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HomeMy WebLinkAboutCDP 2017-0064; SLOWIK ADU; Administrative Determination~ 0 00 ~ 6 0 CD C e C1l ~ > ·c: 0 CD C ~ u::: LL '§ CD (f) ::, --c-: () STORMWATER POLLUTION CONTROL BMP NOTES CONCRETE WASHOUT -CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WAS CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS -A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES -A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. EROSION CONTROL -EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. -NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. -DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. -REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. -TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. -PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. -WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL STORAGE -STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE. -ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING -CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT -CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. -NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. -MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. -POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. -PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. -ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION. FIRE DEPARTMENT NOTES: 1. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" HIGH WITH A MINIMUM STROKE OF .5". WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 2. LOCATION AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS. A MINIMUM OF l" WATER METER SHALL BE INSTALLED. 3. A FIRE UNDERGROUND FLUSH CERTIFICATION SHALL BE REQUIRED AT FINAL INSPECTION. 4. A HYDRO INSPECTION OF THE FIRE SPRINKLER SYSTEM IS REQUIRED PRIOR TO FRAME INSPECTION. ONLY THE NEW PIPING SHALL BE TESTED. FIRE SPRINKLERS AUTOMATIC FIRE SPRINKLER SYSTEM -AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED PER N.F.P.A. 13D, THE MOST CURRENT EDITION SHALL BE USED AND THE LOCAL FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE. PLANS AND INSTALLATION MUST BE BY A Cl 6 LICENSED SPRINKLER CONTRACTOR. GREEN BUILDING STANDARDS: 1. THE SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER AWAY FROM BUILDINGS. PLANS SHALL BE PROVIDED AND APPROVED BY THE CITY ENGINEER THAT SHOW SITE GRADING AND PROVIDE FOR STORM WATER RETENTION AND DRAINAGE DURING CONSTRUCTION. BMP's THAT ARE CURRENTLY ENFORCED BY THE CITY ENGINEER MUST BE IMPLEMENTED PRIOR TO INITIAL INSPECTION BY THE BUILDING DEPARTMENT. 2. RECYCLING, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTION AGENCY THAT REGULATES WASTE MANAGEMENT, PER CGC 4.408.2 3. INTERIOR MOISTURE CONTROL AT SLAB ON GRADE FLOORS SHALL BE PROVIDED BY THE SOIL ENGINEER RESPONSIBLE FOR THE PROJECT PER SOIL REPORT PER CGC SECTION 4.505.2.1, ITEM 3. 4. POLLUTANT CONTROL -DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVEkED. CGC 4.504. l 5. POLLUTANT CONTROL -VOC's MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 4.503 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND 4.504.5 FOR, ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 4.504.2 6. INTERIOR MOISTURE CONTROL -CONCRETE SLABS WILL BE PROVIDED WITH A CAPILLARY BREAK. CGC 4.505.3 7. INTERIOR MOISTURE CONTROL -THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIED IN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BY ONE OF THE METHODS LISTED IN CGC 4.505.3. 8. INDOOR AIR QUALITY -THE BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY A HUMIDISTAT. CGC 4.506.1. 9. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3 RIGHT OF WAY NOTE: ~-& ,, OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEA5l, 2 WEEKS P IOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A' TOP K NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW THE LOCATION OF WHER E PROPERTY LINE IS. UTILITY NOTE: ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND DRAINAGE NOTE: 2 NO CONCENTRATED DRAINAGz-,~ A ENT PR PERTY LI S. WATER~~OM STRUCTURES FOR A MINIMUM (?F 1 0 FEET AT 2 PERCENT OR 5 PERCENT FOR LANDSCAPE PER CA BUILDING CODE 1804A ~ND BE CONVEYED TO AN APPROVED~~~-~ OPERATIONAL AND MAINTENANCE MANUAL: GENERAL CONTRACTOR IS TO PROVIDE THE OWNER AN OPERATION MANUAL CONTAINING INFORMATION FOR MAINTAINING AND OPERATING ALL APPLIANCES AND EQUIPMENT AT THE TIME OF FINAL INSPECTION. DEFERRED SUBMITTALS: -FIRE SPRINKLERS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFcSSIONAL IN RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITK THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DIMENSION NOTES: WRITTEN DIMENSIONS SHALL TAKE PRESEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR IN NO CASE SHALL SCALE THESE DRAWINGS. IF THE CONTRACTOR SHOULD FIND AN ERROR IN THE DIMENSIONS, HE SHALL NOTIFY THE DESIGNER PRIOR TO START OF CONSTRUCTION. BUILDING CODES THESE PLANS AND ALL WORK SHALL COMPLY WITH THE 2013 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE 2012 IRC, 2012 UMC, 2012 UPC, AND THE 2011 NEC. PROJECT DIRECTORY OWNER, ARCHITECT, STRUCTURAL ENGINEER, VICINITY MAP SHARON SLOWIK 3960 Sunnyhill Drive Carlsbad, California 92008 Caroline Dooley Architects 2979 State Street, Suite C Carlsbad, California 92008 T, 760.815.8748 caroline@carolinedooley.com TRUE SCOPE OF PROJECT -CONSTRUCTION OF A NEW 1-STORY SECOND DWELLING WITH A 2 CAR DETACHED GARAGE. ~~\ \ CDP i ~ ( 2017-0064 \, ~ \ 1I~ SHEET INDEX cs A0.O Al.O COVER SHEET SURVEY /SITE PLAN MAIN FLOOR PLAN A 1.1 ROOF PLAN / SCHEDULES A2.0 ELEVATIONS PROJECT DATA ~' CITY OF CARLSBAD Administrative Permit c.a,e No. Ct:(> J,017-OO{'i ~No.''A ,, -uJ'' Date ~zs /;.o, L PROJECT ADDRESS, 3960 SUNNYHILL DRIVE {G ~ .. ~ CARLSBAD, CA 92008 /STO~r\~ \;?