MINIMUM NET CLEAR OFENABLE HEIGHT C. 20' MINIMUM NET CLEAR OPENABLE WIDTl-1 D. MAXIMUM FINISH SILL HEIGHT TO BE NO MORE THAN 44' ABOVE FINISl-!ED FLOOR 2. FROVIDE ALL HOSE BIBS AND SPRINKLER SYSTEMS WITH BACK FLOW PREVENTION DEVICES. 3. THE TERMINATION OF ENVIRONMENTAL AIR DUCTS MUST BE A MINIMUM OF 3 FEET FROM THE FROFERTY LINE AND 3 FEET FROM OFENINGS INTO THE BUILDING. e KITCl-!EN BATH+ LAUNDRY I. REFERENCE ELECTRICAL PLAN/SAND NOTES FOR LIGHTING, RECEFTACLES AND CIRCUITRY. 2. PROVIDE MECHANICAL VENTILATION AT A MINIMUM RATE OF I OOCFM. DUCTING SIZE AND LENGTHS TO MEET THE MINIMUM REQUIREMENTS OF ASHRA STANDARD b22 AND MAXIMUM SOUND RATING OF I SONE FOR CONTINUOUS OPERATIONS. 3. DISCHARGE FOINT FOR EXHAUST AIR WILL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. SECT. 1203.3 4. IS" MINIMUM CLEARANCE FROM CENTERLINE OF WATER CLOSET AND 24' MINIMUM CLEARANCE IN FRONT OF WATER CLOSET. S. IN SHOWER AND TUB-Si-!OWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR HAVE THERMOSTATIC MIXING VALVES. b. NEW WATER CLOSETS SHALL USE NO MORE THAN I .26 GALLONS PER FLUSH AND SHALL MEl=:T PERFORMANCE ST AND ARDS EST AB LISI-! ED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD AL I2.1':l.2 1-1 • 5 CIDE SECTION 17921.3 /8!. 1. CLOTHES DRYER MOISTER EXHAUST DUCT, MIN. 4' DIAMETER TO THE OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER DUCT LENGTl-1 IS LIMITED TO 14' WITH 2 ELBOWS OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APFROVED BY THE BUILDING OFFICIAL. /SUBMIT A REQUEST FOR MODIFICATIONS! CMC S04.32.2. B. PROVIDE MIN. 100 SQ INCHES OF MAKE UP AIR AT THE LAUNDRY ROOM /TO REFLACE AIR BEING EXHAUSTED BY DRYER VENT AND EXHAUST FAN, IF APPLICABLE!. ':l. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH SHOWER HEADS INSTALLED SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 12' ABOVE THE FLOOR CRC R307.2. D WATER HEATER+ FAU I. WATER HEATER SHALL HAVE I 8' 1-!IGH PLATFORM. COVER PLATFORM WITH !,/B' TYPE 'X' GYPSUM. STRAP WATER 1-!EATER TO RESIST SEISMIC FORCES WITH TWO STRAPS, ONE ON THE BOTTOM I /3 OF TANK AND ONE ON THE UPPER 1/3 OF TANK STRAPS SHALL BE 3/4" X 24 GAUGE WITH 1/4' X 3' LAG SCREWS ATTACHED DIRECTLY TO THE FRAMING. 2. PROVIDE F ; T VALVE ON WATER 1-!EATER RUN DISCHARGE LINE TO EXTERIOR WITHIN b' OF GRADE. 3. COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE PROVIDED FER CMC 2013. 4. IN SEISMIC ZONES 3 AND 4, WATER HEATERS 51-!ALL BE ADEQUATELY BRACED TO RESIST SEISMIC FORCES. TWO STRAPS SHALL BE PROVIDED (ONE STRAP AT TOP L /3 OF THE TANK AND ONE STRAP AT BOHOM L /3 OF THE TANK!, S. PRESSURE AND TEMPERATURE RELIEF LINES FOR WATER HEATERS SHALL EXTEND OUTSIDE OF Tl-IE BUILDING. WHERE IT IS IMPRACTICAL TO EXTEND Tl-IE DRAIN LINE OUTSIDE THE BUILDING THE LINE MAY TERMINATE IN AN APPROVED STANDPIPE. A FULL ONE-INCH AIR GAF 15 REQUIRED 81':TWEEN THE F ; T DRAIN LINE AND TH!: ST ANDFIFE. FOLICY P-8. b. WATER HEATER= SIZED FER TITLE 24 1. FORCED AIR UNIT SYSTEM THAT ARE LOCATED IN ATTIC. FROVID!: A FERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH FOR FURNACE. CONDENSATE LINE MUST DISCHARGE INTO A PLUMBING FIXTURE. LOCATE FAU FER TRUSS LAYOUT, IF AFFLICABLE. SIZE FER TITLE 24. B. ATTIC ACCESS SHALL BE 30' X 30'. THE OPENING MAY BE 22' X 30' IF THE EQUIPMENT CAN BE REMOVED THROUGH SUCH OPENING. 30' MIN. CLEAR HEADROOM IN ATTIC ABOVE THE ACCESS OPENING. PROVIDE MIN 30" DEEP UNOBSTRUCTED WORKING SPACE IN FRONT OF FURNACE. ':l. THE FASSAGEWAY TO THE ATTIC MOUNTED WARM-AIR FURNACE SHALL BE UNOBSTRUCTED, HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24' WIDE AND NOT BE LONGER THAN 20' IN LENGTH THROUGH ATTIC. I0.EQUIFMENT SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION OR OTHER EQUIFMENT OR DISABLING THE FUNCTION OF REQUIRED FIRE-RESISTANT CONSTRUCTION. 11. FAU'S LOCATED IN CLOSET OR ALCOVE.THE CLOSET OR ALCOVE MUST BE 12" WIDER THAN THE FURNACE OR FURNACES TO BE INSTALLED AND NOT BE LONGER THAN 20' IN LENGTH THROUGH ATTIC. 12. UNVENTED GAS LOG HEATERS SHALL NOT BE USED IN A FACTORY BUILT FIREFLACE UNLESS THE FIREPLACE SYSTEM HAS BEEN SFECIFICALL Y TESTED, LISTED AND LABELED FOR SUCH USE FER ULL 27 AND CRC R 1004.4. E FIRE STOPS I. FROVIDE FIRE STOPS AT Tl-IE FOLLOWING LOCATIONS, A IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 8. AT All INTERCONNl=:CTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SFACES SUCH AS OCCUR AT SOFFITS, DROF CEILINGS AND COVE CEILINGS. C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF Tl-IE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISH!:D± D.IN OPENINGS AROUND VENTS, FIFES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A FASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. E. AT OPENINGS BETWEEN ATTIC SF ACES AND CHIMNEY CHASES FOR FACTORY-BUILT CHIMNEYS. LEGEND = 0 EXISTING WALLS TO REMAIN NEW STUD WALLS NEW 51-!EAR WALLS, SEE STRI.JCT FOR DETAILS WINDOW TO REMAIN NEW WINDOW, SEE SCHEDULE EXISTING DOOR TO BE REUSED NEW DOOR SEE SCHEDULE FULL HEIGHT CABINET 42'-':l" 4'-3" 1'-5 l/8" 5'-1! l/4' B'-5 1/8" 4'-0'' 2'-0" I tl) -N Co tl) ' (fl " N Co <J1 ' - "' ~ I I I I I I I I p I I I I I I I I : I Jffe I , ~I --->k---------1L CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. __ _ CDNO. __ _ Date: ____ _ Don Neu. City Planner RECOMMENDED BY: __________ _ 4'-3" DATE: ____ _ F.F. TV PROPOSED HEAT 4GLO MEZZ04B DIRECT VENT GAS FIREFLACE ANSI Z21.BB-20I4-VENT @ THROUGH WALL GREAT ROOM DINING ~ -11-- -2' I "' ' ENTRY FF'= 212.0' I I ---,-I--=-0--I I I I I COVl;RED I PATIO I I I d L,-="'~7! I 0 ' Cf' CD L __ CONC. PATIO 3'-3" B'-4 1/2'' B'-2" 3':l'-4 i/2" 4'-c', l/2" GD 20'-6" !I'-7' LANDSCAPING DRYER BOX, GAS VAL VE AND WATER/DRAIN eox RECESS FER DETAILS, COORD. W/ MANUF. STORAGE /NON COND. SPACE! 