~ R-4 R• I -15,000 A.P.N., 207-064-0200 LEGAL DESCRIPTION, 002647 LOT 28*POR* CONS ~~~NB OCUPANCY GROUP, SP~i".lol:D (E), DESCRIPTION OF USE, HEIGHT, LOT AREA, FLOOR AREA ANALYSIS, FLOOR AREA EXISTING RESIDENCE, (E) LIVING AREA, (E) GARAGE, (E) TOTAL RESIDENCE, 2ND DWELING, NEW LIVING AREA, NEW 2 CAR GARAGE, NEW COVERED DECK, NEW TOTAL DWELING, R4-RESIDENTIAL SINGLE FAMILY RESIDENCE 14'-0" MAX 3, 12 ROOF 10'-0" MAX <3, 12 ROOF 23,526.9 SQ.FT. 2,073 SQ.FT. 782 SQ.FT. 2,855 SQ.FT. 1,200 SQ.FT. 440 SQ.FT. 625 SQ.FT. 2,265 SQ. FT. • , () z -....J ....J w ~' 0 0 z N ~ -~ 0 ....J V) REVISION CDP CDP ORA WING TITLE, COVER SHEET As indicated PROJ. NUMBER 00 -st-ro I'-- 0 00 0 ID C\I ~ cr, 00 <( 0 () <.!) I'-- "O "' ..0 (f) I·- .. ,:: C1l () c5 0 '-' CD > ·"' CD :~ ::::, 0 (fJ 0 "O -CD CD C CD 0 ~ -(fJ ~ C1l CD '-' cil @J -CD (fJ C cr, 0 I'--~ cr, C1l E C\I '-' . OJ O:o oo _J (\J _J (j) -<( Io >--zo Z<( ::J OJ (f) (f) o_J c.o 0: (j) <( MO DATE 09/27/7B 72/06/78 DATE 12/06/18 NEW LIVING TOTAL, NEW TOTAL FOOT PRINT, 3,273 SQ. FT. 5,120 SQ. FT. F.A.R., 5,120 SQ. FT./ 23,526.9 SQ.FT.= 0.22 MINOR GRADING REQUIRED DRAWN FLF CHECKED CFD cs DESIGNED CFD 60' Row ,/ 'I /\ I I I \ I PL I /. \ /7. EJ 5/8" WATER MET;~•-. ~•. UPGRADE TO I" ' I \ '\~ I I /;PER C/Ty COMMENTS, / EXISTING ENCROACHMENTS IN THE C/Trs RIGHT OF w A y SHALL BE REMovw I I I I SEE GRADING PLAN FOR DRAINAGE DETAILS I / I I \ 262.0 Pl (E) DRIVEWAY EXISTING 1 STORY HOUSE ENTRY ._ '-·- ---·------·---PL- SITE LEGEND -. IOQ' ----~ SITE DRAINAGE FLow LINE EXISTING CONTOUR LINE (DASHED) MODIFIED CONTOUR LINE (SOLID) 200• D.G. (E) (P) @ ® &] f2JJ DECOMPOSED GRANITE MATERIAL (COMPACTED) EXISTING PROPOSED AREA DRAIN DA, YLIGHTs To RIP-RAP ELECTRICAL PANEL WATER STORM DRAIN INLET PROTECTION -----------------------~--------... ·--·-------~, -------------------- ------"· ·-., .. -----------------------.. ·--- SITE DRAINAGE NOTES: , '" ~o, "'" ,o •cc "''"'<zy, ,~o,,,ow, ,o ,~,.,, """"" eow. , '° ¾ °"' o '~% '""w om~ o~ono ~ow a,,~G m,o,,c, ro GRADE BELOW, UTILITY NOTES: ,. '"""° ow,, o~. ~o n,o-.c,, Ofy,ru •~'"'~" no""° ~w 2. UPGRADE EX/STING ELECTRICAL SUPPLY AS Nono ----~ --------------------------------- (E) RETAINING WALL ro REMAIL --· 209.79' 266.0 268.Q 27Q.o 272.0 274.Q Q EJ STORAGE SHED I.J~;--, --~------------~ ',rLANTER ~ --. 249.03' s 81 '35'25" w \ ,• ,.. _.:_ -"'IEJ-coNcRETE ' WALL To REMAIN 264'.0 266,Q 249.03' --' ' ·--., ,: ' ' ------' \ 268,Q SITE 276.Q / ,. i,: I ')'.I. I I ) 2" 102' - r(NJ RETAINING I 278_0 ) W All TO I CONTINUE (EJ \ / RETAINING /275.6 F.P, / WA[[ ' -----2 PARKING SPACE$ PER,;~EABLE PA VERS ..... __ \ PROPosm COVERED PAT10 c~T,O,e, ~ 274.Q 276,Q LANDSCAPs ABOVE, No GUARDRAIL . -::~EJ GRADE -!: . 8" CMu OR PER CIVIL ENG. PLAN 4" FRENCH DRAIN ----. '-.. - Tw~2a2.o BW~276, 280,Q / / . SYSB l 0'-0" 277.o 278,Q --, .. , I -~'--4 ·' -6" T ~283.5 swF2sJ.o TW"i28J.o BW_' 75.6 APN, 207.Q64.Q7 Tl -~-:--1__ (NJ RETAINING WALL U) 0 00 0 .I, ,q_ 0 0 9 m' ~ 0 0 -0 "-?. g ~& 4-4" AREA DRAINS (SEE GRADING PLAN FOR DRAINING) 282 E.G. ~ F.G. 0 z - I I I I RooF.~aov ' _, ----1 --,, ; I UTTER PROJEcno~ --·---" _, LJ.J $, . co CCo I 280.Q Q Qo -1?}1 (E) GRADE 8" CMU OR PER CIVIL ENG. PLAN 4" FRENCH DRAIN Q z "" f~ !_ is lo ' _, I Cl) ~ As indicated J PROJ. NUMBER ( DRAWN \ FLF =::! "'( fo 2:-zCl :::,~ Cl) Cl) 0-' co a:: 0) "'( ('J 0 DATE 09/27/18 12/06/18 4. WALL SECTION 2 ,~, -' \ c::;:::,'\\ . ....__...,,. . ~~:---- CFO DATE 12/06/18 DESIGNED CFO Ao.a ,._ co 0 0 (:.! "' 0) 0 il.i.l t,' CJj .0 <n ~ 1:0 CJj 0 -0 .E! :t: ·s (/J --CD ~ /1: -lfJ Qr: .E! J!! (/J ""( R' 0) "' ~ D Q) -6 0 <D C e (1j u cii .2: ~ 0 Q) C ~ u:: lL ,;; ~ Q) (/) ::) <. u Q) FLOOR PLAN GENERAL NOTES: l. PROVIDE 5/8" TYPE "X" GYPSUM BOARD @ALL SURFACES (WALLS OR CEILINGS) IN THE GARAGE THAT ARE COMMON WALLS BETWEEN DWELLING AREA & GARAGE. 2. PROVIDE ALL HOSE BIBS & 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". 5. IN SHOWERS AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES, PER UPC SECTION 412.7. 6. NEW WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY, SHALL USE NO MORE THAN 1.28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD A 112.19.2. H&S CODE, SECTION 17921.3(b). 7. PROVIDE KITCHEN FAUCETS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MINUTE (GPM). 8. PROVIDE SHOWER HEADS WITH A MAXIMUM OF 2.0 GALLONS PER MINUTE (GPM). 9. STATE HEALTH AND SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) AND CROSSLINKED POLYETHYLENE (PEX) FOR INTERIOR WATER SUPPLY PIPING. 10. GLAZING@ SHOWER & TUB ENCLOSURES SHALL BE OF TEMPERED GLASS, LAMINATED OR APPROVED PLASTICS. VERIFY TYPE WITH OWNER. 1 l. THE WALLS AND SOFFIT OF ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR ONE HOUR FIRE-RESISTIVE CONSTRUCTION AS FOLLOWS, 2x4 WOOD STUDS @ 16" O.C. W / ( 1) ONE LA YER OF 5 /B" GYPSUM WALLBOARD EACH SIDE. 12. GAS VENTS AND NONCOMBUSTIBLE PIPING IN WALLS, PASSING THROUGH THREE FLOORS OR LESS, SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. CBC, SECTION 711.3. 13. THE DISCHARGE POINT 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 5.7 SQUARE FEET WITH THE MINIMUM OPENABLE 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 SEPARATE TOOLS. 15. DOORS MAY OPEN INTO THE GARAGE ONLY IF THE FLOOR OR LANDING IN THE GARAGE IS NOT MORE THAN 1" LOWER THAN THE DOOR THRESHOLD. 16. 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. 1 B. PROVIDE FIRESTOPS, VERTICAL AND HORIZONTAL, IN ENCLOSED SPACES AT 10'-0" INTERVALS MAXIMUM. 19. FIREPLACES WITH GAS LOG HEATERS ARE REQUIRED TO HAVE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES WITH LPG LOG LIGHTERS ARE TO HAVE NO "PIT" OR "SUMP" CONFIGURATION. 20. COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE PROVIDED IN ACCORDANCE WITH UPC SECTION 507 AND TABLE 5-1. 21. WATER HEATERS REQUIRE A MINIMUM OF 2 STRAPS TO RESIST HORIZONTAL DISPLACEMENT. FLOOR PLAN NOTES: A MISCELLANEOUS: 1. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. THE EMERGENCY EXIT MUST MEET THE FOLLOWING CRITERIA a. MINIMUM 5.7 SQUARE FEET NET CLEAR OPENABLE AREA b. 24" MINIMUM NET CLEAR OPENABLE HEIGHT c. 20" MINIMUM NET CLEAR OPENABLE WIDTH d. MAXIMUM FINISH SILL HEIGHT TO BE NO MORE THAN 44" ABOVE FINISHED FLOOR 2. PROVIDE 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 PROPERTY LINE AND 3 FEET FROM OPENINGS INTO THE BUILDING. B KITCHEN, BATH+ LAUNDRY l. REFERENCE ELECTRICAL PLAN/SAND NOTES FOR LIGHTING, RECEPTACLES AND CIRCUITRY. 2. PROVIDE MECHANICAL VENTILATION AT A MINIMUM RATE OF 1 OOcfm. DUCTING SIZE AND LENGTHS TO MEET THE MINIMUM REQUIREMENTS OF ASHRA STANDARD 62.2 AND MAXIMUM SOUND RATING OF 1 SONE FOR CONTINUOUS OPERATIONS. 3. DISCHARGE POINT FOR EXHAUST AIR WILL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. SEC. 1203.3 4. 15" MINIMUM CLEARANCE FROM CENTERLINE OF WATER CLOSET AND 24" MINIMUM CLEARANCE IN FRONT OF WATER CLOSET. 5. IN SHOWER AND TUB-SHOWER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR HAVE THERMOSTATIC MIXING VALVES. 6. NEW WATER CLOSETS SHALL USE NO MORE THAN 1 .28 GALLONS PER FLUSH AND SHALL MEET PERFORMANCE ST AND ARDS EST AB LISH ED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE STANDARD Al 12.19.2 H & S CIDE SECTION 17921.3 (B). 7. CLOTHES DRYER MOISTER EXHAUST DUCT, MIN. 4" DIAMETER TO THE OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OR REQUIRED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVED BY THE BUILDING OFFICIAL. (SUBMIT A REQUEST FOR MODIFICATIONS) CMC 504.3.2.2. B. PROVIDE MIN. 100 SQ INCHES OF MAKE UP AIR AT THE LAUNDRY ROOM (TO REPLACE AIR BEING EXHAUSTED BY DRYER VENT AND EXHAUST FAN, IF APPLICABLE). 9. 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 72" ABOVE THE FLOOR. CRC R307.2. D WATER HEATER+ FAU l. WATER HEATER SHALL HAVE 1 B" HIGH PLATFORM. COVER PLATFORM WITH 5/8" TYPE 'X' GYPSUM. STRAP WATER HEATER TO RESIST SEISMIC FORCES WITH TWO STRAPS, ONE ON THE BOTTOM 1 /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 P & T VALVE ON WATER HEATER. RUN DISCHARGE LINE TO EXTERIOR WITHIN 6" OF GRADE. 3. COMBUSTION AIR FOR FUEL BURNING WATER HEATERS WILL BE PROVIDED PER CMC 2013. 4. IN SEISMIC ZONES 3 AND 4, WATER HEATERS SHALL 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). 5. PRESSURE AND TEMPERATURE RELIEF LINES FOR WATER HEATERS SHALL EXTEND OUTSIDE OF THE BUILDING. WHERE IT IS IMPRACTICAL TO EXTEND THE DRAIN LINE OUTSIDE THE BUILDING THE LINE MAY TERMINATE IN AN APPROVED STANDPIPE. A FULL ONE-INCH AIR GAP IS REQUIRED BETWEEN THE P & T DRAIN LINE AND THE STANDPIPE. POLICY P-B. 6. WATER HEATER= SIZED PER TITLE 24 7. FORCED AIR UNIT SYSTEM THAT ARE LOCATED IN ATTIC. PROVIDE A PERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH FOR FURNACE. CONDENSATE LINE MUST DISCHARGE INTO A PLUMBING FIXTURE. LOCATE FAU PER TRUSS LAYOUT, IF APPLICABLE. SIZE PER TITLE 24. 8. 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. 9. THE PASSAGEWAY 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. 10. EQUIPMENT SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION OR OTHER EQUIPMENT 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 FIREPLACE UNLESS THE FIREPLACE SYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED AND LABELED FOR SUCH USE PER Ull 27 AND CRC R 1004.4. E FIRE STOPS 1. PROVIDE FIRE STOPS AT THE 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. b. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND INLINE WITH THE RUN OF STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; d. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. e. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY-BUILT CHIMNEYS. WALL LEGEND EXISTING WALL !iii 1 -:Hi#il NEW STUD WALL :zz=zz; DEMOLISHED w ALL I•'/// ,1 PROPOSED ADDITION 2 PARKING SPACES PERMEABLE PAYERS 4' -0" . ' "' "' ....._, -- FLOOR PLAN 1/411 = 1'~0" 9' -11" 5' -11" 2 DN---+--+ PATIO F.F. 276' -6" 19'-11" DN I :1j' _ll LJ FAMILY ROOM F.F. 277' -6" CD II ///// /,23,' -3"" /· 277' -O" I 277' -6" 0 OJ KITCHE~ 0 0 ,-! LANDSCAPE I 278 -,3'-21/2" 48' -1" . ! ,-' - ~+-2'-0" o, -1 I c'.. I I I ~Ii 0 () 00 V 3' -2" HALL CD I 3' -7" '· .. --~ --~ ' -. -· .-' .. '' 8' / : STORAGE c,,J I~ i J 7 (non cond. space} --~ 1 D w GUEST ROOM ==c ,--- ® ' i -.L_ r-1' ----_,j' ~ ~ CD B HROOM 3' -, II Oo .. MASTER BATH 0 " 0 0 e---10· -4" CD MASTER BEDROOM 0 14' -11 1 /2" ---- 20' -O" GARAGE I I '---I I j ----I ! s I / r" " ½.. : i I I b 0 N CDP 2017-0064 I 276' _ 2" I SETBACK____,/! I 5' -O" 4' -6" b ~ ....._ " 0 "' ....._ M "' "' "' N b 0- i I I I I s1 I "' -0 • "' I I 0- • i I ~II ~11 I I I I TRUE co -si- !--co r--- D Q) t D l1) (\J ~ Ci) Q) <( D Q u ill r--- u.ll -0 m .0 (/) ~ (1j u 0 -u '-' Q) >- "" Q) :::, 0 :c (/) 0 -0 -Q) Q) C <D u ~ 0 -(/) ~ al <D '-' «i @! -Q) (/) C: Ci) 0 <I: r---~ Ci) (1j (\J '-' E l') z -...J ...J w ~' . co O:o oo 0 C\I ....I 0) ::::! <( 0 Io >--zo z Z<C :::) co Cf) Cl) (\I 0 ....I (0 a: I~ m<C C00 -~ 0 ...J I U) REVISION DATE A\ CDP 09/27/18 & CDP 12/06/1 8 DRAWING TITLE, MAIN FLOOR PLAN 1 /4" = 1 '-0" PROJ. NUMBER DATE 12/06/18 DRAWN FLF CHECKED CFD DESIGNED CFD A 1 .0 "" -~ Cf) Q. TI _9 --·---·--Or·-·-·-·· C :S2 ~ 0 ~ --~ 0:: ~ 0 a) ~ -0 0 a, C e ro 'i > ·;:: 0 a, C ~ u:: LL '§ a, CJ) :::J <. u co ROOF & YENTi LA TION NOTES: l. PROVIDE GUTTERS & DOWNSPOUTS PER PLANS AND ELEVATIONS. 2. PROVIDE ATTIC VENTILATION AS REQUIRED. MINIMUM VENT AREA IS l /150 OF ATTIC AREA or l /300 OF ATTIC AREA IF AT LEAST 50% OF THE REQUIRED VENT IS@ LEAST 3'-0" ABOVE EAVE VENTS OR CORNICE VENTS. ATTIC VENTILATION OPENINGS SHALL BE COVERED W / CORROSION RESISTANT METAL MESH W / MESH OPENINGS OF l /4" IN DIMENSION. 3. PROVIDE GALVANIZED 26 GA. IRON ROOF FLASHING @ ALL ROOF and WALL INTERSECTIONS, VALLEYS, and G.I. DIVERTERS ov / EXTERIOR DOORWAYS and HIGH SIDE OF FIREPLACE CHIMNEY STACKS (WHERE OCCURS). 4. PROVIDE PLYWOOD CRICKETS and G.I. FLASHING@ANY and ALL PRECARIOUS WATER COLLECTION SPOTS ON ROOF TO DIVERT WATER TO NATURAL ROOF FLOW. 1/4" /FT. MIN.@YALLEYS. 5. ROOFING TO BE DIBITEN TORCH SYSTEM BY JOHNS MANVILLE UL-TGFU.Rl 0167 ASTM6222 OR APPROVED EQUAL 6. EXTERIOR LATH, PROVIDE TWO LAYERS OF GRADED PAPER OVER ALL THE WOOD BASE SHEATHING. CRC R703.6.3. 7. 7. ALL G.I. FLASHING SHALL BE PER S.M.A.C.N.A. ST#lDARDS. 8. A CLASS 'A' ROOF ASSEMBLY SHALL BE INSTALLED. RAIN GUTTERS, FOR STORM WATER POLLUTION CONTROL PURPOSES,-All-RUNOEF FROM ALL ROill.DJIAllilS..SHALL DISCH_t,R_GE_QNTQ_Q_EASS AND__LANDSCAPE_,/\REAS PRIOR l'() COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. --- DOOR & WINDOW NOTES l. ALL OPENABLE WINDOWS ARE TO HAVE SCREENS REFER TO THE EXTERIOR ELEVATIONS FOR THE OPENING SECTIONS AND LOCATIONS OF WINDOWS TO HAYE MUTIN BARS. COLOR TO MATCH WINDOW FRAME. 2. MANUFACTURED DOORS AND WINDOWS ARE TO MEET ANSI OR NWMA STANDARDS AND ARE SO LABELED. 3. ALL EXTERIOR DOORS AND WINDOWS ARE TO BE FULLY WEATHERSTRIPPED. 4. ALL OPENINGS ARE TO BE CAULKED AND SEALED; I.E. AROUND JOINTS IN WINDOWS. 5. ALL SLIDING GLASS DOORS AND WINDOWS MARKED "TEMP" ARE TO HAVE 3/16" TEMPERED GLASS. 6-WINDOWS ARE TO BE FIBERGLASS FRAMED, DUAL GLAZED, CLEAR GLASS. 7. SEE T-24 CALCS FOR GLAZING REQUIREMENTS AND VALUES. 8. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH THE ENERGY CALCULATIONS. 9. GLAZING IN THE FOLLOWING LOCATIONS SHOULD BE OF SAFETY GLAZING MATERIAL .. SLEEPING ROOMS MUST HAYE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. THE EMERGENCY EXIT MUST MEET THE FOLLOWING CRITERIA, a. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS AND IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A STANDING SURFACE AND DRAIN INLET. b. GLAZING IN DOORS. c. GLAZING ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. (SIDE LIGHTS NEXT TO ENTRY DOOR, WINDOW AT LOFT NEXT TO THE DOOR) l 0. SLEEPING ROOMS MUST HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE_ THE EMERGENCY EXIT MUST MEET THE FOLLOWING CRITERIA. a. MINIMUM 5.7 SQUARE FEET NET CLEAR OPENABLE AREA b. 24" MINIMUM NET CLEAR OPENABLE HEIGHT c. 20" MINIMUM NET CLEAR OPENABLE WIDTH d. MAXIMUM FINISH SILL HEIGHT TO BE NO MORE THAN 44" ABOVE FINISHED FLOOR DOOR SCHEDULE -GUEST HOUSE DOOR SIZE DOOR GLASS __ _J ID w H AREA TYPE , MATERIAL , FINISH U-FACTOR SHGC NOTES ROOM --~------------------------~---------'-'---'-----'-------------j 7' -0" 7' -6" 53 SF !SLIDING ENTRY 2 16' -10" 7' -611 126 SF !SLIDING FAMLYROOM 3 8' -11" 7' -6" 67 SF SLIDING FAMLYROOM 4 2' -611 7' -9" 19 SF SINGLE FLUSH GUEST ROOM 4a 9' -O" 6' -811 60 SF SLIDING CLOSET wood paint ' CLOSET -GUEST ROOM 5 2' -611 7' -9" 19 SF SINGLE FLUSH [GUEST BATHROOM 6 2' -8" s· -o" 21 SF SINGLE FLUSH i MASTER BEDROOM 7 7' -3" 7' -6" 54 SF SLIDING I MASTER BATHROOM 8 2' -O" 6' -8" 13 SF SINGLE FLUSH wood paint MASTER CLOSET 9 7' -3" 7' -6" 54 SF FRENCH DOOR MASTER BEDROOM lO 12' -0" 7 -6" 90 SF SLIDING MASTER BEDROOM 11-·-.. L..,..o~-----o" 56_SF !GARAGE 12 a· -o" i7'-0" 56 SF I .. .. GARAGE ___ _ 13 2' -6" ;6' -7" 16 SF I SINGLE FLUSH STORAGE --...... --- -----j .-------------===---=---=-=·-==-----====--===~----------------==,.......!d..-===:i~ OPENING ID WIDTH HEIGHT SQ.FT. A 5' -3" l1 -6" 39 SF B 4' -1" 7' -6" 31 SF C 8' -O" 4' -611 36 SF D 3' -O" 3' -O" 9 SF E 3' -O" 4' -0" 12 SF H I J L FRAME TYPE MATERIAL FINISH FINISH FIXED FIXED CASEMENT SLIDING SLIDING FIXED FIXED FIXED FIXED WINDOW SCHEDULE -GUEST HOUSE GLASS I U-FACTOR SHGC:+--'T-=EM=P.-+ ___________ N:..:O=TE::-S __________ ____c_; ____ Rc,:O::cO::cMc::__ __ ---I :FAMLYROOM !SLANTED FIXED WINDOW -SEE DIMENSIONS ON ELEVATIONS SLANTED FIXED WINDOW -SEE DIMENSIONS ON ELEVATIONS SLANTED FIXED WINDOW -SEE DIMENSIONS ON ELEVATIONS SLANTED FIXED WINDOW -SEE DIMENSIONS ON ELEVATIONS : FAMILY ROOM KITCHEN MASTER CLOSET , GUEST BATHROOM : GUEST BEDROOM MASTER BEDROOM MASTER BATHROOM LIVING ROOM ., i i -- D -- I -- A2.1) 0 1/2" / 12" I ' ,,,., _________ - POLICARBONATE ROOFING PANEL ,. 19' -5" ------- ROOF 1 /8" = 1 '-0" "' - ------t, -N- I I t I I ---·--····· ·~ ' 286.0___,/ T.O.R. 286.l T.O.P . .,_ FLAT ROOF 285.0 ' ' I I ' FLAT ROOF 286.0 MAX SLOPE DOWN 2% 285.~_/ T.O.R. > / '-.__ I t+ i=~~~+--------==-l~~r' .,.,,,-, --1\ FIBERGLASS SHINGLES ) ~~ ' 3 l/2" / 12" ' I 31/2" / 12" i --- 290.7 / --I 290.9 / /METAL GUTTER FLAT1 ROOF 286.3 ' 1/2" / 12" ,.,., ___ _ 30' -O" 49' -5" I i . A2. l ,,- I CDP 2017-0064 TRUE r co st ~ II-· t.:' ' Q i!dl.J !!'- (X) I'-- 0 co 0 LO (\J ~ <J') co <( 0 u (!) I'---a ro _o CJ) --.::: ro u -· c5 0 (.) a, >, "" a, :I"' .. :::, 0 Cf) 0 -a -a, a, C a, 0 ~ -~ Cf) ro 2 (.) ro @I -a, Cf) C <J') 0 I'--~ (J') ro E (\J (.) () z -..J ..J w ~' . co a:o oo 0 ___J C\J ___J 0) -<( 0 Io >-" zo z Z<( :::> O'.l Cl)CI) N 0 ___J co a: 0) <( ~ MO -~ 0 ..J (/') REVISION DATE & CDP 09/27/18 ~ CDP 12/06/18 DRAWING TITLE: ROOF PLAN / SCHEDULES As indicated PROJ. NUMBER DATE 12/06/18 DRAWN FLF CHECKED CFD DESIGNED CFD A 1.1 ~ 0 co ~ 6 0 (D C e <ll 'i > ·c CJ (D C 0 0::: u:: lL '§ (D (/J ::J <. u -- 285.8 ll 280.0 E.G. ~ 277.3 F.G. ---, I --! I·- -1 ·-- EAST ELEVATION l / 4" = l '-0" • I i I 1- __ '_ ' I ----; ' ' I I ; I~~~~-· M,,xi,au1Y\ '"'"''''"'T FOR ROOF ABOVE FINISH GRADE (WORSE CASE) :---! i-- 1 -i , . i ! ...... :,:~-,-__ i _,_; ~-1,---fl ··--··-'·-1 .. ' 1-· 1--- WEST ELEVATION 1/4" = 11-011 ROOF BEYON7 ,_, ' ' i ,--- , I I. ' :--! --· -------' _,. -----_. ---__.:_ I ---~-1 I : i 1------,...'