3 -4 112" GUEST BEDROOM (~ i.' . " ' ' ,....r,::;') (_J:Ji--' I tl) _j --~l) __ ! @ I 0 MASTER SATl-1 M.45TER eeDRQOM l4'-I0' CD I II -2'1 I ©, I I I I<#> I I I ,, tl) CONC, PATIO -~ "' ' "' i,, ' tl) "' tl) ' N CONC. FATIO tl) ' I) N N ' -N Co tl) ' (fl " @FIRST FLOOR FLAN A EB NORTH 114• = 1·-10• I ~ z _J WOJ >~ _j ll~ w QN 3 01 _J <[ 0 _Jo I 0 >-' zO z z<t: N =s (0 ~ <S) <S) ~_J -~ll 3 01 <[ C) 0)0 _j d) I. CONSISTENCY DETERMINATICN 12/02/201'3 OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DRAWING, /J.S INSTTM.tENT OF SERVICE, IS AND SHALL REMAIN THE PROPER"!Y OF THE ARCHITECT AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT ntE PERMISSION OF TI-IE ARCHITECT. THE CONTRACTOR SHALL VERIF'f All. DIMENSIONS AND EXISTING CONDITTONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/1'3 1'314 FLOOR FLANS OF ROOF 4 VENTILATION NOTES: I. PROVIDE GUTTERS 4 DOWNSPOUTS PER PLANS AND ELEVATIONS. 2. PROVIDE ATTIC VENTILATION AS REQUIRED. MINIMUM VENT AREA 15 L /1!:'>0 OF ATTIC AREA OR L /300 OF ATTIC AREA IF AT LEAST !:'>0% OF Tl-lE REQUIRED VENT 15® LEAST 3'-0' ABOVE EAVE VENTS OR CORNICE VENTS. ATTIC VENTILATION OPENINGS 51-lALL BE COVERED W / CORROSION RESISTANT METAL HE51-l W / HE51-l OPENINGS OF 14' IN DIMENSION. 3. PROVIDE GALVANIZED 26 GA IRON ROOF FLA51-llNG "'ALL ROOF AND WALL INTERSECTIONS, VALLE,5, AND G.I. DIVERTER5 OV I EXTERIOR DOORWA,5 AND 1-llGl-l SIDE OF FIREPLACE Cl-llHNE, STACKS (Wl-lERE OCCURS!. 4. PROVIDE PL ,WOOD CRICKETS AND G.I. FLA51-llNG.,AN, AND ALL PRECARIOUS WATER COLLECTION 5POT5 ON ROOF TO DIVERT WATER TO NATURAL ROOF FLOW. 1/4" /FT. HIN,.,, ALLE,5. !:'>. ROOFING TO BE DIBITEN TORCl-l 5,5TEH 6, JOl-lN5 HANVILLE UL-TGFU.RL 0161 A5THb222 OR APPROVED EQUAL b. EXTERIOR LATl-l, PROVIDE TWO LA,ER5 OF GRADED PAPER OVER ALL Tl-lE WOOD BASE 51-lEATl-llNG. CRC R103h.3. 1. 7. ALL G.I. FLA51-lING 51-lALL BE PER 5.H.ACNA. 5T"LDARD5. B. A CLA55 'A' ROOF A55EHBL, 51-lALL i3E INSTALLED. RAIN GUTTERS: FOR STORM WATER POLLUTION CONTROL PURP05E5,-ALL-RUNOEF FROM ALL ROOF DRAINS 51-lALL Dl5Cl-lARGE ONTO GRA55 AND LANDSCAPE AREAS PRIOR TO COLLECTION AND Dl5Cl-lARGE ONTO Tl-lE STREET AND/OR INTO Tl-lE PU6LIC STORM DRAIN 5,5TEH. GRA55 AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL 51-lALL NOT i3E MODIFIED WITl-lOUT A PERMIT FROM Tl-lE CIT,. p 0 0 R s C H E S,M. NOMINAL SIZE TYPE THK SPECS ~ CALLOUT STUD (llJxH) DIM FIRST FLOOR "' 16'-0'x1'-IZ)' HV4' PRE HUNG 3-1/2' "' 2'-8'x8'-0' i-3/4' PRE HUNG 3-112' "' 3'-~'x8'-0' 1-3/4' SOLID IL!) WIGLASG LITE PRE HUNG S-11./' @4 PER ELEVATION 1-3/4' SOLID llJD W/G:LAS& LITE PRE HUNG !Hr,!' @& s·-~·xe'-rti' 1-3/4' PRE HUNG 3-112' ,,. 2'-8'x8'-IZ>' 1-3/4' SOLID UlD W/GLAS& LITE PRE HUNG S-1/2' ,,, 2'-6'x8'-0' 1-3/4' PRE HUNG 3-1/2' (Z/6 2'-4'x8'-IZI' 1-3/4' PRE HUNG 3-1/2' ,,. 2'-b'xS'-0' 1-3/4' PRE HUNG 3-11.1' "' 2'-4'x8'-0' 1-.3/4' PRE HUNG 3-1/2' II 5>'-9'x8'-0' 1-3/4' SOLID IL!) WIGLA% LITE PRE HUNG &-1/2' 12 2'-lb'x8'-0' 1-3/4' PRE HUNG 3-1!.2' 13 1'-':l'x8'-0' 1-3/4' SOLID WD W/GLA55 LITE PRE HUNG 5-1!.2' 14 1'-':l'x8'-0' 1-3/4' SOLID WD W/GLA55 LITE PRE HUNG &-V2' NOTES, I. ALL DOORS TO BE PROVIDE WITl-l DOOR STOPS TO HATCl-l DOOR 1-lARDWARE. T'r'PE AND LOCATION OF DOOR STOPS TO i3E REVIEWED WITl-l OWNER 4 ARCl-llTECT PRIOR TO INSTALL. 2. ALL POCKET DOOR TO 1-lAVE 1-lEAV'r' DUT, 2!:'>e>• CAPACIT, 1-lARDWARE OR GREATER, 5TANLE, 40!:'>5!:'>0 OR BETTER. w I N p 0 w s C H E p TYPE TYFE DOOR 4 WINDOW NOTES: I. ALL OPENA6LE WINDOWS ARE TO 1-lAVE SCREENS REFER TO Tl-lE EXTERIOR ELEVATIONS FOR Tl-lE OPENING SECTIONS AND LOCATIONS OF WINDOWS TO 1-lA,E HUTIN i3AR5. COLOR TO HATCl-l WINDOW FRAME, 2. MANUFACTURED DOORS AND WINDOWS ARE TO MEET ANSI OR NWHA ST ANDARD5 AND ARE 50 LABELED. a. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE FULL, WEATl-lER5TRIPPED. 4. ALL OPENINGS ARE TO BE CAULKED AND SEALED± I.E. AROUND JOINTS IN WINDOWS. a. ALL SLIDING GLA55 DOORS AND WINDOWS HARKED 'TEMP' ARE TO 1-lAVE 3/lb" TEMPERED GLA55. •· WINDOWS ARE To BE Fli3ERGLA55 FRAMED, DUAL GLAZED, CLEAR GLA55. 1. SEE T-24 CALC5 FOR GLAZING REQUIREMENTS AND VALUES. s_ Tl-lE MANUFACTURED WINDOWS 51-lALL 1-lAVE A LABEL ATTACl-lED CERTIFIED 6, Tl-lE NATIONAL FENESTRATION RATING COUNCIL <NFRC! AND 51-lOWING COMPLIANCE WITl-l Tl-lE ENERG, CALCULATIONS. s. GLAZING IN Tl-lE FOLLOWING LOCATIONS 51-lOULD BE OF 5AFET, GLAZING MATERIAL -SLEEPING ROOMS HUST 1-lAVE A WINDOW OR EXTERIOR DOOR FOR EHERGENC, ESCAPE. Tl-lE EHERGENC, EXIT HUST MEET Tl-lE FOLLOWING CRITERIA, A DOORS AND ENCLOSURES FOR 1-lOT TUBS, Wl-l\RLPOOL5, SAUNAS, STEAM ROOMS, i3ATl-lTUi35 AND 51-lOWERS AND IN AN, PORTION OF A i3UILDING WALL ENCLOSING Tl-lE5E COMPARTMENTS Wl-lERE Tl-lE BOTTOM EXPOSED EDGE OF Tl-lE GLAZING 15 LE55 Tl-lAN be>" Ai30VE A STANDING SURFACE AND DRAIN INLET. 