..___ 14'-0" MAXIMUM HEIGHT FOR ROOF SLOPE <3,12 1-----'-: i I -----I '------; -----1 ---i I I NORTH ELEVATION 1/4" = 1'-0" / >-.::::;:====.==========!/ ,_', 1--,, : : i ! ,____ _'. __ I V' l "'---o PEN T 0 PATIO\ ) -------- : --- l 4'-0" MAXIMUM HEIGHT FOR ROOF SLOPE <3, 12 --------"I< b ,•. ,_· .. ·'• .. _-,,·,_-____ , _.· ·, · __ ·. _· ... -.. -', ' ---··'" I ---·i i : -.. 1 I --; ----i I i ~--I I ---, COMPOSITE __--:ROOF BEYOND FIBERGLASS SHINGLES l 4'-0" MAXIMUM HEIGHT FOR ROOF SLOPE <3, 12 POLICARBONATE R OFIN:T~:::~;------~--------~-----i.~-----~ ----~---~---------, '\ 285.8 (E) 276.5 MIN METAL GUTTER POLYCARBONATE ROOFING PANEL STEEL BEAM (E) GRADE DASHED \ \ ,_A.·.',_/' ffi'--/ .· rr'V:::✓\ FIBERGLASS SHINGLES PANEL STEEL BEAM M \ \\ >-I ('.) w I b ::E -:::, 0-::E x 1 ,,N ' [·- ! ---- 14'-0" MAXIMUM HEIGHT FOR ROOF SLOPE <3,12 .-.........-- ~' ._t, T.0.R. 285.8 "r:'"' \ll......,,=~~l =/2="=/=l =2"=~~::t=:=::::z::::::~:~~:ttt::::::1:::::~•~N~1~ I & 285.8 ~~\~ \CDP 285.5 T.0.R. BEYOND 282.0 E.G. 017-0064 290.9 COMPOSITE FIBERGLASS SHINGLES METAL GUTTER >>M'"""""' STUCCO MASTER BATHROOM WALL BEYOND ------------ I E) + F~I ISHED ~ GRAD6 2 1 76.5 ( 276·5 (E) + FINISHE:-\ GRADE -~ 277.5 F.F. _=---:\ __ --------:---++--~ --~~~•-~--~----·_., . (E) GRADE DASHED -2T!'.3 F.G. . ·: . . . . : .. .. · ·. FINISHED GRADE ' ' .. ' '., _.,. _·_ (E) GRADE DASHED : I ---- ' . , , ____ ,_ _,._I ·:276.4 F.G. ' ' : i I ' i i SOUTH ELEV A TION 1/4" = 1'-0" co "SI" I-• CX) I'-- 0 co ~ 0 L(") C\I ~ Ii:.;) 0, CX) <( 0 u CD Q I'--II.I.a "D <ll ..0 (/J i-,, ,:: <ll u 0 -u (.) (IJ ;;.. ·"'= (D :c ::, 0 (f) 0 "D -(D (D C (D 1U ~ 0 -~ (f) cu (D (.) :et; -@I <ll -(D (f) C 0, 0 <I: I'--~ 0, <ll C\I (.) E c., z -...J ...J w ~' . co a: 0 0 0 0 C\J -'cr, -' <( 0 Io >--zo z Z<C ::) co (j) (j) N o-' c.o a: Cl) <( ~ C".) 0 -~ 0 ...J ti') REVISION DATE & CDP 09/27/18 & CDP 12/06/18 DRAWING TITLE: ELEVATIONS 1/4" = l'-0" PROJ. NUMBER DATE 12/06/18 DRAWN FLF CHECKED CFD DESIGNED CFD A2.0 ~ 0 <lJ -6 0 a, C 0 cil ~ _;;,, ~ Cl a, C 0 --c:: u:: LL ~ a, U) :::J <. (.) T.P. 8' -6" 0 (E RA~ED~~ (E) +FINISHED ~ ~~-,,-""'- ; i ·, SECTION 1 1/411 == 11-011 1 /2" / 12" ·.·: - ~--276' -6"· F.F.------r------- FAMILY ROOM 277' -6" F.F. -i ; - . :~:· --~~ l ~-~-~-~~-~ i :-·-·---; : : --I I --1 ' •·······;,,_, ____ I ----.:_j __ : ,._i_' ,-------~-: -,r_ --., ; : ~ 0 iii O I X ~ 285.5 I 14'-0" MAXIMUM HEIGHT FOR ROOF SLOPE <3, 12 GLASS PANEL <'<, ~------, -' -· ~I ' I 1-.. ii ENTRY __ i.=--,,..---- , __ ----' : ! ' ~ :r _=: ' , -,---;·-- ·i ! i_,_,,,, __ ' i ·-----, I , ----------, ' ' . '__~ j I I -, - 2% ~ 216'-=-o" I _ c=:~~t=======\~t=::=' , GARAGE 1 if' '/,;h·>•·\/':: .. ':::tc"'"'"" ;;::"'''1~ ;:· c& " l » "'"~!t:':::/2;~_ 275.8 F.S. GARAGE 1/4" = l'-0" ·---------------- b ' ' --, 1-~ I -:~~~:~~~Y_:,_7-1--~-,::__~C'I ,-1- COMPOSITE FIBERGLASS SHINGLES,----._ OPENING -, ----! ·--···· ...... , -,- 1 I SECTION 2 1/411 = 11-011 M T.P. ------& 8' -6" ' © /(E)GRADE /-DASHED -----277.2 I i -- 2771 -6" I FLOORPLA~ ii--- -I I ::0 - I ,:_ I 11 I ENTR4NcE I 277' -6" F.F. i ' ':"'>K"':::/•";,,.,,..,.-;.a.l!;f-;,,-<-:i-~~""'.":;.,-,:-t:·-;-C: ,':\Y ' I I---- 14'-0" MAXIMUM HEIGHT FOR ROOF SLOPE <3,12 ~1 b Pi--:;f i I ___ _ 277' -6" F.F. : , __ ; : !------' ' - ! -- ! I . =-:~= I I ~--- I ··- ---:' ----------------------·-----------------------------------·------ CDP 2017-0064 T.P. 8' -6" co :-··-··-! , i ' --277' -_§_" ~ ~+-__ -~ FLOORPLANV ,'~ -~ IQ (j z -__. __. w ~' 0 0 z N ~ -~ 0 __. V) REVISION & CDP IA CDP DRAWING TITLE: SECTIONS 1/411 = 11-011 PROJ. NUMBER 0:, -tj" II-• 0:, I"-- 0 <lJ 0 l!) N ~ "' <lJ <{ ci (.) '° I"-- i!.l.ll -0 "' .Q U) !"'--;;:: "' (.) 0 (.) 0 -· a, >- ."!: a, :::, 0 ::c Cf) 0 1:l -a, a, C a, u ~ 0 -~ Cf) "' a, 0 1!:1:! -@J "' -a, Cf) C "' 0 ,cc I"--~ "' "' E N 0 . co a:o oo _J C\l _J O'l -<( I(.) >-" zo Z<( ::J co (f)(f) 0 _J CD 0: O'l <( C') (.) DATE 09/27/18 12/06/18 DRAWN FLF CHECKED CFD DATE 12/06/18 DESIGNED CFD A2.1 I I /" ! I :.,~v ;, I ! j ! I I ! I ! Ji /; E) EDGE OF ( PAVEMENT ' < ' I i ! ! <· - EOG PROJECT No.:175837-5 DATE::12-06-18 I ' I \, EXISTINGY DRIVEWA . ,:;: \ r"' , ,/, XISTING RETAINING WALL TO REMAIN 3960 SUNNYHILL DR. APN: 207•064•02 EXISTING RESIDENCE IE=261.7 EXISTING DECK NOTE: TW=271.5 FS=266.0 TF=265.5 /STING WALL TO BE REMOVED 9 -- '.~·. ', Cl • I ' _.. TW=276.5 FS=270.0 TF=269.5 -.,.. NOTE: FOOTINGS TO BE DEEPENED/ UNDERPINNED WHERE UTIUTY TRENCHES POTENTIALLY UNDERMINE FOOTINGS PRELIMINARY GRADING PLAN 0 10 20 LI ..ili~...11' --•' Feet SCALE: 1 "=10'-0" EARTHEN BERMS TO BE PROVIDED AT ALL FILL SLOPES SUBSEQUENT TO COMPLETION & PRIOR TO ROUGH GRADING APPROVAL. 5'-0" MIN 2:1 SLOPE --- ROPOSED CMU RET. WALL@ No. 65122 Exp, 09/30/2018 TW=282.0 FG=276.0 TF=275.5 TG=275.5 IE=274.5 -- PROPOSED 2ND DWELLING FF=277.5 FP=276.7 FG=277.5 TG=276.0 IE=275.0 TW=283.0 FG=276.4 TF=275. -~-- 1$\s._~S..'I -7:"UILDING RET. WALL BY BUILDING PERMIT TW=283.5 FG=283.0 TF=275.2 TW=283.0 FG=275.6 TF=275.1 I I I I LEGEND ----SB1'35'25"W FS=277.2 ')////~ .. ,,,~-·1 _.L_., I I I I TW=280.5 TG=276.6 IE=273.9 ROPOSED LANDSCAPE WALL LES THAN 3 FT IN HEIGHT NOTE: -- TW=280.0 FG=277.0 TF=276.5 GUTTER AT GARAGE SHOULD BE ROUTED TO AREA DRAIN SYSTEM AT FRONT OF THE PROPERTY. IMPERVIOUS SURFACE SUMMARY HOUSE AND DRNEWAY (SF) GARAGE(SF) CONCRETE PAVING EXISTING 3490 3189 PROPOSED 2546 798 TOTAL (SF) 6679 3344 ffllENGINEERING IIJIDESIGN GROUP 212i fv1ontiei Roa-d, San i\!:arccs. CA 92069 760,539.7302 11, •,::,,, www.des1gngroupca.com ',:" ,-,., Zi, PROPERTY BOUNDARY SETBACKS , EXISTING CONTOUR PROPOSED CONTOUR FLOWUNE & FLOW DIRECTION D PROPOSED DOWNSPOUTS (E) WATER METER (E) WATER MAIN/ LATERAL (E) SEWER LATERAL PROP. SPOT ELEVATION (E) SPOT ELEVATION (E) EDGE OF PAVEMENT (E) RETAINING/LANDSCAPE WALL --B -- " II!Il --- 1111111 I I 11111111 (E) WATER METER EARTHEN BERM DET 1 / THIS SHEET ARfA ORA/NS STORM DRAIN PIPE RETAINING WALL PER SDRSD C-1 COBBLE SWALE PROPOSED TRENCH DRAIN NDS OR EQUIV. (E) BLDG TO REMAIN 0 PROPOSED POP-UP EMITTER NOS OR EQUIV. --s--PROPOSED BLDG LIMITS (E) HARDSCAPE --GAS-- PRP. SEWER LATERAL PRP. GAS LINE CONSTRUCT/ON LEGEND (J) 5" DRIVEWAY CONCRETE PAVING OVER SUBGRADE COMPACTED TO 95% R.C. fri\ PROPOSED CMU RETAINING WALL PER \-=.J SDRSD C-1, 8'-0" MAX WALL HEIGHT ri\ PROPOSED EARTHEN BERM PER \:::,J DET. 1 / THIS SHEET <1) SDR-35 STORM DRAIN PIPE @ AREA DRAIN, NOS BOX OR EQUIV, @ COBBLE SWALE (J) TRENCH DRAIN NOS OR. EQUN. @ 6" POP-UP EMITTER, NOS OR EQUIV. ® PROPOSED CMU RETAINING WALL PER SE PARA TE PERMIT @ PROPOSED FLATWORK -TURF BLOCK AREA PQST CONSTRUCTION SOURCE CONTROL BMPs: ISC-1I jsc-~ !SC-~ ISC-§ PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 PROTECT OUTDOOR MATERIALS STORAGE ARfAS PROTECT TRASH STORAGE ARfAS ADDNL BMPS BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS: ON-SITE STORM DRAIN /fl/LETS LANDSCAPE/OUTDOOR PESTICIDE USE POST CONSTRUCTION SITE DESIGN BMPs; ISD-1I ISD-21 ISD-~ ISD-41 ISD-5I ISD-6I ISD-7I MAINTAIN NATURAL DRftJNAGE PATHWAYS AND HYDROLOGIC FEATURES CONSERVE NATURAL ARfAS, SOILS, AND VEGETATION MINIMIZE IMPERVIOUS AREA MINIMIZE SOIL COMPACTION IMPERVIOUS ARfA DISPERSION RUNOFF COLLECTION LANDSCAPING WITH NATIVE OR DROUGHT TOLERANT SPECIES EARTHWORK QUANTITIES ABBREVIATIONS CUT: 55Q CY FILL: 70 CY FF FINISHED FLOOR EL£\IATION FP FINISHED PAO EL£\IA TION IMPORT: 0 CY FL FLOW LINE EXPORT: 480 CY IE INVERT EL£\IATION TW TOP OF WALL REMEDIAL: TBD HP HIGH POINT FS FINISHED SURFACE FG FINISHED GRADE TG TOP OF GRATE (E) EXISTING (N) NEW PL PROPERTY LINE TF TOP OF FOOTING ·- I SH~ET I CITY OF CARLSBAD I SHE1ETS I ENGINEERING DEPARTMENT PRELIMINARY GRADING PLAN FOR: SLOWIK PROPERTY GR2017-XXXX DWN BY: RY DAiE INITIAL PROJECT NO. DRAWING NO. DAiE INITIAL DAiE INITIAL CHKD BY· ER ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: DEV2017-0216 xxx-xx NOTES: PLANT SCI-IEDULE IREE6 9!!, BOTAN!CAL NAME COMMCIN NAME l ALOE X 'l-lE!eCULE5' 1-\ERCIJLES ALoE 24" BOX LCW ' ARBUTUS UNEDO 24" LOPI-IOSTEMON CONFERTll5 BRISBANE BOX 24" aox MODERATE l OLEA EUROP AEA 'SWAN I-IILL' TM SWAN Hlll. OI.IVE '¼," BOX ,.. ------ QUERCl.15 6U6ER ~KOAK .9,I!. BOTANICAL NAME AEONIUM X 'MINT SAUCER' COMMON NAME SIZE CONTAINER ~ @ t11NT SAUCER AEONIUM ! GAL POT 3 AGAVE ATTENUAT A "NOVA' & GAL POT 23 CISTIJS FULVERULENTUS "&UNSET' ; GAL POT 24 FESTUCA MAIRE:l ATLAS FESCUE 1 6AL POT • 1-lESPERALOE PARVl!=LORA "BRAKELIG14T5' T1'1 BRAKEUGl-ff5 RED 1'\JCCA & GAL POT LCW 4 MUH!..ENeERC!ilA RIG~S DEER GRAS& 1 UAL POT "' Rl-lAMNUS CAUFOl<!NICA "leATl-lael..EAF' CALIFORNIA COF!=EEBERRY ; GAL POT ,e 5Al..YIA LEUCANTHA '5ANTA 6AR6ARA' MEi<lCAN 6U51-l SAGE &GAL POT 13 SALVIA X 'BEE"S BUS&' SAGE ; GAL POT 14 WESTRINGIA FRUTICOSA 'BUIE GEM' COAST RO&EMART 5 GAL POT GROUND COYERS QTY 60T ANICAL NAME COMMON NAME 6S8 SF BACC+-lARIS PILULARIS 'P!GEON POINT' COYOTE 6RLISH FLAT ~11 51= CARE>: TUMULI~ I GAL POT S10 SF SENECIO MANDRAU5CAE '6lUE CHALK STICKS' SENECIO FLAT CUTTINGS LOJJ · -re GOlf'05T AT A AA'!!; C1F AT J.V6T FOIR a.BIC 'fHIDS Fl:R l,GIOO sa/ME fl:ET TO A llEPT!! C1F 51X INCl£S 00'0 ~ l'l'EA (IMU5e GONl'RA1'k;'IEP BY A SOIL TEST J • A MINIM-'M 11115: IIIGH /!11 LA'!'IR C1F M.I..GI! SHAU. !IE AFF'UfD Oil AU.= SOIL SffAGES C1F Fl.HITlll6 HIEJ6 EXGa"T III TIR' HIEJ6, GR!:a'1ll!i OR ROOT1II& ~ OR Dll<l:CT !il:EDlll6 APPIJCAT10ll5 NE<E: MLGH IS ~lc;A,a, AND f;Xl;l.JDIHS !!I.OPES 6,1 AND Sn!!"ER • OJ. 15 6/\1.. 1Rl:E SHAU. EIE l'l<OVlllEP Fl:R 500 SF. C1F SI.Ol'E 6REA1cR TIIAll 5' VER"T1GAL. AND OJ 15 6/\1.. 1R1:E Fl:R 500 SF. FUJS OJ ADDITIOIIAI. 5 6AL 1Rl:E Fl:R 1000 S.F. FOR !!I.OPES 6REA1cR THAii Pl VERTic;AL. • AU. 11&5 mH 5' C1F Hrf NAIK, alRB, DRIVE, elJUJ:>1116, UT1Ll1'f OR HARDsc;AF£ a&elT SHAU. ~ 10' C1F -'la' DEl3" ROOT-1'l'PPtNfD BY c;ll'f l.tll.E$-INDlc;A'IEP ON 11£ FLANS. SPACING 1to.c. 12"0.c. s~ o.c. -- L., '• ' < ' --' i / :' __ : __ :_ . -'------•--- -"-----------'·1· . ' ; ".,' / ----·--' _: _____ , ____ ,_ . ... ,,, ___ _ --------'-------___ ,_ --------- ' ·------,__ , ___ ------ , ___ -----------'' -------·---_,.- ---. ---., E:XISTIN6 HOUSE TOF!EMAIN PLANTER l"IAI.L TO BE ' · l<EMOYEP PER C.IYIL ·//. ',. .-, ' / --- . ' / , ·: , /// / . ' //, ' ; /, . / / ., --,_-- .,.__ --· __ _._._,,....' iS.~- - \ -_---... ' -- ,---i \ ic ·--. ____ \_ :::. --~-- l<ETAININ6 l"IAI.L PER C.IVIL EN61NEERS PLANS TURF c.oNc.RE11: BLOc.K YillH S"T'NTHETIC. 11JRF IN PRIVATE DRIVEl'IAY PLANS. DISTURBED . l.ANDSC,Al'E SHALL BE ' . REPLAGED l'l!TH I.Ol'l .-/AATI:R NEEDS PLANTS C ---------··, -~ -:~~:-; ',;;;::.-~::-:::-::·a •. -~")_: }cec=- -I -r --~-~--- .-' ·---;:::;.c-:;:.:·:_·;;_";.-:;;;c:::-· --·-.. . ~. ~ . __ -:c,__, ~· ---· --· ' --- LANDSCAPE PLANT NOTE, I. LANDSCAPING CONSISTING OF GROUNDCOVER, SHR.I.IBS, AND TREES SHALL BE USED TO 5CREEN ELEMENTS OF UNSIGHTLINESS AND 5CREEN/SOFTEN NEY'l IMPROVEMENTS, V'lA TER METERS AND UTILITY TRANSFORMERS. UTILITY TRANSFORMERS AND OTHER ABOVE GROUND UTILITIES MAY ONLY BE 5CREENED TO THE EXTENT ALLOV'lABLE BY EACH INDIVIDUAL FRANCHISE UTILITY COMPANY. 2. SPACING OF PLANTS SHALL ALLOV'l FOR THEIR SIZE AT MATURITY. 5. TREES V'llTH 5URFACE ROOT SYSTEMS AND/OR BROAD BRANCH STRUCTURES SHALL BE PLANTED ONLY r'lHERE 5UFFICIENT SPACE IS AVAILABLE. ROOT BARRIERS ARE TO BE USED r'lHERE TREES ARE LOCATED r'llTHIN 10' OF ANY HARD5CAPE IMPROVEMENT. 4. SEE CIVIL ENGINEERS PLANS FOR LOCATION OF L.I.D. FEATURES 5. SUBSURFACE IRRIGATION SHALL BE INSTALLED IN ALL PLANTING AREAS V'llTHIN 24" OF HARDSCAPE. 