13. GLAZING IN DOORS. C. GLAZING ADJACENT TO A DOOR Wl-lERE Tl-lE NEAREST VERTICAL EDGE OF Tl-lE GLAZING 15 W\Tl-llN A 24' ARC OF EITl-lER VERTICAL EDGE OF Tl-lE DOOR IN A CLOSED POSITION AND Wl-lERE Tl-lE i30TTOH EXPOSED EDGE OF Tl-lE GLAZING 15 LE55 Tl-lAN 60' Ai30VE Tl-lE WALKING SURFACE. (SIDE LIGl-lT5 NEXT TO ENTR, DOOR, WINDOW AT LOFT NEXT TO Tl-lE DOOR! le>.5LEEPING ROOMS HU5T 1-lAVE A WINDOW OR EXTERIOR DOOR FOR EHERGENC, E5CAPEvo Tl-lE EHERGENC, EXIT HUST MEET Tl-lE FOLLOWING CRITERIA A MINIMUM !:'>.1 SQUARE FEET NET CLEAR OPENABLE AREA 6. 24' MINIMUM NET CLEAR OPENABLE 1-lEIGl-lT C. 20" MINIMUM NET CLEAR OPENABLE WIDTl-l D. MAXIMUM FINl51-l SILL 1-lEIGl-lT TO BE NO HORE Tl-lAN 44" ABOVE FINl51-lED FLOOR p u L E GLZ U-FACTOR Sf-jGC DBL/TEMP DBL/TEMP DBL/TEMP DBL/TEMP DBL/TEMP DBL/TEMP u L E JAMB LOCATION GARAGE 6TOR ENTRY KITCHEN G:.CL G. BDRM G BDRM. G. BA. M. 6A. M. BA. M. BA. M.BA t1. BDRM. M. BDRM. REMARKS ROLL-UP GARAGE DOOR EXTERIOR DOOR EXTERIOR ENTRY DOOR WI GLAS& SIPE LIGHTS ALL ALUM. 4-PANEL C01'NER POCKETING CLOSET SLIDERS EXTERIOR SLIDING DOOR INTERIOR DOOR INTERIOR DOOR INTERIOR DOOR POCKET DOOR EXTERIOR &LIPING DOOR INTERIOR DOOR EXTERIOR SLIDING DOOR EXTERIOR 5LIPING DOOR ALUM. / GUTTER__,/ SYM. NOMINAL SIZE LOCATION U-FACTOR REMARKS <WxH! MATERIAL OPERATION SINGLE DOUBLE TEMPERED EXT Sf-jGC FIRST FLOOR Al 6'-6'xl'-6' ALUM.JCLAD FIXED CASE. GREAT ROOM • • A2 G'-b'xb'-12'' ALUMJCLAD FIXED CASE. GREAT ROOM • • BJ 2'-6'xl'-6' ALUM./CLAD FIXED CASE. Gi<EAT ROOM • • 62 2'-IZl'xG'-@' ALUM.JCLAD CASEMENT G--REAT ROOM • • CJ S'-JZl'xl'-6' ALUM./CLAD AUNING DIN>JG • • C2 S'-e>'x6'-e>' ALUM.JCLAD FIXED CASE. DINnscl • • D 3'-b'x4'-6' ALUM.JC LAD FIXED CASE. KITCHEN • • E 4' -1Zl'x8' -IZl' ALUHJCLAD FIXED CASE. M. 6D1'11. • • FJ .3'-6'x2'-0' ALUM.JC LAD FIXED CASE M. BDRM. • • F2 3'-6'x2'-1Zl' ALUM.I CLAD AllNING M. BDRM. • • GJ 2'-e>'x2'-e>' ALUMJCLAD AUNING M. W.L CL • • G1 2'-e>'xii>'-0' ALUM.JCLAD FIXED CASE. H. WJ. CL. • • 1-ll 2'-6'x2'-0' ALUM./CLAD AIINING M.6A • • H2 2'-6'x2'-e>' ALUM/CLAD AUNING M.BA • • JJ 2'-6'x2'-0' ALUM./CLAD AUNING M.BA " • J2 2'-6'x2'-0' ALUH.!CLAD AUNING '1 BA • • J3 2'-b'x2'-1Zl' ALUM.JCLAD AUNING M.BA • • J,4 2'-6'x2'-12'' ALUM/CLAD AUNING M. BA GI • Kl 3'-b'x2'-JZ>' ALUM/CLAD AIINING Ft>J11L Y ROOM " • K2 .3'-6'x2'-IZ'' ALUMJCLAP AUNING FAMILY ROOM " • L 2'-12''x5'-G' ALUM/CLAD CA5EMENT FAMILY ROOM " • j M 2'-fZJ'x&'-6' ALUM.I CLAD CASEMENT FAMILY ROoM • .. CLEAR &TORY AA 4 '-IZ''x2' -IZl' ALUMJCLAP FIXED CASE. GREAT ROOM " • 66 4'-0'x2'-0' ALUHJCLAD FIXED CASE. GREAT ROOM • .. cc 4'-e>'x2'-0' ALUHJCLAP FIXED CA5E. GREAT ROOM • • DD 4'-iZl'x2'-0' ALUM.ICLAD FIXED CASE. KITCHEN GI GI EE 4'-0'x2'-IZI' ALUHJCLAD FIXED CASE. KITCHEN • • FF 4'-0'x2'-e>' ALUMJCLAD FIXED CASE. KITCHEN .. GI . TO MEET EMERGENCJ EXITING EGRESS REQUIREMENTS NOTES, I. SEE ELEVATIONS FOR WINDOW HEAD l-lEIGl-lT5. 1 1/4.: 12 SLOPE L T-1" 1-'4: !2 SLOPE 77 11 ~ i L_ 1-'4: 12 SLOPE l I I I L '---ALUM. V £:! Sf = N ' -r w (L 0 _j <l) l I 2B!:'>h'I TD.Fe-I l'-0" GUTTER _ __,, '----2-PL, TORCl-l 5,5TEH W/ LIGl-lT COLORED GRANULAR CAP 51-lEET, CLA55 'A' ROOFING A55EH6L, <T,PICAL UNLESS OTl-lERWI5E NOTED! --------·· - I - ¼.:12 SLOPE -I ,4 I I _J 3,\2 SLOPE 3,12 SLOPE @ROOP FLAN 1 ,,,., 12 SLOPE ALUM. GUTTER l '-2e0E>' Q~ TD.R l'-0' ---+---e--~ ~-ALUM. __J 2B!:'>A' TD.R GUTTER -------NEW ROOF W/ A5Pl-lAL T 51-llNGLE ROOFING- CLA55 'A' ROOFING A55EHBL, PER DETAIL CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. __ _ CDNO. __ _ Date: ____ _ Don Neu, City Planner RECOMMENDED BY: __________ _ DATE: ____ _ EI) NORTI-I \') z _J w OJ >0 _J Ci0 w (}N 3 07 _J <[ Q __.o I 0 >---' zO z z<l: N :J ((l ~ d) d) 0-1 --~(l 3 07<[ 0 010 _j d) I, CONSISTENCY DETEfl/11NATION 12/02/201'3 - OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DRAWING, l>S INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPER1Y OF lHE ARCHITECT AND SHALL NOT B'E REPRODUCED. PUBLISHED OR USED IN A~ WAY wm-rour ll-lE PERMISSION OF THE ARCHITECT. THE CONTRACTOR SHALL VERIFY All. DIMENSIONS AND EXISTING CONDmONS AT THE SITE BEFORE PROCEEDING WITT-I EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/1'3 1'314 ROOF FLAN OF }f CEMENT !30ARD PLANK LAP SIDING, TYP. --~ 12 ~ ~ ~ ~"'.I ~"'.I ~-,i,J /28S.4' TD.R ___ , ,---------------------- ----------~ -~ l~i ff,' . ] 11c,1101JIC,ff 0II ~!, ff,\ i ! / \ I,\ I I ;,,'~@ ' -----·-I: 1 ~II i ?J1 Iii 17"'4" }Ip:, F. , F ' !' .. I I/ \ ·1) '"' I ; I t,_,_, ___ ,_,_,,,,.,., ... , . .l. ..... , .. ,, ... ,,.,., .... , ... ,_,_ --~ -~ i----------------.... --... . """"'"'"""'"'"- ~i I ' -rr co ;i <l) ,,, ' ~I ill I:: I I I 0 ' _J I 1!1 IL ' " }f }f }f Cl " "' i ~--·-Cl c---<() ' }f lL ~ Q llL Cl 0 _I u) CD ' ' Cl }f -I ill -Q' 0 IL~ Ill ~ :--iF ' Cl N ----' -0 _j ---:: ill @i <l) "" IL ·3Z ' • . Cl X C)<[ X _J ' ~ I <[_JI <[ <l) ' I::~,_ I::~ I I -·--I - FINISH GRADE~ I CEMENT !30ARD \ PLANK LAP 3-COAT P.C. SIDING, TYP. STUCCO, TYP. ---- 280.S' I TD.R ,-i:=========================i-, 7 4- I ' ,-.: I I 0 0 0 ' _J a ill x <[ I:: , __ ~ ----- Ji:;5::,_e,· TD.R. -1-- \__ FINISH GRADE 12 3 -,S) ' '" -----~--------·-· !30TTOM OF SLA!3 ~~~F~--~===--==--r=---=--=-=----=--=-=~=-:t=-=--i=P I rFr= "2 <l) <l) ill }f "' ,S) ' \ _J lL C) "' C) Q Ill 0 0 ' (ij 0 I ' a ill IL C) ;::; _J---:: <l) "' -,S) ' "' I ·3Z X C)<[ <[ _J I I: ~ l- Q "' ---- ~ l-- ~ ~ r-- l-- l--"" -"' 0'-0' S.F. <EL•21!.e>'! 3-COAT P.C. _J STUCCO, TYP. PLATE LINE ~ 8'-1' AS.F. z I: " "' lL C) C) Ill 0 w IL . C) X _J <[ <l) I:~ 1ST FLOOR 0'-0' S.F. <EL•212.0'! FINISH GRADE 3-COAT P.C. STUCCO, TYP. SOUTH ELEVATION I I I/\ I 1?01 }f Ii \J.3 ! ' ® I ' 0 " -----I '' }f ' a;, I Q ' ' ,S) ' I ' /7'\ /;'\ A-::,Y '¢_-;Y _c_28'Sh' TD.R - }f -f-8. - __,._D.R --- 2 '54' ------f-------- I r I ~ ~ ~ I I ' 3-COAT P.C. _J STUCCO, TYP. ~ ' }f ---- 12 -13 ------- ~ ' r I I '-~-~, r··-,.· -_J ; I i 1/;f I ;--i -' 11~ f"''"'I'"" ~, -i I\ r ~ .. ,,,,,,_. ,----' \ J': -i ~ llf~-l 'l -ii ~ : ..... ,_,. :Er ---~--B ,_,:, ii" E ' fH ----·----~--18--~R, $PLATE LIN 8'-1' A.SF. EL .t--.lST FLOOR e>1-0'1 SE <EL•272.e>'! I- I -0 oo -' _J Q ill x <[ I:: ROOFINc, PER PLAN @EAST ELEVATION /;'\ A-::,Y TD.R 280.S' TD.R. CONSISTENCY DETERMINATION EXHIBIT FOR ORJGINAL PROJECT NO. __ _ CDNO. __ _ Date: ____ _ Don Neu, City Plarmer REC011MENT>ED BY: __________ _ DATE: ____ _ ~-3-COAT F.C. STUCCO, TYP. [ASPHALT SHINGLE . ----- _['28S.4' ------ }f CEMENT !30ARD PLANK LAP SIDING, TYP. __ J 28Sh' __ J;T.O.R --- - I }f -·-·---·-··"· }f - }f - ~ - --?---CD - / ' © I ! @WEST ELEVATION ---------- ~. ' I I ' 'I I :1 I I 'K~ • ' I I ' I I \ • /I I I I \ I \__DIRECT VENT CEMENT !30ARD PLANK LAP TERM. SIDING, TYP. @NORTH ELEVATION - Q ' Q \__<E!GRADE "1"\ 1ST FLOOR '---!"'0'-0' 5.F. /EL•212.0'! ----r -+--- Ali'\ PLATE LINE ;,'--F 8'-1" A.S.F. <l) <l) w I:: _J Q ' " lL C) "' "' C) lL Q QI C) ' C) ill 0 Ill IL~ Cl N 0 _J--;-; ill <l) "' IL '3Z . C) X () <[ X _J <[ -l I <( <l) I: ~ l-I:~ Al"\ 1ST FLOOR - ' '--F 0'-0' S.F. /EL•212.0'! 1/41 II 1'-01 ~ z _J ill(\) >Q _J llQ w QN 3 (}1 _J <( 0 _Jo -:r 0 >-' zO z z <( N ::J ((l <f) <f) ~ Q_J --~ll 3 (}1 <( 0 r<) 0 _J ti) I. CON5151ENCY DETE~INATICN 12/02/2015 OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DRAWING, AS INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERT'l' OF lHE ARCHITECT AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN Afff WAY WITHOUT THE PERMISSION OF Tl-IE ARCHITECT. IBE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDmONS AT THE SITE BEFORE PROCEEDING wm-t EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/15 1'514 ELEVATIONS A=4.1 OF .,,,,--- a Q --- ---- ,,,,.---- LL Cl ~ Ct~ w :i ;... IL -::, X Cl I: §) <:[_J_~ I: <I) .• ~ "' ' iP -- 271.07' (P! EL. - ' "1 271h l' <P ! EL. l'-0" I' 1' , , --- r ' "1 ____ J CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. __ _ CDNO. __ _ Date: ____ _ Don Neu_ City Planner RECOMMENDED BY: __________ _ DATE: ____ _ "0' ;1,-,' 12 ---. _ _,,. ----------L--~---- GREAT RM Q ' " --- - ' "1 r ' "1 12 DINING LL Cl Cl ll' w IL~ Cl N _J_ -:: <I) "' ·3z X Cl <I q __J :r I: ~ .... ~ ' N ::, " " ::, ::, §)' r C() ' "' ENTRY r -' -1--- 271.83' (P! EL. 271.07' !P! EL., KITCHEN WALL 211.5' <P ! EL. ;... ::, C() ' "' PLATE LINE LL () B'-7' A.5.F. Cl ll' C() Ct~ ' wz "' IL - -Q x Cl I: G. BDRM r ' <{ _j ~ (:) ' (:) I: <I) .• ' C() ~ "' I .,,. ..---..--- -------- ---~ $ 15TFLOOR r ,z,•-,z,• 5F. __/ !EL • 272.IZl' ! I @BUILDING SECTION 7 HALL: G.BA (:) ' " IL Cl Cl ll' Ct ~ w· IL,'; x Cl I: '<{ ....J s:::::! I: <Sl .• ~ "' @BUILDING SECTION --- i IL Cl ~ (:) Ct ~ I ill :i _,. IL -I: x Cl M. BDRM. t~~ @BUILDING SECTION 'I I I l'-0," 1- 271hl' (P! EL. 1/4' • l'-/Zl' PLATE LINE B'-7' A.S.F. ----------IST FLOOR IZl'-IZl' SF. (EL • 272./Zl' ! 1/4' • l'-/Zl' -ffiL..,_ __ $ PLATE LINE B'-7' A.SF. $ ISTFLOOR r O'-IZ>' SF. __/ <EL • 272./Zl'! 271.5' (P ! EL. ---... ~ z _j w (.\) >& _J OC& w QN =3 01 _j-<[ Q _Jo I Q >-' zO z z-<r N :J ill <S) <S) ~ &_j -\.\) oc =3 01-<[ 0 (1\ 0 _J tl) I. CON515TENCY DETE~INATION 12/02/2019 OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE2 SAN DIEGO ,CA 92109 THIS DRAWING, AS INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERT'f OF 11-IE ARCHITECT AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN !>Ni WAY WITHOUT THE PERMISSION OF THE ARCHITECT, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDmONS AT TH1:: SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/19 1'314 13UILDING: 5ECTION5 OF SLOPE - BROW DITCHES TO BE PROVIDED AT TOP OF ALL CUT SLOPES SUBSEQUENT TO COMPLETION & PRIOR TO GRADING APPROVAL 12" s~ .·=II' ,'/ 11 II 11~ 111- 1 I ' 3" 470-C-2000 CONCRETE REF. D-75 SDRSD TYPE D, CITY OF CARLSBAD MOD/FICA TION TO SDRSD OR 3" 2500 PSI AIR PLACED CONCRETE WITH/ 6x6x#10x#10 WELDED WIRE MESH 5" THICK CONCRETE DRIVEWAY PER GEOTECHICAL ENGINEER MINIMUM SECTION 3" PERFORATED PIPE IN ¾" AGGREGATE WRAPPED IN FILTER FABRIC ENVELOPE TO APPROPRIATE OUTLET FLUSH CURB AT TRANSITION BETWEEN DRNEWAY AND TURF BLOCK (OR EQUIV.). 12" MIN DEPTH TURF BLOCK OR PERMEABLE PAVER. INSTALLATION PER MANUFACTURE'S INSTRUCT/ON TYPICAL DESIGN SECTION --TOP SOIL IN OPENINGS FILL 0.5" (13 mm) BELOW SURFACE 1"-1.5" (25-40 mm) BEDDING SAND TURF BLOCK DRIVEWAY 0 SECTION NOT TO SCALE EOG PROJECT No.:175837-5 DAlE:1-13-20 3"¢-1.5"¢ EXPOSED - ROCK OVER GEOTEXTILE LINING 11 J:i.QirS SIZE PER PLAN 12" MIN ' a,: ..., ':;§ I ,, i<l ,.