6. SU65URFACE IRRIGATION SHALL BE INSTALLED IN ALL AREAS LESS THAN TEN (10) FEET IN V'l!DTH IN ANY DIRECTION 1. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE Or'lNER OF THE PROPERTY V'llTH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION 5CHEDULE AND A SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. FIRE PROTECTION NOTE: TH\5 PROJECT 15 NOT BOUNPED OR CONTAIN HAZARPOU5 OR NATIVE YE6ETATION, NO FIRE PROTECTION ZONES ARE PROPOSED IRRIGATION NOTE: AU. LANDSC,APf AREAS 15 HOMEOrlNER MAINTAINED, AND IRRIGATED V'llTH POTABLE Y'lATER. GRADING NOTE: 51.JRFACE DAAINA6E (2% GRADE IN PLANTING AREAS) SHAU. BE AY'IA'r' FROM 5TRUGTURES AND TERMINA'TE IN AN APPROVED DAAINA6E 5'1'5TEM. -- FROPBm' LINE GITY OF GARLSBAD SLOPE RE-VEGETATION NOTES SLOPES 6:1 OR STEEPER REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED Y'ilTH ONE OR MORE OF THE FOLLOY'ilNG PLANTING STANDARDS: a. STANDARD I -COVER CROP/REINFORCED STRAl'i MATTING: COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR Y'ilLD FLOVfRS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RATE AND MANNER SUFFICIENT TO PROVIDE qo% COVERAGE VIITHIN THIRTY (30) DAYS. TYPE OF REINFORCED STRAH MATTING SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACT'JRER. REINFORCED STRAH MATTING SHALL BE REQUIRED Y'iHEN PLANTING OCCURS BETl'fEN AUGUST 15 AND APRIL 15. THE COVER CROP AND/OR REINFORCED STRAH MAT SHALL BE USED THE REMAINDER OF THE YEAR. b. STANDARD #2 -GROUND COVER ONE HUNDRED (100%) PERCENT OF THE AREA SHALL BE PLANTED Y'ilTH A GROUND COVER KNOY'iN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE Y'ilTHIN ONE YEAR). c. STANDARD #3 -LOY'i SHRUBS LOY'i SPREADING Y'iOODY SHRUBS (PLANTED FROM A MINIMUM OF I GALLON SIZE CONTAINERS) SHALL COVER A MINIMUM OF SEVENTY (10%) PERCENT OF THE SLOPE FACE (AT MATIJRE SIZE). d. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF I GALLON CONTAINERS) AT A MINIMUM RATE OF ONE (I) PER TV'IO HUNDRED (200) SQUARE FEET. PL.ANTIN;:, Af1.EA 10 5 0 10 SCALE: 1" SLOPES -6, I OR STEEPER AND, -10' COP 2017-0064 ----MfANDERIN6 FLMSTONE l'iALK PRIVATEDEc.KAf/.EA II 20 30 a. 3' OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT MINIMUM STANDARD #I (COVER CROP OR EROSION CONTROL MATTING.). b. 3' TO 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP), #2 AND #3. c. IN EXCESS OF 8' IN VERTICAL HEIGHT REQUIRE STANDARDS #I (EROSION CONTROL MATTING SHALL BE INSTALLED IN LIEU OF A COVER CROP) #2 #3, AND #4. ' ' ~~ ~ Q (j z _J _J w 5. 0 0 z N y s 0 _J (I) I- i:.:, I.I.I I- :!: c:.:I = o:t co 0 0 N Ol <:( (.) 'O "' .0 (/) .::: "' (.) (.) Q) "" ::, Cl) -Q) Q) ~ -Cl) 2 ll Cl) Ol t--Ol N 0::: o<C (.) ....J - ....J IO >-<( z co z (/) ::> ....J (/) 0::: <( (.) 0 (!) (J) I") co ~ co L!i ~ co 0 (0 t-- E 0 (.) >, Q) 0 0 'O Q) C: e "' (.) @) cu C: 0 ~ "' (.) AREAS GRADED FLATTER THAN 6:1 REQUIRE STANDARD #I (COVER CROP) Y'ilTH TEMPORARY IRRIGATION r'!HEN THEY HAVE ONE OR MORE OF THE FOLLOY'ilNG CONDITIONS: REVISION DATE a. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS Y'ilTHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. b. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. c. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE AREAS TO THE PUBLIC, OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. I\ DRA'MNG TITLE: ~ 5 LANDSCAPE @ = 3; CONCEPT PLAN > ~ .,_,.,_: -2:01 OCl 0 0 N O'l I AM FAMILIAR V'llTH THE REGIJIREMENTS FOR LANDSC,APE AND IRRIGATION PLANS CONTAINED IN THE C.ITY OF C.ARL56AD'5 Y'lATER EFFIC.IENT LAND5C,APE REGULATIONS. I UNDERSTAND THAT CONSTRUGTION DRAV'IINGS ARE TO BE PREPARED IN COMPL\ANC,E V'llTH THOSE REGULATIONS AND THE LANDSC,APE MANUAL. I C.ERTIFY TI-IAT THE PLANS V'l\LL BE PREPARED IMPLEMENTING THOSE REGULATIONS TO PROVIDE EFFICIENT U5E OF Y'lATER. UJ ~ 0 CJ. PROJ. NUMBER DA TE U ~ 5; As indicated 01/22/2019 W --, ;>-~ DRAWN CHECKED DESIGNED 01/22/2019 NAME DA'TE Q;:; :.) D-MG CFD CFD CDP L-01 , ' ~-Q .. / --'.,-I OOMcSTIG l"iATER ME1cR LOCATION -- - L -- I C ---/:1 ·· ,' :.· / \ I J_ I ·-.... __ - I L --_\ ___ _ -~--: --· i ' --·--,-~--------.. -_.-..(_ -- ' . -, ' ' ' ~: ·-----'-- ' _, __ ' _' ______ _ ·--•,-'' __ ' ____ _ -·-i ___ ' ------_: --'-------'-·' , ___ , __ , __ ------'--'-------- -----·-------, __ --·--, __ \ ---__ , --· . \ ~-----" --------- -- -- EXISTIN<S 6UILDIN<S .-',; :'i, / ,·_;, GON'TRAGTOR 5HALL REPAIR, AD..l.lST AND/OR MOD/Pr' EXISTIN6 IRRl6ATION GIRGUIT IMPACTED 6'I' THE REMOVAL OF -. . THE Jl'iALL IRRl6ATION HEADS 5HALL BE ' -__ LOl'i PRECIPITATION RATE MP ROTATORS --. - - I _, / ---- ,,--' ---- ---- -- \ I I_•· \ _.,' C :',J -- TIES TO-VAL YES ,_ MANIFOLP AND - IRRl6At~s"!'STEM // / -- II 10 5 0 10:.._ ___ ...;;;20 30 SCALE: 1" -10· IRR/6AT/ON MA11=1'/AL S'tlSOL HAIIJl"AC;f. H0Cl!LNQ./- ® P.O&,. _,. mw,_ OF TIE EXIS'IIN5 514• me-ne H!!SI, 'iER1!'T' 5121;. i..o<:A'11QN, All> I I S!'PJ: IN FIS.P, Nrnt ortetOR ~ i.J.. I trATNE PRIOR TO~~ M c:ol.ONIAL VALVE &ol !lERES 'IRIE 1111011 BAU. VIL.Vf. LIE SIZE. ® Nil.KINS 5'lO-II.R!lERES l'RE!$I.IIE~VIL.VE lt'lli lO TO IZPSI El'RIN&FIANLSE ~ HRffER -~ MCll)L\.M, INDOOR HGUIT -TION GOll!10.0t..lJ; SIZE 16-, 116rAU. --llsl HRffER -RAIN-HGUITTO EAVE OF£!1.D6. -NIIOETOC0!1111D1J.Stf'ER HAHF,l,C;'l1.la IN51!ill(;Tl0N$. Gl<ESLIIE l'EST pyc:; Pll'E IV4" !!QI.-4016 MAINJlE5 le" EELOl'I SRA!le HYJ:JROZONE L.E6ENO :DRIP ZONE 3, LOl'i l"iA TER USE LANDSGAPE MP ROTATORS ALL LANDSGAPE Hit.AS 5HALL BE A COMBINATION OF LOl'I AND Vi:Rf LOl'i l"iATER USE PLANT MATERIAL LANDSCAPE AREAS ZONE ZONE I, LOl'l l"iATER USE LANDSGAPE ZONE :2, MODERATE l"iATER USE BUEl6I..ERS ("6F~a&lB1J ZONE 3, LOl'i l"iATER USE LANDSGAPE TOTAL LANpSGApl: AAEA NOTES SQ. FT. ALL LANDSGAPE AAEAS Af<S:. MAINTAINED 6'I' THE HOM!