--)?i!J+:i==/ "'o -4" 3" 0.2C l1 ·5c\l.1 1. PLACE 3 ANCHORS PER SQUARE YARD OF GEOTEXTILE MATERIAL 2. INSTALL GEOTEX WOVEN MONOFILAMENT GEOTEXTILE (NO. 117 FT. OR EQUAL) ~T~Os~E LINED swALE 0 0 10 20 1~._____,,_.1 __ 1111 Feet SCALE: 1 "=10'-0" NOTE: EARTHEN BERMS TO BE PROVIDED AT AU FILL SLOPES SUBSEQUENT TO COMPLETION & PRIOR TO ROUGH GRADING APPROVAL. F;=F :::E=LEV:;::;:~1~2% SLOP£ ~~½( POST-CONSTRUCTION SOURCE CONTROL BMPs· ISC-1I ISC-3I ISC-5I PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 PROTECT OUTDOOR MATERIALS STORAGE AREAS PROTECT TRASH STORAGE AREAS ISC-6I ADDNL BMPS BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS: ON-SITE STORM DRAIN INLETS LANDSCAPE/OUTDOOR PESTICIDE USE POST CONSTRUCTION SITE DESIGN BMPs; ISD-1 i MAINTAIN NATURAL DRAINAGE PATHWAYS AND HYDROLOG/C FEATURES ISD-2I CONSERVE NATURAL AREAS, SOILS, AND VEGETATION ISD-3I ISD-41 ISD-5I ISD-6I ISD-7I '\'iOF ESS / ON, ~~ .,.,.( ,__<-" ,,_,~ E. Fri,, ,.,. ~ ?..,~ v;-G'I.,.. MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS AREA DISPERSION RUNOFF COLLECTION LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES EXISTING PROPOSED LEGEND PROPERTY BOUNDARY 5" DRIVEWAY CONCRETE PAVING OVER SUBGRADE COMPACTED TO 95% R.C. ---SETBACKS (27~ ~ _/(:2 74) EXISTING CONTOUR --B PROPOSED EARTHEN BERM PER DET. 1 4" SDR-35 STORM DRAIN PIPE ~ PROPOSED CONTOUR 0 4" DIA AREA DRAIN, NDS BOX OR EQUIV. COBBLE SWALE PER DETAIL 2 ---w-- ---s ------ FS=277.2 FG=277.4 ~16 "" I 1.,..1 I ~••/\a \v - I -I"' I O ... I e aJ CJ ~ I~\;.... I 0 I ~ IV, I IFL=276.2 \ ---._ TG=273.2 IE=272.2 EARTHWORK QUANTITIES cur __ ~5=4.,,_o __ cy FILL: --=3~0 ___ cy IMPORT: -~O ___ cy EXPORf_-"-5'--'10'-__ cy REMEDIAL:-----"TB"'D,__ __ FLOWUNE & FLOW DIRECTION (E) WATER MAIN/ LATERAL (E) SEWER LATERAL PROP. SPOT ELEVATION (E) SPOT ELEVATION (E) EDGE OF PAVEMENT (E) RETAIN/NG/LANDSCAPE WALL (E) BLDG TO REMAIN PROPOSED BLDG LIMITS (E) HARDSCAPE CUT/FILL LINE PROPOSED DOWNSPOUTS (E) WATER METER (E) WATER METER 18" SQ DRAIN INLET, NDS BOX OR EQUIV. ~ 11 I l 11 I 1111111 I I I 0 --- I 11 _I__ ' _, _ I _ I __ l_ I_ I_,_,_ __ I _LLLI I I IIlll --s-- --GAS-- lfil 1 ( • D CONSTRUCT/ON LEGEND ti\ 5" DRIVEWAY CONCRETE PAVING OVER ~ SUBGRADE COMPACTED TO 95% R.C. @ PR!JPQWJ CMtJ l;gl'J,'WI/G 14(',U PfR SDRSD C-1, 81 -0 MAX WALL HEIGHT @ PROPOSED EARTHEN BERM PER DET. 1/ SHEET 3 (l) 4" SDR-35 STORM DRAIN PIPE @ 4" DIA AREA DRAIN, NOS BOX OR EQUIV_ @ COBBLE SWALE PER DETAIL 2/ SHEET 3 CI) TRENCH DRAIN NDS OR. EQUIV. @ 6" POP-UP EMITTER, NOS OR EQUIV. ® PROPOSED CMU RETAINING WALL PER SDRSD C-2, 5'-4" MAX HEIGHT @ PROPOSED FLATWORK -TURF BLOCK AREA _ PER DETAIL 4/ SHEET 3 @ 6" SDR-35 STORM DRAIN PIPE @ 12" SQ DRAIN INLET, NOS BOX OR EQUIV. @ PRP. SEWER LATERAL WITH CLEANOUT @ PRP. GAS LINE EXTENSION @ (E) % " WATER METER UPGRADE TO 1" TRENCH DRAIN NDS OR. EQUIV. 6" POP-UP EMITTER, NDS OR EQUIV. PROPOSED CMU RETAINING WALL PER SDRSO C-2, MAX WALL HEIGHT 5'-4" PROPOSED FLATWORK -TURF BLOCK AREA. PER DETAIL 4 6" SDR-35 STORM DRAIN PIPE 12" SQ DRAIN INLET, NDS BOX OR EQUIV. PRP. SEWER LATERAL WITH CLEANOUT PRP. GAS LINE EXTENSION (E) % " WATER METER UPGRADE TO 1" CONCRETE BROW DITCH PER DETAIL 3 3" SDR-35 STORM DRAIN PIPE 3" DIA AREA DRAIN, NDS BOX OR EQUN . CONCRETE APRON ABBREVIATIONS FF FP FL IE TW HP FS FG TG (E) (N) PL TF FINISHED FLOOR ELEVATION FINISHED PAD ELEVATION FLOW LINE INVERT ELEVATION TOP OF WALL HIGH POINT FINISHED SURFACE FINISHED GRADE TOP OF GRATE EXISTING NEW PROPERTY LINE TOP OF FOOTING @ CONCRETE BROW DITCH PER DETAIL 3/ SHEET 3 @ 3" SDR-35 STORM DRAIN PIPE @ 3" DIA AREA DRAIN, NDS BOX OR EQUIV. @ 18" SQ DRAIN INLET, NDS BOX OR EQUN. @ CONCRETE APRON @ =;G'lf 6~~' ?%:9wftt' ¼t:%~ @ PRQPQWJ CM~ '7-"A~NG 14(',b!, PER SDRSD C-4, 5 -4 MAX WALL HEIGHT SURVEY NOTE: THE ELEVATIONS DEPICTED HEREIN ARE TIED TO CITY OF CARLSBAD BENCHMARK pr: NO. 119 PER RECORD OF SURVEY 17271 AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. ELEVATIONS PROVIDED ON THE ORIGINAL CDP TOPO WERE TIED TO COUNTY OF SAN DIEGO 200 SCALE TOPO 362-1671. THE RELATIVE ELEVATION DIFFERENCE BETWEEN THE TWO PLANS IS 5 FEET. GUTTER AT GARAGE SHOULD BE ROUTED TO AREA DRAIN SYSTEM AT FRONT OF THE PROPERTY. IMPERVIOUS SURFACE SUMMARY BUIL T 11 HOUSE AND GARAGE(SF) 3490 2403 DRIVEWAY (SF} CONCRETE PAVING 3189 765 TOTAL (SF) 6679 RCE __ _ EXP, ___ _ DATE 3168 REVIE'w'ED BY• .... ~~~~~~"< 2:1 SLOPE !;; t INSPECTOR DATE a:: No, 65122: ~ ~ 'E~~~~l *-SH~ET CITY OF CARLSBAD I SHE1ETS I .... ·'-..."-::./» PAD ELEV 0.5' MIN //~'< _ '-; "'7.'§=-~-=-f":':!:-'-'.-~::=E:..:..N..:..........::B=E=R...!.!M.!..!...--i(I) • 1,,_, ENGINEERING DEPARTMENT ~ cL 1c ._<> __) ,--,--t----------------+--____jf------1---+---J ~P;;:R;;:EL~IM=:;l:7NA~R:=::Y:==G=:R:=A~D:::IN~G=P~L=A=N=F=O=R,======~=::::::::=::! C OF c1i,t.\"ti CONSISTENCY DETERMINATION EXHIBIT FOR ORJGINAL PROJECT NO. CDP 2017-0064 CD NO. CD 2019-0023 Date: ___ _ Don Neu, City Planner RECOMMENDED BY, _________ _ DATE, DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GR2D19-0019 APPROVED: CITY ENGINEER DWN BY: R.V. CHKD BY: RVWD BY: SLOWIK PROPERTY JASON S. GELDERT RCE 63912 EXPIRES 9 /30 /20 DA TE PROJECT NO. DRAWING NO ,CDP2017-006f, . 1 DEV2017 0216 1 518 2A PLANT SCl-iEDULE TREES 5HRUB5 ® w ® @ @ @ @ @ ® @) QTY 2 2 2 QTY 6 3 26 20 1 4 23 10 13 II \ BOT AN I CAL NAME ALOE X 'HERCULES ARE6UTU5 UNEDO LOPH05TEMON CONFERTU5 OLEA EUROPAEA 'SWAN HILL' TM QUERCU5 SUBER BOTANICAL NAME AEONIUM MINT SAUCER AGAVE ATTENUATA 'NOVA' Cl5TU5 PULVERULENTU5 SUNSET FE5TUCA MAIRE! HE5PERALOE PARVIFLORA 'BRAKELIC.HT5' TM MUHLENBERGIA RIC.ENS RHAMNU5 CALIFORNICA 'LEATHERLEAF' SAL VIA LEUCANTHA 'SANTA BARBARA' SALVIA X 'BEES BLl55' WE5TRINC.IA FRUCTIC05A 'BLUE C.EM' GROUND COVERS QTY BOTANICAL NAME 1,34& SF BACCHARl5 PILULAR15 'PIGEON POINT' 1,600 5F CAREX TUMULICOLA 3E>S SF 5ENECIO MANDRALl5CAE 'BLUE CHALK 5TICK5' COMMON NAME SIZE HERCULES ALOE 24' STRAWBERRY TREE 24" 6Rl56ANE BOX 24" SWAN HILL OLIVE 36' CORK OAK 36' COMMON NAME SIZE MINT SAUCER AEONIUM I C.AL BLUE CLONE E, C.AL ROCKR05E E, C.AL ATLAS FE5CUE IC.AL BRAKE Lie.HTS E, C.AL RED YUCCA DEER C.RA55 I C.AL CALIFORNIA E, C.AL COFFEEBERRY MEXICAN BUSH 5AC.E 5 C.AL 5AC.E E, C.AL COAST ROSEMARY E, C.AL COMMON NAME SIZE COYOTE 6RU5H FLAT BERKELEY 5EDC.E I C.AL 5ENECIO FLAT CONTAINER BOX BOX 60X BOX 60X CONTAINER POT POT POT POT POT POT POT POT POT POT CONTAINER POT WUCOL5 LOW LOW --MODERATE -- LOW LOW WUCOL5 LOW LOW LOW LOW LOW LOW LOW LOW LOW LOW - WUCOL5 SPACING LOW 12' O.C. LOW 12' 0.C. LOW S' O.C. \ TURF CONCRETE BLOCK WITH SYNTHETIC TURF IN PRIVATE DRIVEWAY -- EXISTING HOUSE TO REMAIN PLANTER WALL TO BE REMOVED PER CIVIL FLANS. DISTURBED LANDSCAPE SHALL 6E REPLACED WITH LOW WATER NEEDS PLANTS / \\ , , : _,,_.,, - , / ; , , . .., __ ' I \ ! . . z49.04' '·- ss r :55' 22:'W DRIVEWAY FER CIVIL PL/;N r'/ ___. ~ ~~'½4)4,,"-a, - -- - - '·- \ \ v /\ \v/ \ ' -;'.1/ I ! 1\ ," /)( ' I • ...,"" ' / 1 \ <() CONCRETE PATIO 0 (/) \ \ \ OUTDOOR 6BQ AREA D.8. SURFACE \ \ NOTES: • INCORPORATE COMPOST AT A RATE OF AT LEAST FOUR CU6IC YARDS FER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES INTO LANDSCAPE AREA !UNLE55 CONTRADICTED BY A SOIL TEST!. CONSISTENCY DETERMINATiON EXHIBIT \ E9 • A MINIMUM THREE INCH (3"! LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN TURF AREAS, CREEFIN OR ROOTING C.ROUNDCOVER, OR DIRECT 5EEDINC. APPLICATIONS WHERE MULCH 15 CONTRAINDICATED AND EXCLUDING 5LOFE5 6d AND STEEPER FOR ORlGINAI. PROJECT NO. __ _ CDNO. __ _ Don Neu, City Planner @LANDSCAPE FLAN NORTH • (I! 15 C.AL TREE SHALL 6E PROVIDED FER SOO 5F. OF SLOPE GREATER THANE,' VERTICAL AND (I) IE> C.AL TREE FER E>OO SF. FLUS (I) ADDITIONAL E, C.AL. TREE FER 1000 5.F. FOR 5LOPE5 GREATER THAN 6' VERTICAL. RECOMMENDED BY: __________ _ DATL ____ _ • ALL TREES WITHE,' OF ANY WALK, CURB, DRIVE, BUILDING, UTILITY OR HARD5CAFE ELEMENT SHALL RECEIVE 10' OF 46" DEEP ROOT BARRIER APPROVED BY CITY UNLE55 OTHERWISE INDICATED ON THE FLANS. LANDSCAPE PLANT NOTE, I. LAND5CAFINC. CON5I5TINC. OF C.ROUNDCOVER, 5HRUB5, AND TREES SHALL 6E USED TO SCREEN ELEMENTS OF UN5I8HTLINE55 AND 5CREEN/50FTEN NEW IMPROVEMENTS, WATER METERS AND UTILITY TRANSFORMERS. UTILITY TRANSFORMERS AND OTHER ABOVE GROUND UTILITIES MAY ONLY BE SCREENED TO THE EXTENT ALLOWA6LE 6Y EACH INDIVIDUAL FRANCHISE UTILITY COMPANY. 2. SPACING OF PLANTS SHALL ALLOW FOR THEIR SIZE AT MATURITY. 3. TREES WITH SURFACE ROOT 5Y5TEM5 AND/OR BROAD BRANCH STRUCTURES SHALL BE PLANTED ONLY WHERE SUFFICIENT SPACE 15 AVAILABLE. ROOT BARRIERS ARE TO BE USED WHERE TREES ARE LOCATED WITHIN 10' OF ANY HARD5CAPE IMPROVEMENT. 4. SEE CIVIL ENGINEERS FLANS FOR LOCATION OF L.1.P. FEATURES. E>. SUBSURFACE IRRIGATION SHALL BE INSTALLED IN ALL PLANTING AREAS WITHIN 24" OF HARD5CAFE. 6. SUBSURFACE IRRIGATION SHALL BE INSTALLED IN ALL AREAS LE55 THAN TEN (10! FEET IN W!PTH IN ANY DIRECTION. 7. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. FIRE PROTECTION NOTE, THIE> PROJECT 15 NOT BOUNDED OR CONTAIN HAZARDOUS OR NATIVE VEGETATION, NO FIRE PROTECTION ZONES ARE PROPOSED IRRIGATION NOTE, ALL LANDSCAPE AREAS 15 HOMi=OWNER MAINTAINED, AND IRRIGATED WITH POTABLE WATER GRADING NOTE, SURFACE DRAINAGE (2% 8RADE IN PLANTING AREAS! SHALL BE AWAY FROM STRUCTURES AND TERMINATE IN AN APPROVED DRAINAGE SYSTEM. CITY OF CARLSBAD SLOPE RE-VEGETATION NOTES, SLOPES 6.! OR STEEPER REQUIRING EROSION CONTROL MEASURES A5 SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANT INC. 5T ANDARD5, a. STANDARD I -COVER CROP/REINFORCED STRAW MATTING, COVER CROP SHALL BE A SEED MIX TYFICALL Y MADE UP OF QUICK GERMINATING AND FAST COVERING C.RA55E5, CLOVERS, AND/OR WILD FLOWERS. 5U6MIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAY5. TYPE OF REINFORCED STRAW MATTING SHALL BE A5 APPROVED 6Y THE CITY AND STAKED TO THE SLOPE A5 RECOMMEND1'D BY THE MANUFACTURER REINFORCED STRAW MATTIN8 SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST IE> AND APRIL IE>. THE COVER CROP AND/OR REINFORCED STRAW MAT SHALL 6E USED THE REMAINDER OF THE YEAR b. STANDARD "2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA 5HAl.