= Ol'INfl'I. AND IRR/6ATED FROM THE PRIVATE POT A6lE l"iA TER METER ALL /fiiR/6ATION EMISSION DEVICES MUST MEET THE REGIUIREMENTS 5ET IN THE ANSI STANDAAD, AS/>J3E/1GG 002-:2014. GLANDSGAPE IRRl6ATION SPRINKIJ3<. AND EMITTER STANDARD,_. AU. SPRINKLER HEADS INSTAJ.J.ED IN THE LANDSGAPE MJST DOGUMENT A D/Sl'R/61JTION UN/FO!sMIT"!' LOl'i GIJAATER OF 0.65 OR HliSHER USIN6 THE PROTOCOL DfFINED IN ASA6f/lGG 00:2-:2014. AAEA5 LESS 1HAN TEN 00) FEET IN l"IID1l! IN AN"!' DIREGTION 5HALL BE IRRl6ATED l'i/11-f ~AGE IF<Rl6ATION OR OTHER MEANS 1HAT PRODIJGE5 NO RUNOFF OR~"!'. MOCIEL.NO. HDL-o6-l:2-XX-GV RZll'IS-16 -50 -GV LANDSCAPE AREA (.$) CDP 2017-0064 (j z _J _J w 5. 0 0 z N l s 0 _J (/) CX) 0 0 N a, <( (.) "C "' .0 1/) ,:: "' (.) c5 Q) "" ::, (/) .... Q) Q) ~ -(/) Q) -"' -(/) a, r---a, N 0::: 0 <( (.) _J _J -IO >-<( z co zcn ::::> __J en o::: <( (.) 0 co 0) I") CX) .... ,.... co LO ~ CX) ci co ,.... E 0 <.) >, Q) 0 0 cl Q) C 2 "' <.) @) Q) C 0 ~ "' <.) REVISION DATE I\ DRAWING TITLE: LANDSCAPE HYDROZONE PLAN CX) 0 0 N 0) PROJ. NUMBER As indicated DATE 01/22/2019 DRAWN MG CHECKED CFD DESIGNED CFD CDP L-02 -- -" < ' 4 -", < < < . I , , 1//1, '1/////////. ';,/II; I I I I, 1/ 1/, ~ ij , , ~ - EXl5T1N6 6UILDIN6 ' < I I I •~··/:/11// ~ '½ '/ ,' '//, '/ /, , I I , I I -- -- - I -- -- \ \ \ D -,- I \ \ ~// I iS'D-71 .C ----L------------- D 5 0 10 20 30 SCALE: 1" 10· POT ABLE AA TER LOC,ATIONS ALL IRRl6ATION PROVIDED 15 POTABLE ~TER Appendix D Prescriptive Compliance Option Ths append.ix coma.ins prescripcive reguirem<::ms which may be used as a compLiance option to the \'(farer Efficient Landscape Ordinance and this Lmdscape Manual for projects of less than 2,500 square feet. Compliance with the fo!Jowin'1; items is mandatory :md must be documented on a landscanc nlan in order to use this ontion. Project AT'lnlicant: CAROLINE DOOLEY Date: 01-22-2019 Proiect Address: 3960 SUNNYHILL DR. Assessor's Parcel Number: Total Landscape Arca:2253 SOFT Turf Area: 0 SOFT I Plant J\rea:2253 SOFT Project Type:RESIDENTIAL Water Sunnly T\·nc: DOMESTIC Proicct Contact Name and Number: CAROLINE DOOLEY "J agree ro comply with the requirements of the prescriptive compliance option to the City of Carlsbad Landscape ManuaJ" --Signed: (, ,, D ate: 01-22 2019 I YES NIA REQUIREMENTS X A. Incorpor:m: compost :.it a rate of at least four cubic yards per 1,000 sguare feet to a depth of si..x inches into landscape area (unless contraindicated bv a soil tcstl B. Plant material shill comolv with all of the fol.lowine: 1, For residemia.l areas, install climate adapted plants that require occasio□a\, little or no summer X water (averagi.: WUCOLS plant factor 0.3) for 75% of the. plant area excluding edibles and areas using n::cycled water. 2. For non-residenriaJ areas, install climate adapted plarns that require occasional, little or no summer X water (avt:12ge \~lJCOLS plant factor 0.3) for 100% of the plant area excluding edibles and areas using recycled water. 3. A minimum tlm:::e inch (3'') layer of mulch shall be applied on ;ill exposed soil surfaces of planting X areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. C. Turf shall complv with all of the follou.;ng: X 1. Turf shall not exceed 25% of the landscape area in residential ;1.rea.s, and there <;hall be no turf in non-n::sidencial areas. X 2. Turf shall not be planted on sloped areas which exceed a slope of 1 foot vertical elevation change for CVCI\' 4 feet of horizontal length. 3. Twf is prohibfred in par\. .. -w:i.ys less than 10 feet wide, unless che parl,:vay is adjacent to a parking X scrip and used to enter and exit vehicles. Any rurf in park-ways must be irrigated by subsurface irrigation or bv other technolrn:nr that creates no ovcr-sprnv or runoff. D. Irrigation svsu:ms shall comply with the followino:: X 1. Automatic irrigation conrrollers an:.: required and must use evapotranspiration or soil moisture sensor darn :ind utilize a rain sensor. X 2. lrrig::ition concrollers shall be of a type which does not lose programming da.~ in the event the primary power source is interrupted. X 3. Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the svstem is within the mfillufacturers recommended pressure range. X 4. Manual shut-off valves (such as a gate valve, ball valve, or butterfly valve) shall be installed as dose as ooss.iblc to the ooim of connection of the water sur.nlv. 5. All irrigation emiss.ion devices must meet the requirements set in the ANSl standard, ASABE/ICC X 802-2014. "Landscape l:rri~tion Sprinkler and Emitter Standard," All sprinkler heads installed in the landscape must docun1cnt a distribution uniformity low quarter of 0.65 or higher using the protocol defined in ASABE/lCC 802-2014. X 6. Areas le:.s than ten (10) feer in ,vidth in any direction shall be irrigated v,;th subsurface irrigation or other means that produces no runoff or ovcrsnrav. X E. For non-residential projects '-"-ith landscape areas of 1,000 sq. ft. or more, a private submeter(s) to measure landscape: ,vater use sh:tll be installed. At tht:: time of final inspection, the permit applicant muse provide the owner of the property ,vith a X certificate of completion, certificate of installation, irrigation schedule and a schedule of landscape and 1rng,anon maintenance. Append i x D City of Carlsbad Landscape Manual CD p 2017-0064 ~ 0:, 0:, '<3' c,) a I'--a 0:, N ~ O') '° I-<( ~ 0:, u 0 c.:i "'C-<O Q "' I'-- ..c w 1/J ~ "' u E I-c5 0 () (I) >, -(I) "" 0 ::, ::z: (/) 0 "'C -(I) (I) C: c.:i (I) 0 ~ -(/) ~ "' g: (I) u -@) "' -(I) (/) C: < O') 0 I'--~ O') "' N u u z _J _J w 5 0 0 0::: O<C 0 z _J _J D:J -IO 0 N >-<( 0 z co N z (f) m => _J (/) 0::: y <( 0 0 s tO 0) ~ 0 _J (J) REVISION DATE I\ DRAWING TITLE: WATER USE PLAN + PCO FORM PROJ. NUMBER As indicated DRAWN MG CHECKED CFO DATE 01 -22-2019 DESIGNED CFO CDP L-03