-L BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT 50IL BINDING CHARACTERISTICS <PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERA8E WITHIN ONE YEAR). c. STANDARD "3 -LOW 5HRUB5 LOW SPREADING WOODY 5HRUB5 (PLANTED FROM A MINIMUM OF I GALLON SIZE CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY <10%! PERCENT OF THE SLOPE FACE <AT MATURE SIZE!. d. STANDARD •4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE 5HRUB5 SHALL BE /PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE ii) FER TWO HUNDRED (200) SQUARE FEET. 5LOPE5 -6, I OR STEEPER AND, a. 3' OR LE55 IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD •1 !COVER CROP OR EROSION CONTROL MATTING.!. b. 3' TO 6' IN VERTICAL HEIGHT REQUIRE 5T ANDARD5 •1 <EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), "2 AND "3. c. IN EXCE55 OF 6' IN VERTICAL HEl8HT REQUIRE 5T ANDARD5 •I !EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP! "2, •3, AND •4. AREAS GRADED FLATTER THAN 6,1 REQUIRE STANDARD •1 !COVER CROP! WITH TEMPORARY IRRIGATION WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS, •· SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH C.RADINC.. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED 6Y THE CITY AS Hl8HL Y VISIBLE AREAS TO THE PUBLIC, OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION FLANS CONTAINED IN THE CITY OF CARLSBAD'S WATER EFFICIENT LANDSCAPE REC.ULATION5. I UNDERSTAND THAT CONSTRUCTION DRAWINC.5 ARE TO BE PREPARED IN COMPLIANCE WITH THOSE REC.ULATION5 AND THE LANDSCAPE MANUAL. I CERTIFY THAT THE FLANS WILL BE PREPARED IMPLEMENTING THOSE REC.ULATION5 TO PROVIDE EFFICIENT UE>E OF WATER NAME DATE ~ z _J w OJ > (:;) __J OC(:;) w QN 3 (}l __J q Q __Jo I Q >-' zO z z-<1 N ::J ill tl) tl) 'y_ (:;) __J -~oc 3 (}l q () ('('\ 0 __J rj) I. CONSISTENCY DETERMINATION 12/02/201~ OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DRAWING, l>S INS'JRUMENT OF SERVICE, IS AND SHAlL REMAIN THE PROPERTY OF THE ARCI-IITECT AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT TI-lE PERMISSION OF THE ARCHITECT. TI-lE CONTRACTOR SHALL VERIFY All. DIMENSIONS AND EXISTING CONDmONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/1~ 1914 I LANDSCAPE FLAN I L-1.0 OF I I I I I ?j: <CJ ·; i . QOME&TIC ) // WATER METEi<( LOC~'..~9~/1·,,' / / // / . / -0-_+-c f;,/ r/ ' I' /, '·-;:f;:.~ ··;(. /'I , I\ / / I FR.,___,__,.,_- c:, i a· c:,, "I /J 9= f -I -t --·•------------"~ ~·-·· _·--_----_t_ ....... ------- IRRIGATION MATERIAL SYMBOL MANUFACT_ @ F.O.C. ~ COLONIAL VALVE ei WILKJNS [g +-IUNieR 181 i-.LINTER CRESLINE WEST --- MODEL NOJ DESCRIPTION EXISTING HOUSE TO REMAIN CONNECT D01J.N5TREAM OF THE EXISTING: l4• DOMESTIC HETER, YERfFY SIZE, LOCATION, AND PRESSURE IN FIELD, W!TH otLNER OR AUTHOR[ZED REFRE$ENTAT!YE PRIOR TO coMHENCING UJOF<!!< 812>I SERIES TRUE UNION BAU .. VALVi:, LINE SIZE 512>0-HLR SERIES PRESSURE REDUCING: VALVE WITH 10 TO 125>P61 5FRING RANGE HUNTER Fro-c HODUI-AR, INDOOR MOUNT IRRIGATION CONTROLLl:R 51ZE AS REQUIRED, INSTALL WITHIN GARAGE 50LAR-5'rNC RAIN SENSOR, MOUNT TO EAVE OF 6LD5. AND WIRE TO CONTROLLER FER MANUFACTURER INSTRUCTIONS. PVC FIFE JI.~• SC!-!. 4(2) AS MANILINS 18' seLOW GRADE -- ' : \ «\ \ I • i, I ' I -' \ / \\ / I / / --- ~r-""-, \ 1\ 0 \ - @I-IYDROZONE PLAN \ \ \ \ \ \,., E9 NORTl-l '° . "t; lo 0 en \ \ l-!1DROZONE LEGEND IRR. DESCRIPTION MANUFACT. MODEL NO. ZONE I, LOW WATER USE LANDSCAPE DRIP ZONE 2, MODERATE WATER USE BUBBLERS BUBBLER ZONE 3, LOW WATER USE LANDSCAPE MP ROTATORS ALL LANDSCAPE AREAS SHALL BE A COMBINATION OF LOW AND vERr LOW WATER USE PLANT MATERIAL LANDSCAPE AREAS ZONE SQ. FT. ZONE le LOW WATER USE LANDSCAPE ZONE 2, MODERATE WATER USE BUBBLERS (4!:>F PER BUBBLER> ZONE 3, LOW WATER USE LANDSCAPE TOT AL LANDSCAPE AREA NOTES ALL LANDSCAPE AREAS ARE MAINTAINED Br THE HOME OWNER AND IRRIGATED FROM THE PRIVATE POTABLE WATER METER ALL IRRIGATION EMISSION DEVICES MUS MEET THE REQUIREMENTS SET IN THE ANSI STANDARD, ASABE/ICC 802-2014_ ©LANDSCAPE IRRIGATION SPRINKLER AND EMITTER STANDARD,~ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0-65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 3,271 88 277 3,636 AREAS LESS THAN TEN (10) FEET IN WIDTH IN AN, DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OF OTHER MEANS THAT PRODUCES NO RUNOFF OR OvERSPRAr HUNTER HDL-06-12-XX-CV HUNTER HDL-06-12-XX-CV HUNTER PROS-06-PRS40-CV-MP800SR-S0 LANDSCAPE AREA (%) 100% CONSISTENCY DETERMINATION EXHIBIT FOR ORIGINAL PROJECT NO. __ _ CDNO. __ _ Date: ____ _ Don Neu, City Planner RECOMMENDED BY: ___________ _ DATE: ____ _ \ \ \ ~ z _J w (l) >~ _J 0,-:~ w QN 3 (fl __J -q Q __Jo 0 =t >-' ZQ z z -q N ::J [Q U) U) 'y__ ~__J -~ 0,-: 3 (fl -q () ('[\ 0 __j ti) L CON5l51ENC, DETE~INATION 12/02/2019 OASIS ARCHITECTURE & DESIGN, INC. 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DRAWING, f-S INSTRUMENT OF SERVICE, IS AND SHAll_ REMAIN THE PRO!'ERTl' OF THE ARCHITECT AND SHAU. NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE ARCHITECT. THE CONTRACTOR SHALL VERIFY /ILL DIMENSIONS AND EXISTING . CONDmONS AT THE SITE BEFORE PROCEEDING WITH EACH PHASE OF HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/19 1914 11-lYDROZONE PLAN 1 L=2.0 OF Appendix D Prescriptive Compliance Option This appendix contains prescriptive requirements \vhich may be used as a compliance option to the \Xiater Efficient Landscape Ordinance and this Landscape 1fanual for projects of less than 2,500 square feet. Compliance ,vith the following items is mandato11-· and must be documented on a landscane nlan in order to use this ontion. Project Annlicant: MARK C. NfORRlS Date: 12/02/2019 Prniect Address: 3960 SUNl'<'YHILL DR. Assessor's Parcel Number: 207-064-0200 Total Landscarn-Area; 3 636 SF Turf Area: 0 I Plant Area: 3,636 SF Proiect Tyne::: RESlDEN'fIAL \\1ater Sunnlv Type: DOivIESTIC Project Contact Name and Number: MARK :\iORRIS (858)273-:>632 "1 agree to comply ,-,,--itb the requirements of the ptescriptlve compliance option to the City of Carlsbad Landscape Manual" Signed: Date: YES NIA :REQUIREMENTS . . . X A_ Incorporate c(Jmpost at a rate of at least fom cubic yards per 1,000 Sl[Llarc feet to a depth of six inches into land~caoe area (unless contraindicated bv a soil test) B. Plant material shall comply with all of the following: 1. For residential areas, install climate adapted plants that require occasional, little or no summer X ,vater (aYerage \v'UCOLS plant factor 0.3) for 73% of tbe plant area excluding edibles and areas using recycled ,vater. 2. For non-residential areas, install climate adapted plants that require occasional, little or no summer X water (average \\/UCO LS plant factor 0.3) for 100% of the plant area excluding edibles and areas usim, recycled \,;a.ter. 3. A minirnurn three inch (3") larer of mulch shall be applied on all exposed soil surfaces of planting X areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications \vhere ni.ulch is contrnindicated. C. Turf shall comply with all of the follo\vinz X 1. Turf shall nN exceed 25% of the landscape area in residential areas, and there shall be no turf in non-residential areas. X 2. Turf shall not be planted on sloped areas which exceed a slope of 1 foot -.ettical elevation change for everv 4 feet of horizontal length. 3. Turf is prohibited in parkways lc.ss than 10 feet ,vide, unless the parhvay is adjacent to a parking X strip and used :o enter and exit Yehicles-Any turf in parhvays must be irrigated by subsmface irri2:ation or by other technolo2:y that creates no oversora.v or runoff D. Irriv..tion sv~tems shall comolr with the followimr: X 1. Automatic irrigation controllers are required and must use evapotranspiration or soil moisture sensor data and utilize a rain sensor. X 2. irrigation contrnllers shall be of a type ,vhich does not lose programming data in the eYent the primarr PO\Ver source is interrupted. X 3. Pressure regulators shall be installed on the irrigation system to ensure tl1e dynamic pressme of the system is \Vithio the manufacturers recommended nressure ra~O"e. X 4. I:V:(anual shur-off valves (such as a gate valYe, ball Yalve, or butterfly Yalve) shall be installed as close as possible to rhe point of connection of the water sunnh·. 5. J\.11 irrigation emission devices roust meet the 1·equi1·ements set in the ANSI standard, ASABE/ICC X 802-2014. ''La:1dscape Irrigation Sprinkler and Emitter Standard," AU sprLnkler heads installed in the landscape mmt document a distribution uniformity low quarter of 0.65 or higher using the protocol defined inASABE/ICC 802-2014. X 6. Areas less t.½an ten (10) feet in width in any direction shall be irrigated '"ith subsurface irrigation or other means that nroduces no runoff or oversurar. X E. For non-residential projects with landscape areas of 1,000 sq. fr or more, a private submeter(s) to measure landscane water use sh.all be installed. At the time of iinal inspection, the permit applicant must prO\-ide the owner of the property \Yith a X certificate of completion, cei-tificate of installation, irrigation schedule and a schedule of landscape and irrigation maintenance. Appendix D City of Ca..-lsbad Landscape Manual I ./ , I., / - . < ~/~-t i ---\ - = - -- l=Xl6TING HOU61= TO Rl=MAIN . . / ' ' / , /'.,'~,.-:!:-/ ,· ,", ,/ ,~-----'···~ " ~-.. :'.'.'.".*.'--..:,:::: ... ·-~:·~ - \\ \\ /\\ : I I -- --\~-- \( \ ' I ' ' , I / \v -- ' CONSISTENCY DETERNlINATION EXHIBIT FOR ORIGINAL PROJECT NO.~~- CD NO. __ _ Date: ______ _ Don Neu, City Planner RECOMMENDED BY, _____________ . DATE: _____ _ - / ' / (/ ---~~-sIT-:-.:,.:::-t":;.=··::::::. - i 1------- -- @WATER U5E PLAN I - y ' _, ~ ' I I POTABLE WATER LOCATIONS f£ \ \ · 11\trl,, \<\\i , ' ,. ' ' . \ \ \;. C .]<. .. S.. ., ·I, .. , .,.. ' / i·:·-~ t_.;.·:~ _1~·-::t-I :i } ',\! .,,. ci• .' 1•. ••,• I \ ' ·:· .. :"J-=.l\::=:_::+=-~ :··::-'. ~- 'i,~i' E9 NORTH 11 • l!Z'1-rz:>1 ALL IRRIGATION PROVIDED 16 POTAE3LI= WATl=R \ \ \ \tJ z _j ill C() >~ _j oc~ w ON :3 01 _J<[ Q _Jl) =t Q 'r ' zD z z<l N ~(j) ~ tl) tl) ~_J -~oc :3 01 <[ () ('() l) _J d) I. CCN515TENCY DETE~INATION 12/02/201':l OASIS ARCHITECTURE & DESIGN, INC . 858-273-5632 1015 TURQUOISE ST. SUITE 2 SAN DIEGO ,CA 92109 THIS DRA\YU,IG, r,s INSTRUMENT OF SERVICE. JS AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT AND SHAtL NOT BE REPRODUCED, PUBUSHEO OR USED IN ANY WAY WITHOUT THE PERMISSION OF THE ARCHITECT. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTif.lG CONDmONS AT THE SITE BEFORE PROCEEDING WITH EA.Cl-I PHASE OF" HIS WORK. DRAWN BY CHECKED BY MCM MCM DATE JOB NO. 12/02/1':l 1914 WATER USE PLAN L = 3.0 OF